Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit D2000-226 - FATIGUE TECHNOLOGY - SHELL
This record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. D2000 -226 Fatigue Technology 401 Andover Park East RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # tode Exemption = 8rlef Explanatory DeSclriptiop �t�tutel ule The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals' social security Personal Information — numbers are redacted to protect those Social Security Numbers individuals' privacy pursuant to 5 U.S.C. sec. 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. 552(a), and are also exempt from disclosure 552(a); RCW 552(a); RCW under section 42.56.070(1) of the Washington 42.56.070(1) 42.56.070(1) State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit 994,995, Personal Information — expiration dates, or bank or other financial RCW 997, 1005 DR2 Financial Information — account numbers, which are exempt from 42.56.230(5) RCW 42.56.230(4 5) disclosure pursuant to RCW 42.56.230(5), except when disclosure is expressly required by or governed by other law. FATIGUE TECHNOLOGY, INC 401 ANDOVER PARK EAST EXPIRED AUO 20 2002 EXPIRED AUO 2 0 2002 D2000-226 City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 022340 -0050 Address: 401 ANDOVER PK E Suite No: Location: Category: AMFG Type: DEVPERM Zoning: TUC Contractor License No: MCCARBC000JD Permit Center Authorized Signature: development pen rlit„ • Signature: DEVELOPMENT PERMIT (206) 431 -3670 Permit No: 02000 -226 Status: ISSUED Issued: 09/ 25/2000 Expires: 03 /24/2001 Con_;t Type: III -N Occupancy: WAREHOUSE Gas /Elec.: UBC: 1997 Units: 001 Fire Protection: SPRINKLERS Setbacks: North: .0 South: .0 East: .0 West: .0 Water: N/A Sewer: N/A Wetlands: 'Slopes: N Streams: OCCUPANT FATIGUE TECHNOLOGY INC Phone: 401 ANDOVER. PK E, TUKWILA WA 98188 OWNER MAIL -WELL CORPORATION 222 N LASALLE,'CHICAGO IL CONTACT JEFF JEFFERS Phone: 425- 889 -3316 CNA ARCHITECTURE, 777 108 AV NE, #400, BELLEVUE WA 98004 CONTRACTOR MCCARTHY BUILDING CO 1341 N ROCK HILL RD, ST LOUIS MO 63124 . k:***** k •k•k•k**1tkk *k•k4r** *.****•k•k: ** *****k**** ******A*k**** ***kkkkk** *kk•k****•kk:4k**A k* Permit Description CONSTRUCT AN ADDITION OF 54,649 SO FT SHELL & CORE TI TO BE SUBMITTED AT A LATER DATE HAULING ON' PERMIT #MI2000 -011, PER MC. *k'k* :k*•*** k*• k k• k********* *k'*** * ***** ****k***k***** *** k kk *k*****:k***k•k:4:4********** Construction Valuation: $ 1,606,680.60 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: MPC Curb Cut /Access /Sidewalk: /CSS: N Fire Loop Hydrant: Y No Sizetin)': .00 Flood Control Zone: N Hauling: Y Start Time End Time Land Altering: Y Cut: Fill: 1000 Landscape I rrigation: Y Moving Oversized Load: N Start Time End Time: Sanitary Side` Sewer: Y No Sewer Main Extension: Y Private: Y Public: Storm Drainage: Y Street Use Y Water Main Extension: Y Private: Y Public: ** k* kk• k* 4• k* k* kk•k*k• k• k*• k****• kk• k******* kkkkk kkk• kk 7i• kk**• k* k*k• k• kkkkk• k• kk4k•k *k•kk•kk*•k•k•kk *•kk•kk TOTAL DEVELOPMENT PERMIT FEES: $ 13,341.60 i * *k* **k•kkkk* *k*k *•k•k***kk *:4 4 *kk4•kkk* *A*** *** k**k kk* kk**k kkkk • k * *:4kk*k Date: q_ I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this Date: GI25.��e) 25- Print Name: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. CITY OF TUKWILA Address: 401. ANDOVER F'K E Permit No: ()2000 -226 Suite: Tenant: Status: ISSUED Type DEVPERM Applied: 07/11/2000 arce1 4: 022340-0050 issued: 09/25/2000 •kkA *•k** *•k•k*k'**•k.•k *): *•k * *•kA•k* **•k•k•k•k•k•k * *•k 'k * * **•k *•k•k•k•k * ** ** ***•kk•k * * *•kk * *kkk*'k•k Permit Conditions: 1. No changes will be made to the plans unless approved by the Engineer and the Tukwila Bui lding Division . When special I nspect ion is;r equired:;:either the owner, architect or eng i neer shal l notify the Tukwi4 a .Bu i l d i ng Division of appointment of; the inspection agencies prior the first building inspect ion Copies of all special inspection repor ts shall: be submitted to t11'e Eau lding Division sin ;a tinie,l fanner. Reports shall contain address, project name,,permit number and type of inspection •,being performed;; .„ `a !, The spec i a l inspector shall submit :,:a final s gned 'repor statirng;whether the work requiring;:•: special inspection was;' to til,,,13&§.ti of the ins:pector,'s knowledge, in confor ma'nce with =approved Plans and spec i fi ca l :ions and the applicable workinans h i }, t ,: -r :4 r..r• the I11W Any` new''celA ing grid :.a.nd " "light fixture, installation is,- reilOred to meet lateral bracing, requirements for Seismic, Partiition.wal is attached to •ceiling'gr i;d must be laterally br,a't ed if, -over `eight .(B) feet in length • Eng,1nee ed trussdr awings and :.calculations shall be,,:on site and Table;: to the build :,inspector '� inspection purposes; Documents 's'hall 'bear�'\the`'seal and signature o f' ; 'Washington' State Professional E'ngineer . Any' enpos 'insulations insulations baci:ing;.niateriai: have a, Flame Spread ,Rat,ing bf, 2.5 or less, and material .shall bear i.d, ficat:i,on showingthe fire performance rating:``the�r Subgrade, prepara t inn including ` dra inage excavation,, compaction, and fi l l ;requ i remert 'shall conform strict 1 recommen,dations given the soils report" All construction to be done, ,in,,conformance with appr rived plans and r.equ,i remen is of the Uniform Building`" Code •'(1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington S_t•ate Energy Code (1 997;: Edition) Plumbing permits .Shall s be obtained` through the Seattle -King County Department of Public : .Health...:. Plumbing' 'will be inspected by that agency, .:including''all-gas piping (296 - 4722). 1.1.: Notify the City of Tukwila Building Division prior to ; placing any concrete. This procedure is in a d d i t i o n to any requirements for special inspection. 12.. structural masonry shall be special inspected per UF3C Sec. 306(a)7. 1 3 . V a l i d i t y of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any fY co o co ui � w w 0 2 u. co z � w U 0 ,0 uj I I 0 = V w z ' O ~' z..� other ordinance of the jurisdiction No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 14. Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (248 - 6630). 15. There shall be no occupancy of the buildings) until the final inspection has been completed by the Tukwila Building Inspector. 16. A CERTIFICATE OF OCCUPANCY WILL BE REQUIRED FOR THIS PERMIT. 17. All mechanical work shall be under separate permit issued by the City of Tukwila. All permits, inspection records, and approved plans shall available at the job site prior to the start of any con- struction. These 'documents are to be .maintained and avail- able until final inspection :approval is granted. All structural concrete "shall be special inspected Sec. 306(a)1) All .structural welding shall be done by W.X.B. welders and4special inspected (UBC '!Sec 306(a)5 All `high - strength bol ting, shall. be:special ?.inspecte Sec. 3OGfa)6) y` Bolts i,n °stal1'ed i'n concrete `shah] be special inspecte (UBC Sec: 1701:'.5.2)!: A . copyof .F•the Certificate ' Alf Insurance Coverage (mir i $1,OOO 000).` naming, the ° , ,of Tukwila as insured. A $2000 OOO.; bond made out: to the. C i.ty ofr possible property, damages .,caused`' by activities A m>!a:p whr-ich"':shows the haul r.:uute. ■ opys of Certificate of Insurance 1l, Opo Nool emporary. erosion con measures shall be implemented .. a the i rst order , o'f bus 1 ness to prevent`.sedimentat i on off , siteor into existing storm d `" 2S 'Dri {ieway; mod i f;i cat i ons shall be constructed in accordance with City standards . Contr;a`etor shall: notify Public'WorksS•'- Utility • Inspector at 206 433 - 0179 of commencement = and `co.mp l e t i on' of work least 24 hours in advance. 30. t ..Work affecting raffic flows ,:; sha)l'; be .closely coordinated with the City `Ut ±l z t i es Inspector.- Traffic Control . Plans shall be submittec( to the Inspector for pr ior 1 Any material spi l led%onto any- street shall ♦:'be cleaned up immediately. CONTRACTOR SHALL NOTIFY PUBLIC WORKS UTILITY INSPECTOR MR, GREG VILLANUEVA @ (206)433 -0179 OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. 33. FLAGGING, SIGNING AND CONING SHALL BE IN ACCORDANCE. WITH MUTCD FOR TRAFFIC CONTROL. CONTRACTOR SHALL PROVIDE_ CERTIFIED FLAGMEN FOR TRAFFIC CONTROL. SWEEP OR OTHERWISE CLEAN STREETS TO THE SATISFACTION OF PUBLIC WORKS EACH NIGHT AROUND HAULING ROUTE. (NO FLUSHING ALLOWED) _ NOTIFY CITY , INSPEC R BEFORE 12: NOON O RIDAY PRECEEDING ANY W EI. :( WORK. ,,PtRMIT IS VALID BCtWtEN THE WEEKDAY HOURS OF Ps: 0 AM AND 3 :30 PM ONLY. CLEAN AND REMOVE DEBRIS FROM CITY, CATCH BASIN ; IN AND AROUND HAULING ROUTES. PROVIDE ADEQUATE TEMPORARY ACCESS AS NOT TO INTERFERE WITH OTHER VEHICLE MOVEMENT OR CAUSE TRUCKS TO TRAVEL OVER CURBS ALL VEHICLES MUST MAKE COMPLETE STOP PRIOR TO ENTERING 'PUBLIC RIGHT -OF —WAY. WO te N ei. H O ' Z F 11J uf O N'' W W` L • L l Z` z Description of work to be done: f & construct an addition of 54,649SF shell & core. TI to be submitted at a later date. Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse Hospital ❑ Motel /Hotel ❑ Office ❑ Other _. ❑ Church X Manufacturing ❑ School /College /University Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse Hospital ❑ Motel /Hotel ❑ Office ❑ Other ❑ Church X Manufacturing ❑ School /College /University Will there be a change of use? ❑ yes 0 no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes ❑ no Existing fire protection features: X sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Phone: 425- 822 -6700 Building Square Feet: 65,051 existing Area of Construction: (sq. ft.) New addition $54,649 Will there be storage of flammable /combustible hazardous material in the building? ❑ yes ❑ no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets Da`Ic Project Name/Tenant: Fatigue Technology Inc Datll= i 1 App ati tritlals) ommercial / Multi - Family Tenant Improvement / Alteration Permit Application ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk El Flood Control Zone Fire Loop /Hydrant (main to vault) #: Size(s): CI Land Altering 0 Cut cubic yds. 0 Fill cubic yds. © Landscape Irrigation ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public Storm Drainage CI Street Use El Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ® Water Meter /Permanent # Size(s): 9" ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: El Miscellaneous CITY OF TUKIr A Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98138 (206) 431 -3670 CTPERMIT.DOC 1 /29/97 APPLICANT;REQUEST FOR PUBLIC WORKS; SITE /CIVIL, PLAN '- REVIEW.'OF FOLLOW) (Additional reviews may be determined.by Works Department) Application and plans must be complete in order to be accepted for plan review. Applications will not be acce throu the mail or f acsim/le Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. PLEASE SIGN' BACK OF APPLICATION FORM ❑ Hauling Z w 6 U O CO O W= H W O 2 Q LL? c W Z � ZI W U � O� O I- W W 2 H� w Z U CI) H = O ~ Z Project Name/Tenant: Fatigue Technology Inc Value of Construction: $3,925,168 Site Address: City State /Zip: 401 Andover Park East Tukwila WA Tax Parcel Number: 022340- 0050 -2 Property Owner: Gibson Properties LLC Phone: 206 - 246 -2010 Street Address: City State /Zip: 100 Andover Park West Seattle WA 98188 Fax #: 206- 431 -2518 Contractor: McCarthy Phone: 425 - 649 -9000 Street Address: City State /Zip: 3150 Richards Road Bellevue WA 98005 Fax #: 425 - 649 -5050 Architect: CNA Architecture, Inc. Phone: 425- 822 -6700 Street Address: City State /Zip: 777 — 108th Ave NE #400 Bellevue WA 98004 Fax #: 425 - 828 -9116 Engineer: DCI Structural Engineer Phone: 425 - 827 -2238 Street Address: City State /Zip: 2821 Northrup Way, Suite 200 Bellevue WA 98004 Fax #: 425 - 827 -8986 Contact Person: Jeff Jeffers, CNA Architecture Phone: 425 - 889 -3316 Street Address: City State /Zip: 777 — 108th Ave NE #400 RQ1levup WA 98004 Fax #: 425- 878 -9116 ommercial / Multi - Family Tenant Improvement / Alteration Permit Application ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk El Flood Control Zone Fire Loop /Hydrant (main to vault) #: Size(s): CI Land Altering 0 Cut cubic yds. 0 Fill cubic yds. © Landscape Irrigation ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public Storm Drainage CI Street Use El Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ® Water Meter /Permanent # Size(s): 9" ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: El Miscellaneous CITY OF TUKIr A Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98138 (206) 431 -3670 CTPERMIT.DOC 1 /29/97 APPLICANT;REQUEST FOR PUBLIC WORKS; SITE /CIVIL, PLAN '- REVIEW.'OF FOLLOW) (Additional reviews may be determined.by Works Department) Application and plans must be complete in order to be accepted for plan review. Applications will not be acce throu the mail or f acsim/le Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. PLEASE SIGN' BACK OF APPLICATION FORM ❑ Hauling Z w 6 U O CO O W= H W O 2 Q LL? c W Z � ZI W U � O� O I- W W 2 H� w Z U CI) H = O ~ Z BUILDING OWNE O UTAORIZE. AGENT: Signature: 1 } ,, Date: 7/10/2000 Print nam :::= ° ,, ain J. Dooley t w `� ,i • 4.4 , ,, , •Phone: 206 -246 -2010 Fa it.-41 20 ], 2518 Address 100 Andover Pa West City /State /Zip Seattle WA 98188 ALL COMMERCIAUMULTI MILY TENA T IMPROVEMENT/ • ERATION PERMIT APPLICATIONS MST BE SUB ' ED WITH THE F. OWING: ALL f is TO!BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, ..5)CR -�iNGINEER OR CIVIL ENGINEER ' • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED CI Complete Legal Description ❑ 0 Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ 0 Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved F=.. W 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change ce 2 of use only) - 11. Location and gross floor area of existing structure with dimensions and setback U O 12. Lowest finished floor elevation (if in flood control zone) 13. S Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- _1 H 9). q .., 11.:: . ^V Aa.. oc - ay CO u _ w • ® Floor plan: show location of tenant sp with proposed use of each room labeled 2 O ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of g j any hazardous materials; dimensions of proposed tenant space. co d w i ® Vicinity M showing location of site I- _ z� 0 ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack z 0 layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of al rn - rack. Structural calculations are required for rack storage eight feet and over. D a ® U� Indicate proposed construction of tenant space or addition and walls being demolished o ff El 0 Construction details w ui in ' cally penetrations in structure, i.e., roof; size of u- U ❑ Sprinkler details - details of sprinkler hangers, specifically 0 z water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. O~ c� 0 Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. z ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). 0 ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. 0 ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) 0 ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the, property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY TH WS OF THE STATE OF WASHINGTON AND I AM AUTHO TO APPLY FOR THIS PERtirr� CTPERMIT.DOC 1/29/97 WIN INN . aft 4111111 MIL t **** ** * * * * * *'*4 ** * ** * * * *44 * * * ** * *** *** * *a *** * ** CITY OF ` rUKWILA. IAA TRANSMIT * * * ** **, Irk * * ************************ ** * * *2 * * * * * * *4r * * *4* * * **,4** * * *• T,1tAN9tIIT Number R0100736 Amount: 87.711.00 0b/07/0.1 11 :26 Payment,Methq CHECK Notation 'BOND FOR DCD Init;,'DAR Permit No D2000-226 Type: DEVPERM DEVELOPMENT PERMIT • Pat -cal No: 022340-0050' Site Address: 401 : ANDOVER PK E Total Fees: 101.112.60 This P . 87,771.00 Total ALL Pmts: 101. $ al ance. .00 • ****** : ******************* s 1 ********* ** * * * * * * * ** *n4 * * * * * * * * * * ***** Account Code Descri pt ion , Amount '0 8UIL[ }LNG BOND /DEPOSIT 87 771.00 6 73;0f/11: 97;L0 TOTAL 92.38Qr w, t /' r5tili', ; ,r i-i ?JIrT f4 A.14; • 0 1. 3 a''>)'. rFrrq :pdr�ffi'xalh"d?9lff� P =nz5�' r�i;r or.t.,,J 1 nY.hiJt� 7.. +71w1.•'w" „A s...:�;.1i.eu.la+c..n Nti'}':.; j:i ti is ,i.t..'... ., Ji.,.v Total Fees: :105 'This Payment 4,609.00 Total ALL. Pmts: 105,721.60 Balance: .00 * *dc** * ** * * *** * **** ** **A* drib** * * * * ** *A *A* * * * * * * ** * *A * **A** *A * * * ,, Account ; Code Deser• i pt ion Amount 000/386 BUILDING BOND /DEPOSIT. 4,60 .00 ��'I`,�i'S"�4 +1'yjP�j ° ray.'? i [Cd�'t'�:TrK��'�'��'�, "•g * * **A 3r** * * ** *** * * * ***• * * * * * * * * * * * ** *****A4•*** * * **A***A *A *o1 **A A** * CITY. OF ..TUKWILA, WA TRANSMIT *' ***:***h* * *A. A* **A ** *;** *A** *,4 *: Ail* ***** **AA*A* ** * ** ***A ** * :'TRANSMIT: number: R0100737 Amount: 4,609..00 06 /07/01` 11 :29 Payment Method: CHECK. Notation: PW 130Np Init: DAR • Pe°mit:Nor. D2000 226_ Type: DEVPERM DEVELOPMENT PERMIT Parcel No: 022340 -0050 , Site • A'd d e es s :: 40/ ANDOVER PK 7 4 k J10.*A.kA*0 *4- kA *t•k4�k.1'4 k ,F ti• s \:F•A*k:1.4*1r- lc•kkk..A**k:4A" A — A. *A 4. *41 -A AA. 4.* ITN * CIF'' `Iu1i�llLA wH f 1nA A.•k•A'k:k A. 4 A • k : k:k.1:. * * - A :4•k * �t•* :k:. k 1 S k•,4** A * 4 . *.AA*•.AAhi• *A•wkA4•dc•5 1Rr"►NSh9:T Nimber'r R9SQ0364 :ymauni; ' 3,3•':'7.7.4 09/25/70P 15,:53 Payment Method: G11ECI■ Note tionr, FREI)EOICI■ PItf)1'CR I►ail.z 71.11 ., .1?e►°n►it t1o: D2()00-22.6 Tvp.r'.� DEVPEU11 fEV E.0I'I1f:i17 r ?EI 1IT . . P N,o 022340 • -005ti $3 i te.: Address e 401 A1WDUUEIt PI; l: •f o t Fees: 13.3.41 .G0 Th ► s f?avmersi: 3, 33 Total AL.L ' Pint_f.; I 13, 341 „60 , 13 a1ar1•cca: . 00 A k '. ,,* 4* * 4 : 0k * *,- 4 ' h hA**Vies1•k•k *c *A4-9 tihkAh•A.4*•.4 *fkr47ck4 *4 i\4 * *sk4•k *4* ** , f cr oun t Corte, l)escr i p•t i on 1 .Atr►oan t: 000/3,4sufs rLf1N (NECK - NCINRES 2.90t 24 000/3 �j.8';30 : PLAN CNFCK'w (ifXLI'FY 70.00 000 /3812 S•f AT,E BUII.E)ING SURCt•I(1RtiE 4.110 000'342.400 IN5r FEE: u C'(.. a0.()u .401 /342.400 l :NSP FEE -• F•l.H /L]• /WME 45.0 4:12/342.400 INSP' FEE •- Sf()R'Id 1)RAII :15.00' 402/342.400 INSP. EE - SME /SSS 35 „00 . 000/'322,100 : I_ANI) ALTERING. PERMIT FL 194. i0 000/3'45.830 L�= ND - , ALTER iidl, PLAN CHECK :z7 50 031:2 09/2; 9710 TOTAL 3337.74 • 7�irrf,( .\lAi�• .r.�a >•# "� �C n�' r 5 :k*k Ev. CF k: ': * tA ( P ci Vin e, r1 1 P P A- A- feklc .kkhi. wF� R9f10031.6 ' fi mr.'u i1 t :i�l;i tt 14o at ion: 0 •t \tle:,O 401 ''iliNIDOVIER Pit 0,003,86 •t' t a l I t? p : j 2 . 9 14 ,, 60 Tctz I AL.L. Putts: 10,003.86 tlea1anc:e • 2' t11'.). '' d er , 1cAA4.4s \ kt1•A n� kkhA's t1dAA:de /.d•k!ctot'.h Fa_w raurl4 t: od' t= l)eat;f ^iuticw - t4Inr_ "L t1 0./324.100 B(11 1.0l:NO - .Iff)HtcCS" 7'.824.30 000/345.83R): 1'1.(l4 CHti:C1; 110t4P.C5 2.1 hA {e•.7A.O "k*k1;k k * A*Ak lf'.t1�18Dllr !e1- AAA.. /.k *A4t•1Ah 1.. 0 0 0:3.8 6 07111/00 J: ) (;1 r (t r l? i: t rig . P R O P I n i F 17CV PEI; ip- 17E011.0N:1LI4' f NI:ki9:I` Proje • Type of Inspection: Addr ss: Date called: Spec at instructions: Date wantE ll't'O' Requ di p Phone: El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: feL CC Wit n f �� ate: ► „.4•491 El $47.00 REINSPECTIO E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter BISuite 100. Call to schedule reinspection. Receipt No: Date: PERMIT NO. (206)431 -3670 15 k orrections required prior to approval Special instructions: Phone: Inspector: Date: PERMIT NO. (206)431-3670 • • INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, TUgikiraAVA 98188 \ A IAILar . " - ••• LJ $4 REINSPEC 0 FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Receipt No: Date: ' ' ••,••*- • • kAtiS++14t, ----- • -- r ect4l �� Type-of pspectionn:: , . L ess l ndou�,r E Dat q 2g J ra Special instructions: D 7 a.m. m . �.. R yeste ` WI Ph n_5 ..* INSPECTION RECORD Retain a copy with permit INSPECTION No: ''CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd; #100, Tukwila, WA 98188 Approved per applicable codes. eceipt.No• Corrections required prior to approval. COMMENTS: Ins ector .REINSPECTION ' r REQUIRER riorto inspection, fee must be aid =L.:at 6300 Southcenter Blvd., Suite a II`to schedule reinspection. V Date: 'Ei. m tw.�+9 a�fl.44:as eai$ �_ . r .;,} i�v- .,.,r::..t�kxY?.1,..+tfirtS' �a.tf dti.�r'i]�sYe.liEMi���• -�__ kd'c:i�w....t'UFiri`:irde�4l �t.,.v..m.r: �:; i,. x.bl ii.A(tii i.;nAtd �.a ni�it.. A.x.i�1;..sEl:.iida.. �+ .tw...w. b „1.'.y�,:. f 1 ,.;., ;!1 Proje ) /9( ve Type spectien: /0 ' ' Address: ' Date called: Special inst u tions: Date want / a.m. �" Requester; --- Pho l/ Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 SouthcenterBlvd,° -100, Tukwila, WA 98188 PERMIT NO. (206)431 -36 Corrections required prior to approval.,: COMMENTS: a� - ( 7c lo 7/ . /` vu 6.-11 � ,�-- %,L -- Dater ' 7 $47.00 REINSPECTION FE EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: { ... +*' d ��ti.a.u;.u- ^.z.wf" ,xvi}tFw.tuitlr� .;:e - • .ri ,gl;;�ka vla.Rnrw«;.�. irf i��• „�afx,r {. <.tSUAsh.. i:�.`c +tv:sav� N c 0 ; g J. r_a CO p W ▪ 0 • uj C.) a ■ 0N” - '0 I— U. • — 11.1 Z ' p 4 P ject: 7c/ ? n r on: e of � F 4-tn g Ad ress: ee� Date I - I I D I V . Special instructions: D ante . ��1 ( .rn. S p.m. Req ui r e y', Phone: —° ,5q 1 4 — aL I 1. INSPECT! COMMENTS: Inspector: PERMIT NO. • Date N NO. • 'INSPECTION RECORD etain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. $47.00 REINSPECT °F EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: W`. N N W i U) LL w O ; 2 LL < g2 a I=- W ; 1 2 tu 0 NI W I-- Z = 0 F „ : Z Project: c k Type of Inspen:G t, Address: i I I n �„� t U Date called Special instructi Date wanted: ss_ ? j'd p.m. Requester: \ • +J ■ vv. Phone: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: �,rru gi raveA 1��Prl Gte k t*�— vi or Lo Lac 11 -614f- ctb U.) t) iAJ 4 Inspector: '� ~TW Date: ` _ ' D $47.00 REINSPECTIQN FEE REQUIRED: Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Callao schedule reinspection. Receipt No: Date: k arat v�3b. i+�kC *s�"'e3t%�,TIIi�l •Q. err �. ,, �vr . r.. yz, ritf,,&: Pro ect: chelie IP� :. Ty of, Inspectio : Addres ... Lib/ 4 / er Date called: • 57Z-fl)) Special instructions: Date wanted( 57? /a p.m. Requester. c ,ii ill PzL .....59v - W INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION: 6300 Southcenter Blvd, #100, Tukwila, W 9818 (206)431- A pproved per applicable codes: Corrections required prior to approval .z COMMENTS: InSutACirrt ( 4-IOOr - so o4In uimt n rn v��� W W \vNAOW 4 > , Ct 6 Pr. ?* ttilot1\ a� rov-Gdi -ec1 wet. Al .P r' n I J c rov QP J r 'r°>h - ,,trftn r 4 v'oo -e-- ev tv 4 t\ - orf rnv F. rctwnt hr 'l, E.� Pv , \ Or E' ��raW - C k Qt f P S i n r /1+r1 C • t A 4no1'e o ff Sh$U-\-Lt h C'fU` aor �Yr r\9— a u ?r b4P r o v4r . ( IL-vb Gw Inspector RscmiA9/p. Date: C _ -1_01 0 $47.00 REINSPECTION FEE REQUIRECt. Prid at 6300 Southcenter Blvd., Suite 100. Cat Receipt No: o inspection, fee must be paid s edule reinspection. Date: F�Ct J u.. 1 h r, l o y �✓ � II I,, f '1 .. 15 ( A r ss: v M/ +JvV r / 2..i� Dat c�r led. p 4 /27/ Special instructions: Date wd: 4 / m. " 6 � m.. Requ ster: ..1I 11 ra .....36 INSPE RECORD Retain a copy with permit INSPECTIO NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 ENTS: 6 / . `>1.1/4 !` " - e - -� / r. L 7L> Approved per applicable codes. Corrections required prior to approval. 1 E $47.00 REINSPECTION FEE SQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: • h?.�' dlL ,.nti«:;. »1{U .., ,.. « 144..sh..T .il4n .C.mrW� }t,1Y3J jd ..r1„h:4? «rti {� Project: / ^--- Type of Inspection: `f ( ill �i . G+r /S l� 4e. Address: IVI Date called: -� Special instructions: Date wanted Requester: Phone: Ant. riti4lk INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Sou Z PERMIT NO. I (206)431 -3 EI Approved per applicable codes. ' Corrections required prior to approval. COMMENTS: j,I Z. S' ,c 2 j 3 4 aharfe.___ $47.00 REINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: ix.�•r)r.,.r .4�':��..: pit$. ...�tu'+.viiu;+..l.�r1K.+i(Fi� CC CO CO W N W: W O g ~ J : Q, I— W .,. o z F 111 uj, 0 N, O F— W ! 0 1.1/ • z' 0 �` ,z , Project: , . / - 7,/ , ` — fe 70:4 Type of nspe ,..... Addres a ! Date called: Special instr6.."1„ ctions. Date wanted: a �%ac -�4/ P.m. Requester: Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. n Corrections required prior to approval. COMMENTS: / a. 7. •-14/ '/'o- / 2'S1 4 Date: El $47.00REINSPECTIOf E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ftilistiAtestalt iataSa . t .it a...44wa:n . _ - .e...ASA Project: (( ` I F o T tc 1 Pclevto Type of Ins ectiort: I >f7Pc r a t (f/ Address (( -� Lint A - o ie r ` g Date called. �I ` 2,2-i- O Special instructions: Date wanted: L`- -)-- 1 '1 - U ( a.m. P.M. Requester: 1l t vv� Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION ,, , 6300 Southcenter Blvd, #100, Tukwila, WA 981881 COMMENTS: INSPECTION RECORD Retain a copy with permit t UN Gv,c. lrc \e, we h Lk) L - - t rrn S-irue ovo 1"tG cihrk ry i 'A sL i vv. X Approved . per, applicable codes. E Corrections required prior to approval. PERMIT NO. (206)431 -367 Inspector. Date: H - �� - 1 E $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: l 2:41:=M ; Sludiaete. ialta mtaril eramos,a. ° 's 3 a� na4 " 'c' t.� r4 i d? 4 .ati Y.i1R.iatt ii .,.........6t...m INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING °( WISION 6300 Southcenter Blvd, #1! t t# a ; WA 9818 Type of Inspection: P�tr -t&1 �c,veavl Date chlied: //) / Date wanted( lLP 0 J PERMIT NO. Special instructions: l= I re Inc. rs ia. (I t o , fedt Projects. Addre� .1_/ E R uester:. I On Phone: 20(0 - 3qL _ 9RZI (206)431 -3 Approved per applicable codes. jae required prior to approval. COMMENTS: — W/Orr vv-, • f 1 N), - QY1 f"t Slry�� Ah t'�a►�. 2 P © ,-4r ++ & � 1 pR A►1s+ C,Ut �k� (CC U f`' :d. r •��`�� /w I Date: 2 , _ 1 (0— 0 ) 1 Inspector: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: I Date: Address: Spe ial instructions: Inspector: Date cal ed: Corrections required prior to approv COMMENTS: I n . \)Con 1 '0 N tr 11 Q h t r r')rt' ' rJAtr'rl Pr ` `er e& Os v v.k 0 rG r■I ( nc644 0 ► \ 1 1 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: DaoO ^Xtc INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Pro' t: MIL. _Al 1 os INSPECTION RECORD Retain a copy with permit • (206)431 -3670 Type of Inspection: i.nF r'.+riw1� i6:.$s[tiAC'YVwiG;faStiylLJ'n'ai Proje�qr �e 41 C Ty Inspection: Cc1M- ■ t. fl Address: `(01 (1w •k) e Date called: 3( ZG(o1 l Special instructions: Date w nted a (P•nl. Re ster: -� Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. COMMENTS: 4 . \ Q- 1 rt'_ l r '4 Iru 4 1.4 cie.4 xioor V‘if- ar 1/41 :-. ira VA t A. .GL i A'—i 13 � rei vv.1 h ■ re vsa$- eo( ��. . 1VSUlu':1 - a" �( Co l .ess `\ s re Sl'v ?f 1 1.∎ '1'14 c - Vi od r Inspector: Date: -6-01-7_ 0 Ej $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Fz000- PERMIT NO. (206)431 -36 i9JKrf1,4 ,f. �"�rcil,. r v. „k+'i`1S V.I w74w +.u 1.4•.1.) ,. . +. - r;.lw «,r...Att .J li4ii C.) co la 9 w O '. IC ac C: J; to m` CY I uJ W 3 p o`o, W — ti UN 0 Z Proj ...1. ( a \ q yt tC'csh t Ty of Ins tion: y< t.,- ilo 1 Address: n 01 t `rtvtir Q��. z , Date c lied: 3�' I of _ Special instructions: /�� Date wanted: a.m.\ S -Z?,l �1 <p.m. ` Reg�ugster: J trN 1 i ecfr 0 Phone: `Zol,,- 3aY -4 t�1\ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 'Approved per applicable codes. Corrections required prior to approval. INSPECTION RECORD Retain a copy with permit COMMENTS ��t1�` /�,f Z "7' lay, IA frzii.d 41d i-e eA a o 4) -•( C /vim — / 44, i 7-- ) C / /'A /l 4 i Oh Cre 6$45 GP& 1.)1 p4 41 h 4.1-.- 61:1• 7J 044 tis)- 64 n It- Vic P1.t.e- Inspector: 9 I Date: 5 -'-� I $47.00 REINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule :reinspection. Receipt No: Date:. ' oebA Rw —A,gr` "� 4 ,�a2 �reb 4 4eatiftkniatrio .Ciar 11.4• dAlutf.44x.4..:mi y.dW«li��.s • �s. !:Ls h.:: - .i v. °wxY?'viuu W Ce 2 V W = N LL w 0 g Q N_ FW ; Z F i 0 ; 1.- W W , U 0 E', . 'o W t�. - 0 ' • Z W c . 0 " Z Project: --- Typ of Inrp ction: Address: 'L( (�acaov� `� nn (L`C• Date called: 3 \7-2- +c7 Special instructions: Date wanted 't 3 ` 23 r- /�a�'m•' 1p•m ' Requester:: ---; t1(1 y, �C..1C 0 Phone: 20( - 3 �`f — C''3.2—‘ INSPECTION NO. :CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 a per applicable codes. COMMENTS: h 2 F •L h I nr) Ir S . r t1 rd 11e OA Inspecto INSPECTION RECORD Retain a copy with permit p 2001 - ( PERMIT NO. J y� (206)431 • � Corrections required prior to approval. Dater 0 "V" $47:00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date:' Project: (4 f ) e \e(J�cnaL� Tyne-of Inspection: ! � U1' (� c � 1 re l 1 p c � b-wl Address: `(of n(IcI1WV'P( Ok Date c lled: 3t 2.Jt p` Special instructions: Date wanted 3171 100 a.m. C Rgguester: j tm Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. OF TUKWILA BUILDING DIVISION 300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Z oo o ZZip PERMIT NO. (206)431 -367 Corrections required prior to approval. COMMENTS: tra vv l hr I oo - - Res-1 ro4 10 -t-t) I)--1 couL.A.S -47) a l .:r rsvic.4 1t f/ , " Co L - It L; e H Inspector'"' > _ Q Q $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • .f.7. 4 ,h IV ft: OC tU Co § CO 9 w g F _ h 0 LLI D U N( O '— = V i II H o ; • LLI Z U 0 ' H = OH Approved per applicable codes. INSPECTION RECORD Retain a copy with permit .INSPECTION NO. C ITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -367 Project: 1 •C) 1,r. T c : h Address: LAb, f rvc Pt. F. Special instructions: Typtof Inspection: Date called: v /2.'7/o I Date wanted: Requester: d Phone: h ne: - 3e/ t.f c / l Corrections required prior to approval. COMMENTS: !) t..or✓ ` 0V pin 14r)t4 4 1.3 v. )tic v rttnl ;Lilt A 44 verj 31 %r ad O.V4 e A At ( aloe row cc pPro vet. 0W Gri c�nve. tl ex74P.Yi w" C4 rid. `` ruNAtln3 (Above.. f (ODr . 3k A t v1 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: l , rain,.. ec&W''p;'.= ';w'#D.. Ls. tk' ;;'.11.' INSPECTION NO. • ITT .OF TUKWILA BUILDING DIVISION . ':6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Inspector: 1 INSPECTION RECORD Retain a copy with permit 4 Project : — l aJ per /e.. Address: Q/Ql / /a'/ Special instructions: Type of Inspection: f Ida .l)e41 /C/ly Aktit Date called:. , (2? /4/0 I Date ant /( / Requester: Phone: aa 6- try - `,Fc / (206)431 -36 0 Corrections required prior to approval. COMMENTS: hS <J'�s „. L i �, stlG`4taf 1 '-I 1 -1-r l J C-L; t r/L3 2-2 C4IA t e P d� )C■ L ] appr \Co 18 I 0-C-c I � Date: 0 / $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: u 4HF , n. M. wt eR�.Y,.... u4H6`IaF .cr. Jat.:kti6k(h+w etS,a^:rk eb. ,it 7 +.qtr ltkfiS... ';id'4 Project: (05)�e/lci q�e re (II Type of Inspection: S CP-c-G ai -. Address: J 40 / Aid vcr Pk E Date Balled: ,2/g /0/ Special instructions: Date wa t d: a.m. Requester: c J1/ Phone: - 04 - 31y 9r?-/ COMMENTS: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION : Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. PERMIT NO. (206)431 -3670 Corrections required prior to approval. I I I I 1 WA I II 1 1 I I 1 I I I I I I I I 1 PiirWAMMI. $47. I NSPECTION • REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blv.., Suite 100. Call to schedule reinspection. Receipt No: Date: d ; rhtwo _ wq &i» .r'!: " .'.beet lAit"= '. lM°4'vw.t.r,?1".447; t izr 1, to �; N W` w o 2 g u. ND. v Z Z O O N W Wi :78. y' 0 I- Inspector $47.00 REINSPECTION ' E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Project: Teal. Address: find rvw PL E Special instructions: uAe Date / want d e2 jo y Req ester: Mm Typ3.of Inspection: Phone: • Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3 Corrections required prior to approval. l u. �w: WIIw' iYLB° 4 o�Clu1JW `nf.'i� {G��attiv.a$+tVaNti ��: 41.1g .7xrtrC:'•�4Si Project: ∎ �G►� i r 1 �J£ ��GI�1 Type of Inspecti Lido lI MG Address: 1 -1M A v.r\ryj r ?\2- C Date called: 1 -.8 -01 Special instructions: Date wanted: a.m. l - 9 - 01 - gym. , Requester: Phone: 2.0e- 3q1— i -9 .821 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Gto .� +( H Is* + a ! s$ 117 HA 119 r rn u-t � Q 2 Poor _ proof 4 vrovw, hr ran IN, 22 = a ylpri ufi. Inspector: 2 J (206)431 -3670 Corrections required prior to approval. Date: )— $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ' 4av a.13 . 4t .b.�. �+, rv.r>. r?i a}�Y_am, er ii; J,i:aaww Y;:J.:.9..u:kwtuw' r• "1, ba r. +,;.,ri'.1 w.w.,r..�nww Li.shF.y3.n�� •Yra:M:ti; .,. ry +:x a ... ,; o-: I0 (A W N W'. W 0; Ji ►. a 3 W , z 0 ; t ui 2 W U. z Project: F a. - 7PC / r f '7 °� Ty$e of nsp ion: u A re ss: l n otr�r + Date called: l Z. o Special instructions: _....,, Date wante /2'2 — 00 ("•m.) p.m. Requester:._, -.301 P t 9e,- INSPECTION NO. . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 COMMENTS: Approved per applicable codes. INSPECTION RECORD Retain a copy with permit (206)431 -3670 Corrections required prior to approval. Date: $47. O REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectiori. Receipt No: Date: Yew: err „r.6:rClpk, e.'+S,44.04s6 ;,./ •■ 8 U)W' u. W 0 g Q to Z I— 0 Z � ut = Q o� W w 2 ti• z C o 0 ; Z Pro t fi. T`� Type f Inspection:, / ( cY aI /,, I N : a. C ca l d le nd6 Y�Y Date/ l ... a) Special instructions: Date a ted• :• -ooh 7 -4:7- a.m. Reque .i (0)39(1 9g;- ( INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: ht, 1 s ch ;L Floor- 01 -$ Less �3 Inspector: Date: 1 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ir,.... Y +�SY r...n..�tAf. ,.�t. `le.•,:.d.�.L .. rv: �..fa.a'e v!..! +L..x,h Ntti:1rl.dal.: N b Sv:6,; ':.r�i Project: VO.•1 ��Q.�1no1U Type of Inspection: ` CY�'�►v�'�(7t.r� - Date called: 3 1 - , -, — DD :--- Address:) .401 n P Special instructions: TF OWN 0-) \ V. OD 'A • rh. Datg wanted: 1 - VP - 0 0 c.—.:_a.m.-- p.m. R q uester: A Q ) LYA l .Iele D Phone: • rQDU - 3q - ate INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: V,\ c y cif /e5././ S Q 7- /C- �'orr�ic� 7 2 / 2 Inspector: vG� Date: / 2G Sys., //.211/ 1 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ttalMab6aJkiiVIldela&WIAM a 3 ,:.., U7. a \..a mink kl«,o'UidlAad4eem s ` +a • -� +•. ..'} + £r: >;a ut.,, is uh u nJr i M ^,M1F.L �.. Y' +. kx 1s . {.t. 4 ,. na K; x, . .k s l xue,.r -aSu w 0 LL Q to d w O H ; a F- w W' 111 Z U 0 z Prot• i t (C`7 Type of Inspection:. �. Pi14'YVl Address: Date called: Special instructions: Dat e : �l 00 a.m. P.m. J E.:b Phone: Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA (206)431 -3670 Corrections required prior to approval. COMMENTS: T f'AE.ct-bi- c,a-c_ P rlr! 472 Date: / 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: higoikartuegoofiatmwowoittlonati r:SY.VStiYtal.'L�� .',4i:.i far qk.. X. w. A�. �•F1..'� MaLirttd. n++ {J \.alWrt.a. v..r ..:.i �L. au:w`...y`Y.. k. .Y7.r �J.1.:. f P ject: n -I' le, me_, a of Inspection: ccf 71lSUlA+ior1 Address: / 14o) dajp' Pi( E Date called: 1 t-2-i-1 'pp Special instructions: Date wanted: a 10 — ZS—Dt� �.m. R ester: jt ne") Gl e (-KO Phone: 206 - 3qi -- 9R a1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 k Approved per applicable codes. PERMIT NO. (206)431 -367 Corrections required prior to approval. COMMENTS: ` r rst rsv'aTiov� ynspec k t ov. o-f) l oc Q c O w, plQ P C kPc IC �rl ' � // � � 14 'f i \,\;) lc� - ; oti► t1 Inspectorr ep ,avy Date: I O 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: g ig i7u iswar — ,, rsza :q fi. .ut _. -a... al..,.didt�Fs�.�.dvbts' P o ec � 1 eCY1 Ty• • of Ins ection: /a t d ess: rid pe 6 �0 c al l ed. D 0 � 0 D Spcla in lion / Psi Date wanted: a.m. 1 b �0 D P.m.. Requester: Phone: ^� .`3/4 /:g�� ti. INSPECTION NO. CITY OF TUKWILA.BUILDING'DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS:. Insp INSPECTION RECORD Retain a copy with permit e,i..rs c773 ' C PERMIT NO. (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. Date: 0lf/ $47.00 REINSPECTION FEE REQUIRED. Prior to inspectio , fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: r i, u [ar" an.i^it ea MAIa'3 ti'.assit A'L,7d'Ti�ifl tlN �:' S�'.C�� -• r i 3i�li .+'..x'>N 1 1. �Yt4w✓e21 1� n;ttA.L .X; ?!'i4 9 N u . w o ; . g - N uJ z �' o - O I-' W ! Z ' 0 t .. z U - z Project: Type of Inspection: Address:U �jj^�� LI U /� r\ L i cx ic2.r - n E Date called: 1 k: - Gl c.. L. Special instructions: Date wanted: 1U v a.m. Rqquester: Phone:. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. corrections required prior to approval. COMMENTS: I P tAJ 11 It\ tCf p VI-- AffRotiAL O S0(CS 15 P-e-00) ea> D 4,1 SITE. Pict . TD ,4 ,, eov,gt. - ZPVwt,1JP PCtct � hSf P( tars or -brAe 10 -C1- coo colAcvr r r Ov\A tt e Or COSA El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: .:. - - tc.,rrw3:.a rb d�w:. W S'Pi.. x.rf,lL.kr kCS 54W...YSu F`zSaL: V n ` or • u_ W w • o Z : o w w O 0 I— w Z; U 0 ' Project: - T Type of Inspection: Address: -' D Date called: Special instructions: D Date wanted: apy� IU — LI —Ov • Requester: , 1✓1 C. tc_, c. K.. Phone: (AZ- INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION ' 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: P E ;cal T v pedof ,A.� o - Ll - 2_000 CI let C If C . k 4n 'V wr S be Yf 5Pv,4 C 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Callao schedule reinspection. Receipt No : Date: • f: 4 i.-41a,.s. 1 AX.,.:a r:.a u� wiie.,silitGi': � .rq :•;:e .vsr ik• t • •..• 3 pro ject: c-1"trft.It.� I CC( L Type of Inspection: - Ll,t ( \ri* 1i.Y\ Fboti nCS Address: ' L ` of kr\ ` PI6 F Date called: 9 -DC " e0 F Special instructions: Da e.wanted: Re luester: 71 \ C. i [ •:o Phone: 2 U.r - -3 1 - INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY -OF TUKWILA BUILDING DIVISION 7300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. (206)431 -3670 Corrections required prior to approval.. COMMENTS: 1 h pc '4 i ny, . () . v•C .O V r 1)1 p copy ►c a4t riv\ L)A C) Vier Otter\ A , I Uvv G Y 1 �1 rye c 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: Project: Fct I Sue techno1 Type of Inspection Ftn&I -- n ary ni Address: L4nl Andover' PK E Date palled: / �J . 7 / l-i o I Special instructions: Date anted: a.m. —1 /I a o, 7-.-: no I Requester: vcr 1< Phone: L -40-H ciOnn INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Npac 6) eteQ �� as how � �c t. - _ o U El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: : :S�V'4ia '1. .rttXlu'u •1' .,J.t-n.�.�.0 as_G.t . <A Fo. �tir.•.�a.:.i4td::,.. 1ec rr f TP( r n o r Ty f Inspection: ` i C ( n n In h (Yt. re r 7 n f'rivQ r PK � D t oiled: j 7 co /01 Special instructions: Dat wanted: .m. Le' 7 -O/ ( j p) R uester: Ar K. 113 n8:(0 , 3 9 Lt (7 al fr`4,,t lt�w��i:i'li:M Approved per applicable codes. . RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Duo -,277(o PERMIT NO. Corrections required prior to approval. COMMENTS: PTO ( pADU t C a- tI ■r■ + am \`` OL&K cS7 {11 -1.6 c r- t 0 °lam 4hc pmt+ r ieth4 Coss d la ncis eApp k 1 P s ter c+a bles - be nc;G1,a �. a a �2 � P � 1 var. lou a►ni n , nx/2.fu.Q. "t", a re cc NAG S t . Lll n o. Ao Cerra �t j 31 r� r �Cl r �c (:�l t 1 ` Ad � ) ' VL Zn n5 w r c v\--erns 6k-e_. co W - € . Q. Inspecto Cc e Date: iv a i $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: > „�...r�raiaa..h, eS »r;..i:td3 K?:`s bf nitimaar.:wu3u tiaa.. lr .: ,P1, t Project Type of Inspection: p, l A es(: j / (� r .. - Date called: Special instructions: ti Date wanted: a.m. p.m. Requester: Phone: 1 *x- INSPECTION NO. INSPECTION RECORD Retain a copy with,' e PY � p ermit CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd, #100, Tukwila, WA . 98188 -2 PERMIT NO. (206)431 -3670 a Approved per applicable codes. Corrections required prior to approval. COMMENTS: U•s Inspector: 6.Q Date: `L $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: a �'i u:e, r( ch »ol 9� T of Inspection: n r 1N Final Address: 4loi An et, E Date called: Special instructions: h i b Pit 2odi.,.— r „ � � .., Date wanted: � - �- of a.m. , Requester: 0 Phone: 6 3q4-1221 ecAS?' f=GF Z, 1-) v./ 0, A, ,r_ 54 cee5 sp C5) Sot INSPECTION RECORD Retain a copy with permit INSPECTION NO, F TUKWILA BUILDING DIVISION center Blvd, #100, Tukwila, WA 98188 El Approved per applicable codes. PERMIT NO. (206)431 -3670 Corrections required prior to approval COM T 6 E e l /mac t . .c(d 7017 / 4/ -k dig // rc rte► (en � -� f . s 11-1 t n &v)Ze x1c2Jc, /outer d l` e7711- Inspector: Date: ov $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 4u:.� rn.rv'1;; ,+<.„ nh ;N`rEt�r..u -L + =s.a...�;�,;.:.. +HHCa ?r.6r�iwlh:,.it ., ;i_k.,x:..(.w�d'4 «;.5„w..v w. ar .EU..`a'i - J U CO W W; W O u_Q rn �: d. Z ' UJ o D O U i i W W i! Z o � Project / � hlF (. . .. v b' +f 'T of Inspectio S 49 f 7 7, Address: x'' CI Date called: /77 Special instructions: .• (2 ) Date wantedy, A � 1 `�a..m` m. Requester: Phone: INSPECTION RECORD ' Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter.Blvd, #100, TukwIJa'WA 9818 PERMIT NO. (206)431 -36 A pproved per applicable codes. COMMENTS: Pi >IC 4 ` e4/1 #7./A 1 CCfJ( Corrections required prior to approval. L $ 00 REINS!ECTI FEE REQUIRED. Prior to inspection, fee ` must be paid at 6300 Southcenter Ivd., Suite 100. Call to schedule reinspection. Receipt No: Date: ..ra�Grs"C^Ql s`»��'a 732?iC£�7L1�SuS Ap EFS+ W to cow; ca Q W0 OC ~ 11-(0 Q W I W n o co o� W W` 0 Z Cu o Z ti:). Itidi� ...d.k.rMlcbaSrVat:ffiG:r: mss: >. .4 n..c3 Qvi l...c.., anti,a i 4.:;iv , +J117. �e, n.c.H..a r.asu.w. ;J ,�r�o� :„ zr,.i.o • wac Projgct:, Ca Type of Inspection: Address: // l a.(il 1 Pte," Date called: � / Special instructions: Date wanted: If a.m. p.m. Requester: ASST Nos moo. Phone: Approved per applicable, codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval.. COMMENTS: s av Psi" on s )47it, OW.P444 AleVAi id( /Z:x 7re/ Ac o dice ac. aciA !1 * te r- 1 u ',CI) plccdr S Lin Oft $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. 'Call to schedule reinspection. Receipt No: Date: af.. -'nM�2 ".44 :` ei ;.nt:Cf1Fs''p'? "M'�n:'asJ CIF 2 p / 1/t A. T ' / Type of Inspection: r Address: / 11v/ xd ,a/c, Date called: a/00.) i Special instructions: Date wanted: a.m. p.m. Requester. 1 � Phone: En INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: .2 /i y /U, 6/07 t4 ' ' Q "l/A//- �! Ca,41i2 f 7`art fi4/ /dsi4 ,.. - / 4 j ei ,r lef lI /A' / 4),' :1,t) f t,C/tld/=,P h)(( .)Ti, viS �� f id � U i ✓ / % ,Q 4 f' • /(114. /1l. tc 7J mod/4 ff /fl y s rooNirc_t .41` LJ Ca. .44 :71. //u Sf G/ if kr Mil gG 4fitc/LtG tot /4-Y7 11) on,/ f tom/a/r ef ;Cc 4 [ .., � r fr (0/ Cdiplr /z f�� (d /' ff ?7 ,g lop; fit„ Inspector: Date: 2/ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: t.. .. .,.,, .„_ , _:i. A .vAGi ui� su. ? >n ± ; :fr .urt + ..tk<rrGsW ..tUC , C - 11..., la41,.. • ... ;;l.fi.ul .t oir44.10 a • W g co W W 0 CD 3 Z `tee 0 1-' W W —o fa z; O � INSPECTION r10. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Project: 7,,eG Spectal instructions: Type of Inspection: L Date called: as h / f a.m. p.m. Date wanted_ / r � Requester: 57; //ki bt.0 Phone: Approved per applicable codes. }: INSPECTION RECORD Retain a copy with permit (206)431 -3670 Corrections required prior to approval. COMMENTS: Zutf. it5ace`�,P;=i t i.e; a r Arile /('3c)/ 12e s 514 A PA Inspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must(e p aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No: I Date: 6e Y.uatftag S+AgskackrAct s -"fit - "' - - ` n s . ..., ..r i,, ,.,..,. r�lW.. \i. i�..S- >JV...uita... ♦.r,� 4iv]IW�I:.CJ >ti(I.Gal..uia.}.r:(<I re I N § ' W ; u . W O -J O ' _,. Z� Z L F W o I-- w W' 1 — - 0 11 •Z ' N 0 ' Project: ,;y r Type of Inspection: /4 Address: Date called: Special instructions: Date wanted: / V a.m. p.m. Requester: , ¶re I s Phone: INSPECTION NO. Approved per applicable.codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: p- -*tea n ceXP eid5 , s, x. fo't _ _4 elk D Z Le/10,44/r 2,6 �► 1 L4A ( . 4 4 1 of .0 r ? SW13 PERMIT NO. (206)431 -3670 Corrections required prior to approva Inspector: . Date: . 87 :�- Cy $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No:. Date: .. ua. f , 1.44difur.3a.ia]w iv<.iit,s4,4V ��ac7ysF" .CjY.•r4' ,.a,,rxii;i#u?ti?4o =i MM.t.dv,na.�F5a.,a�•.,_S .,.�`+n 4 4 %uL b. rfa �; ?:•:rte: S i „,u..'.d:..,,,., s Pro* .. / Type of Inspection: s 0 Address: iw/ a- i og ig Date called: as f o, Special instructions: Date wanted: I( t a.m. P.m. Requester: S r /1 o s Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 2. do0'2?.I. PERMIT NO: (206)431 -3670 Corrections required prior to approval. OMMENTS: (2-Afol Inspector: 6U Date: 2. /_ / j El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: .�.�.1 &4:»;1 t .z.t. �v1«a.m.Nt!.azau, . ar•; .4 > +.: Proj ! Type of Inspection: / /7 Address: called: Date called: Specia instructions: Date wanted: . a.m. I! /l p.m. Requester: sr .,4,4 Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. (206)431 -3670 Corrections required prior to approval. COMMENTS: l Gtia!- � -�"tr rut( , s 4 , sf c� 'prI7 /53 t-/ iv fr)v ,1;^-44Add 64Attoe:1-0 . pc he 4 ",,s. Sr' 1-49 Inspector: Date: )lo ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: a9u.dedl'P {}�kn,J�.+:r.7 Pk .tmN.d u da+:,ur+«..ad... A,. •x., �a°�rt 3,d as. �.�if S ` � W ` WO 2 W O` ILI uj U 0 O N . 0 I— W o •zt Z.. INSPECTION RECORD Retain copy with permit INSPECTION NO. } ITVOF TUKWILA BUILDING DIVISION 300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Address:_ � / anvi d /Special instructions: 0 Approved perrppliable codes. Type of Inspection: Date called: 9/0 Date wanted: a.m. p.m. Requester: T Phone: Corrections required prior to approval. K frt 4M fp $47.00 REINSPECTION FEE REQUIRED. Prior to inspectiop, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: trfS ' M LaAL,S uwist`i �Y.k Y.z;tyLi 11N�tti$ ..Y.,F Yep <��AL.. Vey PCB 'l7.. m DwY ...riFl�il; CO Project I ' �� T Type of Inspection: : Iron AN Eoe Pr y Date called: )1 F Oi Special instructions: Date wanted: a.m. A It p.m., Requester: p- � S V e WI S & i) Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMM )NTS: \t/' o ,ju t3 MTIfr conjjlrc-f S S '1a.c6 pm 1 WEST plat- AA Fvu , vim �J� /� �C.fifeD ,�. Ft--uvv_ (rr Volot - m Eth-ar S -Q4 "TO vSko - ot S +kML r .ire - 4 L,N - Lti �, ► N t,, I u Py). -e --iv∎ 1-6 Qa�� S�v�• c a 1,40 (;v.a, ' Oat Or 0 Inspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ,., catn�S fu5 ''_"•.y..•L -; s;r. ^1r "<ta�s::•lt .Sri s. tawrxr.taa, l.# v #,, k..:N V.'t+^e:14- ,1n., wJ,.ctrH4,404,,ua.d4.,7.,: a: ±,ir;'� Project ! J LLe Type of Inspection: Address: Date called: v u/ob Special instructions: Date wanted: 1;1, I a.m. p.m. Requester: Sr- s el,. Phone:. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval.. COMMENTS: i f i7 /ct Wo` it Rep. 154 i 4i ski sikpkveit PK . g;ao -�. (5K v,/ wv ttiw' syie iG sk — 6Ltrxwi �+ � 'I- -1 s ms 6 L. 1 Piece P3e h C/KAMbeil � for ks) CO 3 _21 U J J hU 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Callao schedule reinspection. I Receipt No: Date: x.Pd.t��tieiutii'• •. - : - 845 Ysrs,414.,W5.,4..41 .e•s YNS ige.; 4.'i,L' INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: I Inspector: INSPECTION RECORD Retain a copy with permit ti D2oo0 -226 Date: ' i, PERMIT NO. (206)431 -3670 Project: Fa� I5ueTe _ ?oa�te' Address: 10 � Andover Park Special instructions: Type of Inspection: Sfu rvrti Date called: Date wanted: ! v a.m. Requester: 5 -eve Phone: X25 - 8 0007 El Approved per applicable codes. a Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Receipt No: Date: Pra•ecs... Type of Inspection: s Address: �``�� n, om, Qc. E Date called: / t s ‘ � ` � ?; Special instructions: 0 / Date wanted: �� : a.m. p.m. Requester: °' Phone: f INSPECTION RECORD Retain a copy with permit INSPECTION NO.: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter B vd, #100, Tukwila, WA 98188 Approved per applicable codes. (206)431 -3670 Corrections required'jirtior to approval. COMMENTS: irpe si r ,, ' bMf p Rcrp pi" (A rf t t ) c s e 1uJ '?4 �.e.� I 10,17.1 g L¢i C4 a R��t� t I R Q $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid i' at 6300 Southcehter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No: I Date: 5�i '•'i+u�':`i•,3t�':ya�.,'I:,�' 1 ,.r,•rw...r2�i'C:i,e.mo6z�.e•X— :.v:,. �:�:�srii • .Y., ?4 • • ; rti� r e W 0g N W , N IL W 0 LL Q! CO C'J Z00 2 D 3 0 0 1_- W u i O. . z ` N ' O , Proje t: la 1-31elk Type of Inspection: S t Addr 90 t off. Vg- �. D ate called: Il 7101 - Special instructions: Date wanted: 11 I a.m. p.m. Requester: _ / ii. S Phone: • INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. i2o -224 PERMIT NO. (206)43 -3670 Corrections required prior to approval. COMMENTS: k/-4 !/210 0 /( 41/4-13-0. S s U. Cv v+ADA, , ue U : . vs41 - eal Ru.) su1ctin -fsi Ss Inspector: Date: / ./ / 'y O' 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: V. n utv. w,.. i,... t: :t• r a1 ., `;u ...c k za ..,. ee-::. d L�xi� .,kir..:.c.l..mwtultiY :it • P esctr�Q Type of Inspection: w Address: 8 L O�.v ?f- Date called: Special instructions: Date wanted : i t a.m. p.m. Reque a /. ( MDS5 Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pwn2;24. PERMIT NO. (206)431 -3670 Approved per applicable codes. COMMENTS: 6 i U4;164 L D.. @ i s Nor - 41 tui i' ticuNitA Corrections required prior to approval. Inspector: Date: /4 tt $47.00 REINSPECTION FIE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: u t(fsiEri.u.a. ii.uN1,,.k:t INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 �oI Andover Park East Special instructions: Project: Type of Inspection: Fa +iqq let logy- Mustartq Wei 4 9forW) Addres3� -Date called: 12 _ I Ci 00 Date wanted: a.m. 12- 20-00 .. ' Requester: eve Phone: 1 425- Sl04- 0005 Approved per applicable codes. COMMENTS: iJ xs ,(SAM AN C &ur .P vat-i ,IMAA A atAVA ' J\ A&4 i(/Yt t? Rs INSPECTION RECORD Retain a copy with permit D20 22 6 PERMIT NO. (206)431 -3670 Corrections required prior to approval. I Inspector: , � J-' �V I Date: I $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Receipt No:. Date: s@taWtob . -r i1'.Y61 1.i.4.r.: zastist . �»3 s ..i .` :,aaati `a: '4.i OMMENTS: Inspector: MEM Dp MAIM E l $47.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reins ection. Date: Receipt No: INSPECTION RECORD _ ] Retain a copy with permit _ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. • (206)431-3670 Special instructions: Corrections required prior to approval. 1 :44110. 1 iggi , a • t 44 " Project: 4 f . � Type of Inspection: Address: ' Date called: Special instructions: Date wanted: " a.m. p.m. Requester: Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION Approved per applicable codes. PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: Inspector: a Date: j11 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee rriust be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Receipt No: Date: � : .iz.tr r -Ao. r.1 .. r.at tC . Zdtaiat fsr' eui3: 541. ' £ u ' a5` Project: i Type of I nspection: Ad ress: i 4 ` ) 46:4/".CM/4" kit. Date called: 10140/00 Special instructions: Date wanted: D IQ a a.m. p.m. Requester IAA �r � �ti Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. MgKittleVauatilW COMMENTS: AAA _P - t . tip" 0- F r (i> 1 d.49:11. . cti cav-$1.‘ Corrections required prior to approval. Inspector: C.9 L) Date: v ,), $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: .., f�k(iadnFSt�e.�fu4.:L:,,.lr,.ir . �l•�lt�', pe ( Prftt: \ - e- , r,frl'(NI\ lgdion: Typf Insp il (.c..nt-\ T Address: t(Ok (AAA 0\1`4 / CAL e-- Date called. i Special instructions: Date w,anted:, 0 31 0 ' I --... a . --m p.m. Requester: —, )1 irh Gt ec—kc o Phone: Zo‘ — . -.• Ct ,• COMMENTS: Inspector: AA 'lel N _ _ M II M3/-- 4.14 "Ft--.M .1.111014111 - ■ 4 4(mapil I I I I I Mni WPM 1 11 IN I 111 owl • V INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 0 Approved per applicable codes. 0 Corrections required prior to approval. CAC. FOr t12X11 6,1‘ Ozoo O-2e<0 PERMIT NO, (206)431-367 Date: 2 ;3_ El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reins ection. Receipt No: Date: tro • 34.4tt'S; ' 't‘f sitiv;W+11.i.q■ ILI 2 t.) §, 2 w, 9 to U. uj 0' g u.< inn co z 0 z w w 0 gn 0 0 i••• UJ • Z tir 0 Proj t: I - r 1 f u e r i'4I Type of Inspection: �%i Address: ,! Date called: Special instructions: Date wanted: ? `4 t` a.m. p.m. Requester: \ ) e \/ HO ( #.3 Phone: f INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. r iaiik 1 M'�. MiU4RNW (206)431 -3670 Corrections required prior to approval. COMMENTS: itA en ChAuel : ,, Ill tA # p f rya 'In E . N . e tr..T.1 <C AA y : ._ i Sib t V (L-c n c 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ,f tt a }1Ji� .++ce.,rat.�� w, t .;lzai?prnbAixti ,Y .' a6+ Gx. nS:awIix,iumrd�eh..:'•:��. ?+ci; Pr ' c 1 A 44 TP elA . Type of Inspection: afES Address: L/ )I Gt,.tti, tru.&A �dC Date called: . 1l j��0 Special instructions: Date wanted: , , 3 /). vf a.m. p.m. Requester: . U c //n Phone: abe 39y greli Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: MAI AS tuaitk yerft c-Lut..4/ I rv► � Ata44.0y.1 ' (QM4a - T - A.4/ c_eafit.,4 s Inspector: Date: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: = • • • 0 Z �. 0 : . • W W; U =' ID rF , of � o z ui : 0 z Pro'ect• Tai. Type of Inspection: ee/f Address: . Date called: Special instructions: • «., ‘ .N.. Date wanted: a.m. ' 33 /6,Q/ p.m. Requester: '1 -`', Sre.lt.P //hS b...d j &1) C'CI15 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. Inspector: Date: .? /VC/ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: 06 Le 1 p< «. (1 5e. fi t-' % 0,a.-10 1 425h S(h i 6 , r- reAY,e.di * Q4,td / r'axu 7?) owe SaAur G„YLt Gclyt/I Fr{ 9, - .10/try �.]�l._ -a.�— .• i �w¢.� �.5' dtl�t _____ -'°' ' ";.' tY. �l ' �i S r�n ..�.' 1 arc. }�`tknxi'+4.u�i:d�.:ac%:wa M��. Udr,!• %1'i ,4. ..F�.%r',t`aA�t r- .L.:ianJd.W P+nhi}+in.An }.. n,:'Jti�cd.. l,��rF;: Proje€t: / Type of Inspection: a f A v `per � i U �" Date called: �a C Special instructions Date wanted: / / / Z'1 10 a.m. P.m. Re SZ2 t,-e / #05 64.4 Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: 2 fat- 2-fr fig d ped 7 S) ; t� dzice. J . 714 PJ. 7'a (ay..t.ct.e Inspector: dki Date:g r 6)j 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ig 1 t OR!atzwB. ulltttsd . F. s T,x:. 1 i t � tt, t ,tV `,9 Project: 41' / 7 (,C.� Type of Inspection: r4 -1 Addres : q - f, Date called: 3� 0/ Special instructions: Date wanted: l( 1. / a.m. p.m. Requester: srr:VeY//r, 15/4 Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: 3�i �c)/ Gi4 7 tu I,yp e 6s.4,,► i` cs-t -,.ate, 1 4e(-4i - 4 ‘it @ 5 -w 4 .4-4 ,1u.. ?i74 / ! , G 7 c/ 5.4). w. Ci -L7.. 5r 77) it-La-tdo i v/c6 r aragrfuAd $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ... ca�irat:S:.�Z.rt►+iakwaoi m+.;x: N LL W u_ CO p w o 2j Dp o - a , w W` 0 ui Z U= O ~ z City of Tukwila Fire Department TURWILA FIRE DEPARTMENT FINAL APPROVAL FORM 7 000 - 2 9 Permit No DZ. - 2 2 P roject Name r:4-r14 ae_ "T" Alut y Address 4 /0 / A A/ A t///1 'AA Suite # Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood& Duct: Halon: Monitor: Pre-Fire: Permits: . 7) . 4 1A-Apki Authorized SignaeUre FINALAPP.FRM SAT. 6.-99■111 (Tk r, c p Ack 7 E f smc- rZ 1CA7c_ T.F.D. Form F.P. 85 John W Rants, Mayor Thomas P. Keefe, Roe Chief 62/Y/0/ Dat Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 APR -20 -2001 12:50 DCI ENGINEERS DCI.ENGTJEERS D 'AMA'T'O COr VERSANO INC, A mil 6 M IAL em /x14 d, wmM M'-1'? NtlG.1, z. I P6! 11 S 4, (37 `'I'&S 4 3Z" ac. A l lt d K` - 1p CUNT toNIrltTh IN- ( 6' pM WA14, r!, I 6710A 1+1ar7it► '�• MIN NNt/ 421 KM - 1e PA Z ;no RECEIVED CITY OF TUKWILA APR 2 6 2001 REVISION NOI PERMIT CENTER dct No. 1114, P.01/03 Sheet No. Date 1. 4 1p 13 M iM �...�.- :(1) t'Arkt f Alt Tap p,1tDM Oyu tt% APR 2(i 2001 Collins if;err r FILE_COPY D Lam 22C APR-20 -2001 12:50 DC I ENG I NE:ERS DCI.ENG IEERS D'AMA'TO CONVIIRSANO INC. .- . No, r S t/1 r� &Mu w ?Kt. &Point FEN f 4/ / 8 . °G NOT t3 " .CANT: 6(9 town-ft? P.02/03 Sheet No. Date By e o # muse F• tl) *; 'T r Aouvle m 3t; ftitnA terV v-4E D' , TO MATCH BOTTOM REINFORCEMENT STEEP AS POSSIBLE r • .. • ,1 I • t tt to t • 1 cv4� it 1.5H MIN UNO ON PLANS 0 a VERTICAL DOWELS TO MATCH WALL VERTICAL REINFORCEMENT TYP a --.111_=11=11 I =ft TO MATCH '—BOTTOM REINFORCEMENT FOOTING THICKNESS PER PLAN, TYP DETAIL SCALE: 3 r,� l • nM ❑ I L 1 4 J CORRqCTION LTR# 1 .`- .% I `. .' I `.... ` _v._ �_- b— - - - - -- Ut J U J l L ( 1 - " 1 I I 1 / I e 6 C o SCHEMATIC ELECTRICAL SITE PLAN f • 70' n 70' 10' P ECTRICAL SITE PLAN ELECTRICAL FIXTURE LEGEND • HID Light bollord A..{° HID Flog Pole Light HID Pole mount Iight - 20' pole n HID (Nall mount dorm Ilght 17, HID Wall pock ry HID Up light (mowing as specified by architect) ■ HID Dore) It ( mowing os specified by architect) 0 HID Canopy II/It F4A�r SUe611x ARCHITECTURE 777 108th NE 9400 e.I WA 98004 4253216700 425.828.9116 Fee Arlen E. Collin Mo, 4 Warman, AlA Pciodp.l Wham FATIGUE TECHNOLOGY INC. 401 ANDOVER PARK EAST TUKWILA, WASHINGTON Prolog No. Date Drava Be 125.00 0/1/911 90E81ATIC ELECTRICAL Title BRE PLAN Sh.n No. A1.3 Dwoo RECEIVED CITY .OF TUKWILA AUG 1 5 2000 PERMIT CENTER LE COPY CONTRACTORS. MNC, SME JOB # 927 Rainier Avenue South Seattle, Washington 98144 (206) 329 -2040 EXTERIOR LIGHTING SUBMITTALS : FATIGUE TECHNOLOGY 401 ANDOVER PARK EAST TUKWILA, WA. CONTACT : Pat Ellwood ext. 111 Jon Baker ext. 105 ✓ COMMERCIAL ✓ INDUSTRIAL ✓ RESIDENTIAL ✓ COMPUTERS ✓ TELECOMMUNICATIONS ✓ ALARMS ‘/ iii QUALITY MAI 01 EXTERIOR Light Fixture Schedule Mark Qty Description Lamp Watts /Fixture Total Watts Notes A 15 HID LIGHT BOLLARD. 70W DOME TOP W/ LOUVRE. BRONZE, RUUD HCD407 -D 70W 89 1335 RUUD, BRONZE WITH ACCY HCL B 2 FLAG POLE LIGHT . RUUD LPM 3 417 M 175 W 210 420 2" STEEL POST IN CONCRETE. FIXTURE W/ DEEP BAFFLE C 4 POLE LIGHT . 250 W MH ON 20' POLE 250W 294 1176 RUUD , BRONZE C2 POLE, SQUARE . 4" 0 BRONZE D 5 WALL MNT DOWN LIGHT . MH RUUD WAC W 410 -D 100 W 130 650 RUUD , BRONZE. LOC'D ON S. SIDE E 12 WALL PACK , MH, RUUD WO425M 250 294 3528 RUUD, BRONZE. 5 ON WEST W /GLARE SHETLD F 7 HID DOWN LIGHT, MH. RUUD 100 W 130 910 RUUD W/ BACKLIGHT SHEILD REMOVED. LACU410 -D G 16 HID UP LIGHT MH 175W 210 3360 SAME AS "F ". W/ SEALED GLASS. H • 3 HID CANOPY LIGHT 3 EXISTING J 0 LANSCAPING LIGHTS 0 DELETED FROM PROJECT K 0 0 .•. , ; ... �,c.u.i::,s..u.a:�:tiu: • : k,wiixuwva...;y1;i:t. c.s4a6:i� I ,..., . Round Bollard H 5,. ies r�y,y rt 11t ,'S ' j71 h u Wattage/ Catalog Number Catalog Number Lamp Type Standard Dome Top Extended Flat Top Clear Lens 13W Fluorescent HC213 -1 HCD213-1 HCF213 -1 50W MH HC405 -D HCD405 -D HCF4 -D 70W MH HC407 -D HCD407 -D 4045ThIll1111 100WMH HC410-D HCD410 -D HCFd11)-D 35W HPS HC503 -1 HCD5O3 -1 HCF503 -1 50W HPS HC505 -D HCO505 -D HCF505 -D l0W HPS HC507 -D HCO507 -D HCF507 -D 100W HPS HC510 -D HCD510.D HCF510 -D Options: (Factory- Installed) Change Add After Description Suffix To Suffix Ouad -volt ballast (50 -ioow MH, 70 d 100W HPS only) M Tri•voll ballast (70 8100W only) (Canada only) T Single Fuse* (120V, 277V or 347V) 1,2 or 6 F Dual Fuse* (208V or 240V) 3 or 4 F Photocell' (120V, 277V, 208V, 240V or 347V) 1, 2, 3,4 or 6 P 180' Shielded Clear Lens A Tamperproof Lens Fasteners Polycarbonate Lens V • Fixtures with factory- installed photocell and /or fuse supplied with single voltage ballast. Accessories: Description Louver (Field - Installed) Tamperproof Screwdriver (Page 31) Catalog if HCL TPS -1 ' - x 180' Shielded Clear Lens option Louver accessory Clear Lens HC Series 28 Construction Unlike other bollards, this unique design positions the lens on the top of the fixture. The clear lens is sturdy, injection molded acrylic. It attaches to the housing with an overlapping die cast aluminum retainer ring. For quick relamping, only two flush - mounted stainless steel fasteners need to be removed from the ring. Two silicone lens seals prevent moisture from entering the lens. Optional decorative Dome Top or Extended Flat Top styles are also available. The housing is an aluminum extrusion that is standard with our exclusive DeltaGuard finish, featuring an E -coat epoxy primer with bronze acrylic powder topcoat. Consult factory for availability of other finish colors. The housing fastens to a cast aluminum base with four supplied 1/4 -20 flat head stainless steel screws. Within the housing, a formed and channeled heavy gauge steel frame supports the electrical components and reflector. A double -lip silicone seal at the top of the reflector and a sealed lamp socket prevent insects, dirt and moisture from entering the optical system. Ballast A high power factor ballast is standard. The 13W fluorescent and .35W HPS Bollards are standard with a 120V ballast, and are available with an optional 277V ballast. All other wattages are standard with a Dual -volt ballast (120/277V; In Canada: on 70 -100W fixtures a Tri -volt (120/277/347V) ballast is supplied). In the U.S., additional Ouad -volt (120/208/240/277V) ballast option for 50 -100W MU and 70 -100W HPS Bollard is available. Lamps HC Series: 13W quad tube compact fluorescent; 50, 70, 100W MH; 35, 50, 70 and 100W HPS. Lw.9 sup ^ , ... -- ., .,uu.,...�.w.+ Installation The entire extrusion and lens can be removed from the base as one assembly, The base is secured to a concrete footing using three 3/8' x 6" steel anchor bolts supplied. We suggest installation in a 2' deep x 12' diameter poured base, unless soil type and frost line in your area dictate a deeper base. A 3' diameter conduit opening is provided in the base for ease of wiring. Performance The exclusive optical system of the clear lens HC Series produces twice the light output of most competitive products. A 70° main beam provides uniform distribution with low brightness at spacings up to 40 feet. While only 36" high, the HC Series achieves a light center slightly less than 3'. (Other bollards need 42" height to accomplish this). Labels The Round Bollard is UL Listed in the U.S. and Canada for wet locations and enclosure classified IP65 per IEC 529 and IEC 598. Dome Top with Clear Lens (HCD) Extended Flat Top with Clear Lens (HCF) Catalog Number Logic/Vollage Suffix Key Page 5 Accessories Page 31 .,....,.... ...,.....n,vnvs..� 9, sam/.a.: \.rim, Z re w JU 00 co o. W I H co WO � Q N d = Zt 1— O Z W U 0 O 1- . Lu u i H ~ ` O ' Z I11 U= 0 l- Z 4.52" t •• 3.47T 5.5" 30.5" E .- e.e7" -.1 diameter 81r 38" NC Series Clear Lens L Candlepower distribution curve of 100W MH Round Bollard with clear, flat top lens. .eilsteAk. tag' The aluminum extrusion simply slides over the steel frame and base for quick and easy Installation. Lamp Lumens 50W MH 3400 1.79 4.38 2.33 .90 .36 .17 .09 70W MH 5600 2.95 7.22 3.85 1.47 .59 .28 .15 100W MH 9000 4.74 11.60 6.18 2.37 .95 .45 .24 35W. HPS 2250 1.34 1.97 .94 .41 .18 .08 .05 50W HPS 4000 2.38 3.50 1.67 .73 .31 .15 .08 70W HPS 6400 3.81 5.60 2.67 1.17 .50 .24 .13 .f 100W HPS 9500 5.66 8.31 3.97 1.73 .74 .36 .19 Use the chart above to determine initial footcandle levels at grade for the HC Series Round Bollard with clear, flat top lens. 70W MH HC Series Fixtures (Round Bollard) Pages 28-29 This ray trace Illustrates the computer - designed, patented optics of the unique Round Bollard. } AYMINIWAVIOMFAharA.,!WPAti ARKV}tt1 Y7YT .Y:SWYR?eVArcai nit n •. •w.K.Nrorn.I I ..nr�wr 29 Medium Parabolic ~oodlight LPM Series Medium Parabolic Floodlight Order Information ararugef Catalog Mounting Code lamp Number (Insert Code at' In Catalog 1) 50W MH LPM'405 D 3 = 2' Adjustable Fitter ,Lam 70W MH LPM!40T -D 4= Yoke Mount 100W MH LPM'410 D 8 = Without Mounting (hardware) 175WMH LPM�417 M (factory- drilled) Options: (Factory- installed) Description 120V Reactor ballast (50 -150W HPS only) Button Photocell' (Factory- installed with all mountings other than 2' Adjustable Fitter) NOTE:n/aon480V 1,2,3.4or6 P External Photocell* (Factory- Installed) (Page 79) For fixtures w /480V 5 p • Fixtures with factory - installed photocell and/or fuse supplied with single voltage ballast. Accessories: (field - Installed) (Page 79) Catalog 1 Deep Baffle flan Polycarbonate Vandal Shield (Na if fixture Is used In an uptight position) LS -L Button Photocell (Field- installed In fixtures with 2' Adjustable Fitter) For fixtures w/120V PC -1 24003 noon 30030 10000 ,0000 1 1 2 : 13000 a 10666 • 00 4003 4000 seep The Medium Parabolic has a smooth diffuse reflector providing a medium distribution. The optical chamber is sealed to reduce dirt and insect contamination, Ideal for illuminating tall, narrow subjects such as flagpoles, steeples, columns and signs. VERTICAL HORIZONTAL 40 30 20 0 0 10 20 30 AMatf oN maim) Candlepower Trace through origin 175W MH Medium Parabolic Floodlight NEMA Type 4 x 5. 40 30 40' 20 10 0 10 40 20 30 40 12.2 02 30 20' 10' 0' 10 ' 20' 30 40 12.2 92 e.1 31 Cm 3.1 lsofootcandle plot of 175W MH Medium Parabolic Floodlight at 15' from reference plane and 0' tilt, e.1 92 122 0.1 20 3.1 10' Om 0' 3.1 10' 6.1 20' 92 30' 122 40' 3vsm 30060 ■aa>,l�at ■�aua■ ■i•t•i•i•f•■ numnrinalimmil immumilimums ' ■•am i111111111111.111 '°°°° ■t•i•i•N II it••t•■ ■i•i•t•lIIt1t•i MO ■r■•.l■■c••■■■ ■i•i•mmalmmo•■ 3.66 ■t•tR/ttt ■•t►iwt•■ 40 40 30 II 0 16 30 44 MOLE ON ernme0) Candlepower Trace through origin 150W HPS Medium Parabolic Floodlight. NEMA Type 4 x 5 X 40' 30 30 122 92 VERTICAL N0R2ONTAL 20' 10' 0 10' 20' 30 40 61 3.1 Om 3.1 0.1 9.2 122 Isofootcandie plot of 150W HPS Medium Parabolic Floodlight at 15' from reference plane and 0' tilt. 40 2.2 92 6.1 3.1 Om 12.2 Optical Systems Page 71 Mountings Page 72 Catalog Number LogicNoltage Suffix Key Page 72 Accessories Page 79 Mounting Alternatives Pages 80-81 Mounting Brackets Pages 82-83 Poles Pages 84 -87 i Rectangular Series ,' 'cessories L Series Deep Baffle Catalog N Depth DB -12 3.5° For LFS, LPM and LPN Series, Aluminum baffle allows precise control of light direction while maintaining full side cutoff. Attaches to lens frame with supplied #8 fasteners. Finished with black acrylic powder paint. Polycarbonate Vandal Shield Catalog I Depth LS -L 2' Clear polycarbonate shield 0.118' thick provides protection to optical system of any L Series fixture. Attaches easily to lens frame with supplied 18 fasteners. Consult factory if use of Polycarbonate Vandal Shield with Glare Shield is intended. (n /a if fixture is used in an uptight position) Button Photocell This photocell Is suitable for any outdoor fixture with a 120, 208, 240, 277 and 347V ballast (except 480V). A knockout is provided in the 2' Adjustable Fitter to field- Install the button -type photocell. There Is no sensitivity adjustment. See product pages for pricing and catalog numbers. Internal Louver Catalog I DL -L For LPM and LPN Series. Field- installed Internal Louver accessory provides light pollution control and helps conceal the light source (reduces brightness). Backlight Shield Catalog I SBL -L For LPR and LAC fixtures (standard on LAC Wall Mount). This prefinished anodized aluminum shield provides backlight cutoff for floodlights. It mounts easily inside the fixture lens. External Photocell This photocell Is factory- installed, so must be ordered at the same time as the fixture (single voltage ballast will be supplied). It measures 3 -3/81 x 2'W x 1- 1/2'H. An adjustable window slide allows setting of early turn off /on. See product pages for pricing and catalog numbers. Wire Guard Catalog 11 FWG -L Steel guard provides protection to optical system of any L Series fixture. Attaches easily to lens frame with supplied 48 fasteners. Finished with an acrylic black E -coat paint. V space between wires. Tamperproof Screwdriver Catalog e TPS-1 For use with fixtures utilizing Tamperproof Lens Fasteners. Glare Shield Catalog 1 GS -12 Depth 4' Aluminum shield deters brightness for pedestrian traffic. Attaches easily to lens frame with supplied 48 fasteners. Finished with an acrylic black powder coat paint. (Glare Shield is not recommended for the LCF or LAC Series.) Consult factory if use of Glare Shield with Polycarbonate Vandal Shield is Intended. 74 r- z Z w U0 co o I - 1 . CO LL wO Q 2 LL co Hw Z � I O Z F— w w UO O En- 0 t— w u. Li U= 0~ Z ..7 Wedge Light WAC/l/vPR Series Wedge Light Order Information Honing Wattage Catalog Size (sq.) Lamp Number WAC Series —Type IV Optics 16' 50WMH WAC'405 -0 16' 70W MH WAC'407 -D 16' 16' 22' 22' 22' 68 100W MH 175W MU 175W MH 250W MH 400W MN WAC:494-M 16' 35W HPS WAC..503 -1 16' 50W HPS WAC_505 -D 16' 70W HPS WAC7507 -M 16' 100W HPS WAC•510 -M 16' 150W HPS WAC•515 -M 22' a 250W HPS WAC'592 -M 22' 400W HPS WAC'594 -M WPR Series —Type IIAII Optics 16' 50W MH WPR'405 -D 16' 16' 16' 22' 22' 22' 16' 16' 70W MH 100W MH 175W MH 175W MN 250W MH 400W MH 35W HPS 50W UPS WAC'410.0 WAC'417 -M WAC :491 -M WAC•492 -M WPR' 407 -D WPR'410 -D WPR'417 -M WPR'491 -M WPR'492 -M WPR_494 -M WPR_503.1 WPR'505 -D 16' 70W HPS WPR'507 -M 16' 100W HPS WPR'510 -M 16' 150W HPS WPR 515 -M 22' a 250W HPS WPR'592 -M 22' e 400W HPS WPR'594 -M f Reduced envelope lamp. ED28 for 400W MH. Options: (factory- Installed) Description 480V ballast (175 -400W MH & 70 -400W HPS only) Id-volt ballast (m- 400w rm6 ro- 4aav ifs oay) aaey) Single Fuse' (120V, 277V or 347V) Dual Fuse' (208V, 240V or 480V) Wedge Light 1 -1R" Close Pole Mount Mounting Code (Insert Code at' In Catalog 1) 1= 1 -1/2' Close Pole Mount 2 = 6' Extended Mount W = Wall Mount (Backlight Shield is standard on AC Series Wall Mount) 7 1 = 1 -1/2' Close Pale Mount 2 .6' Extended Mount W = Wall Mount Change Add Alter Suffix To Suffix 5 T 1,2or6 3.4or5 Quartz Standby (non delay - relay tyoe) (includes 100W 0 lamp) Button Photocell' (n/a on 480V) 1,2,3.4 or 6 External Photocell' (460V only) 5 e2 -Level (120V, 277V or 347V) 1, 2 or 6 (WAC 250W HPS only; WPR 250 -400W HPS only) Accent Stripe —note at end of catalog number prefix: 0•Grey. Wed (WPR159484M) • Fixtures with factory- inslalled photocell and/or fuse supplied with single voltage ballast. aceammocum F a P P H 111111111t■ tar ea 80 4a lea 120 tar ea eo 40 20 a 2a WAC Series Area Cutoff The Area Cutoff has a compact forward -throw reflector with a main beam of 60'+ from vertical (30' from horizontal), providing wide lateral distribution and improved uniformities. A Backlight Shield accessory (standard on AC Series Wall Mount) permits house -side cutoff adjustability. winiplopiaw P ke • Candlepower distribution curve of 400W MH 22' WAC Series Wedge Light. 20 a on 40 ea 80 100 468 423 38.6 30.5 24.4 18.3 12.2 6.1 em at 40 122 305 244 183 122 61 Om 61 122 183 244 315 sofootcandle plot of 400W MH WAG Series Wedge —Type IV at 25' mounting height, 0' tilt above horizontal, with backlight shield removed. WPR Series Parking/Roadway The 16" housing of the Parking/Roadway Light has a Type III asymmetric distribution pattern. The 22' housing has field - adjustable Type II or Type III optics. Ideally suited for roadway applications, parking areas or for building mounted security lighting. Candlepower distribution curve of 400W HPS 22' WPR Series Wedge Light. 24.4 111.3 12.2 6.1 em 6.1 122 18.3 24.4 l 31 5 284 161122 61 Om 6.1 122 183 244 305 b (sofootcandle plot of one 400W HPS WPR Series Wedge —Type III at 30' mounting height, and 0' tilt above horizontal. Accessories: Meld-installed) (Page 69) 16" housing Wire Guard FWG -16 Backlight Shield SBL -16 (standard on WAC Series Wall Mount) 22" housing not available S8L -22 Introduction & Optical Systems Page 66 Mountings & Catalog Number Logic/Valtage Suffix Key Page 67 Accessories Page 69 Poles Pages 84 -87 2 -Level Option Pages 152 - 155 (WAG 250W HPS only; WPR 250 -400W HPS only) tz U Q . ca CO Li. 0 . u. 1- U. Z 1-0 W 1 - ul U t- Ill a l Z , 0 y - C 1 2 Housing Sizes: A e C 9.5' 16" sq. 5.1' 13.4' 22' sq. 6.5' ..7 Wedge Light WAC/l/vPR Series Wedge Light Order Information Honing Wattage Catalog Size (sq.) Lamp Number WAC Series —Type IV Optics 16' 50WMH WAC'405 -0 16' 70W MH WAC'407 -D 16' 16' 22' 22' 22' 68 100W MH 175W MU 175W MH 250W MH 400W MN WAC:494-M 16' 35W HPS WAC..503 -1 16' 50W HPS WAC_505 -D 16' 70W HPS WAC7507 -M 16' 100W HPS WAC•510 -M 16' 150W HPS WAC•515 -M 22' a 250W HPS WAC'592 -M 22' 400W HPS WAC'594 -M WPR Series —Type IIAII Optics 16' 50W MH WPR'405 -D 16' 16' 16' 22' 22' 22' 16' 16' 70W MH 100W MH 175W MH 175W MN 250W MH 400W MH 35W HPS 50W UPS WAC'410.0 WAC'417 -M WAC :491 -M WAC•492 -M WPR' 407 -D WPR'410 -D WPR'417 -M WPR'491 -M WPR'492 -M WPR_494 -M WPR_503.1 WPR'505 -D 16' 70W HPS WPR'507 -M 16' 100W HPS WPR'510 -M 16' 150W HPS WPR 515 -M 22' a 250W HPS WPR'592 -M 22' e 400W HPS WPR'594 -M f Reduced envelope lamp. ED28 for 400W MH. Options: (factory- Installed) Description 480V ballast (175 -400W MH & 70 -400W HPS only) Id-volt ballast (m- 400w rm6 ro- 4aav ifs oay) aaey) Single Fuse' (120V, 277V or 347V) Dual Fuse' (208V, 240V or 480V) Wedge Light 1 -1R" Close Pole Mount Mounting Code (Insert Code at' In Catalog 1) 1= 1 -1/2' Close Pole Mount 2 = 6' Extended Mount W = Wall Mount (Backlight Shield is standard on AC Series Wall Mount) 7 1 = 1 -1/2' Close Pale Mount 2 .6' Extended Mount W = Wall Mount Change Add Alter Suffix To Suffix 5 T 1,2or6 3.4or5 Quartz Standby (non delay - relay tyoe) (includes 100W 0 lamp) Button Photocell' (n/a on 480V) 1,2,3.4 or 6 External Photocell' (460V only) 5 e2 -Level (120V, 277V or 347V) 1, 2 or 6 (WAC 250W HPS only; WPR 250 -400W HPS only) Accent Stripe —note at end of catalog number prefix: 0•Grey. Wed (WPR159484M) • Fixtures with factory- inslalled photocell and/or fuse supplied with single voltage ballast. aceammocum F a P P H 111111111t■ tar ea 80 4a lea 120 tar ea eo 40 20 a 2a WAC Series Area Cutoff The Area Cutoff has a compact forward -throw reflector with a main beam of 60'+ from vertical (30' from horizontal), providing wide lateral distribution and improved uniformities. A Backlight Shield accessory (standard on AC Series Wall Mount) permits house -side cutoff adjustability. winiplopiaw P ke • Candlepower distribution curve of 400W MH 22' WAC Series Wedge Light. 20 a on 40 ea 80 100 468 423 38.6 30.5 24.4 18.3 12.2 6.1 em at 40 122 305 244 183 122 61 Om 61 122 183 244 315 sofootcandle plot of 400W MH WAG Series Wedge —Type IV at 25' mounting height, 0' tilt above horizontal, with backlight shield removed. WPR Series Parking/Roadway The 16" housing of the Parking/Roadway Light has a Type III asymmetric distribution pattern. The 22' housing has field - adjustable Type II or Type III optics. Ideally suited for roadway applications, parking areas or for building mounted security lighting. Candlepower distribution curve of 400W HPS 22' WPR Series Wedge Light. 24.4 111.3 12.2 6.1 em 6.1 122 18.3 24.4 l 31 5 284 161122 61 Om 6.1 122 183 244 305 b (sofootcandle plot of one 400W HPS WPR Series Wedge —Type III at 30' mounting height, and 0' tilt above horizontal. Accessories: Meld-installed) (Page 69) 16" housing Wire Guard FWG -16 Backlight Shield SBL -16 (standard on WAC Series Wall Mount) 22" housing not available S8L -22 Introduction & Optical Systems Page 66 Mountings & Catalog Number Logic/Valtage Suffix Key Page 67 Accessories Page 69 Poles Pages 84 -87 2 -Level Option Pages 152 - 155 (WAG 250W HPS only; WPR 250 -400W HPS only) tz U Q . ca CO Li. 0 . u. 1- U. Z 1-0 W 1 - ul U t- Ill a l Z , 0 Pole Selection NOTE: Hanging signs, banners 40' To choose the correct pole for an and flags on poles is not recom- application, careful consideration ^ mended without considering must be given to the shape, size, I ( f increased wind loading. The EPA number and weight of all fixtures ratings below do not allow for this to be supported, as well as the ., .:,_.. , added stress. 30' Poles longer geographical location of the job. s«,. I k. ' ' ' d ; Please consult factory for advice than 30'are The charts below and on page 86 i 7 : s. a on pole selection if attaching 25' Indicate Effective Projected Area tfi;; � .. , t signage or flags. segmented but (EPA) ratings for Ruud Lighting na a g 19' shipped assembled. poles and floodlights. Use this data in conjunction with the map 16' on page 85 to choose the appropriate pole for your fixture 19, and tenon setup. The chart values are base wind velocity and allow for a 1.3 gust factor. The EPA rating of the pole must be equal to or greater than that of the Consult factory for pole fixture, taking into consideration freight (based on ship -to zip the wind conditions at the jobsite. code). 10' 15' 19' 25' 30' 35' 40' 3 "sq. S, A S, A S Poles can be ordered without base 4'sq. S S, A S, A S S cover. 5 "sq. S, A S S 6 "sq. S, A S S Key: S = Steel; A = Aluminum Pole Specifications and Order Information H:lghl (NNW loll Mulmem Pole 'EPA' Rang: WNW (Inches)x Circle Fl =tore sue Wlnd Velocity (MPH) Shipping Cabled No. Wall (Nees) (Indies) Wdaht (lbs.) 70 so 00 100 110 120 Weight fibs.) Square Steel Poles PS3S10S•8Z 10 x 3 x 0.180 10 150 30.8 23.5 18.4 14.7 11.9 9.8 79 PS3S15S_BZ 15 x 3 x 0.180 10 150 18.0 13.5 10.3 8.0 6.3 5.0 114 PS3S19S'BZ 19 x 3 x 0.180 10 150 12.4 9.0 6.6 4.9 3.6 2.6 132 PS4S10CBZ 10x 4 x 0.120 10 450 39.2 29.8 23.3 18.5 15.0 12.3 78 PS4S15C'BZ 15x 4 x 0.120 10 300 22.9 17.1 13.1 10.1 7.9 6.2 119 PS4S19C_BZ 19x 4 x 0.120 10 400 15.8 11.4 8.3 6.1 4.4 3.1 144 PS4S25C'BZ 25x 4 x0.120 10 175 9.1 5.9 3.7 2.1 0.9 0.0 182 PS4S25S'BZ 25 x4 x 0.180 10 350 15.4 10.9 7.6 5.3 3.5 2.2 252 PS4S30S•BZ 30 x 4 x 0.180 10 250 9.9 6.3 3.7 1.8 0.3 0.0 301 PS5S25S'BZ 25 x 5 x 0.180 10 450 26.7 19.3 14.1 10.3 7.5 5.3 320 PS5S30S_BZ 30 x 5 x 0.180 10 375 18.4 12.4 8.2 5.2 2.9 1.1 379 PS5S35S' BZ 35 x 5x 0.180 10 300 13.1 8.2 4.7 2.1 0.2 0.0 493 PS6S30S_BZ 30 x 6 x 0.180 11.5 525 29.3 20.5 14.3 9.8 6.4 3.5 457 PS6S35S'BZ 35 x 6 x 0.180 11.5 450 21.8 14.4 9.3 5.5 2.7 0.6 614 PS6S40S'BZ 40 x 6 x 0.180 11.5 400 14.7 8.5 4.0 0.8 0.0 0.0 686 Square Aluminum Poles PA3S10C_BZ 10x 3 x 0.125 8 100 7.0 5.1 3.7 2.8 2.0 0.0 21 PA3S15C'BZ 15x 3 x0.125 8 70 2.4 1.3 0.5 0.0 0.0 0.0 31 PA4S15C_BZ 15x 4 x 0.125 9.25 125 5.6 3.5 2.1 1.0 0.2 0.0 43 PA4S19D'BZ 19x 4x 0.250 9,25 175 8.5 5.7 3.6 2.1 1.0 0.1 95 PA5S25D'BZ 25 x 5 x 0.250 11.5 260 11.3 7.2 4.3 2.1 0.4 0.0 143 PA6S30D =BZ 30 x 6 x 0.250 13 323 11.7 6.8 3.2 0.5 0.0 0.0 210 Optional Poles: Consult factory for availability of round tapered steel and aluminum poles, round tapered fiberglass poles, square straight wood poles, as well as High Mast and Sports Lighting poles. NOTES: GFI Outlet Accessory (120V) GFI Outlet Order Information _' Specify d2 e ct mount pole co nfiguratioon: `r The common sense design of this '' , / accessory allows for easy Installation Catalog I 91-i • n because the outlet is built right Into a REC•GFIBZ -111 fk1 a`> �� 4 ' pole rill, extra conduit to Install r separate 5F & or 6 Aluminum Poles) For fixtures with Fixed 20' Mount, add ' , boxes to attach. And It Is UL Listed In REC•GF15 &6ABZ prefix "2" to configuration numbers the U.S. and Canada for wet locations! (For 5' & 6' Aluminum Poles) (I.e. "21" "22" "23 ", "25" and "26 "). . Assembly Is tightened down with two EXAMPLE: PS6S4OSZ1 BZ Internal locking brackets. A gasketed, hinged cover Is included. Order with • Indicate T for tenon mount. your poles or retrofit an existing (Order tenon separately) Installation. . Ruud Lighting Steel alai Aluminum Square Poles k , PA Series 87 C at Housing Wattage Catalog Size (sq.) Lamp Number WAC Series —Type IV Optics 16' 50W MH WAC' 405 -D 16' 70W MH WAC'407 -D 16' 100W MH WAC'410 -D 16' 175W MH WAC'417 -M 22' 175W MH WAC'491 -M 22' 250W MN WAC'492 -M 22' 400W MH WAC'494 -M 16' 35W HPS WAC'503 -1 16' 50W HPS WAC'SO5 -D 16' 70W HPS WAC•507 -M 16' 100W HPS WAC'510 -M 16' 150W HPS WAC'515 -M 22' C 250W HPS WAC'592 -M 2 2' 400W HPS WAC:594 -M WPR Series —Type 11/111 Optics 1 =1 -1/2' Close Pole Mount 1 6' 50W MH WPR•405 -D 2 = 6' Extended Mount 1 6' 70W Mil WPR'407 -D W= Wall Mount 16 ' 100W MH WPR1410 -D 16' 175W MH WPR'417 -M 22' 175W MH WPR•491 -M 22' 250W MH WPR•492 -M 2 2' 400W MH WPR'494 -M 1 6' 35W HPS WPR503 -1 16' 50W HPS WPR'505 -0 1 6' 70W HPS WPR, 507 -M 16' 100WHPS WPR•510 -M 16 ' 150WHPS WPR'515 -M 22' C 250W HPS WPA'592 -M 22 ' C 400W HPS WPR•594 -M Reduced envelope lamp. ED28 for 400W MH Options: (factory- Installed) Change Add Atter Description Suffix To Suffix 480V ballast (175 -400W MH & 70 -400W HPS only) 5 Ti r-volt ballast no -400w uc & 70.400W HPS only) Mirada on l y ) T Sin le Fuse* (120V, 277V or 347) 1 2 or 6 F Dual Fuse' (208V, 240V or 480V) 3, 4 or 5 F Ouadz Standby (non delay -relay type) (Includes 100W 0 ramp) D Button Photocell' (n/a on 480V) 1, 2, 3,4 or 6 P External Photocell' (480V only) 5 P C2 -Level (120V, 277 or 34N) 1,2o:6 H (WAC 250W HPS only; WPR 250 -400W HPS onl ) Accent Stripe --note at end of catalog number prefix: G.Grey, R.Red (WPR15P48 -M) * Fixtures with factory- installed photocell and /or fuse supplied with single voltage ballast. Mounting Code { Insect Code at • In Catalog 1 1 =1 -12 Close Pole Mount 2 = 6' Extended Mount W = Wall Mount (Backlight Shield is standard on AC Series Wall Mount) Parking/Roadway Light Order information z • Wedge Light WACA� R Series arw.lsar a,NA. 100 e0 e0 40' 20 0' 20' 40 60' 80' 100 160' 49.5 42.7 39.5 50.5 24.4 12.2 140' 120' 100 5O' e0' 40' 20' WAC Series Area Cutoff The Area Cutoff has a compact forward -throw reflector with a main beam of 60 °+ from vertical (30° from horizontal), providing wide lateral distribution and improved uniformities. A Backlight Shield accessory (standard on AC Series Wall Mount) permits house -side cutoff adjustability. Candlepower distribution curve of 400W MH 22' WAC Series Wedge Light. • 0' 20' 40' 303 214 163 122 81 Om 61 122 183 24A 303 Isoloolcandle plot of 400W MH WAC Series Wedge —Type IV at 25' mounting height, 0' tilt above horizontal, with backlight shield removed. ea 40 20 0' 6.1 40 Om 60 2 Housing Sizes: A B C RigginKIMMIgailn 13.4' 22' sq. 6.5' Accessories: (field- Installed) (Page 69) 16" housing Wire Guard FWG -16 Backlight Shield SBL -16 (standard on WAC Series Wall Mount) WPR Series Parktng/Roadway The 16" housing of the Parking/Roadway Light has a Type III asymmetric distribution pattern. The 22" housing has field - adjustable Type II or Type III' optics, Ideally suited for roadway applications, parking areas or for building mounted security lighting. VIEW # 111/ „ 1 �1�i /a i vvie 10000 * ��� I .. 20000 t'. Candlepower distribution curve of 400W HPS 22' WPR Series Wedge Light. e0' 40 20' 0' 20 40 e0 ea 100" 30.5 24.4 lea 12.2 e,1 Om 0.1 12.2 Kr 24.4 1ar 5 24.t 183 122 61 Om 41 122 153 244 335 Isofootcandie plot of one 400W HPS WPR Series Wedge —Type III at 30' mounting height, and 0' Olt above horizontal. 22" housing not available SBL -22 Introduction & Optical Systems Page 66 Mountings & Catalog Number Logic/Voltage Suffix Key y Page 67 Poles Page 69 2-Level Option Pages 84-87 (WAC 250W HPS only; WPR 250 -400W HPS only) Pages 152 -155 ....mi. momenta refoeffolfacov 41.1 •w" 1 1 W'. 0 CO V) _= ILI N u- W 0 g D. 0 H p F- 0 0 N ; 0 F— ,. rz O . W Z., Z .Wall Pack WO Series �yy !ryci � ,�: ft : r.,'�'FiY .tt•!• , 1SbrnM,WT'V` . C ' e z r N,W1J s _ir .' abler.._rr t i p i+3 a Housing Wattage/ Catalog Size (sq.) Lamp Type Number 12' 50W MH MW0405 -D 12' 70W MH MW0407 -D 12' 100W MH MW0410 -D 12" 175W MH MW0417 -M 16' 175W MH 16' 250W MH 16' Q! 400W MH 12' 35WHPS MW0503-1 1 2' 50W HPS MW0505 -D 12' 70W HPS MW0507 -M 12' 100W HPS MW0510 -M 12 ' 150W HPS MW0515 -M 16' C 250W HPS W0525 -M 16' a 400W HPS W0540 -M Q Reduced envelope lamp. ED28 for 400W MH. Options: (Factory- Installed) Change Add After Description Suffix To Suffix 120V Reactor ballast (50 -150W HPS 12' housing only) 1 480V ballast (175 -4WW MH & 70 - 400W HPS) 5 Quad -volt ballast (50 -100W MH only) M Tri -volt ballast rlrs- ioow►wa 1 00wursxca , naaonly) T Embedded (as- toow Wino atrs- zsmvtr .nox,mooff) E Single Fuse•t (120V, 277V or 347V) 1, 2 or 6 F Dual Fusel (206V, 240V or 480V) 3, 4 or 5 F e2 -Level (250 -400W HPS only) (120V, 277V or 347V) 1, 2 or 6 H Quartz Standbyt (non deiayreW type) kluaes loav 0 wool 0 Button Photocell• f (120V, 277V, 208V or 240V) 1, 2, 3 or 4 P External Photocell• f (480V) (n/a with 'E" option) 5 P Tamperproof Lens Fasteners d Polycarbonale Lenst (replaces internal tempered glass lens) V NOTE: For 16' housings, 150W maximum; For 12' housings, 70W maximum. • Fixtures with factory- installed photocell and /or fuse supplied with single voltage ballast. t Not available with "E" option Accessories: (Field•instailed)(Page 115) Description Wire Guard 1 Polycarbonale Vandal Shield NOTE: Not to be used if fixture is In an uptight position Surface Box SB -16 Wall Wash/Glare Shield WWS -12 Tamperproof Screwdriver SB -16 WWS -16 Catalog I TPS -1 •. {ctnw _. e'.•. W0417 -M W0425 -M W0440•M ;a Catalog s Catalog s 12" housing 16 " housing FWG -12 FWG -16 LS -12 LS -16 __1fl ^ niaSCirgter+irx- 15 Anallittg 1.Tt9:.". "C. "i+'ZVJAUR:ATZWMMT. msxnmsf++ro Housing The seamless, die cast aluminum housing is standard with our exclusive DeltaGuard finish, featuring an E -coat epoxy primer with bronze acrylic powder topcoat. Optics A precision specular reflector provides cutoff wide distribution to assure wide fixture spacings and maximum light levels. The optical chamber Is sealed to reduce dirt and insect contamination. Lens A clear, tempered glass lens is held securely in a die cast, recessed door frame. The lens frame is supplied with mounting holes for field - installed accessories, such as the Polycarbonate Vandal Shield, Wire Guard or Wall Wash /Glare Shield (See Page 115). Ballast All fixtures are standard with a high power factor ballast. The 35W HPS fixture is standard with a 120V ballast. The 50W fixtures are standard with a Dual -volt ballast (120/27711). In the U.S. all other wattages are standard with a Quad - volt ballast (120/208/240/277V). in Canada 70 -400W MH and 70 -400W HPS fixtures are supplied with Tri -volt ballasts (120/277/347V), 50W is supplied with a Dual -volt ballast (120/277V). See order information chart for additional ballast options. Lamps The 12" square housing accommodates 50 -175W MH and 35 -150W HPS medium base lamps. The 16" square housing accommodates 175W, 250W or 400W MH and 250W or 400W HPS mogul base lamps. (400W MH utilizes the ED28 1' reduced envelope lamp), 126' —ir— 1 J1 , I— Surface Box . ( 2 NenIM Mtn; B A a 6.0' • 12 6.5' • IF Mounting The housing is supplied with four 0.188' clearance holes for 18 screws. Four 18 x1" sheet metal screws and sealing washers are provided for a watertight seal. A SB - Surface Box accessory is available for surface wiring. The SB -16 is required with 12" sq., 150 & 175W and 16' sq. 400W fixtures, unless mounted to a brick, concrete block or metal surface. 150 °C minimum supply wire required. Gasketing Complete silicone gasketing around lens frame and at mounting provide a watertight seal. Labels UL Listed in the U.S. and Canada for wet locations, and enclosure classified IP65 per IEC 529 and IEC 598. Candlepower Distribution Curve of 250W HPS Wall Pack Catalog Number LogIcNoltage Suffix Key Pag 101 Accessories Page 115 2 -Level Option (250 -400W HPS only) Pages 152 -155 Embedded installation The 12' size through 100W and the 16' size through 250W are suitable for embedment in a poured concrete wall Installation, (Quartz Standby, Fuse & Photocell options are not available with this installation). Not suitable for ceiling installation, zz w 0 0 0 0 w = w O d I w Z �'. Z �- 2 �0. O N 0 I— I0 1 0 ' Z tit U= 0 ~ z or Specialty Lights Ac - 'essories . ao.11ee.erc; Wire Guard Cali Housing FWG -12 12' FWG -16 16' For CL, W and OV Series. Steel guard provides protection to optical system of any outdoor or square commercial fixture with 12' or 16' housing. Attaches easily to lens frame with supplied 18 fasteners. Finished with an acrylic black E-coat paint. 1' space between wires. 2 x 2 Lay-in Panel Cat.# Housing LPF -12 12' LPF -16 16' For RC Series. The field- installed • lightweight steel Lay -in Panel accessory replaces a standard 24' square recessed ceiling tile, and supports the fixture, It is finished with a white acrylic powder coat paint. Glare Shield Cat.i Housing Depth GS-12 12' 4' GS-16 16' 5' For W3 Series (Sign Light). Aluminum shield deters second story brightness and holds forward brightness to a minimum for eye -level fixture, Attaches easily to lens frame with supplied 18 fasteners. Finished with an acrylic black powder coat paint 2 x 2 Lay-in Panel Cal.i LP -16 For AA Series. The field- installed lightweight steel Lay -in Panel accessory replaces a standard 24' square recessed ceiling tile, and supports the fixture. It is finished with a white acrylic powder coat paint. Polycarbonate Vandal Shield Cal.i Housing Depth LS-12 12' 2' LS -16 16' 25' For WO Series (Wall Pack). Clear polycarbonate shield 0.118' thick provides protection to optical system of any size floodlight or commercial fixture. Attaches easily to lens frame with supplied #8 fasteners. N/A if fixture is used in an uplight position. Wire Guard Cat. WG -M Steel guard provides protection to lens of AA Series fixture. Wail Wash /Glare Shield Call Housing Depth WWS -12 12' 2.07' WWS-16 16' 2.75' The diffuse aluminum shield is designed for use with WO Series (Wall Pack). It redirects light downward to wash the wall below and to the sides of the fixture. Eight fasteners are supplied for easy attachment of the shield to the lens frame. Exterior is finished with an acrylic black paint. Tamperproof Screwdriver Cat.i TPS-1 For use with the SE7, WO (Wall Pack) and OV Series with Tamperproof Lens Fasteners. se (2 CD CiD o0 o' C C strafe arraDgte: .cm��rMSr.�r.PS-, VDAVAUVZ:VDMPIMMc - xtesaMVe saMatcan.a . to tom N W ` co IL. W g Q; W D; Z O ' r w W 2 U 0 0 i V ' IL I .Z 0 CC 80 70 50 30 10 WALL 70 50 30 10 70 60 30 10 60 30 10 60 30 10 60 30 10 OCR 0 .60 .60 .60 .60 .51 .51 .51 .51 .35 .35 .35 .20 .20 .20 .06 .06 .06 1 .55 .52 .50 18 .47 .45 .13. .41 .30 .29 28 .17 .17 65 2 .50 .45 .42 .39 .42 .39 .36 .34 .26 .25 .23 .15 .11 .16 .13 .05 .04 .04 .05 .04 3 .45 .40 .36 .32 .38 .34 .31 .28 .23 .21 .19 .13 .12 .11 .01 .04 .03 4 .41 .35 .30 .27 .35 .30 .26 .23 .20 .18 .16 .12 .10 .09 03 5 .38 .31 .26 .23 .32 .26 .23 .20 .18 .18 .14 .10 .09 .08 .03 .03 .03 .03 .02 6 .34 .27 .23 .19 .29 .23 .20 .17 .16 .14 .12 .09 .08 .07 .03 .02 .02 7 .32 .24 .20 .17 .27 .21 .17 .14 .11 .12 .10 .08 .07 66 62 8 .29 22 .17 .14 .25 .19 .15 .12 .13 .10 .09 .07 .06 .05 .02 .02 .02 .02 .01 9 27 .20 .15 .13 .23 .17 .13 .11 .12 .09 .08 .07 .05 .04 .02 .01 .01 10 .25 .18 .14 .11 .21 .15 .12 .09 .11 .05 .07 .06 .05 .04 .02 .01 .01 • 60° Forward Throw +s S' r. • • • • Wattage/ Square Catalog Lamp Type Housing Number 50W MH 12' MACU405 -D 70W MH 12' MACU407 -D 100W MH 12' MACU410 -D 175W MH 12' MACU417 -M 175WMH 16' ACU417 -M 250W MN 16' ACU425•M 400W MH 41 16' ACU440 -M 1000WMH 4 22' ACU499 -M 35W HPS 12' MACU503 -1 50W HPS 12' MACU5'!5 -D 70W HPS 12' MACU507 -M 100WHPS 12' MACU510 -M 150WHPS 12' MACU515 -M 250WHPS C 16' ACU525 -M 400W HPS !,• 16' ACU540•M ' w Reduced envelope lamp. ED28 for 400W MH; BT37 for 1000W MH. Options: (Factory- Installed) Change Add After • Description Suffix To Suffix ( 12011 Reactor ballast (50 - 150W HPS 12' se. housing only) 1 480V ballast (175 -1000W MN & 70 -400W HPS only) 5 Quad -volt ballast (50 -100W MH only) M I Tri -vol l ballast (7o -1000W Mw & 70-400w HPS onyggn,m Doty) T NOTE: In Canada, 50W fixtures are supplied with a Dual -volt (120/27711) ballast. Single Fuse* (120V, 27711 or 347V) 1,2 or 6 F Dual Fuse' (208V, 24011 or 48011) 3, 4 or 5 F C 2 - Level (250 -400W HPS only) (12014 277N or 347V) 1, 2 or 6 H Quartz Standby (non delayrelay type) (includes 100W 0 lamp) 0 • Fixtures with factory- installed fuse supplied with single voltage ballast. Coefficients of Utilization Effective Floor Cavity Reflectance = .20 400 Watt Clear MH lamp (32,000) lumens niirect Light) ACU & LACV Jeries Rectangular Housing 16' x 925' 16'x925' 16' x 9.25' 16' x 925' 16' x 9.25' 16' x 9.25' 16' x 9.25' 16' x 9.25' 16' x 9.25' Catalog Number LACU405 -D LACU407 -D LACU410 -D LACU417 -M Na Na n/a Na LACU503.1 LACU505•D LACU507 -M LACU510 -M LACU515 -M n/a n/a O g L' 1.111233233=534=arzeinumnimaciammay nMfmptMtIANKortkW R ( 'i^79A' j71i VF1t'(i ?n°= 11f1? �51M?�13 Y' Y !nonr,,,,,, +..,wr,. Housing The seamless, die cast aluminum housing is standard with our exclusive DeltaGuard finish featuring an E -coat epoxy primer and white acrylic powder topcoat. Consult factory for availability of other finish colors. Optics This compact forward -throw reflector has a main beam of 60 °+ from vertical (30° from horizontal), which provides uniform ceiling illumination with little spill light on the wall. An adjustable backlight shield is standard. Lens A clear, tempered glass lens is held securely in a die cast aluminum door frame. The door frame has a white DellaGuard acrylic powder finish. Ballast All fixtures are standard with a high power factor ballast. A noise suppressor for the ballast is standard except on 1000W MH, 50 -150W HPS with 120V Reactor ballast option and the LACU Series. The 35W HPS fixture is standard with a 120V ballast. The 50W fixtures are standard with a Dual -volt ballast (120/277V). In the U.S. all other wattages are standard with a Quad -volt ballast (120/208/240/277V). In Canada 70 -1000W MH and 70 -400W HPS fixtures are supplied with a Tri -volt ballast (120/277/347V), 50W fixtures are supplied with a Dual -volt ballast (120/277V). See order information chart for additional ballast options. Lamps The 12' Square and Rectangular housings accommodate medium base 50 -175W MH and 35 -150W HPS lamps. The 16" Square housing accommodates mogul base 175 -400W MH and 250 or 400W HPS lamps. The 22" Square housing accommodates mogul base 1000W MH lamps. (An ED28 't reduced envelope lamp is standard on 400W MH fixtures; a BT37 i' reduced envelope lamp is standard in 1000W MH fixtures.) Mounting The fixture mounts to the wall with a supplied cast aluminum box. Two 5/16' diameter threaded mounting studs with nuts to attach the fixture to the box are supplied. If surface wiring is required, consult ttfactory.�9y 1417 1• Supplied Wall Mount Box-6' x 4' x 1. (not for use in wet locations) Labels UL Listed in the U.S and Canada for damp locations. If wet listing is required, consult factory. itiM04 01111 it r c o e l lo wi■erassimp „ gmor.. At _oil Candlepower distribution curve of 16' sq. 400W MN 60' Forward Throw Indirect Light, with backlight shield positioned for backlight cutoff. 0 " Wg 0 401 At �ii_4��1 Candlepower distribution curve of 16' sq. 400W MH 60' Forward Throw Indirect Light with backlight shield removed. Catalog Number LogicNoltage Sulk Key �.. Page 101 2 -Level Option (250 -400W HPS only) Pages 152 -155 T re w cn UQ �_. w 0 , g u_ ~ HO W Q` C.) 0 I- W w LL D. Lu Z: 1'n 0I Z 60 :0100/111.7 . .0 . eiv 60° Forward Throw ( Light) ACU & LACL '►eries Wattage/ Square Lamp Type Housing 50WMH 12' 70W MH 12' 100W MH 12' 175W MH 12' 175W MH 16' p50W MH 16' 400W MH 41 16' 1000WMH 1r 22' 35W HPS 12' 50W HPS 12' 70W HPS 12' 100W HPS 12' 150W HPS 12' 250W HPS a 16' Catalog Number MACU405 -D MACU407 -D MACU410 -D MACU417 -M ACU417 -M ACU425 -M ACU440 -M ACU499 -M MACU503 -1 MACU5' i-D MACU507 -M MACU510 -M MACU515 -M ACU525 -M Rectangular Housing 16' x 925' 16' x 925' 16' x 925' 16' x 925' 16' x 9,25' 16' x 925' 16' x 9.25' 16' x 925' 16' x 9.25' 400W HPS 0 16' ACU540 -M n/a Reduced envelope lamp. ED28 for 400W MU; BT37 for 1000W MH. Options: (Factory- Installed) Change Add Atter Description Suffix To Suffix 120V Reactor ballast (50 - 150W HPS 12' sq. housing only) 1 480V ballast (175 -1000W MH & 70 -400W HPS only) 5 Quad -volt ballast (50 -100W MH only) M Tri -volt ballast go-tcoow uw s 70 -4o0v tiPS onyxc nada uwl T NOTE: In Canada, 50W fixtures are supplied with a Dual -volt (120277V) ballast. Single Fuse* (120V. 277V or 347V) 1, 2 or 6 F Dual Fuse' (208V, 240V or 480V) 3,4 or 5 F e 2 - Level (250 -400W HPS only) (120V. 27N or 347V) 1, 2 or 6 H Quartz Standby (non delay -relay type) (includes 100W 0lamp) 0 • Fixtures with factory- Installed fuse supplied with single voltage ballast Coefficients of Utilization Effective Floor Cavity Reflectance = .20 '400 Watt Clear MH lamp (32,000) lumens CC WALL RCA 0 1 2 3 4 5 7 9 10 eo 70 50 30 10 .60 .60 .60 .60 .55 .52 .50 .45 .50 .45 .42 .39 .45 .40 .36 .32 .41 .35 .30 .27 .38 .31 .26 .23 .34 .27 .23 .19 .32 .24 .20 .17 .29 .22 .17 .14 .27 .20 .15 .13 .25 .18 .14 .11 70 70 60 30 10 .51 .51 .51 Si .47 .45 .43. .41 .42 .39 .36 .34 .38 .34 .31 .28 .35 .30 .28 .23 .32 .26 .23 .20 .29 .23 .20 .17 27 .21 .17 .14 .25 .19 .15 .12 .23 .17 .13 .11 .21 .15 .12 .09 50 60 30 10 .35 .35 .35 .30 .29 .28 .26 .25 .23 .23 21 .19 .20 .18 .16 .18 .16 .14 .16 .14 .12 .14 .12 10 .13 .10 .09 .12 .09 .08 .11 .08 .07 30 60 30 10 .20 .20 .20 .17 .17 .16 .15 .14 .13 .13 .12 .11 12 .10 .09 .10 .09 .08 .09 .08 .07 .08 .07 .06 .07 .06 .05 .07 .05 .04 .08 .05 .04 10 60 30 10 .06 .06 .06 .65 .05 .05 .04 .04 .04 .04 .04 .03 03 .03 .03 .03 .03 .02 .03 .02 .02 02 .02 .02 .02 .02 Al .02 .01 .01 .02 .01 .01 108 7 nwa+ +twee Catalog Number LACU405 -D LACU407 -D LACU410 -D LACU417 -M n/a Na n/a n/a LACU503 -1 LACU505 -D IACU507 -M LACU510 -M LACU515 -M n/a Housing The seamless, die cast aluminum housing is standard with our exclusive DeltaGuard finish featuring an E -coat epoxy primer and white acrylic powder topcoat. Consult factory for availability of other finish colors. Optics This compact forward -throw reflector has a main beam of 60 °+ from vertical (30° from horizontal), which provides uniform ceiling illumination with little spill light on the wall. An adjustable backlight shield is standard. Lens A clear, tempered glass lens is held securely in a die cast aluminum door frame. The door frame has a white DeltaGuard acrylic powder finish. Ballast All fixtures are standard with a high power factor ballast. A noise suppressor for the ballast is standard except on 1000W MH, 50 -150W HPS with 120V Reactor Da last option and the LACU Series. The 35W HPS fixture is standard with a 120V ballast. The 50W fixtures are standard with a Dual -volt ballast (120/277V). In the U.S. all other wattages are standard with a Quad -volt ballast (120/208/240/277V). In Canada 70 -1000W MU and 70 -400W HPS fixtures are supplied with a Tri -volt ballast (120/277/347V), 50W fixtures are supplied with a Dual -volt ballast (120/277V). See order information chart for additional ballast options. Lamps The 12' Square and Rectangular housings accommodate medium base 50 -175W MU and 35 -150W HPS lamps. The 16' Square housing accommodates mogul base 175 -400W MH and 250 or 400W HPS lamps. The 22' Square housing accommodates mogul base 1000W MH lamps. (An ED28 IF reduced envelope lamp is standard on 400W MU fixtures; a BT37 1' reduced envelope lamp is standard in 1000W MH fixtures.) Mounting The fixture mounts to the wall with a supplied cast aluminum box. Two 5/16' diameter threaded mounting studs with nuts to attach the fixture to the box are supplied. If surface wiring is required, consult factory. Supplied Wall Mount Box-6' x 4' x 1.18' (not for use in wet locations) Labels UL Listed in the U.S and Canada for damp locations. If wet listing is required, consult factory. a. F 5o° 1 ■af ril to If 111 0 V 0 411 01 kr!ealiiiiifi i; „ =4"i'Afirm h �' hint �it, Candlepower distribution curve of 16' sq. 400W MU 60' Forward Throw Indirect Light, with backlight shield positioned for backlight cutoff. Candlepower distribution curve of 16' sq. 400W MH 60' Forward Throw Indirect Light with backlight shield removed. Catalog Number LogicNoltage Suffix Key Page 101 Revel Option (250 -400W HPS only) Pages 152 -155 • ..>??^ :,!17'i t \e a}dimexate:evltn, z rtW 00 co w= J t w g J: W �. H W Z F.- 1- O W ~ 0 0 - 0 tr W W '. Z ra W z () H O 1- z AND AtIOCIATIDOLNLOOIS COPTIACTORL 927 Rainier Avenue South Seattle, Washington 98144 (206) 329 -2040 /C*L i ✓ COMMERCIAL ✓ INDUSTRIAL ✓ RESIDENTIAL ✓ COMPUTERS ✓ TELECOMMUNICATIONS ✓ ALARMS Space Heat Type ❑ Electric Resistance ® All other (see over for definitions) Glazing Area Calculation Note: Below grade walls may be Included in the Gross Exterior Wall Area if they are insulated to the level required for opaque walls. Total Glazing Area (rough opening) (vertical & overhd) Gross Exterior divided by Wall Area times 100 equals I Glazing 7076 '_ 26175 X 100 = 27% Conc Option P La Check here If using this option and if project meets all requirements for the Concrete/Masonry Option. See Decision Flowchart(over) for qualifications. Enter requirements for each qualifying assembly in the table below. Envelope Requirements (enter values as applicable) Fully heated/cooled space Minimum insulation R- values Roofs Over Attic 401 Andover Park East For Building Department Use All Other Roofs Applicant Name: Jeffrey E. Jeffers R - 21 Opaque Walls R - 11 Below Grade Wails Floors Over Unconditioned Space R - 19 Slabs -on -Grade R - 10 Radiant Floors Maximum U- factors Opaque Doors U = 0.60 Vertical Glazing U = 0.60 Overhead Glazing U = 1.30 Maximum SHGC (or SC) Vertical/Overhead Glazing 1 0.65 Project Info Project Address Fatigue Technology Inc. Date 7/5/00 401 Andover Park East For Building Department Use Tukwila, Washington Applicant Name: Jeffrey E. Jeffers Applicant Address: CNA, 777 – 1 CRt•h AvP NF 44nn, Rpl l evue Applicant Phone: 425 - 822 - 6700 • A : a i• • , Envelope Summary • _ r , _ • • . ' • 11 • =I - • 111 Climate Zone 1 ENV -SUM 1907 Washington State Nonresidential Energy Code Compliance Form 'Project Description ❑ New Building ® Addition Alteration ❑ Change of Use Compliance Option Prescriptive ❑ Component Performance (See Decision Flowchart (over) for qualifications) ❑ EN1/STD ❑ Systems Analysis Semi- heated space* Minimum Insulatlon R- values Roofs Over Seml- Heated Spaces* I R -9 'Refer to Section 1310 for qualifications and requirements Notes: Opaque Concrete/Masonry Wall Requirements Insulation on Interior - maximum U- factor is 0.19 Insulation on exterior or integral - maximum U- factor is 0.25 If project qualifies for Concrete /Masonry Option, list walls with HC Z 9.0 BtWft°•'F below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 20-5b in the Code. Wall Description (including insulation R -value & position) W U- factor D2OOO22 6 First Edition • June 1998 RECEIVED CiTY OF TUKWILA JUL 1 1 Anna PERMIT COTES Concrete/Masonry Option* p Wall Heat Capacity (HC) *If the area weighted heat capacity (HC) of the total above grade wail is a minimum of 9.0, the Concrete Masonry Option may be used. "For framed Assembly Description • Assy.Tag HC" Area (at) HC x Area Radiant floors R -10 Opaque doors U -0.ed Glazing Criteria Met'? Glazing Vert OH Area % U U SHGC 00-10% 0.90 1.45 1.00 10-15% 0.75 1.40 1.00 15.20% 0.65 1.30 0.80 20-25% 0.60 1.30 0.65 • . walls, assume HC =1.0 unless calculations are provided; for all other walls use r ■ t* .r a - .. r" w ,. , . "'�` All Insulation Installed? Opaque Masonry wall (nt) U -0.19 Masonry walls (ether) U-025 Belau grade walls (ad) R -10 Below grade walls (otter) R -11 Roofs over attics R -30 All other rods R -21 Floors aver rxroond.sp. R -19 Slebs-on-grade R -10 Radiant floors R -10 Opaque doors U -0.ed Glazing Criteria Met'? Glazing Vert OH Area % U U SHGC 00-10% 0.90 1.45 1.00 10-15% 0.75 1.40 1.00 15.20% 0.65 1.30 0.80 20-25% 0.60 1.30 0.65 AU Insulation Installed'? Opaque Walls R -11 Below grade walls (ed) R -10 Below grade walls (otter) R -11 Roofs over attics R-30 All other roofs R -21 Floors over unoond.sp. R -19 Slabs-on -grade R -10 Radiant floors R -10 Opaque doors U-0.60 Glazing Criteria Mal? Glazi g Vett OH Area % U U SHGC 00-15% 0.90 1.45 1.00 15-20% 0.75 1.40 1.00 20 -30% 0.60 130 0,65 30-40% 0.50 1.25 0.45 All Insulation Installed? Opaque Wals R -19 Masonry walls (IM) U-0.19 Masonry walls (other) U-0.25 Below grade walls (art) R -10 Below grade walls (otter) R -19 Roofs over attics R-38 All other roofs R-30 Floors over unoond. R-30 Slabs-on-grade R -10 Radiant floors RIO Opaque doors U-0.60 Glazing Criteria Met? Glazing Vert OH Area % U U SHGC 00 -20% 0.40 0.80 1.00 AG Insulation Installed? Opaque Wats R•19 Below grade walls (ext) R•10 Belau grade wall (otter) R -19 Roots over attics R-38 All other roofs R-30 Floors over unoord. R30 Slabs-co-grade R -10 Radiant floors R -10 Opaque doors U -0.60 Glazing Criteria Met? Glazing Vat OH Nees % U U SHGC 00-20% 0.40 0.80 1.00 ! ! A ° I I • • I 1 , • 1 - • L I I - • • • _ • 11 • . 1 - • I11 Envelope Summary (back) Climate Zone 1 ENV -SUM 1997 Washington State Nonresidential Energy Code Compliance Forms Decision Flowchart for Prescriptive Option Use this flowchart to determine if project qualifies for the optional Prescriptive Option. If not, either the Component Performance or Systems Analysis Options must be used. 1302 Space Meat Type: For the purpose of determin ng building envelope requirements, the following two categories comprise all space heating types: Other: All other space heating systems Including gas, solid fuel, oil, and propane apace healing systems and those systems Usted In the exception to electric resistance. (continued at right) Electric Resistance: Space heating systems which use electric resistance elements as the primary heating system Including baseboard, radiant, and forced air units where the total electric resistance hest capacity exceeds 1.0 Wift of the gross conditioned floor area. Exception: Heat pumps and terminal electric resistance heating in variable air volume distribution systems, Area weighted HC: divide total of (HC, area}'by Tool Area ev ..r .- • First Edition • June 1990 ,; Totals ; Section 2009 Project Address 401 Andover Park East Date 7/5/00 Space Heat Type ❑ .Elec resist ID all For Building Department Use Glazing Area as % gross exterior wall area other 27 % Concrete/Masonry Option ❑ • ❑ . Building Component List components by assembly ID & page # Proposed UA U- factor x Area (A) = UA (U x A) Target UA U- factor x Area (A) = UA (U x A) Vertical Glazing U= .. Plan ID: Doors U= Plan ID: insul glazirg U= Plan ID: Section . 088CO 3 U= Plan ID: 2.1E U= Plan ID: U= Plan ID: U= Plan ID: . 9 147 132 .32 6256 2002 6 6403 3842 f % c ut e R esist Oiler Heating 0 15% 040 {� ? ir40 ' sE07`3fs .G its aIIQVk $ ' ft,5tl ':lt#eTiR• ? f'ftChi4tikY%<riEti) BuIzeiJ Peagrati0 sir MO I U= Plan ID: Default U= Plan ID: 08630 U= Plan ID: Mt 1 Frame U= Plan ID: 1.45 416 603 .32 81 26 1 3 673 A75 > ' tiesht �tlier in : `G? >? y( '$= 2( 19E.'>> a<<` ff` fffi•`•': >> ?t >a >`:'s<1l`4Ef >';;: � •� �.�'� >�� x •` € : -<:<<:;>< s :; :r;,. > „�:;':.:...:.. fot;C JM otfE f(i >?��: i > <: slooa 1 110 I U= Plan n ID: Windows @ U= Plan ID: F.5 Area U= Plan ID: Se Wall U= Plan ID: P 1.45 176 255 stoop anbedo U= Plan ID: U= Default Plan ID: U= Plan ID: 0.41 21 9 1.2 548 658 .6 569 341 <:: f c < ea F Qf irHeiK ( : < > < :. :: <,,, a: €,': < • : a >;: 1Y '. JOAO sJOOd R= Plan ID: R= Plan ID: N/A R= Plan ID: . <s ? > ":` {e . ` Re i • 4ltShc' F . . 0.0312 > :.: ,::a .038: >; Nook' Je4J0 R RF1 &2 R=31.95PIan ID: RF3 R=21. 00Plan ID: 4 0.046 x 39419 = 1813 0.031 x 13448 = 421 0.048 x 1550 74 n.n5 54417 9771 > 0 ` Y:. > ;::i:.<;:s Q34> s ' : - ::::f05 Opaque Walls R =12, 38PIan ID: W1 R= 9.95PIan ID: W2 R =13.35PIan ID: W3 R =10.97PIan ID: W4 R- - 15.56PIan ID: W6 R =10.27Plan ID: W7 &W8 R= 9.66PIan ID: W9 R= 13.91PIan ID: W10 N ote: Sum of Target Areas here should equal 0.08 x 2442 198 0.10 x 1095 110 0.075 x 2953 222 0.091 x 1959 179 0.064 x 2886 186 0.10 x 3677 358 0.104 x 3094 320 .07 X 569 41 Target Opaque Wall Area (see back) 0.14 18675 2615 <. :' feet ; R0 . it.I eat • ;.; ": iii 4$ • }( % : iii::.'•' n• Y.: � ii r ^ +i� >u::.i:::` }: ' •O d j :. ;> •<<< ; Qs : r; ;:::s < > :; l;4 ?ti t A ....,......., N :.::.:...:.::::::::::.::> <.:,,...:...:...:..,........... Below Grade Walls R= Plan ID: R= Plan ID: N A R- Plan ID: R Plan ID: n " Note: If insulated to levels required for opaque wails list above with opaque walla • g:::::.::::::: # 4 t Rt st < << 9r €kteat 1> di ng yg • : ^ >:::::: <• >::::• ; Floors Over Uncond. R =21.02PIan ID: RF4 similar R= Plan ID: R = Plan ID: R= Plan ID: 0.048 650 32 .056 650 37 i:,t•':y: ^CSi }::.yr <ti ��: i. : :fii$ i:•:r��: ' >> t' .......:.... ........ :# #;..>:< i:::r #:..., :...... >F >. # ........ apei6 els R =10 Plan ID: Default R =. Plan ID: Table 20 -2 R- Plan ID: 4 Vertical R= Plan ID: Insul 0.48 22855 10970 2 5 2....... .. : . :: <'< ' >I�4t!f.R;t;a ��'� "�' :�.F.. I ::; (seeT4 3- 'E.ta arltffaa 18,609 Totals' 104,242 22,77 U For compliance: Totals 104,242 A s •t • • - k•1 - • - s ( : . I- • • - • u • -. 1 - • 11 Envelope UA Calculations Climate Zonel ENV -UA 1997 Washington Stab Nonresidential Energy Code Compliance Forms 1) Proposed Total Area shall equal Target Total Area, and 2) Proposed Total UA shall not exceed Target Total U PERMIT cENTER Fest Editlon . June 1998 CEIVED I F TUKWILAI 1 1 2000 z z `. W O rn0 co J co LL W 2 N 0 I- Z' Z H.. 0 W ~ 2 n 0 . ,o Nr O _ i uj F- I ti 0 W Z co Z Envelope SHGC Calculations Climate Zone 1 ENV -SHGC First Edition • June 199e 1997 Washington State Nonresidential Energy Cods Compliance Forms 1 Proposed SHGC SHGC' x Area (A) = SHGC x A 0.39 6403 2497 Glazing List components by assembly ID & page # Plan ID: Spec Section Plan ID: 08800, 2.1E Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: 2,497 Target SHGC SHGC x Area (A) = SHGC x A 0.65 x 6403 = 4162 s 6,403 4,162 'Note: Manufacturers Sc may be used In lieu of Target Area Adjustment Calculations If the t�tillik t APORPO6 � �Oe' 1e 13 2, then this Ve',;s n I o o e • e e calcu a R to �vO�is above. ions. t Proposed Areas: Numbered values are used in calculations below. Roofs over Attics Glazing Area Opaque Area Gross Exterior Wail Area 17: I Roofs over Attics. Other Roofs For compliance: Proposed total SHGC x A shall not exceed Target total SHGC x A 1 2: OG= 13: VG= 5: 6: Max Glazing Area (Table 13 -1) Target OG Area in Roofs over Attics 1: 1 . Max OG Remaining lesser (circle) = L 7: Proposed Opaque Area OG Area rI Target 00 Area/ _ = Target Opaque Area 1 1: — 1 1 I Total Target OG Area (sum 910 + ff11)12� }5£; 371:`,' i O 14 Totals' 6,403 Other Roofs Walls 100 17: Maximum Target Glazing Area 8: Target OG Area in Other Roofs 2: I Target VG Area $ lesser (circle) I = Proposed Opaque Area Proposed VG Area Target VG Area Target Opaque Area I Walisl 16: I + _ 19: I �+C}.':757 ;' <'ir£ # >7£7 €£ < >'�I 1 .Note: If there Is more than one type of wall, the Target VG Area may be distributed among them, and separate Target Opaque Areas found. • Target values 9T4ael tplIll4>i plt46edrtr:aeelibitik�pi 0 *W l � ` �l°f 9 a of this form. TargegiltiMi diatil%IAti(id�t l' RPlletapldltodblegalteblinitob6IN Gb Mb00eabove. Total ;1313£> :£ Si ?.i£:v<£; } e::�: ,:::5 3: ; ? ;..:.: £s. Note: OG = overhead glazing VG = vertical glazing For Target OG's, circle and use the lesser values both here and below. It H o ° Z 1- 11J Lu CI o C2 p 1- w w ri o : fill U =. O Z Project info Project Address 401 armOTaa PARK PAST Date 7/7/00 Allowed x Area �� 1ouxl>droraefr For Building Department Use 1.20 WATT= TSCJCIOLOOT, INC. Applicant Name: ma, arc. or Sarrrs Applicant Address: 927 MINIUR APS. sours Applicant Phone: 206 -320 -2040 WAX 206 - 726 -9160 Location (floor/room no.) Occupancy Description Allowed Watts per ft " Area in ft Allowed x Area 1st a 2nd floor Office areas 1.20 37606.0 45127.2 1st floor Testing laboratories 2.00 4524.0 9048.0 1st floor Machine Shop 2.30 31136.0 71612.8 1st 4 2nd floor Warehouse 0.50 46593.0 23296.5 1440.0 Teat lab 400 watt metal halide hi -bay fixtures 16 460.0 ** From Table 15-1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 149084.5 Proposed Lighting Wattage (Interior) (May not exceed Total Allowed Watts for Interior) Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Offices S 4 lamp indirect fluorescent fixture W /TS lamps 144 112.0 16128.0 Offices 2x4 3 lamp parabolic lay -in fluorescents WrS lamps 216 90.0 19440.0 Offices Twin 13 Wttt fluorescent recess fixtures 86 34.0 2924.0 Test lab 244 3 lamp surface fluorescent fixtures NTS lamps 16 90.0 1440.0 Teat lab 400 watt metal halide hi -bay fixtures 16 460.0 7360.0 Warehouse 9' 4 -lamp strip fixtures W/T0 lamps 70 112.0 7840.0 Irarbous. 400 watt metal halide hi -bay fixtures 40 460.0 18400.0 Machin. shop 400 watt metal halide hi -bay fixtures 144 460.0 66240.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 139772.0 1997' ;hin.ton State Nonresidential Energy Code C llfance Form Lighting Summary LTG -SUM 1097 Washington stab Nonresidential Energy Cade Compliance Forms First Edition - June, 1999 (Project Description I ❑ New Building Addition Alteration Compliance Option CO Prescriptive Q Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box) 0 No changes are being made to the lighting 0 Less than 60% of the fixtures are new, and installed lighting wattage is not being increased Maximum Allowed Lighting Wattage (Interior) RECEIVED CITY OF TUKWILA JUL 1 1 2000 PERMIT CENTER Location Description Allowed Watts per ft or per If Area In ft (or If for perimeter) Allowed Watts x ft (or x If) Covered Paridng 250 MST VITAL SAID= ILL PACK 0.2 W/ft 285.0 2850.0 Open Parldng 250 II2T IaT L HALL * MILL 1e Dol5I LIGHT 0.2W/11 40475.0 8095.0 Outdoor Areas 175 MIMR' DISTAL SMLIDS UP LIGHT 0.2 W /ft 215.0 3010.0 Bldg. (by facade) 175 IS MULL KALIDZ DOIMM LIGHT 0.25 W /ft 215.0 3010.0 Bldg. (by Perim) 250 ISM DISTAL MALIDI Doer LIGET 7.5 Will 1267.0 9502.5 Note: for building exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Watts 17597.5 Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed xoaax, Meer MILLS 250 MST VITAL SAID= ILL PACK 10 285.0 2850.0 POUTS MILLS 250 II2T IaT L HALL * MILL 1e Dol5I LIGHT 6 285.0 1710.0 BUST MILL 175 MIMR' DISTAL SMLIDS UP LIGHT 14 215.0 3010.0 soar MILL 175 IS MULL KALIDZ DOIMM LIGHT 14 215.0 3010.0 exTSRXOS 13IT5T 250 ISM DISTAL MALIDI Doer LIGET 6 285.0 1710.0 DMZ MIYI 70 NUT IaTM xt&LIDS POLLARDS 18 89.0 1602.0 rLSO PUGS LIGHT 250 IS?! Is= MIDI mL00D 2 285.0 570.0 PASSIM LOT 250 MITT POLS MUM OS S, 20' roLS 4 285.0 1140.0 Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts 15602.0 1997 `''''ihington State Nonresidential Energy Code C''rliance Form Maximum Allowed Lighting Wattage (Exterior Proposed Lighting Wattage (Exterior) (May not exceed Total Allowed Watts for Exterior) RECEIVED CITY OF TUKWILA JUL 1 1 2000 PERMIT CENTER Use' LPA (VWft use' LPA (aft Painting, welding, carpentry, machine shops 2.3 Police and fire stations 1.2 Barber shops, beauty shops 2 Atria (atriums) 1 Hetet banquet/conference/exhibition hal" 2 Assembly spaces °, auditoriums, gymnasia °, theaters 1 Laboratories 2 Process plants 1 Aircraft repair hangars 1.5 Restaurarts/bars° 1 Cafeterias, fast food establshmerte 1.5 Retail A 1 Factories, workshops, handling areas 1.5 Retail Bt Retail banking 1.5 Gas statiore, auto repair shops° 1.5 Locker and/or shower fealties 0.8 Institutions 1.5 Warehouses ', storage areas 0.5 Lbraries 1.5 Aircraft storage hangars 0.4 Nursing homes 1.5 Parking garages en Sedan 1672 Wholesale stores (pallet rack shelving) 1.5 Mall concourses 1.4 Plans Submitted for Common Areas Only' Schools buildings, school classrooms, day care centers 1.35 Common area, corridors, lobbies (except mail concourse) 0.8 Laundries 1.3 Tolet facillies and washrooms 0.8 Office buildings, office/administrative areas in facilities of other use types (including but not linked to schools, hospitals, Instkutbns, museums, banks, churches)a'." 1.2 Prescriptive Spaces Occupancy: 0 Warehouses, storage areas or aircraft storage hangers *Other Qualification Checklist Note: If occupancy type Is "Othem" and fixture answer is checked, the number of fixtures In the space is not limited by Code. Clearly Indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: • Check here If at least 95% of fixtures in the space meet all four criteria: 1. Fixtures are fluorescent, non - lensed, with only one or two lamps, and 2. Lamps are T-5, T-6, T-8 or PL, and 3. Lamps are 5-50 Watts, and 4. Ballasts are electronic ballasts 1997 "" State Nonresidential Ener, Code C " iance Form Lighting Summary (back) LTG -SUM Table 15 -1 Unit Lighting Power Allowance (LPA) for Interior Lighting Footnotes for Table 15 -1 1. In cases in which a use is not mentioned specifically, the Unft Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2. The watts per square foot maybe increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3. Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4. For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5. Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6. Includes pump area under canopy. 7. In cases in which a lighting plan is submitted for only a portion of a floor, a Unit Lighting Power Allowance of 1.35 may be used for usable office floor area and 0.80 watts per square foot shall be used for the common areas, which may include elevator space, lobby area and rest rooms. Common areas, as herein defined do not include mall concourses. 8. For the fire engine room, the Unit Lighting Power Allowance is 1.0 watts per square foot. 9. For indoor sport tournament courts with adjacent spectator seating, the Unit Lighting Power Allowance for the court area is 2.6 watts per square foot. 10. For both Retail A and Retail B, light for free- standing display, building showcase illumination and display window illumination installed within two feet of the window are exempt. Retail A allows a Unit Lighting Power Allowance of 1.0 watts per square foot. Ceiling mounted adjustable tungsten halogen and HID merchandise display il iuminaries are exempt. Retail B allows a Unit Lighting Power Allowance of 1.5 watts per square foot, including all ceiling mounted merchandise display luminaries. 11. Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, : EC computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (ac • . of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. VED KWILA 'JUL 1 1 2000 PERMIT CENTER Building Permit Plans Checklist ENV -CHK 1997 Washington State Nonresidential Energy Code Compliance Form. Rot Edition -June 1898 Project Address 401 Andover Park East, Tukwila, Washington 'Date 7/5/00 The following information Is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. Applicability (circle) Code Section '' Component Information Required Location on Plans Building Department Notes GENERAL REQUIREMENTS (Sections 1301 -1314) 1301 Scope - Unconditioned spaces identified on plans if allowed 1302 Space heat type y.■ no n.a: 'aiher 'Electric resistance n• ca e on p ans a e c rest ance ea is n a owe• Ti .2 yea no n.a. y.. no n.a. • . em ea • spaces em - ea e spaces t•e • on p ans a ow-• T1:2 13i1 lnsulatlon no a.a. 1311.1 instil, insialfation Indicate densities and clearances A2 dw>;s / + dwgs no n.a. F 1311.2 `Roof /ceiling insul. Indicate R -value on root sections tor attics and other roofs; Indicate clearances for attic insulation; Indicate baffles if eave vents installed; Indicate face stapling of faced baits A4 dwg series no n.a. 1311.3 WallinsuTation Indicate R -value on wall sections; Indicate face stapling of faced bans; Indicate above grade exterior insulation is protected; Indicate loose -till core insulation for masonry walls as necess; Indicate heat capacity of masonry walls If masonry option Is used or if credit taken in ENVSTD; A2 dwg serie a y no n.a. 1311.4 'Floor insulation indicate R -value on floor sections; Indicate substantial contact with surface; Indicate supports not more than 24' o.c.; Indicate that insulation does not block airflow through foundation vents A4 dwg series 0 no n.a.. T311.5 n -grade floor indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 24' from top; Indicate above grade exterior insulation Is protected dwg A4 serie s yes no a.a 1311.6 'Radiant floor indicate on wall section or foundation detail; Indicate slab Insulation extends down vertically 36' from the top; Indicate above grade exterior insulation is protected; Indicate Insulation also under entire slab where req'd. by Official 0 no n.a. T3T2 'Glazing and doors 'lrrovide calculation of glazing area (including vertical and overhead) as percent of gross wail area T1.2, A.3.., A.4... no n.a. 1 11-factors TndicaTe glazing and door U- factors on glazing and door schedule (provide area - weighted calculations as necessary); Indicate if values are NFRC or default, if values are default then specify frame type, glazing layers, gapwidth, low-e coatings, gas fillings T1.2 & cal :Is ( j)no n.a. 1312.2 SHCSC & SC indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule (provide area - weighted calculations as necessary) See calcs 1313 'Alolsiure control — a.a. *no 1313.1 Vapor retarders 'Rooflceiling vap.ret. Wail vapor retarder Indicate vapor retarders on warm side indicate vapor retarder on roof section; Indicate vap. retard, with sealed seams for non -wood struc. indicate vapor retarder on wall section A A A.4... A.4... no n.a. 1313.2 no n.a. 1313 i no n... 1313.4 "Floor vapor retarder Indicate vapor retarder on floor section A.4... yea no ' 13T3.5 trawl space vap. ref. indicate six mil black polyethylene overlapped 12' on ground A. 4 1314 'Air leakage _ ■ no n.a. 1314.1 Bldg, envel. sealing 't3lazing/door sealing indicate sealing, caulking, gasketing, and weatherstripping Indicate weathersfnpping A 'I A. 4 _ A - 4 no n.a. 1314.2 ■ no n.a. 131 Assemb. as ducts indicate sealing, caulking and gasketing A. 4 PRESCRIPTIVE/COMPONENT PERFORMANCE (Sections 1320 -23 or 1330 -34) C y.■ no Envelope Sum. Norm ' Completed and attached. Provide component performance worksheet If necessary Provide ENVSTD screen 1 output if necessary See calcs If "no" is c rot for any auestion, provide explanation: 1994 Was Eton State Nonresidential Energy Code Comp.... Ice Form f; i.ii �hF.l ECEIVED CITY OF TUKWILA JUL 1 1 2000 PERMIT CENTEF 1997 WashIn. ton State Nonresidential Enerr Code C Hance Form Building Permit Plans Checklist 1997 Washington Slate Nonresidential Energy Code Compliance Forms ENV -CHK First Edition • June 1998 Envelope - General Requirements 1311 Insulation 1311.1 Installation Requirements: Al insulation materials shal be installed according to the manufacturer's instructions to achieve proper densities, maintain clearances, and maintain uniform R- values. To the maximum extent possible, insulation shall extend over the ful component area to the intended R- value. 1311.2 Roof/Ceiling Insulation: Open -blown or poured loose - fil insulation may be used in attic spaces where the slope d the ceiling is not more than 3/12 and there is at least thirty Inches of clear distance from the top of the bottom chord of the truss or ceiling joist to the underside of the sheathing at the roof ridge. When eave vents are installed, baffling of the vent openings shall be provided so as to deflect the incoming air above the surface of the insulation. Where lighting fixtures are recessed into a suspended or exposed grid ceiling, the rod /ceiling assembly shall be insulated in a location other than directly on the suspended ceiing. Exception: Type IC rated recessed lighting fixtures. Where installed in wood framing, faced batt insulation shall be face stapled. 1311.3 Wall Insulation: Exterior wall cavities isolated during framing shall be fully insulated to the levels of the surrounding walls. When installed in wood framing, faced bait insulation shall be face stapled. Above grade exterior insulation shall be protected. 1311.4 Floor Insulation: Floor insulation shal be installed in a permanent manner In substantial contact with the surface being insulated. Insulation supports shall be installed so spacing is not more than twenty -four inches an center. Installed Insulation shall not block the airflow through foundation vents. 1311.5 Slab -On -Grade Floor. Slab -on -grade Insulation installed insde the foundation wall shall extend downward from the top of the slab a minimum distance of twenty -four inches or to the top of the footing, whichever is less. Insulation installed outside the foundation shall extend downward a minimum of twenty -four inches or to the frostline, whichever is greater. Above grade insulation shall be protected. Exception: For monolithic slabs, the insulation shall extend downward from the top of the slab to the bottom of the footing. 1311.6 Radiant Floors (on or below grade): Slab -on -grade insulation shall extend downward from the top of the slab a minimum distance of thirty -six inches or downward to the top of the footing and horizontal for an aggregate of not less than thirty -six inches. If required by the building official where sdl conditions warrant such insulation, the entire area of a radiant floor shall be thermally isolated from the soil. Where a soil gas control system is provided below the radiant floor, which results in increased convective flow below the radiant floor, the radant floor shall be thermally isolated from the sub -floor gravel layer. 1312 Glazing and Doors 1312.1 Standard Procedure for Determination of Glazing and Door U- Factors: U- factors for glazing and doors shall be determined, certified and labeled in accordance with Standard RS -31 by a certified independent agency licensed by the National Fenestration Rating Council (NFRC). Compliance shall be based on the Residential or the Nonresidential Model Size. Product samples used for U- factor determinations shall be production ine ur is or representative of units as purchased by the consumer or contractor. Unlabeled glazing and doors shall be assigned the default U -factor in Section 2006. 1312.2 Solar Heat Gain Coefficient and Shading Coefficient: Solar Heat Gain Coefficient (SHGC), shall be determined, certified and labeled in accordance with the National Fenestration Rating Council (NFRC) Standard by a certified, independent agency, licensed by the NFRC. Exception: Shading coefficients (SC) shall be an acceptable alternate for compliance with solar heat gain coefficient requirements. Sharing coeffidents for glazing shall betaken from Chapter 27 of Standard RS-27 or from the manufacturer's test data. 1313 Moisture Control 1313.1 Vapor Retarders: Vapor retarders shall be installed on the warm side (in winter) of insulation as required by this section. Exception: Vapor retarder installed with not more than 1/3 of the nominal R -value between it and the conditioned space. 1313.2 Roof /Ceiling Assemblies: Roof/ceiling assemblies where the ventilation space above the insulation is less than an average of twelve inches shall be provided with a vapor retarder. Roo /ceiling assemblies without a vented airspace, where neither the roof deck nor the roof structure are made of wood, shall provide a continuous vapor retarder with taped seams. Exception: Vapor retarders need not be provided where all of the insulation is installed between the roof membrane and the structural roof deck. 1313.3 Walls: Walls separating conditioned space from unconditioned space shall be provided with a vapor retarder. 1313.4 Floors: Floors separating conditioned space from unconditioned space shall be provided with a vapor retarder. 1313.5 Crawl Spaces: A ground cover of six mil (0.006 inch thick) black polyethylene or approved equal shall be laid over the ground within crawl spaces. The ground cover shall be overlapped twelve inches minimum at the joints and shall extend to the foundation wall. Exception: The ground cover may be omitted in crawl spaces if the crawl space has a concrete slab floor with a minimum thickness of three and one -half inches. 1314 Air Leakage 1314.1 Building Envelope: The requirements of this section shall apply to building elements separating conditioned from unconditioned spaces. Exterior joints around windows and door frames, openings between walls and foundation, between walls and roof and wall panels; openings at penetrations of utility services through walls, floors, and roofs; and all other openings in the building envelope shall be sealed, caulked, gasketed, or weatherstripped to limit air leakage. . . 1314.2 Glazing and Doors: Doors and operable glazing separating condtioned from unconditioned space shall be weatherstripped. Fixed windows shall be tight fitting with glass retained by stops with sealant or caulking all around. Exception: Openings that are required to be fire resistant. 1314.3 Building Assemblies Used as Ducts or Plenums: Building assemblies used as ducts or plenums shall be sealed, caulked, and gasketed to limit air leakage. rt W' 6 00 0 O N W. N u- W 0 QQ - O ' W Z � I0 — O P- O H W U l I-- - - 0 uJ N! O Z 7.400 • . -1..- r 1/ IW t . 11621 Sr C► I . P Wf 144 J4co ' 1L 1146 141 542 Ge• Tf4 1 l 28 tE65 1657' glo •(oo #2.1 W i5 !0310 160 weer 146 424 ; 5741 t 7 Co 155 480. 7 j 9,51 aten lea Ioo 21 t; 7!0 l loos (057 9444 Iv615 ZR53 Nei ' Merl 1(080 n 921 i is o c . 1I+2tt4 - 1CA1_ cosier 1011 � r � e40 I Sspr 21 70 ep.51er - I /CP fCo +D3• C- 4l.a2.4Ki Ulrtlt aeons Pre+ MIA ,1 GCS `T -4 RDEDF cou'( icE Ai 3 pt_r e u 1 122 1 rLy14-icorD I2 -241 tu. ourCe. 11 2o1 ). o. 'N1�L , ( 1 t t . al le Ot.tt Lc - ?cites 1 1 1 r- tri.Azeor ,Co 1 ,SCo IDE,...,1{44141 caret+ o-=- -A(N Ran 1, Q1T7-, 4 1 1 .12:4 v..en . .Cp 2 ..1% c . RECEIVED CITY OF TUKWILA JUL 1 1 2000 PERMIT CENTER fAil ave% - j'. e5 r m . t • LL "ictA FE • � ilrret02. Co cCLIC •t--- •O11 o.48 K-11 -1 I I . v� Fce_ qcrEgfOC t,Y2-49 CP Cr:14c FKIL___0.. S-1 I • 1 8 U Mrm JrE cL c iZ ( u - - E MTL� �'uGb Nt :4-e) " c vel . 93 .6os jc GO g- , f g C MU 12 . )L C 1, 5 1 . I - r 1 14..)L,/ i4 I I. V'Lt4 - • i P .68 .cerfoLzr , '1 I.6 1. Coq C I O. 134 ECEIVED OF TUKWILA JUL 1 1 91111(1 PERMIT CENTER dto Floc t L_ C'4c.. c .OesmGt -r .45 CMU t2col Iq ugt�. / 4 1 4 4aRtrcAL. R-10 iNs� PERALT rkfk- o , 4, T--- - '2 rfi Ge M1L SDP I l /cLIJ o CMU l-1/it l _ • R NIFJ4o Imo - II ftrL ruo /2 " e.4. 1(c f5c ic∎ c Q ty�' 41 r 20 19,54 6cos con Sec:. .(01 G(:1 .sue t o •2 scp 7 % (09 ''RCEIVED CITY OF TUKWILA. JUL 1 1 2000 PERMIT CENTER i r r_,_ 51 L (YR U NOTICE IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT... Kecia‘ro 3O JFii 2 314,5 4 11 OH aLAZ 49 1 • • ••-• • . • (. 4 •-- - — - - - - ( J , WARR MD (a) HEZSTEEP -- 1-ied6R" HaTE: KF I # RP.% oNLAA Nom: ILP I .# RF? aNL.T 10e 14 :giiti∎W --fit GA 1 i 511 ogh i { — 1 10' , RECEIVED CITY OF TUKWILA JUL 1 1 2000 PERMIT CENTER Aboo ' I Veal Coal • ' — • • — • • — • • — •,- 4teridos. 0.. SC-3' • — • moo tl_s — . . 4-6 Iv-Jot 4. coscospicaLof!_ot I 605F V4_1 eE.p teivr c .1^4W eLzivanort ecsmict:14 71_61acr • 2441 I 095,4r_ 0 NV NORTH ELEVATION _ . _ s, ,J 16I 44%1 1 00 '7 Co PIANtxxxs -Erap---ezta* NORTH ELEVATION (4) (8 ri) (9 (ic V6' r r 0 1 5r 0 • 0 WEST ELEVATION t WEST ELEVATION lir • r • • .• • •• _ • 4 .1 e ' E 7 • 0 • ,rd,k4g �D1 1 w q f , I O NORTH ELEVATION r_ ID 45 . 461 to �1oa - r Fro _ NORTH ELEVATION lir IS AI� 8 , 1, O 6. M• 7 • 01 O Bl WEST ELEVATION 90'•r WEST ELEVATION 82 w'. KEY NOTES O ova PACK LWR,'N6 A tax ow CAW( O Coon von me MD/ METAL 60.At915 9W-S.1 SYSTEM O ew ELEVATOR 44 FT O (gWOSOE PETAL PANEL STAADM *AM SM. CCP O CORRJSATED METAL 5046 O LK, O METAL DOOR 1 MOM? oeuxED 6USP6. M. 6' x IO W COI.) DC0R4 N M TC m1 E1PDL5 TLT+P Pe CAST Melt PAS O 12' X IN C I LOANS DOORS 4> MORD SIM. rem 12ht 17' ON CORM COPT O STEEL scorer . SYSTEM go:M :LW AMP SR CAST (.00RE;E COILMO O CAN PNELS 00 Be CIEA'fA) ® DOT* IDIOMS DOLL ® EXST616 own METAL WPM SYSTEM N OJL4rt01'I ® 2' x 4' NMM12FD A11499.1 41411J09 ® 4'00 00119M ® NMIZED NIKMM PODPIE ® IETIL 6MA143 SYSTEM ® worn MALL SYSTD:VLRTIWL BUT J 7*T MIIIMIIIMMI IIII IMMO I DIT St PLATE DATBB FATIGUE © Doc( mEVELER ® rut roe roman TECHNOLOGY INC. • IE1ILDA076 '8' arm moo DOOR 401 ANDOVER PARK EAST ® ID}IO/AGE YLTW6 PTa ewtDRAL s em ®PIE I'INSIm sEEr rem. TUKWILA, WASHINGTON MASONRY LEGEND: rmxaa NU 1101111111Mett M aw SOLDER COUNT CMF7 Bxxx GRID LINE/ TAG LEGEND ( - -- * 5 T EI.D6. MOE ID. • KA 6471.0E ID, A N C ARCHITECTURE 777108A NE 8400 Ulm, WA 98004 428.822.6700 428028.9116 Fax Arlan E. Collins Muk L Warman, AIA Pdndp.l Architects Ew D Revisions .t. tent Pmlect Ito. In7.00 0.,. Gn /l9 Metre Br JAC Tile E7ET. ELEVATIONS Sheet No A4.1.2 RECEIVED CITY OF TUKWILA JUL 1 1 2000 PERMIT CENTER E 9 Ft - P - Fec — croTliOC" jta-EL_J-. — FAST/10M 1•EIC- LAZ 11■1 '5818 AhL_. 8,134'13 FP'67 • — - FAST ROM if z I el I 11111 • • ,,t• MEM on moo Iwo ur■w_mtkimr■er =-- 1141111111116841.1r., I 614 m 31111 !! L M ® :-f , 3 = I -I- N ,___ NINIMMINFINUARM ilr--•mrir-----....r.—T9Lir.---_^lliss_. 11111111111111111111WZMu ili 1 1 painummnimmli RE-_ L2* 111:imutrtnammmurnmmnommu IMILVisimm.-sommrnmmn I ., 0 0 * 00 • 0 ---r-11 4 L J 0 EAST ELEVATION 1 I I • • • 011 " " I o 11 • \ I I r 1. 1. - ------- - .1 1 L le 4' CI 6 N IV ()EAST ELEVATION 9 0 SOUTH ELEVATI011 *J. -- • z mprAir,4111 MMMMNImm- t. YAM; -,_tk7-ESSEIIMMIIIM 111111111.0111111M1111111111111111. 11111,111=1111111•11111111111M111111111111111111 NM Mika" .TIME 111 . 1111111 = 111 ■■ 111 % 1 Ma r 111111111111111111ENA rfirl * arutarsfur well■Imimmaim■I■ 1 „eummuumunnsumamemmninnumutuuntifienumuuntrumumunnenu=mfi eunualunmELlie e 11111111111111111 r7. .-.-777. 7" , ,, 7 . 7 ;;„-1, F- 1 .__„,„_,,__,_...... _ riral ti..yr., a... __ _ _ _ E MI r ._■-• ncE1.1: • WINN - -_-,_-_. 5.-5_' r- inminumnigni 1 :::::::______....,.....-„,,.......,!!!!,,,77.1.ISMISPILSTL1 , rII•TI,—,...71,...... M riaila 7 - 7 "?1 r2".-..=-74=—...r=2.. i % MI rl."-= 7-7 Ea r" :..--... r I.....17 ' 77 " .. " ." . - 7, '.7-!=-7.:-;: :.1==-7.-:-.77---7-7-7-7_.-.7-741- I C. E. -=-..7 re ii 1.1 I li MMEM NM 11111M1111.1 . .., . . •••••••• 0.1•••••■•••••..*...1•17•1■11•1••■•••■•••■■=1=.1.r..1 lareTimiliiii, lomi , th --. •■■witilamoa.: 0 711*. 1 • 1 1 olgla lain, = ......-- 1 x ---- -c=3 - - ------------ --- --- - 2_16 - 00UTH ELEVATION - . r 1. 714. 0;444, it IA:kJ ------ II to s tal .,, IIII“ I , , 01. 1,1 Psi a _ 1 t FL .34-3 PVC P I • _15.• Sr? PO:1FM.! ek• 15 ' o' FLOc 1 • ueee u aummaee■ ®e■ PIM 11=1111=11M IUUIEfUIIIU IUUIRU II e■ J L. J O EAST ELEVATION Al .tI 551 111111111% ■■ 10' "''11'/11 11 11 1 �e ®ee eIee eee q - — ni U_ I ►e�ee+e�ee��i� ®eel ifilmitmunmammomrtniimmifillammmtowammmimilll O O 00 z J O EAST ELEVATION A2 z r - Z 1 ELEVATI J • --k REEK •lisommumft ;56 -- SOUTH ELEVATION L J I L 6• 4' 0 6' A 16' • 8 6I• .s IleCr wirochlet Y.0010 FLOOR I P EL • ao' IRST FLOOR II I — — — E iy4d. P OW FR4K. — — SCCOO KEY NOTES O PALL PACK Ltl4^6 A LOC-M9'0l $ woe wee SIM O roe rWIT SYSTEM O Twee 61 13.) ltru bums s/6cc9Zt4 s+srrx O LW ELEVATOR 94AFT caro,re re-rm. r» . O 5 41. SEMI 1{A1900r O /AMA1 4 TN. SIA5 CW N41 Oi METN 0009 I MI O 161 AT17 64A216, TOP. O 6'A 17 CN C04.6 DOM N PUM0N 9ASL9S O TL449 PC CASs CQC9.•Te FAO. OS 17' *14' 04 CALM DO0R5 ® P00300 OIOL SAM p DI to. co we ma O s em swam SYSD' NLCsh0aTr M•P d., se CAS/ 00Clle10 (0.1546 O L031. DO°0300 456 e:6AT! TRT4P PAWLS i10 60 C11A301 Ewe WOOS DOCC ® ez5045 c.vort METAL scum: seem N Pt99to1 r A 4' wow 414W/4 NW01 ® 4'0700064017 ® AA001ID NU94N e04u ® M£u 644106 SYSTZN ® WCA71 Na SYSTEM. 9lrr E00 60. PLAIT 9I9EA 0 000E (mum ® MT FORM 1401 LOAM 001* ® LOST OItWD 0009 s 0eNeles3(70BOF 5101. A 64VL7RA0. ST57DI ® PC 99/510 METAL MASONRY LEGEND: CA-4 GRID LINE/ TAG LEGEND — — DON 516. 9e.idone ID. A N C ARCHITECTURE 777106th NE 9400 9e11ewe WA 96004 475.6726700 475.676.9116 Fu Arlen F.. Collins Meek L Woennen, ALA Prindpel Archh«v FATIGUE TECHNOLOGY INC. 401 ANDOVER PARK EAST TUKWILA, WASHINGTON No. Dm hem e MwTer MIL IMMO IS Cr Proicn No. Dore 627.00 911/99 Tide EXT. ELEVATIONS QsigatA_Li Q8 5h.. A4.1.1 1 .4•4341_44r— RECEIVED 41 -- RECEIVED CiTY OF TUKWILA JUL 1 1 2000 PERMIT CENTER • 111111r1.11.43111111M 111 . 111 Wi llINEWAMINIMEAMMINIMN IIIIRIIIIIIIR••••11•11•M No ..•■•••••• W at lic TiV IV AT: M ITe ger rA Wa . 14,2 ( SECTION THROUGH SHIPPING \:1„,/' /4' - -0' r Ne 4 1' 0' 4' 8' Q6) ,' 6'-4F MO I ; I , � �\ I /, I', unrNnrIrgrifIrlrlrWe 16 I 5. 7IMICIVIV 9TR`11:\:1YP.^stir.•r.^• ^We Fecissr OPEI MB . E6 OPEN P® STL J015T5 OPEN WEB 5TL MSS MOBIL LCWERSlIki'.�GREETIZ C. UM OVER MTL, PEGKMS TS. CAL. PER STRZ. STL 61RDER PER SMUG. OK EXTERIOR WALL O9 EX151146 WAR/309E EtD6. • MIL. PAM. EXTERIOR SLUM II STAim SEAM M Gtx o.irevo SG-0 5 67vEt� IN6 AASE TL ROOF Op SUILT4P ROOF OVER RI6I17 MSU. 0-WILING DOER A55e LY O X DRAWS ON OTHER SID RECEIVED CITY OF TUKWILA JUL 1 1 2000 PERMIT CENTER 777 108± 1 Bellevue W. 425.822 425.828.9' Arlan E. Mark L. Woe Principal A S20-- 195 .1fiqr -. 3410 . 1 I F - ;1 ' \- .1 I V i .1 I , , 1 , , - ic - i- I / , , 1 .,, , • '' l' .1 10-0 6'-0 e 1,94• / ( STORME WacK16 - 728 +AV - ■ STARS TO ROOF IN INIS AREA ___< . SECTION THROUGH PRODUCTIOI e rr-r. 2V-0* ZT-0' 0'-0" 2*-0' 7 10._3.C1.515asir ( SECT We- r-o. j SECTION @ AREA SEPARATION WALLTHROUGH PLAN Vtr - SECTION THROUGH MEZZANINE 4 ' L 1/ STOPASE STARS TO 1.00f IN INS AREA IdD SECTION THROUGH MEZZANINE ye - r-o. - SECTION THROUGH PRODUCTION RATION WALLTHROUGH PLAN (6) STOWE r■nr.••■•••.■ 240 IS? 20'47 2T-4' 15'4 14 -0' 62. 702 PXONICIPZIMPI )7311 P.,..WWEUv1 wet / 2,4 GpS IC 12 s 45v.___amos sio sGpo es IND KSI 45 It's (5 511 , ssal le> 434. so 149_ aa-o. 25 5T13 . - r7 71. r \ / SS , / / l<> / '. / / X 4I I / / \ / / \ 4T-10' / \ LL-. JUL 1 1 2000 PERMIT CENTER _ coao ..... _........._. -- I • KEY NOTES LA0 K14 • • n EXPAMION MINT _ct • • * Kelp- <> COL • FR/AUCTION SIDE X 'Ewa • FRO0UGT1CN SIDE RECEIVED O. EAST 10 Tf 45 COL CITY OF TUKWILA 40. MA5 KO AT 61ZIO smErr KAziris G e o E n g i n e e r s RECEIVED AUG 2 2000 REID MIDDLETON Tukwila, Washington October 27, 1999 x REV1SON NO1 1)2000- 010 Report Geotechnical Engineering Services Proposed Building Expansion Mustang L.L.C. Project 401 Andover Park East C For Fatigue Technologies, Inc. U REIb MIDDLETON JUL 2 6 2000 RECEIVED CITY OF TUKWILA JUL - 5 2000 PERMIT CENTER File No. 7699 - 001 -00 -1130 Ip Geo% Engineers Fatigue Technologies, Inc, 100 Andover Park West Seattle, Washington 98188 -2868 Attention: Kevin Dooley Chief Financial Officer GeoEngineers, Inc. is pleased to submit four copies of our "Report of Geotechnical Engineering Services, Proposed Building Expansion, Mustang L.L.C. Project, 401 Andover Park East, Tukwila, Washington." Our services have been completed in general accordance with our proposal dated August 17, 1999. Bruce Gibson of Mustang L.L.C. gave us written authorization to proceed on September 15, 1999. We have provided information to Jeff Jeffers of CNA Companies as our findings and conclusions have been developed. We appreciate the opportunity to serve you on this project. Please contact us if you have any questions concerning this report, or if we can be of further service. Yours very truly, HRP:DJC:ja P: \700to7999 \7699001 \769900100R. do c cc: v CNA Companies 777 —108` Avenue NE Bellevue, WA 98004 Attn: Jeff Jeffers " GeoEngineers, Inc. 8410 154th Avenue N.E. Redmond, WA 98052 Telephone (425) 8616000 Fax (425) 861.6050 www.geoengineers.com October 27, 1999 GeoEngineers, Inc. Daniel J. Campbell, P.E. Associate Consulting Engineers and Geoscientists Offices in Washington, Oregon, and Alaska RECEIVED CITY OF TUKWILA JUL - 5 2000 PERMIT CENTER Printed pppei cied paper; APPENDICES CONTENTS Page No. INTRODUCTION 1 SCOPE 1 SITE DESCRIPTION 2 SURFACE CONDITIONS 2 SUBSURFACE CONDITIONS CONCLUSIONS AND RECOMMENDATIONS 3 GENERAL 3 SITE PREPARATION EARTHWORK 4 4 FILL SETTLEMENTS 5 PRELOAD FILL AND SETTLEMENT MONITORING 6 FOUNDATION SUPPORT 8 7 FLOOR SLAB SUPPORT 8 PAVEMENTS 9 DRAINAGE LIMITATIONS 9 FIGURES Figure No. VICINITY MAP 1 2 SITE PLAN 2 3 CROSS SECTION A -A' 4 SETTLEMENT PLATE DETAIL Page No. APPENDIX — FIELD EXPLORATIONS AND LABORATORY TESTING A -1 A -1 FIELD EXPLORATIONS A -1 LABORATORY TESTING APPENDIX A FIGURES Figure No. SOIL CLASSIFICATION SYSTEM A -1 KEY TO BORING LOG SYMBOLS A -2 LOGS OF BORING A- 3...A -4 RECEIVED CITY OF TUKWILA JUL - 5 2000 PERMIT CENTER G e o E n g i n e e r s 1 File No, 7699 - 001 -00- 1130 \102799 l• : a INTRODUCTION We present in this report the results of our geotechnical engineering services for the proposed expansion to an existing building located at 401 Andover Park East in Tukwila, Washington. The project site is located as shown in the Vicinity Map, Figure 1. A site plan showing the extent of the proposed expansion in relation to existing site features is presented in Figure 2. The existing building is located west of Andover Park East and a short distance south of Treck Drive. We understand that present plans are to construct 60 -foot wide extensions along the south and east sides of the building. An existing office extension on the east side of the building will be demolished to accommodate a portion of the new addition that we understand will also be an office extension. A single story warehouse area will be located along the westerly portion of the extension of the building to the south. A two -story segment will be added along the remainder of the south side of the building and along the east side to within 20 to 25 feet of the northeast corner of the existing building. We understand that the lower floor grade in both areas of new construction will be at the present dock height. We understand that the additions will be concrete tilt -up structures with column loads up to 250 kips and wall loads up to 7.5 kips per lineal foot There will be no increase in loads on footings within the existing building. A row of column footings adjacent to existing footings will have loads of about 170 kips. Floor storage loads will be about 250 psf (pounds per square foot). We anticipate that some reconfiguration of the existing parking and driveway areas may be necessary. Fill win be required to 'establish the floor grade. for the building additions. The weight of this fill and the building loads will induce settlements due to consolidation of the compressible soils underlying the site. Building sites for similar structures in the vicinity were preloaded or surcharged to induce the majority of these settlements in advance of actual building construction. One key consideration in planning the expansion is the extent to which the site has previously been preloaded. We understand that there is no indication on the as -built drawings as to whether or not the building footprint was preloaded. We also understand that a geotechnical report with exploration data is not available for the existing warehouse and office extension. SCOPE The purpose of our services is to complete subsurface explorations within the addition areas as a basis for developing design phase geotechnical recommendations for site preparation, earthwork and foundation support. Our specific scope of services includes the following tasks: GeoEngineers REPORT GEOTECHNICAL ENGINEERING SERVICES PROPOSED BUILDING EXPANSION MUSTANG L.L.C. PROJECT 401 ANDOVER PARK EAST TUKWILA, WASHINGTON FOR FATIGUE TECHNOLOGIES, INC. RECEIVED CITY OF TUKWILA 1 File No. 7699 - 001- 00- 11011p2799 5 PERMIT CENTER 2000 N W' 9 W O g < CO �. d , Z w 2 D o U O N ; W W H Vi • Z 0 � Z 1. Review information in our files developed from previous studies in the vicinity of the site. 2. Explore subsurface soil and ground water conditions in the proposed addition areas by drilling two borings, one to a depth of 461/4 feet and a second to a depth of 1161/4 feet, using truck- mounted, hollow stem auger drilling equipment. 3. Complete a limited laboratory testing program on selected soil samples from the borings for correlation with laboratory data from previous borings drilled for other sites in the vicinity. 4. Provide recommendations for site preparation, fill type and placement criteria, drainage, and paving. 5. Estimate the magnitude and time rate of settlement that will result from consolidation of compressible strata encountered in the borings. 6. Develop a preloading program, if appropriate, to reduce postconstruction settlements in the expansion areas. 7. Provide recommendations for alleviating problems due to possible differential settlements between the existing and new structures. 8. Develop recommendations for allowable bearing pressure(s) and other footing design criteria, including excavation and replacement of unsuitable soils beneath footings with structural fill, if apropriate. 9. Provide recommendations for floor slab support. 10. Prepare a written report that summarizes our findings, conclusions and recommendations. GeoEngineers SITE DESCRIPTION SURFACE CONDITIONS The site is bounded•on the east by Andover Park East, on the west by several railroad tracks, and on the north and south by paved parking and driveway areas. Figure 2 shows the site of the proposed expansion areas in relation to existing features. Site grades around the building are nearly level. The main portion of the existing building is a two -story, dock high warehouse with approximate dimensions of 300 feet (east -west) by 210 feet (north - south). Loading docks are located near the southeast corner of the warehouse portion. A recycle dock is located along the west side of the warehouse. The railroad tracks extend along the west side of the building and recycle dock. A one -story dock -high office extends east from the northeast side of the warehouse. We understand that the existing warehouse and office were constructed in the 1960s. We observed minor cracking of the recycle dock during our site visits. The remainder of the exterior walls appeared to be relatively free of cracks. Parking and driveway areas exist on the north, south and east side of the main building and office extension. Level, grass- covered and landscaped areas with scattered trees separate the south parking area from the building. SUBSURFACE CONDITIONS Subsurface conditions were evaluated by drilling two borings (B -1 and B -2) at the approximate locations shown in Figure 2. Details of our field and laboratory testing programs, 2 File No. 7699. 001 -00- 11301102799 co uJ W 0 ; 44 ' J • Q • 0 g. z z Wui 3 p+ 0 Nj 0 H _ V , H- w z . co, 0 r together with logs of the borings an td est data, are presented in the Appendix. Our interpretation of subsurface conditions along the south side of the existing building is shown on Cross Section A -A' presented in Figure 3. Subsurface conditions at the site generally consist of soft to stiff and loose to medium dense alluvial soils overlain by fill and a surficial sod zone. The sod zone extends about 4 inches below the existing ground surface at the two boring locations. The fill generally ranges from hard sandy silt with gravel to medium dense to very dense silty sand with gravel. The fill extends to depths ranging from 8V to 13 feet in borings B -2 and B -1, respectively. Extensive alluvial deposits typical of the Green River Valley underlie the fill. A layer of soft to medium stiff silt with variable sand content underlies the fill and extends to depths of about 22% to 27%2 feet at the boring locations. This silt layer is moderately compressible and is underlain by a layer of loose to medium dense sand with variable silt content. The base of the sand unit is at about 35 feet below the ground surface. A thin (1V2 to 5 feet thick) layer of soft silt separates this upper sand layer from an intermediate layer of loose to medium dense sand. Boring B -1 was terminated within this intermediate sand layer. The base of the intermediate sand layer was encountered at a depth of about 54 feet in boring B -2. In boring B -2, the intermediate sand layer is underlain by an extensive unit of very soft to stiff silt. The silt is moderately compressible and extends to a depth of about 108 feet in boring B -2. Below this depth, the boring encountered tidal deposits consisting of medium dense sand with shell and wood fragments. This boring was terminated at a depth of 116V2 feet in the tidal deposits. Ground water was encountered at depths of about 183 and 8.5 feet in borings B -1 and B -2, respectively. We:: expect :that :ground water levels will be a few feet higher; during the normally wet portion of the year and during higher stages of the Green River located about 1,000 feet east of the site. CONCLUSIONS AND RECOMMENDATIONS GENERAL Based on the results of our explorations, review of subsurface information developed for nearby sites, laboratory testing, analyses and our experience with similar sites in the Green River Valley, we conclude that the planned building additions can be satisfactorily supported on shallow foundations. The footings should be supported on properly compacted existing or new fill soils. The surficial soils at the site are moisture - sensitive and easily disturbed when wet. During wet weather, these soils will be difficult to grade and compact. Accordingly, we recommend that site preparation and grading activities be completed in the generally drier late summer to early fall months in order to reduce difficulties and costs associated with these activities. Filling of the addition areas should be completed in a manner that limits postconstruction settlements and the potential for problems due to differential settlements between the existing building and the additions. OeoEngineers 3 File No. 7699 - 001 -00 -1130 \102799 f SITE PREPARATION The surficial soils at the site consist mostly of moisture- sensitive silty soils on which it will be difficult to operate equipment during wet weather and which are difficult to compact if allowed to become too wet. We recommend that site preparation and earthwork be planned for the normally dry season of the year when earthwork would generally be less expensive and • require less effort. Vegetation and related roots should be removed from within new building and pavement areas. We recommend that sod be stripped from all new building and pavement areas where finished grades will be less than 3 feet above existing grades. We expect that the depth of stripping will average about 4 inches, but will be locally greater in areas with abundant tree roots and brush. Stripped materials should be wasted off -site or used for landscaping. In areas where finished grades will be 3 feet or more above existing grades, the sod may be left in place. The grass should be mowed close to the ground surface and the clippings removed from the site. Existing pavement within addition areas may be left in place, provided that it is broken up into pieces less than about 12 inches in greatest dimension to allow for drainage of the building fill pad. Exposed subgrades in addition and new pavement areas should be thoroughly proofrolled with heavily loaded rubber -tired construction equipment if site preparation is done during extended dry weather. The proofrolling should immediately follow stripping. Soft, loose or otherwise unsuitable areas revealed during proofrolling should be excavated down to firm soil or to 2 feet, whichever is less, and replaced with structural fill. If site preparation must be done during wet weather, the exposed subgrade should not be proofrolled because this could damage the subgrade. In wet weather, the sod zone should be stripped with lightweight equipment and construction traffic kept off the exposed surface. The subgrade should be evaluated by probing by a representative from our firm who will evaluate whether there are localized areas of soft soils that need to be removed and replaced. These soft soils should be excavated to the depth recommend by our representative. Settlement plates should be placed in the addition areas prior to placing any new fill, as described in a subsequent section. EARTHWORK New footings should bear on the existing hard and medium dense to dense fill soils or on new structural fill extending down to these soils. Details regarding foundation support are presented in a subsequent section of this report. Approximately 4 feet of structural fill will be necessary over most of the addition areas to establish dock -high floor grade. Structural fill for support of footings, floor slabs and pavements should be free of organic matter, debris, man-made contaminants and other deleterious materials, with no individual particles larger than 6 inches in greatest dimension. The fill should generally consist of well - graded, free - draining pit run sand and gravel. GeoEngineers 4 File No. 7699 - 001 -00- 1130 \102799 As the amount of fines (soil particles passing the No. 200 sieve) increases, soil becomes increasingly more sensitive to small changes in moisture content and adequate compaction becomes more difficult to achieve, particularly during wet weather. Generally, soils containing more than about 5 percent fines cannot be properly compacted when the moisture content is more than a few percent above optimum. If grading is done during wet weather, the fines content of fill soils should be limited to less than 5 percent by weight of the fraction passing the % -inch sieve. For earthwork during extended dry weather conditions, the fines content may be somewhat higher, provided that the exposed subgrade is not wet and generally firm. Up to about 12 percent fines is usually acceptable for dry weather earthwork, provided that the fines are well distributed throughout the soils and are not present as lumps or balls, and the soil is within a few percent of the optimum moisture content. The existing fill soils have a fines content significantly above 5 percent and will not be suitable for use during wet weather or on wet surfaces. Structural fill should generally be placed in horizontal lifts that. are 10 inches or less in loose thicknes: The initial lift of fill may need to be somewhat thicker in order to reduce the potential for pumping of wet subgrade soils and to provide support for construction traffic in heavily used areas. Fill placed beneath floor slabs in buildings and within 2 feet of pavement subgrade should be compacted to at least'95 percent of the maximum `dry ::density obtained in accordance with the ASTM D -1557 testriiethod. Structural fill placed more than:2 feet below the pavement subgrade should be uniformly compacted to at least90 percent of the maximum' dry `density. The moisture content should be adjusted as necessary to achieve the specified compaction. Fill surfaces should be crowned at all times to prevent pondingof surface water. We recommend that site preparation and structural fill placement be observed by a representative from our firm to verify that the procedures comply with the intent of our recommendations and the project plans and specifications. Our representative will probe the exposed subgrade and complete a sufficient number of in -place density tests in the fill as it is being placed to evaluate whether the compaction criteria is being achieved. The structural fill should be placed at least 5 inches above desired floor slab subgrade elevation to allow for expected settlements during and following fill placement. FILL SETTLEMENTS The addition areas are underlain by several layers of compressible soils that will cause settlement under the weight of the dock high fill and the expected floor slab loads of up to 250 psf. The magnitude of these settlements will depend on the subsurface conditions within the addition areas, the proximity to the existing dock -high building which has been in place for over 30 years, and whether or not the exiting building area was previously preloaded. We estimate that settlements within the addition areas could range from 2 -1/2 to 3 -1/2 inches due to filling the site to finished floor slab (i.e., dock high) level. The areal floor slab loading of 250 psf in the addition areas would induce additional settlements of I to 1 -1/2 inches without a preload. Based on similar floor slab grade and loading conditions, we estimate that a total of about 3 -1/2 inches of settlement has occurred at the edges and about 5 inches in the interior RECEIVED =VCR TUKWILA GeoEngineers 5 File No. 7699- 00 1QQ-113011 799 JUL 2000 PERMIT CENTER portion of the existing dock -high building during and following its construction. On this basis, we conclude that placement of new fill adjacent to the existing building will not adversely impact the existing building, provided that the crest of the new dock -high fill and preload is initially set back from the edges of the existing building, and that settlements are monitored as described below. The major portion (about two thirds) of these settlements will result from consolidation in the upper compressible soil layers above the intermediate sand unit. The remainder will result from consolidation of the deeper silt unit. The rate at which consolidation of the various compressible units will occur is highly variable. Based on our experience with settlement monitoring at nearby sites, we estimate that the major portion (90 percent) of the consolidation in the upper compressible soils will occur in about 2 to 3 months, while at least 4 to 5 months will be required to achieve 90 percent consolidation in the lower silt unit. Based on the results of our settlement analyses, we recommend that a preload be placed over most of the addition areas to induce most of the settlements that would otherwise occur under the floor slab loads. A preload program will significantly reduce potential differential settlements resulting from variability in areal loading and the thickness and characteristics of the compressible soils. The preload program should be carefully controlled and monitored so that potential adverse impacts to the existing building are minimized. Detailed recommendations for the preload program are provided below. PRELOAD FILL AND SETTLEMENT MONITORING We recommend that preload fill consist of well - graded, free - draining pit run sand and gravel as described above for structural fill so that it can be used as subbase fill for pavement areas. Use of this type of soil will also minimize difficulties in rehandling the preload during wet weather as it is moved from one area to another. Small increments of the addition areas may be preloaded sequentially to reduce the quantity of soil imported. When preloading is complete (as defined below) in one increment, the fill is then "rolled over" to the next increment to be preloaded. A 10 -foot minimum overlap should be used for the rolling preload. After preloading of the final increment is completed, the preload fill can be spread over pavement areas and used as subbase fill. The surface of the preload fill should be two feet above the finished floor grade for the addition areas. The crest of the preload fill should extend to full height at least 5 feet outside of the new building lines, except along the edges of the existing building. At these locations, the crest of the full height preload plus dock -high fill should initially be kept at least 10 feet away from the existing building, with the toe of the fill coinciding with the edge of the existing building. The remaining wedge of fill soil needed to establish finished floor grade should not be placed against the existing building walls until sufficient settlement data are accumulated to evaluate the effects of new fill placement on the existing building. We anticipate that data from the settlement monitoring program will verify that the full - height dock -high fill and preload can also be placed immediately adjacent to the existing building RECEIVED CITY OF TUKWILA G e o E n g i n e e r s 6 File No. 7699.001 -001610275 2000 PERMIT CENTER without causing structural distress. If, however, the settlement monitoring data suggests that fill placement against the building will lead to excessive settlement, our firm will develop appropriate methods to minimize settlement impacts on the existing building and differential settlements between the new and the old portions. Such methods could include placing lightweight fill or buried culverts adjacent to the existing building, making modifications to panel clips in the existing warehouse, or using a structural slab between the existing warehouse and the closest bay of the addition areas. Fill should be sloped downward to surrounding grades at about 1- 1 /2H:1V (horizontal to vertical). Preload fill need be compacted only to the extent necessary to support construction equipment. The preload surface should be crowned slightly to promote drainage of surface water. The preload fill should be left in place until the measured rates and magnitudes of settlement indicate that post construction settlements will be within acceptable limits. In order to evaluate the rate and magnitude of fill settlement, a series of settlement plates should be installed prior to placing any new fill in the addition areas. An example of a recommend settlement plate and a description of the monitoring procedures are presented in Figure 4. Initial elevation readings of the settlement plates and adjacent ground surface should be obtained immediately after they are placed. We recommend that the elevation surveys of the settlement plates be referenced to a stable benchmark established at least 100 feet from the area being filled. Also, we recommend that a series of settlement points be established and surveyed along the south and east walls of the existing building. Elevations of the plates, points and adjacent ground surface should then be determined on a weekly basis during filling so that settlement progress in relation to the height of new fill in place can be charted. The settlement data should be forwarded to our office promptly after each reading for our evaluation. There could be significant differences in settlement behavior across the site due to variations in the thickness of underlying compressible soils. We recommend that settlement plates be placed in two rows and on a grid pattern with a spacing of about 75 feet for each addition area. One row of plates should be located within about 15 feet from the existing building so that we can evaluate potential settlement effects on the existing building. We should review the proposed layout of the settlement plates before they are installed. The presence of the measurement rods that extend above the settlement plates and through the fill will inhibit the mobility of earthmoving equipment to some extent. The earthwork contractor should be cautioned to exercise care to avoid damaging or disturbing the rods. The construction documents should emphasize the importance of protecting the settlement plates and measurement rods from disturbance. FOUNDATION SUPPORT Foundation construction should not be started until after the fill settlements are largely complete. All foundations should be underlain by at least 24 inches of existing or new compacted structural fill. Interior column footings can be supported within the compacted dock -high fill. RECEIVED CITY OF TUKWILA ,� — 5 2000 7 File No, 7699.001.0 130/1027 PERMIT CENTER G e o E n g i n e e r s Perimeter footing subgrades will likely be within the existing fill soils. These footing subgrades should be recompacted to a firm, unyielding condition and to at least 95 percent of the maximum dry density determined in accordance with the ASTM D -1557 test method. A representative from our staff should evaluate exposed footing subgrades. Subgrade soils that are in a loose, soft or wet condition should be removed and replaced with structural fill to the depth determined by our representative. We recommend that interior and exterior foundations be supported at least 12 and 18 inches <' . below-the lowest adjacent fmished grade, respectively. ° Isolated: column footings should have a la minimum':width�of 3 feet Continuous strip :footings should be at. feet wide. Individual 3 column footings and continuous footings constructed as recommended may be designed for an cn 0 § allowable soil bearing pressure of .3,000' psflor interior' footings and 2,500 psf for n w` footings.' These values apply to the total of all ' dead plus long-term loads and may be N u. increased.by =one =third for wind and seismic loads. w 0 We estimate that postconstruction settlements for interior wall and column footings will g M u- cc range from about 1/4 to' inch, provided that the addition area is preloaded as recommended. The m d additions should be designed to tolerate at least inch of differential settlement between adjacent i w columns. Perimeter foundation settlements are also expected to range from 1/4 to 3 /< inch. Z The perimeter of the addition areas should be capable of tolerating 'A inch of differential ; I z o- w w . settlement between adjacent roof - supported columns. Depending on the magnitude of settlement 2 a M o resulting from areal floor loading in the new addition, differential settlements between the , ui existing and new sections could be about V2 inch. We estimate that the foundation settlement will UJ ILI largely be complete within four weeks after application of structural loads. I— t� LL 0, FLOOR SLAB SUPPORT lw Floor slabs may be supported directly on the compacted dock -high structural fill. In our F- opinion, a vapor barrier is not needed beneath the slabs if the structural fill consists of free- Z draining sand and gravel as previously recommended. Postconstruction settlements due to long- term areal loads of about 250 psf should be less than V2 inch if the addition areas are preloaded as recommended. Abrupt differential settlements are not expected for uniformly applied loads. PAVEMENTS Exposed subgrades in new pavement areas should be proofrolled or probed to detect zones of unsuitable soils. Once any unsuitable soils are excavated and repaired, the subgrade should be thoroughly compacted, providing the exposed soils are sufficiently dry to not be disturbed by the compaction effort. We recommend that the pavement section in areas used primarily by automobiles consist of 2 :inches of Class B. asphalt, concrete, 4 inches of crushed rock base course, and 6 inches -of free- draining sand and gravel subbase fill. In truck parking, loading areas and driveways, we recommend increasing the thickness of asphalt concrete to 3 inches. G e o E n g i n e e r s 8 RECEIVD CITY OF TUKWILA JUL - 5 200D File No. 7699 - 001- 00- 1FERNwps.:CNTEk • If pavement subgrade preparation work will take place during wet weather, it might be necessary to increase the thickness of subbase fill. Generally, a 12 -inch thickness is adequate for protection except for heavy traffic areas where 18 inches may be needed. It might also be appropriate to place ATB (asphalt- treated base) as a temporary wearing surface for construction traffic during prolonged wet weather. The ATB should be at least 4 inches thick and used as a direct substitution for the crushed rock. Crushed rock base course should conform to Washington State Department of Transportation Standard Specifications for Road, Bridge and Municipal Construction, Section 9- 03.9(3), Crushed Surfacing Base Course. Subbase fill should generally conform to Section 9- 03.14, Gravel Borrow, except the percent passing the No. 200 sieve should not exceed 5 percent. Both the crushed rock base course and the subbase fill should be compacted to at least 95 percent of ASTM D -1557. It is important to pavement performance that backfill in utility trenches also be properly compacted. DRAINAGE We recommend that the ground surface adjacent to the building additions be sloped so that surface runoff flows away from the structure. Roof drains should be connected via tightlines to the site storm drain system. LIMITATIONS We have prepared this report for use by Fatigue Technologies, Mustang L.L.C., and CNA Companies and other members of the design team for design of a portion of this project. The data and report should be provided to prospective contractors for their bidding or estimating purposes, but our report, conclusions and interpretations should not be construed as a warranty of the subsurface conditions. If there are any changes in the loads, grades, locations, configurations or types of facilities to be constructed, the conclusions and recommendations presented in this report might not be fully applicable. If such changes are made, we should be given the opportunity to review our conclusions and recommendations and to provide written modification or verification of these recommendations. When the design is finalized, we recommend that we be given the opportunity to review those portions of the specifications and drawings that relate to geotechnical considerations to see that our recommendations have been interpreted and implemented as intended. The scope of our services does not include services related to construction safety precautions and our recommendations are not intended to direct the contractor's methods, techniques, sequences or procedures, except as specifically described in our report for consideration in design. There are possible variations in subsurface conditions between the locations of the explorations and also with time. Some contingency for unanticipated conditions should be included in the project budget and schedule. We recommend that our firm be retained to provide RECEIVED CITY OF TUKWILA JUL - 5 2000 9 File No, 7699 -001- 00.11301102799 PERMIT CENTER G e o E n g i n e e r s 9 IJ- w 0' cq. J'- co D v I— W 3 0 ON . 0 H W Z � O ff" z sufficient monitoring, testing and consultation during construction to confirm that the conditions encountered are consistent with those indicated by the explorations, to provide recommendations for design changes should the conditions revealed during the work differ from those anticipated, and to evaluate whether or not earthwork and foundation installation activities comply with the contract plans and specifications. Within the limitations of scope, schedule and budget, our services have been executed in accordance with generally accepted practices in this area at the time the report was prepared. No warranty or other conditions, express or implied, should be understood. The conclusion and recommendations in this report should be applied in their entirety. If there are any questions concerning this report or if we can provide additional services, please call. Respectfully submitted, I EXF:R /OA 3/0/ HRP :D1C ja P: \7699001 \0 0\fin al s \766900100R. d o c G e o E n g i n e e r s 1' ► GeoEngineers, Inc. sr- 10 Herbert R. Pschunder, P.E. Senior Engineer Daniel J. Campbell, P.E. Associate RECEIVED CITY OF TUKWILA JUL-5 2000 File No. 7699- 001 -00- 1130 \102799 PERMIT CENTER 3200 5 161 ST I 111 Ism 01 Z I 01 0 Cs1 0 176TH BY NMI 11 6 FS P° 3100 JAW' SEA TAC AIRPORT --T..31m 0 Sam x•-•;:. 0 Reproduced with permission granted by THOMAS BROS. MAPS. This map is copyrighted by THOMAS BROS. MAPS. It is unlawful to copy or reproduce all or any part thereof, whether for personal use or resale, without permission. cLi 01111Engineers VICINITY MAP RECEIVED Geo ew FIGURE 1 JUL - 5 2000 n T A 2000 SCALE IN FEET 2111KIAII. 0 1 T0i1 I un n 4000 .1. N 1 PERMIT CENTER r01171W rn rn N 0 I I I F- Note: The locations of all features shown are approximate. Reference: "Site Plan, Mustang L.L.C., 401 Andover Park East, Tukwila, Washington," by CNA Architecture dated 9/1/99 OCCUPANC S I N &LE STORY B OGUIPANGY: 2ND FLOOR. 572 OCCUPANCY ON 'ashington," B OCCUPANCY 2ND FLOOR IUHIII B OCCUPANC B - 15T FLOOR EXISTING' WING TO BE DEMOLISHED':. 5-2 OCCUPANCY 15T FLOOR B OCCUPANCY 2ND FLOOR EZEZE i IA' r.� Geo Engineers EXPLANATION: B - - 0 - BORING Al._IA' CROSS SECTION 0 60 120 SCALE IN FEET REGEIVEU SITE PLAN CITYOFTUKWILA FIGURE 2 JUL - 5 2000 PERMIT CENTER Micro Com Systems Washington Ltd. ATTENTION The next image may be a duplicate of the previous image. > 4 Other: www.microcomsys.com 12608 -B INTERURBAN AVENUE SOUTH TUKWILA, WA 98168 TEL (206) 248 -3191 FAX (206) 248 -3313 DDITION 2ND FL 5-2 OCCUPANCY :'15T FLOOR ila, Washington, 5-2 OGGJPANGY 51N6LE STORY • Li B OCCUPANCY IF FLOOR B -2 B OCCUPANCY 2ND FLOOR 1 1 EXISTIN WING TO HE DEMOLISHED 5-2 OCCUPANCY 15T FLOOR B OCCUPANCY 2ND FLOOR IIIIIIIUIIII virairaii IA' Geo Engineers EXPLANATION: B - - BORING AU A' CROSS SECTION 0 SITE PLAN FIGURE 2 60 120 SCALE IN FEET Revtivty CITY OF TUKWILA JUL r U. 0 A CO 0 WEST 20 - 40 a) 60 I a w 80 - 100 120 - 56 - 55 - 13- ? — ? -- Soft silt with variable fine sand content (ML /MH)(alluvium) • Notes: 1. The subsurface conditions shown are based on interpolation between widely spaced explorations and should be considered approximate; actual subsurface conditions may vary from those shown. 2. Refer to Figure 2 for location of Section A —A'. — ? — ?— Existing Ground Surface Medium dense to very dense /hard silty fine to coarse sand and sandy silt with gravel (SM /ML)(fill) Soft to medium stiff silt with variable fine sand content ( ML)(alluvium) —7 Loose to medium dense, sand with silt to silty fine to medium sand (SP- SM /SM)(alluvium) Loose to medium dense fine to medium sand (SP)(alluvium) EXPLANATION: Boring Blow Count Ground water level observed during drilling Inferred Geologic Contact Ver va ri Med woo silt, and elastic silt with d content (ML/MH)(alluvium) Ity fine sand with shell and (SM)(tidal deposits) 48 52- 5. 5 2 3. 4 5- 6 7 20 9 11 3 2 2 2 2 . 5 5 5 14 16 —? 6 SCALE: 1 = 20' A' EAST 0 20 40 60 80 100 ' 120 e'SOVVII* CROSS SECTION A-A' CITY OF TU KW! hA FIGURE 3 JUL 5 /de 00'11001 Existin Ground Surface Medium dense to very dense/hard silty fine to coarse sand and sandy silt with gravel (SM/ML)(fill) EXPLANATION: Soft to medium stiff silt with variable fine sand content (ML)(alluvium) Loose to medium dense, sand with silt to silty fine to medium sand (SP—SM/SM)(alluvium) Loose to medium dense fine to medium sand (SP)(alluvium) Boring. Blow Count Ground water level observed during drilling • • , • - .7 - Very soft to stiff variable fine san Medium dense s wood fragments I S :tween ate; ---?— Inferred Geologic Contact GeoEngineers Existing Ground Surface Measurement Rod, 1/2 -inch- diameter Pipe or Rebar Sand Pad, if Necessary - �Engineers Geo J1 = ;ht yy k��4��. llh�uu. ��pp``�vld' �: 1{ �, ��.{ �ry�, �,' �.} �� [Gc�,y",�'�G'.N�y'' i�7ii k i,Tl l iLi✓ ti Y5':.'L.S A`ti,a `a. (Not to Scale) Casing, 2- inch - diameter Pipe (set on plate, not fastened) Coupling Welded to Plate Settlement Plate, 16" x 16" x 1/4" NOTES: 1. Install settlement plates on firm ground or on sand pads if needed for stability. Take initial reading on top of rod and at adjacent ground level prior to placement of any fill. 2. For ease in handling, rod and casing are usually installed in 5 -foot sections. As fill progresses, couplings are used to install additional lengths. Continuity is maintained by reading the top of the measurement rod, then immediately adding the new section and reading the top of the added rod. Both readings are recorded. 3. Record the elevation of the top of the measurement rod at the recommended time intervals. Record the elevation of the adjacent fill surface every time a measurement is taken. 4. Record the elevation of the top of the measurement rod to the nearest 0.01 foot, or 0.005 foot, if possible. Record the fill elevation to the nearest 0.1 foot. 5. The elevations should be referenced to a temporary benchmark located on stable ground at least 100 feet from the area being filled. RECEIVED CITY OF TUKWILA JUL - 52000 FIGURE 4 rEnto rd!NTCR SETTLEMENT PLATE DETAIL cow' 9 u. ww OE w a and w, Z L• O N. 1- w Wt A 11J cot Z O f Fri DCIENGINEERS D 'AMATO CONVERSANO INC. Fatigue Technology Inc. 401 Andover Park East Tukwila, WA Structural Calculations Permit Submittal Prepared for: C N A Architects {EXPIRES 1 O/21 o r July 7, 2000 DCI Engineers Project # 99224 Tj 2Ooo - 22(0 1. Mark D'Amato, P.E. Guy A. Conve►sano, P.E. Elizabeth A. Jensen, P.E. Roger L. 1-leeri nga, P.E. Mark D. Aden, P.E. Harry /ones 11, P.E. RECEIVED JUL 2+2000 REID MIDDLETO pt. OWE JUL 1 7 2000 REID MIDDLETON 2821 NOITfI IUP WAY • SUITE 200 • RELLEVUE, WA 98004 • PI IONE: (425) 827 -2238 • FAX: (425) 827 -8986 RECEIVED CITY OF TU JUL 1 1 z000 PERMIT CENTER Mel Job gC2.Z4 DESIGN OVERVIEW page M1 Building A - Mezzanine Mezzanine for this project is approximately 25' by 142' within the confines of building A created by the addition of a new 4 hr CMU area separation wall that run North/south thru the existing tilt - up building. The mezzanine is a nearly complete building frame system. Steel beams, columns and composite concrete (3.5 ") on 2" deep, 20 ga metal deck (W2 Formlok) compise the gravity framing system. Lateral support will be provided by a CMU walls. The mezzanine will be vertically independent of the area separation wall. However, the 4 hr wall will be provide primary north/south lateral support for the mezzanine. Transverse CMU walls will provide lateral support in the east/west direction. The mezzanine is torsionally irregular. The length and stiffness of the 4 hr CMU wall is much greater than the CMU provided on the west side of the mezzanine. The 8" CMU walls on the west side are added to minimize lateral deflections. It is assumed that the 4 hr wall carries 100% of the north/south lateral and that the other west walls carry 20% of the lateral load (both conservative assumptions.) The new mezzanine, area separation wall and existing building columns are supported on shallow spread footings. LIVE LOADS : Office and Storage: C -u I` CI - INOLCG LATERAL LOADS: Seismic: Zone3, Z = 0.30, Ca = 0.36 (Table No. 16 -0), Soil SE, Importance Factor = 1.0 WIND LOADS : NA SOIL BEARING : Allowable Soil Bearing Capacity: CONCRETE REQUIREMENTS : Strength Test Age Location (psi) (days) Foundations 3000 28 CMU: Allowable Stress Design: f'm =1500, provide special inspection. 125 PSF 3000 PSF MI I = _ 1 _ «? 7 o" 3c, 7-0" 28 =o" ' I Z /.o p 27_ s is 2�► �, /! (IJ ( J ! I L 3 Q -o , 9dp 7 - 28-0' Z o • Ze7-o .t M1 I%x; ;g) NOTICE IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT, i r r r t '1 P 7 r Subject DCFENG1NEERS II D 'AMATO CONVERSANO INC. Project rFAT(G U e /'. 7 o 'rJ • L1.,A -r) i P►uject No. q�- -'t Sheet No. M Z Date 6 - rc.- 00 By I'V1 t/1q AkN I N6 GONG ON NAT' 7 s eaAA s. L.../ Z 4= a. DUC. 3 P d . Ifr."CA. L (vG /Z /qo �SE : b 0)44) /2 5 l Vet -c.o i 2' Fr.A.AA Lou— N o r..A'J . wT 7 S /4 bc /co. KAM! Steel Vb . l r•ioor map DataBase: mmez Building Code: UBC2 Floor Type: mezz Surface Loads Label 111111111111111111111111 Storage 07/05/00 11:44:39 rage z M� DL CDL LL Reduction Mass DL psf psf psf Type psf 65.0 60.0 125.0 Storage 0.0 1c A no i T 7 1 71 A CO A A 72 A 0 A CO A Cl 7 j A .� A CO 74 - m 70 o0 W 0 75 j 01 v co A 76 a) 0 n 01 CO to m 77 C) so V1 O) 0 ^ s 0 Gi 47 GS- 3 . G5 LA L_I ILL1 :71 G 6cl /o ;NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. y ., • G ll 17 1 ta O H- rr O N W n a oW a F" W Cl ( ID .. ~ CI •• O < a (D N I- N N C; b CI I- N 0 0 n 0 A , 14k W14x22 14k 16k W14x22 161.i 16k W14x22 16I C 1 0 16k W14x22 160 --- 16k ' W14x22 160 16k W14x22 161A C 1 16k W14x22 16k 4_ 16k W14x22 161.O2' 3 342irr—ii144162-141 W3314 R 13k C W14x22 101( 1 E 16k W14x22 16k C 16k W14x22 161 – 3 16k W14x22 16k 16k W14x22 16k E cl 16k W14x22 16I E 16k W14x22 16k L C 16k W14x22 161.-v 01 1 6 1 16k W14x22 161q2 3 A p 9k W14x22 9k IT KAM steel V b .1 rloor 17 DataBase : mmez Building Code : UBC2 Floor Type : mezz It a Wavin aft 07/05/00 11:44:39 -- / 6, KAM ceei Vb.1 Loaa uiagram DataBase: mmez 07/05/00 11:44:39 Building Code: UBC2 Floor Type = mezz Beam No = 42 Span information (ft): I -End (0.00,7.00), J -End (24.33,7.00) Wi Load W1 W2 T'2-u3 b'- - 7 y sAN) cp, ( c- = g ruP n G c (3 Dist DL LL+ LL- Max Tot ft k /ft / k /ft ' k /ft k /ft 0.00 0.455 L 0.875 0.000 1.330 24.33 0.455 0.875 0.000 1.330 1(0.1 W 2 ( ■7 W2 Waal KHlYl Steel Vb . 1 Loaa uiAgram DataBase: mmez 07/05/00 11:44:39 ' Building Code: UBC2 Floor Type = mezz Beam No = 35 Span information (ft): I -End (0.00,0.00), J -End (0.00,28.00) P1 P2 P3 W W2 Load Dist ft P1 7.00 P2 14.00 P3 21.00 ft W1 0.00 W2 28.00 DL LL+ LL- Max Tot kips kips kips kips 5.535 10.644 0.000 16.179 5.535 10.644- 0.000 16.179 , 5.535 -' 10.644 0.000 16.179 k /ft k /ft k /ft k /ft 0.032 0.063 0.000 0.095 0.032 0.063 0.000 0.095 Mss 2 Di W W `O Nt G H' W W; ;W(, 0 , . , KAM 6teel Vb.1 Loaa rilagram , --, I DataBase: mmez 07/05/00 11:44:39 ---' Building Code: UBC2 Floor Type = mezz Beam No = 36 110 Span information (ft): I-End (0.00,28.00), J-End (0.00,49.00) r P1 P2 Dist 7 1 ft L. 7.00 14.00 7 1 ft LJ W1 0.00 W2 21.00 ' ) —J J Wi Load P1 P2 DL LL+ LL- Max Tot kips kips kips kips 5.535 ,.. 10.644- 0.000 16.179 5.535 --- 10.644- 0.000 16.179 k/ft k/ft k/ft k/ft 0.032 0.063 0.000 0.095 0.032 0.063 0.000 0.095 2 - tO9 w 2 T 1 u 0 4,!2! 0 1- Load Dist ft P1 1.00 P2 8.00 P3 15.00 P4 20.50 ft Wi 0.00 W2 26.00 KAM 5teei Vb . 1 Loaa ula7c ram DataBase: mmez 07/05/00 11:44:39 r ` Building Code: UBC2 Floor Type = mezz Beam No = 4 Span information (ft): I -End (0.00,55.00), J -End (0.00,81.00) P1 P2 P3 DL LL+ LL- Max Tot kips kips kips kips 5.535:/ 10.644 0.000 16.179 5.535 ✓ 10.644 0.000 16.179 4.471 8.597 • 0.000 13.068 1.072 2.062 0.000 3.135 k /ft k /ft k /ft k /ft 0.032 0.063 0.000 0.095 0.032 0.063 0.000 0.095 italml SLeel Vb . 1 Loaa JJi .gram DataBase: mmez Building Code: UBC2 Floor Type = mezz Beam No = 5 Span information (ft): I -End (0.00,81.00), J -End (0.00,109.00) 07/05/00 11:44:39 P1 P2 P3 Load Dist DL LL+ LL- Max Tot ft kips kips kips kips P1 7.00 5.535 10.644' 0.000 16.179 P2 14.00 5.535 10.644 0.000 16.179 P3 21.00 5.535 10.644 0.000 16.179 ft k /ft k /ft k /ft k /ft W1 _ 0.00 0.032 0.063 0.000 0.095 W2 28.00 0.032 0.063 0.000 0.095 Ml� tttuml uceel Vb . 1 Loaa ul,agram ,Th DataBase: mmez 07/05/00 11:44:39 Building Code: UBC2 Floor Type = mezz Beam No = 6 Span information (ft): I -End (0.00,109.00), J -End (0.00,136.00) Wi P1 P2 P3 Load Dist ft P1 7.00 P2 14.00 P3 21.00 ft Wl 0.00 W2 27.00 DL LL+ LL- Max Tot kips kips kips kips 5.535 4'10.644 ✓ 0.000 16.179 5.535 10.644 0.000 16.179 5.535 10.644 0.000 16.179 k /ft k /ft k /ft k /ft 0.032 0.063 0.000 0.095 0.032 0.063 0.000 0.095 PIM t P1 P2 Kam 5ceei Vb.1 Loaa Llagram DataBase: mmez 07/05/00 11:44:39 Building Code: UBC2 Floor Type = mezz Beam No = 71 ■ Span information (ft): I -End (24.33,0.00), J -End (24.33,17.08) W1 Load P1 P2 W1 W2 Dist ft 7.00 14.00 ft 0.00 17.08 DL LL+ LL Max Tot kips kips s, kips kips 5.535 - - 10.644 0.000 16.179 5.535 10.644 0.000 16.179 k /ft k /ft k /ft k /ft 0.032 0.063 0.000 0.095 0.032 0.063 0.000 0.095 6 6 W2 xim Steel Vb.1 Loaa ulagram DataBase: mmez 07/05/00 11:44:39 Building Code: UBC2 Floor Type = mezz Beam No = 72 Span information (ft): I -End (24.33,17.08), J -End (24.33,37.08) Load Dist ft P1 3.92 P2 10.92 P3 17.92 ft Wl 0.00 W2 20.00 P1 DL LL+ LL- Max Tot kips kips kips kips 5.535 -- 10.644 ' 0.000 16.179 5.535 10.644 0.000 16.179 5.535 10.644 0.000 16.179 k /ft k /ft k /ft k /ft 0.032 0.063 0.000 0.095 0.032 0.063 0.000 0.095 P2 P3 W2 '-` .-. J mai Mid ueum uceel vb.I Lomo viagram DataBase: mmeo ' ` 07/05/00 11:44:39 Building Code: UBC2 Floor Type = mezz Beam No = 73 Span information (ft): I-End (24.33,37.08), J-End (24'33,59.08) W1 P1 M ; Load Dist ft P1 4.92 P2 11.92 P3 18.92 ft w1 0.00 W2 ' 22.00 DL LL+ LL- Max Tot kips kips kips kips ~' � 5.535 10.644 0.000 I6.179 5.535 10.644 0.000 I6.I79 5.535 10.644 0.000 I6.179 k/ft k/ft k/ft k/ft 0.032 0.063 0.000 0.095 0.032 0.063 0.000 0.095 • r, kwal tttim keel Vb ..1 Loaa ulayram DataBase: mmez 07/05/00 11:44:39 Building Code: UBC2 Floor Type = mezz Beam No = 74 Span information (ft): I -End (24.33,59.08), J -End (24.33,77.08) W1 P1 Load Dist DL LL+ LL- Max Tot ft kips kips kips kips P1 3.92 5.535 ' 10.644' 0.000 16.179 P2 10.92 3.447 6.629 0.000 10.077 ft k /ft k /ft k /ft k /ft W1 0.00 0.032 0.063 0.000 0.095 W2 10.92 0.032 0.063 0.000 0.095 0.065 0.125 0.000 0.190 W3 18.00 0.065 0.125 0.000 0.190 P2 W2 W3 W1 W2 j KAM ceel Vb.I Loa° ulagram r• DataBase: mmez 07/05/00 11:44:39 Building Code: UBC2 Floor Type = mezz Beam No = 75 Span information (ft): I-End (24.33,77.08), J-End (24.33,101.08) P1 - P2 Load Dist DL LL+ LL Max Tot ft kips kips kips kips P2 10.92 5.535 .e.' 10.644- 0.000 16.179 P3 17.92 5.535 ,-* 10.644 ../ 0.000 16.179 ft k/ft k/ft k/ft k/ft wl 0.00 0.065 0.125. 0.000 0.1901 W2 3.92 0.065 0.125 0.000 0.190, 0.032 0.063 0.000 0.095 W3 24.00 0.032 0.063 0.000 0.095 P3 GVO (M( W3 "WOE oAD Go 10 C44v. f1/4 Ott e Katml 6ceei Vb.! Loaa uiagram DataBase: mmez ~, 07/05/00 11:44:39 Building Code: UBC2 Floor Type = mezz Beam No = 76 Span information (ft): I -End (24.33,101.08), J -End (24.33,121.08) W1 P1 P2 P3 Load Dist DL LL+ LL- Max Tot ft kips kips kips kips P1 0.92 5.535 110.644 / 0.000 16.179 P2 7.92 5.535 10.644 0.000 16.179 P3 14.92 5.535 10.644 0.000 16.179 ft k /ft k /ft k /ft k /ft Wi 0.00 0.032 0.063 0.000 0.095 W2 20.00 0.032 0.063 0.000 0.095 G 1 PA & W2 Load P1 P2 H P3 'p4 W1 W2 ..J IMO Kam 6teel. Vb.I Loaa ulagram DataBase: mmez 07/05/00 11:44:39 Building Code: UBC2 Floor Type = mezz Beam No = 77 Span information (ft): I-End (24.33,121.08), J-End (24.33,146.08) P1 P2 P3 W1 W2 P4 Dist DL LL+ ft kips kips 1.92 5.535 10.644 8.92 5.535 10.644 15.92 4.744 9.123 20.92 2.372 4.562 ft k/ft k/ft 0.00 0.032 0.063 20.92 0.032 0.063 LL- Max Tot kips kips 0.000 16.179 0.000 16.179 0.000 13.868 0.000 6.934 k/ft k/ft 0.000 0.095 0.000 0.095 M halm 5ceel Vb . l . ravicy beam uesign DCI Engineers, Inc DataBase: mmez Building Code: UBC2 Floor Type: mezz COMPOSITE PROPERTIES (Not Shored): Concrete thickness (in) Unit weight concrete (pcf) f'c (ksi) Decking Orientation Decking type beff (in) = 72.99 Seff (in3) = 41.79 Leff (in4) = 530.09 LINE LOADS: (k /f t) Load Dist DL CDL 1 0.00 0.455V 0.420 24.33 0.455 0.420 SHEAR: Max V (DL +LL) = 16.18 kips MOMENTS: Span Cond Moment t3 kip -ft ft Center PreCmp 41.4 12.2 InitDL 31.1 12.2 Max + 98.4 12.2 Mmax /Seff Mconst /Sx +Mpost /Seff Controlling 98.4 12.2 fc (ksi) = 0.40 REACTIONS (kips): Initial reaction DL reaction Max + LL reaction Max + total reaction Fc = 1.35 Lb ft DEFLECTIONS: Initial load (in) at 12.16 ft = Live load (in) at 12.16 ft = Post Comp load (in) at 12.16 ft = Net Total load (in) at 12.16 ft = 07/05/00 11:44:39 Steel Code: ASD 9th Ed. Beam Number = 42 LL Red% Type 0.875 ;� < -- Stor 0.875 Left 6.81 5.53 10.64 16.18 - 0.574, - 0.449 - 0.467 -1.040 ( W(C/M Jo(Sl Cb Tension Flange fb Fb 17.15 33.00 28.26 33.00 32.19 45.00 - -- c 33'.00' Right 6.81✓ 5.53 L 10.64 L/ 16.18 SPAN INFORMATION (ft): I -End (0.00,7.00), J -End (24.33,7.00) Beam Size (User Selected) = `W14X22) Fy = 50.0 ksi Total Beam Length (ft) = 24.33 Left Right 3.50 3.50 145.00 145.00 3.00 3.00 perpendicular perpendicular BHP 2W BHP 2W Y bar(in) = 15.48 Str (in3) = 53.02 Itr (in4) = 820.82 Stud length (in) = 4.00 Stud diameter (in) = 0.75 Stud Capacity (kips) q = 11.5 # of studs: Max = 24 Partial = 8 Actual = 8 Number of Stud Rows = 1, Percent of Full Composite Action = 28.35 CLL 0.140 . 0.140 fv = 5.38 ksi Fv = 18.90 ksi L/D = 509 L/D = 651 L/D = 626 L/D = 281 Compr Flange fb Fb 17.15 33.00 M2o Immo KaIml Steel vb.1 uravity beam Design DCI Engineers, Inc DataBase: mmez Building Code: UBC2 Floor Type: mezz SPAN INFORMATION (ft): I- End -0.00,0.00), J -End (0.00,28.00) Beam Size (Optimum) (W18X35 Total Beam Length (ft) = 28.00 COMPOSITE PROPERTIES (Not Shored): Concrete thickness (in) Unit weight concrete (pcf) f'c (ksi) Decking Orientation Decking type beff (in) = 48.00 Seff (in3) = 86.12 Ieff (in4) = 1393.69 Itr (in4) = 1589.68 Stud length (in) = 4.00 Stud diameter (in) = 0.75 Stud Capacity (kips). q = 11.5 # of studs: Full = 45 Partial = 30 Actual = 30 Number of Stud Rows = 1, Percent of Full Composite Action = 66.99 POINT LOADS (kips): Dist DL CDL 7.00 5.53 5.11 14.00 5.53 5.11 21.00 5.53 5.11 LINE LOADS: (k /ft) Load Dist DL 1 0.00 0.032 28.00 0.032 CDL 0.030 0.030 SHEAR: Max V (DL +LL) = 25.60 kips MOMENTS: Span Cond Moment @ Lb kip -ft ft ft Center PreCmp 99.3 14.0 InitDL 74.5 14.0 Max + 235.8 14.0 Mmax /Seff Mconst /Sx +Mpost /Seff Controlling 235.8 14.0 fc (ksi) = 0.80 Fc = 1.35 REACTIONS (kips): Initial reaction DL reaction Max + LL reaction Max + total reaction DEFLECTIONS: Initial load (in) at Live load (in) at Post Comp load (in) at Net Total load (in) at 07/05/00 11:44:39 Steel Code: ASD 9th Ed. Beam Number = 35 Str (in3) RedLL Red% NonRLL 0.00 0.0 0.00 0.00 0.0 0.00 0.00 0.0 0.00 14.00 ft = 14.00 ft = 14.00 ft = 14.00 ft = Left 3.50 145.00 3.00 parallel BHP 2W Y bar(in) = 17.19 LL 0.063 0.063 fv = 5.06 ksi Left 10.78 8.76 16.84 25.60 32.86 33.00 37.99 45.00 - -- 32.86 4, 33.00,' - 0.676 - 0.516 - 0.536 - 1.213 Fy = 50.0 ksi 92.45 StorLL Red% 10.64 0.0 10.64 0.0 10.64 0.0 Red% Type - -- Stor Right 10.78 8.76 16.84 25.60 Fv = 19.13 ksi Cb Tension Flange fb Fb 20.69 33.00 L/D = 497 L/D = 652 L/D = 627 L/D = 277 ✓ 1021 Right 3.50 145.00 3.00 parallel BHP 2W RoofLL Red% 0.00 Snow 0.00 Snow 0.00 Snow CLL 0.010 0.010 CLL 1.70 1.70 1.70 Compr Flange fb Fb 20.69 33.00 ±ALV1 Steel vb . 1 uravity beam uesign DCI Engineers, Inc DataBase: mmez Building Code: UBC2 Floor Type: mezz L_4► SPAN INFORMATION (ft): I -End (0.00,81.00), J -End (0.00,109.00) Beam Size (Optimum) = W18X35 Fy = 50.0 ksi Total Beam Length (ft) = :.00 COMPOSITE PROPERTIES (Not Shored): Concrete thickness (in) Unit weight concrete (pcf) f'c (ksi) Decking Orientation Decking type beff (in) = 48.00 Seff (in3) = 86.12 Ieff (in4) = 1393.69 Itr (in4) = 1589.68 Stud length (in) = 4.00 Stud diameter (in) = 0.75 Stud Capacity (kips) q = 11.5 # of studs: Full = 45 Partial = 30 Actual = 30 Number of. Stud Rows = 1, Percent of Full Composite Action = 66.99 POINT LOADS (kips): Dist DL CDL 7.00 5.53 5.11 14.00 5.53 5.11 21.00 5.53 5.11 LINE LOADS: (k /ft) Load Dist DL 1 0.00 0.032 28.00 0.032 REACTIONS (kips): Initial reaction DL reaction Max + LL reaction Max + total reaction DEFLECTIONS: Initial load (in) at Live load (in) at Post Comp load (in) at Net Total load (in) at Beam Number = 5 RedLL Red% NonRLL 0.00 0.0 0.00 0.00 0.0 0.00 0.00 0.0 0.00 MOMENTS: Span Cond Moment kip -ft ft Center PreCmp 99.3 14.0 InitDL 74.5 14.0 Max + 235.8 14.0 Mmax /Seff Mconst /Sx +Mpost /Seff Controlling 235.8 14.0 07/05/00 11:44:39 Steel Code: ASD 9th Ed. fc (ksi) = 0.80 Fc = 1.35 CDL 0.030 0.030 SHEAR: Max V (DL +LL) = 25.60 kips Left Right 3.50 3.50 145.00 145.00 3.00 3.00 parallel parallel BHP 2W BHP 2W Y bar(in) = 17.19 Str (in3) = 92.45 Lb ft LL 0.063 0.063 fv = 5.06 ksi Left 10.78 8.76 16.84 25.60 14.00 ft = -0.676 14.00 ft = -0.516 14.00 ft = -0.536 14.00 ft = -1.213 StorLL Red% 10.64 0.0 10.64 0.0 10.64 0.0 Red% Type - -- Stor RoofLL Reds 0.00 Snow 0.00 Snow 0.00 Snow CLL 0.010 0.010 Fv = 19.13 ksi Cb Tension Flange fb Fb 20.69 33.00 32.86 33.00 37.99 45.00 32.86 t 33.00 Right 10.78 8.76 16.84 25.60 L/D = 497 L/D = 652 L/D = 627 L/D = 277 M t2 U noeY4 CLL 1.70 1.70 1.70 Compr Flange fb Fb 20.69 33.00 xam 5Lee1 Vb.1 uravicy beam Design DCI Engineers, Inc DataBase: mmez Building Code: UBC2 Floor Type: mezz SPAN INFORMATION (ft): I -Ena J24.33,77.08), Beam Size (Optimum) Total Beam Length (ft) = 24.00 COMPOSITE PROPERTIES (Not Shored): Concrete thickness (in) Unit weight concrete (pcf) f'c (ksi) Decking Orientation Decking type beff (in) = 12.00 Seff (in3) = 84.59 Ieff (in4) = 1008.00 Stud length (in) = 4.00 Stud diameter Stud Capacity (kips) q = 11.5 # of studs: Full = 14 Partial = 6 Actual = 6 Number of Stud Rows = 1, Percent of Full Composite POINT LOADS (kips): Dist DL CDL RedLL Red% 3.92 3.45 3.18 0.00 0.0 10.92 5.53 5.11 0.00 0.0 17.92 5.53 5.11 0.00 0.0 LINE LOADS: (k /ft) Load Dist 1 0.00 3.92 2 3.92 24.00 DL CDL LL 0.065 0.060 0.125 0.065 0.060 0.125 0.032 0.030 0.063 0.032 0.030 0.063 SHEAR: Max V (DL +LL) = 22.83 kips MOMENTS: Span Cond Moment kip -ft Center PreCmp 71.5 InitDL 53.6 Max + 169.7 Mmax /Seff Mconst /Sx +Mpost /Seff Controlling 169.7 10.9 REACTIONS (kips): Initial reaction DL reaction Max + LL reaction Max + total reaction ft 10.9 10.9 10.9 fc (ksi) = 1.32 Fc = 1.35 07/05/00 11:44:39 Steel Code: ASD 9th Ed. Beam Number = 75 Lb ft DEFLECTIONS: Initial load (in) at 12.00 ft = Live load (in) at 12.00 ft = Left 9.61 7.81 15.02 22.83 Left 3.50 145.00 3.00 parallel BHP 2W Y bar(in) = 12.97 Str (in3) = 92.38 Itr (in4) = 1198.52 (in) = 0.75 NonRLL StorLL Red% 0.00 6.63 0.0 0.00 10.64 0.0 0.00 10.64 0.0 -0.297 -0.375 L 14 J -End (24.33,101.08) Fy = 50.0 ksi Red% Type - -- Stor - -- Stor fv = 4.05 ksi Fv = Cb Tension Flange fb Fb 12.54 33.00 24.08 33.00 25.88 45.00 24.08 33.00 Right 9.37 7.61 14.64 22.25 L/D = L/D = Action = 45.59 RoofLL Red% 0.00 Snow 0.00 Snow 0.00 Snow CLL 0.020 0.020 0.010 0.010 20.00 ksi Right 3.50 145.00 3.00 parallel BHP 2W Compr Flange fb Fb 12.54 33.00 971 767 O M23 CLL 1.06 1.70 1.70 RAM steel vb.1 uravity DCI Engineers, Inc DataBase: mmez Building Code: UBC2 Post Comp load (in) Net Total load (in) tseam resign team i51 07/05/00 11:44:39 Steel Code: ASD 9th Ed. at 12.00 ft = -0.390 at 12.00 ft = -0.687 L/D = L/D = rage z 738 419 c sO Kam 5ceel Vb.1 uravicy beam uesign DCI Engineers, Inc DataBase: mmez Building Code: UBC2 Floor Type: mezz SPAN INFORMATION (ft): I -End (24.33,121.08), J -End (24.33,146.08) Beam Size (Optimum) = W21X44 Fy = 50.0 ksi Total Beam Length (ft)00 POINT LOADS (kips): Dist DL RedLL Red% 1.92 5.53 0.00 0.0 8.92 5.53 0.00 0.0 15.92 4.74 0.00 0.0 20.92 2.37 0.00 0.0 LINE LOADS: (k /ft) Load Dist DL 1 0.00 0.032 20.92 0.032 SHEAR: Max V (DL +LL) = 32.67 kips MOMENTS: Span Cond Moment kip -ft ft Center Max + 174.3 8.9 Controlling 174.3 8.9 REACTIONS (kips): DL reaction Max + LL reaction Max + total reaction 07/05/00 11 :44:39 Steel Code: ASD 9th Ed. Beam Number = 77 NonRLL 0.00 0.00 0.00 0.00 StorLL Red% 10.64 0.0 10.64 0.0 9.12 0.0 4.56 0.0 LL Red% Type 0.063 - -- Stor 0.063 fv = 4.72 ksi Left 11.18 21.50 32.67 DEFLECTIONS: Dead load (in) at 12.37 ft = -0.277 Live load (in) at 12.37 ft = -0.533 Net Total load (in) at 12.37 ft = -0.810 RoofLL Red% 0.00 Snow 0.00 Snow 0.00 Snow 0.00 Snow Right 7.69 14.78 22.47 (Al Fv = 19.03 ksi Lb Cb Tension Flange ft fb Fb 7.0 1.00 25.63 4- 30.00 7.0 1.00 L/D = L/D = L/D = Compr Flange fb Fb 25.63.i-28.67 25.63s28.67 1083 563 370 .1 MZ� xtuvi 5ceei Vb . 1 rioor map DataBase: mmez fl Building Code: UBC2 Floor Type: mezz 11 Vel r ♦IAT.sop /vQ g" GM_I wAL ta) `k( W14x22 (8) l W14x22 (8) 3 1 W14x22 (8) l ❑ bo 0 — _Itaawswip -J - . veer +i-Af ❑ l W10x1 : W14x22 (10) 1 u tX W14x22 (8) 3 l l.-, 0 .Tsw W14x22 (8) � wA1t 1 gia1''T : r - k W14x22 (8) i 1 I\.., 5 W14x22 (8) ❑ (' 4 0-) W14x22 (B) i 1 I ;-44 r 3 W14x22 (8) W14x22 (8) W14x22 (8) 11 W14x22 (8) t'^ 0 W14x22 (8) W14x22 (8) W14x22 (8) W14x22 (8) n __ , _ _ k duos W14x22 (8) 0 1 1 I ❑� II it 07/05/00 11:44:39 Lc - ► ZS PSG . M 210 3(�L c f%) cN 21 MT` DCC1L CoMpoS11b Cor4ST. ttl- M JCeel Vb . J. 1,'1oor DataBase: mmez Building Code: UBC2 Floor Type: mezz G q 0 o N 0 N 4o 5v' 07/05/00 11:44:39 L Ro0F COL. Lo ner �Sn�4 t L 2-S f 5NOW .rsE x Yo sn rte. M17 o N2IDU C.L� 91DRA(oc -4- SNDvJ W14x22 W14x22 W14x22 W14x22 W14x22 W14x22 3 W14x22 0 v W14x22 m 3 a. • _ ,0102 - - -3 W1oxR C W14x22 3 W14x22 W14x22 1 -- VAIlisee 41 3 W14x22 W14x22 W14x22 3 W14x22 b W14x22 W14x22 1 0 D E a W14x22 ttl- M JCeel Vb . J. 1,'1oor DataBase: mmez Building Code: UBC2 Floor Type: mezz G q 0 o N 0 N 4o 5v' 07/05/00 11:44:39 L Ro0F COL. Lo ner �Sn�4 t L 2-S f 5NOW .rsE x Yo sn rte. M17 o N2IDU C.L� 91DRA(oc -4- SNDvJ Kaml manager Vb.1 - urav).ty Loads on Columns DCI Engineers, Inc DataBase: mmez 07/05/00 11:44:39 Building Code: UBC2 Units: kips Column 1 at Line F.6 - 14 at Level mezzanine Dead + Live Loads + Min Total Max Total Load Pos % Red Neg % Red Reducible 0.00 0.00 0.00 0.00 Storage 22.92 2.67 0.00 0.00 UnRed. 0.00 -- 0.00 -- Roof 0.00 0.00 0.00 0.00 11.92 Column 2 at Line F.6 - 12.2 at Level mezzanine Dead + Live Loads + Min Total Max Total Load Pos % Red Neg % Red Reducible 0.00 0.00 0.00 0.00 Storage 38.79 12.82 0.00 0.00 UnRed. 0.00 -- 0.00 -- Roof 0.00 0.00 0.00 0.00 20.17 Column 15 at Line F.6 - 10.8 at Level mezzanine Dead + Live Loads + Min Total Max Total Load Pos % Red Neg % Red Reducible 0.00 0.00 0.00 0.00 Storage 22.13 2.16 0.00 0.00 UnRed. 0.00 -- 0.00 -- Roof 0.00 0.00 0.00 0.00 11.51 Column 14 at Line F.6 - 10.3 at Level mezzanine Dead + Live Loads + Min Total Max Total Load Pos % Red Neg % Red Reducible 0.00 0.00 0.00 0.00 Storage 22.68 2.51 0.00 0.00 UnRed. 0.00 -- 0.00 -- Roof 0.00 0.00 0.00 0.00 11.79 Dead + Load 22.31 0.00 33.81 0.00 21.65 0.00 22.11 0.00 Column 12 at Line F.6 - 8.5 at Level mezzanine Live Loads Pos % Red Reducible 0.00 0.00 Storage 36.52 11.37 Neg % Red 0.00 0.00.. 0.00 0.00 M 2b 11.92 34.23 20.17 53.98 11.51 33.16 11.79 33.90 + Min Total Max Total Ram manager Vb.J. - uravity Loaas on columns DCI Engineers, Inc DataBase: mmez 07/05/00 11:44:39 Building Code: UBC2 18.99 UnRed. 0.00 Roof 0.00 0.00 32.37 Column 11 at Line F.6 - 7 at Level mezzanine Dead + Live Loads + Min Total Max Total Load Pos % Red Neg % Red Reducible 0.00 0.00 0.00 0.00 Storage 43.70 15.97 0.00 0.00 UnRed. 0.00 -- 0.00 -- Roof 0.00 0.00 0.00 0.00 22.73 36.72 0.00 Column 10 at Line F.6 - 5.3 at Level mezzanine Dead + Live Loads + Min Total Max Total Load Pos % Red Neg % Red Reducible 0.00 0.00 0.00 0.00 Storage 25.19 4.12 0.00 0.00 UnRed. 0.00 -- 0.00 -- Roof 0.00 0.00 0.00 0.00 13.10 24.15 0.00 Column '9 at Line F.6 - 5 at Level mezzanine Dead + Live Loads + Min Total Max Total Load Pos % Red Neg % Red Reducible 0.00 0.00 0.00 0.00 Storage 6.27 0.00 0.00 0.00 UnRed. 0.00 -- 0.00 -- Roof 0.00 0.00 0.00 0.00 3.26 7.71 Dead + 0.00 0 .00 6.27 0.00 Column 4 at Line F.1 - 14 at Level mezzanine 14.82 Column 20 at Line F.1 - RC1 at Level mezzanine Live Loads 0.00 0.00 0.00 rage z M21 18.99 51.36 22.73 59.45 13.10 37.25 3.26 9.53 Dead + Live Loads + Min Total Max Total Load Pos % Red Neg % Red Reducible 0.00 0.00 0.00 0.00 Storage 14.82 0.00 0.00 0.00 UnRed. 0.00 -- 0.00 -- Roof 0.00 0.00 0.00 0.00 7.71 22.53 + Min Total Max Total RAM manager Vb.1 - urav-1,,ty uoaas on columns rage s DCI Engineers, Inc DataBase: mmez 07/05/00 11:44:39 Building Code: UBC2 Load Column 21 at Line F.1 - RC2 at Level mezzanine Dead + Live Loads + Min Total Max Total Load Pos % Red Neg % Red Reducible 0.00 0.00 0.00 0.00 Storage 33.38 9.36 0.00 0.00 UnRed. 0.00 -- 0.00 -- Roof 0.00 0.00 0.00 0.00 Column 22 at Line F.1 - RC3 at Level mezzanine Dead + Live Loads + Min Total Max Total Load Pos % Red Neg % Red Reducible 0.00 0.00 0.00 0.00 Storage 29.57 6.93 0.00 0.00 UnRed. 0.00 -- 0.00 -- Roof 0.00 0.00 0.00 0.00 Column 23 at Line F.1 - RC4 at Level mezzanine Dead + Live Loads + Min Total Max Total Load Pos % Red Neg % Red Reducible 0.00 0.00 0.00 0.00 Storage 22.28 2.26 0.00 0.00 UnRed. 0.00 -- 0.00 -- Roof 0.00 0.00 0.00 0.00 11.58 Column 24 at Line F.1 - RC5 at Level mezzanine Dead + Live Loads + Min Total Max Total Load Pos % Red Neg % Red Reducible 0.00 0.00 0.00 0.00 Storage 34.56 10.12 0.00 0.00 UnRed. 0.00 -- 0.00 -- Roof 0.00 0.00 0.00 0.00 17.97 Pos % Red Neg % Red Reducible 0.00 0.00 0.00 0.00 Storage 28.75 6.40 0.00 0.00 UnRed. 0.00 -- 0.00 -- Roof 0.00 0.00 0.00 0.00 26.91 0.00 30.25 0.00 27.52 0.00 21.77 0.00 31.06 0. 00 M30 14.95 41.85 17.36 47.61 15.38 42.90 11.58 33.36 17.97 49.03 RAM manager Vb.1 - uraya,ty Loads on columns rage 4 DCI Engineers, Inc DataBase: mmez 07/05/00 11:44:39 Building Code: UBC2 Column 25 at Line F.1 - RC6 at Level mezzanine Dead + Live Loads + Min Total Max Total Load Pos % Red Neg % Red Reducible 0.00 0.00 0.00 0.00 Storage 34.76 10.25 0.00 0.00 UnRed. 0.00 -- 0.00 -- Roof 0.00 0.00 0.00 0.00 18.08 7.69 31.20 0.00 Column 26 at Line F.1 - RC7 at Level mezzanine Dead + Live Loads + Min Total Max Total Load Pos % Red Neg % Red Reducible 0.00 0.00 0.00 0.00 Storage 14.78 0.00 0.00 0.00 UnRed. 0.00 -- 0.00 -- Roof 0.00 0.00 0.00 0.00 14.78 0.00 M3I 18.08 49.27 7.69 22.47 DCFENGINEERS E D'AMATO CONVERSANO INC. P roject No. Project IrATI G.uE Subject Sheet No. rui 7 27- Date 7- - ° u By M DM GoLu A s 4 A TS 5 )( S,( I f te__ 70, c� 46 ks; W/ tJ 0 L L IZc u L u nJ . o�^J A'- Cp F.) /147 L � 2 �3 l_ (44 (2- 5) - ((, /40 -11 /k • ,:..► t/(44 - G15 77 L 0. t' ( 4.10 t O ILL( • ' = 1 4 3,0 - t - I -5 - — . = 4 AA ) 7 I5,0' As m.4' 14.. 4t t. I, (1.4 ) . 7 'f i ' S Q %..) ); 3 / 3AJ"w C /� Pey KLP IN DCFENGINEERS D'AMATO CONVERSANO INC. r Pro j ect No. g9 22.4 Project G (16 4 - 1 )o ,3 Subject — Sheet No. Date 6 — - 0 0 By M Ovv- Sou_ Se cA = cv .M %-k(o t.1049.... Lou AiAS (LA • ST - evt. F 65r Fit sys) Ru4- 714- 3 , - 1 - )sopt-e h,-,J a 4,s- , 0. Vc ft . 1 2.c (34) 1.0 • 4.5" = 0.20 0. vj I 0. JLT 2 . I •-• 1\550 pa " LI,Ju.." FA ILS e C%-IW— C 0 NS n ■N-.1 ps TWO Celv Afi-M.ActoS s trPt p4 61./J C.,,m Po LL +47 FIST 1 DCLENGINEERS IN D'AMATO CONVERSANO INC. P roject No. q Z2 Project FAT1 G u 6 0' Subject MC2� r'J IP4a SCiSMIL Sheet No, 3 Date b /S• By mom NI Ass FL c' ,z 4-/l r. s 1{.t y , , N d ( 2 7 1 - 1 F o o sr ' ', rjO v'ili 1 7 C; 5 F SMtc L0Ab !-5 S td 4•A s Ws' s GIs 'z,2S D Sf -. V 0.(43 x" \`i(; 4r7 V Nt.)./ SLm, + Mec1+ t ciao cf 4-A rico bY 4° K 2. s K 1 7a -, v,zS Its = I gz 5or . `l1 S - 10 , It 2 S I. ?.0 - 123 i f Svu-r STor:.A 4 c ` 7 7 IC.. (FO i" 2 5 c-412 o v l 17 v c - " Y Z j C L ' To 4 (.4-d. c I ✓L c�+� -k.� fie C /a v� o WALL S 1 L , V L.i' ei1 114.4 Cr-v6151- o 7b lc 7 ., . � L. Al". ws+� r� c,'to 17.7 AcsIAL7s1s. 330' STUr; 00 S of CM La C. Vt.4 6 , ` F,� fs►2rr Z�l M N I M 4 r Get' t rti LAT _ !e+( Lt� � E S 14) F 20 P., d F to A-0 f' Cc +..te_ "` f P-+419 S ,k � IN IC ' 1: > A (. STrk c cA-4 OT 101W pot, 5 f1.:Lov,1 0 o fir► G . W u ✓ l (-l. O dv G 9 f:14 . / S ite•r7at/ AC , 1r 77AM 5 /tffiff �P. 4 S S v•f .5' 1 n ,s 6,41. c „s At/.4 /of E;, Cri jE. DCI.ENGINEERS IN D'AMATO CONVERSANO INC. P roject No. I 22 Project Subject Mt &I- 5E1S M'L Sheet No. Date 6 1 9 • ov By MO v+'- ASS rtes "207, N - S 5 15nA c_ '1'alc� N @ �.�► 41 6.14-2 0 ti c.M L. V = 41 (0,2 -0) _ 10' • Dive 7b 'Z )0 i t Y s 7 I LONG, f v - 7, t �J� (f .j /,, ? / S%% /lr = 12 / 2 << 3S ps v dt 2 (7.G i s ",� (‘S — 8 "7g +2 _ --� - Z , 4 > 1. o . 7g it = '76" - I J 0 - 3 S . (4c(1.- w/ 12(0 4)(i AAi / L/' I = i�— C u.." ✓ \S. ememaireMOSEESEIEW 01� KALVI bceei vo.1 DataBase: mmez Building Code: UBC2 Floor e: mezz N rioor mato!- / te; .I1 I 1 1 i 11111 ll 1 1 P414111 0 ,.:1 I r 41 Rz 5 \ t A 07/05/00 11:44:39 s N/ 0 ,\ ) z fi/ ).hu g to 3 (; rytottt , St adman► RRx Rry 8(11) y(Iq Kx • y Ky•x 0 SWOF.6 SWO F 10 0 SWO 11 0 SWO F SWO 11 20 100 21 49 0 980 2.433 - 0 SWO14 20 600 0.00 0 0 0 25 0.00 0.00 Oki •- 0.00 0 0 15,006 »» " 0 ISW014 25 0 0 0 -613 0 15,0061 0 0 0 0 0 0 22 -24.50 0 0 0 0 0 1 0.00 0 0 22 0 0 alemsnt deist shear a torsional. ToWLalral SWO F,6 COxa N D 4 S . 0 0 0 0 0 0 21a•. SWO F 1 111:: ED SWO 11 •0.143 INN,j•TINI 5W014 01 4,892 MEM 0.00 11111C11•1111111 0 0.00 9.0 600 0.00 Oki •. 0k •s 0.00 25 0.00 0.00 Oki •- 0.00 alamrd d she, a lordonal • Total Latra1 SWO F.11 COxa fl A A 000000 .(5 k • s' SWO F 1 111:: ED SWO 11 •0.143 INN,j•TINI SWO 14 01 4,892 MEM ago 11111C11•1111111 0 -24.50 9.0 600 Oki •. 0.00 SW014 25 0.00 22 Oki •- 0.00 0 0ldps RIO Dlaphram Olmanalona Coord or Co Ind AccklanW Ecc Bea Sher CoetIchnt x•24.011 -> COxa 38.5011 Kx' ybar "2 1 Ky' xbar "2 y =70.011 1 COya 11.5011 •0.143 alrnant Kx Ky xbr ybar Kx' ybr Ky' *sr Kx' ybar "2 1 Ky' xbar "2 ISWO F.6 0 10 22 •24.50 0 221 01 4,892 SWO F 0 250 -2 -24.50 0 •553 0 1 SW014 25 0 22 24.50 613 0 15,006 »» " 0 ISW014 25 0 22 •24.50 -613 0 15,0061 0 i 0.00 0 0 22 -24.50 0 0 01 0 1 0.00 0 0 22 •24.50 0 0 01 0 0.00 0.00» 0 0 0 ».__ 0 2 ----- • 22 » -24.50 -24.50 ___.. 0 . » ».. ._» 0 .. »_._... ».._..._.._._. 09 ».._ 0 10.00 0 0 22 •24.50 0 0 01 0 [0.00 0 0 22 •24.50 0 0 01 0 30,013( 6,115 Bldg Polar Moment o Inartla,J (11"4) a " " - -'•� '' 36,128 MS EXCEL FILE: Torsional Analysis Lateral Torsional Shear Distribution Analysis Locate Ctr of RI id (CR sum CRx • Sum(Kyx) / Sum(Ky) • CRy • Surn(Key) / S sn(Kx) • Ecctablclty wl5 %wins Ex • ABS Value of (C0x•CRx) Ey • ABS Value of (COyCRy) Fatigue Tech • Mezzanine 22.12 6 24.5011 16.3811 13.00 R Torsional RI Id )(bar Is positive in diecton toward Ctr of Mass Shear Distributed By Rigid Diaphragm: Applied Lat Load • bldg CO, Vx a Applied Lat Load • bldg CO, Vy Torsional Moment on Bldg due to Lat Load • App'd Lat Load Ecc Ps Lst Load, V applied In the X direction (euNvest psi Tx a Vx Ey Ty a Vy' Ex a Distribution of Lateral Shear Forces + Torsion Lat Load V appled In tho Y direction (norBJsoulh -4 -3 1 of 1 25 kips 25 kips 325 k•11 410 k•11 wall length running shear boundary force ^r = 8 Af` 7 11 0.7.441 . 6k ' V I 70 11 0.3.441 3k 2411 0.3.441 3k 1,x1 U.` C1,.% C:GV_ 2411 0.3.ktl 3k MDIV /01 MDIV /0 MDIV /01 MDIV /0 NDIV /01 NDIV /0 NDIV /01 MDIV /0 NDIV /0I MDIV /0 NDIV /0I NDIV /0 711 0.3.441 3k 7011 0.1.414 1k 2411 0.8.444 7k 24 ft 0.5.444. 5k 0 tt NDIV /01 NDIV /01 0 ft NDIV /01 NDIV /01 01l NDIV /01 NDIV /01 011 NDIV /01 NDIV /01 0 R NDIV /01 NDIV /01 0 ft NDIV /01 NDIV /01 M 2 11 by: M.D. Moorleghen 07/05/2000 4:34 PM �- A i (c L)c. 1 cL -4--1 E 4 hr /aQ *3 sty) �• A LL. � Srrk AT' A- tifrS• x:r Rigid Dlaphram Dimensions Cord of CO Ind Accidental Ecc Bass Sher Coefficient x • 24.0* -> COx • 33.0011 ISWO F.6 y • 60.0* I aly • 11.5011 • 0.143 41unant RRx Rry x B y BQ Kx • y Ky ' x ISWO F.6 SWO F.6 10 0 22 0 0 SWO F SWO 5 20 j 00 24 60 0 1,200 2 433 0 ISWO 9 20 1 223 SWO 5 0 0 0 I 750 0 22,50 0 SWO 9 0 0 1 4000 •750 0 22,5001 0 0 0 0 22 •30.03 0 0 0 0 0 0 0 0 22 •30.03 0 0 0 I 0 0 22 -30.00 0 0 Sum ........... CRx • Strn(Krx) CRy • Sum(Key)/Stm(10c) 110 / Sum(Ky) • • 22.12 It 1,200 2,433 30.03R element Kx Ky xbr ybr 10t • ybr Ky • xbr Kx • ybar"2 I Ky • xbarA2 SWO F.6 0 10 22 .30.00 0 221 01 4,892 Vie f ........ 0 laps 250 • 2 .60 0 3 1 223 SWO 5 25 0 22 30.00 750 0 22,50 0 SWO 9 25 0 22 4000 •750 0 22,5001 0 0.00 0 0 22 •30.03 0 0 01 0 0.00 0 0 22 •30.03 0 0 01 0 0.00 0 0 22 -30.00 0 0 01 0 ... 0.00 0 0 22 •30.00 0 o 1 0, 0 0.00 0 0 22 -30.00 0 0 01 0 0.00 0 0 22 -30.00 0 0 of 0 45 000 6 115 Bldg Polar Moment of Inertia ,J (ft 51,115 LSI Loamy swim m me Y curecoon monmeorm !element direct shear • tasionol • Total Lateral W F.3.-.. ISWO F 0 0== 0 0 0 0 0 0 0000 e e} S 4 + 3k I f k , .... ,SW• 5 41sigs MM.= SW• • 0890 . 6 .......... 0.00 11111171111111 0.00 0 laps IIIIEMIIIII 0.00 0 0k1 0.00 0 ks 0 kips ........ _ OW 0.00 . 0.00 .. 0.00 0 fjps Let Lori, v vapor) in via A emecoon ma1t1es0 dement died shear • torsional • Total Lalwal ISWO F.6 0 0== 0 0 0 0 0 0 l• a to tQ 000000 2 laps SWO F 41sigs SWO 5 O7Idp x 0890 . 6 .......... 0.00 'T.Ipt 0.00 0 laps 0.00 °Mos 0.00 0k1 0.00 0.00 0 ks 0 kips P!, h i J 1.0 MS EXCEL FILE: Torsional Analysis Fatigue Tech • Mezzanine Lateral Torsional Shear Distribution Anal sis Locale Ctr of RI Id (CR Eccenbielr I/1515min. Ex • ABS Value d (COx•CRx) Ey • ABS Vim of (COtCRy) 10.89* 19.5011 sional RIIdfty *Wel e dieclar lowwd CR of Mass Sher Distributed By Rigid Diaphragm: Applied Lat Load • bldg CO, Vx • Applied Lat Load • bldg CO, Vy • Torsional Moment on Bldg due to Lat Load 01 App'd Lat Load Ecc 22 kips 22 kips Tx • Vx • Ey* Ty • vy • Ex Distribution of Lateral Sher Forms + Union -2 .3 1 of 1 22 kips 22 kips 40lk-11 239k-ft wall length running shear boundary force 731 0.4.1111 4k 70 ft 0.3.1d1 3k 2433 0.1.1d1 lk 2411 0.1.1df lk 001V/0 ilDIV/01 NDIV/0 NDIV/01 IDIV/0 NDIV/01 IDIV/O NDIV/01 ft DIV/0 0DIV/01 NDIV/0 NDIV/01 711 0.3.1d1 70 ft 0.1.1d1 24 ft 0.7. kit 24 ft 0.5.1dI 011 NDIV/0 11DIV/0 0 ft NDIV/0 NDIV/O 0 ft NDIV/0 NDIV/0 0 ft NDIV/0 ADIV/0 0 ft NDIV/0 NDIV/0 0 ft #01V/0 NDIV/0 1-1 2k 1 k 6k 4k by: M.D. Moorleghen 07/05/2000 4:39 PM ' . 1 DCFENGIi'4EERS 11 D'AMATO CONVERSANO INC. r c- oj(ct No. 1`1 2LL( Project F/s i I c ve. iC Subject L Sheet No. 0 Date -7. , By tm NI G� I L rJ �, C M v� S �L�(LU,1 �.L, /� K I 4 �u US E":" O . Y j -t-o Q. i s .T S c nc_ oo et - 2. rcr.. C ZtL CELT, _ 0.85(2� 'j"0. A 7.6 2 i ( S`f ■• ' 3 2 r r. S 6 M - 5"(I5 xl2) _ t 1 205 0 r 2 ti C,/,,, ,2S (Ica) .I 2. 9)-1 rs, ((,.1") - 1 ) 7 - ) CAD La 30 0 3 e9 G� 5 1'6 0/ 1 S5 qc � - IL Ps: YrG frgs: e r 1 ctVGl,In� �Q,V�/.r<( '�Y /i >? g2 f- ps: 4 D� = q5 (Sa) = Is . 9 of = - 2,17 DCFENGINEERS E D'AMATO CONVERSANO INC. P roject No. Project F T Subject )kA F t Q t t•' 1 r✓ Sheet No. Date, By Ni Soktt co, k4. 6 t Cie d� t — 7sG 2,29) .43 3 act Id z _ T C 784,3 - z 7So (i0o) L \ ( L ') *A.'t P � ' d J -- M — 0 .-.• 1( f ( - a ) k L + z 4 - ( 4 2 . - gi ?L5—.0 kd r ''I( f I = 0 65, ZS-o — f(69 Zsv) /— 4- (304 ( z(>a4') fed 7 3/. 1/2,r _ %Z (23 ) 7,6Z.C(3(.1) 1c)_ 796- 76 —sib (26 ) -: t• t o. B9 .N 1Z6 (AIL otJ c g,9 /' /1. 3 -- ; >( uS& � (( J Fatigue Technology steel for bending only Masonry Shearwall - Comb Axial + Bending 8 inch CMU ® Grid F.6 & 5 axial deadload PdI 10 k wall weight seismic shear, (WSD) V 5 k design masonry stress f'm 1500 psi design reinf stress Fs 24000 psi wall length L 84 in f /wall to reing cg d' 8 in wall thickness b 7.625 in wall height h 16 ft rad of gy r= 0.287 "b r 2.19 in Calculated axial stress fa 13 psi sect mod S 8967 in^3 actual bend M = Vh M 960000 lb" bending stress = M/S fb 107 psi allow bending stress = 1/3 f'm Fb 500 psi slender ratio h' /r 88 <99 all axial str =.251'm "(1- (h'r/140) ^2) Fa 228 psi allow bending stress w/ 1/3 sif F'b 637 psi max allowed comb stress Fm= F'b -fa 624 psi masonry stress fm 118 psi fm= 0.85fa +fb solve quadratic eqn b /6 "fm 150 34289 1249000 kd 45.51 in comp force C 20.5 k tens force T =C -P 12.0 k mod ratio n 25.8 steel stress fs 11006 psi ok steel area required As 1.09 in^2 . -- Lt. -I( 5 As 0.44 in^2 Masonry Shearwall - Comb Axial + Bending 1 M f( 07/05/2000 3:46 PM Fatigue Technology Masonry Shearwall - Comb Axial + Bending 8 inch CMU @ Grid F i &(5) 4 C i axial deadload PdI 10 k seismic shear, (WSD) V 5 k design masonry stress f'm 1500 psi design reinf stress Fs 24000 psi wall length L 84 in f /wall to reing cg d' 8 in wall thickness b 7.625 in wall height h 16 ft rad of gy r= 0.287*b r 2.19 in Calculated axial stress fa 13 psi sect mod S 8967 iM3 actual bend M = Vh M 960000 lb" bending stress = M/S fb 107 psi allow bending stress = 1/3 f'm Fb 500 psi slender ratio h' /r 88 <99 all axial str= .25 *fm *(1- (h ^2) Fa 228 psi allow bending stress w/ 1/3 sif F'b 637 psi max allowed comb stress Fm= F'b -fa 624 psi masonry stress fm 118 psi fm= 0.85fa +fb solve quadratic eqn b /6 *fm 150 34289 1249000 kd 45.51 in comp force C 20.5 k tens force T =C -P 12.0 k mod ratio n 25.8 steel stress fs 11006 psi ok steel area required As -- .09 iM . . 4 — 4 .$) steel for bending only As 0.44 iM2 Masonry Shearwall - Comb Axial + Bending 1 wall weight 014-2 07/05/2000 7:24 PM Fatigue Technology Masonry Shearwall - Comb Axial + Bending 8 inch CMU @ Grid Pis Masonry Shearwall - Comb Axial + Bending 1 LI - J• axial deadload Pdl 25 k wall weight seismic shear, (WSD) V 18 k design masonry stress f'm 1500 psi design reinf stress Fs 24000 psi wall length L 288 in f /wall to reing cg d' 8 in wall thickness b 7.625 in wall height h 16 ft rad of gy r= 0.287 *b . r 2.19 in Calculated axial stress fa 10 psi sect mod S 105408 in^3 actual bend M = Vh M 3456000 lb" bending stress = M/S fb 33 psi allow bending stress = 1/3 f'm Fb 500 psi slender ratio h' /r 88 <99 all axial str =.25 *fm *(1 -(h'r /140) ^2) Fa 228 psi allow bending stress w/ 1/3 sif F'b 645 psi max allowed comb stress Fm= F'b -fa 636 psi masonry stress fm 41 psi solve quadratic eqn b /6 *fm 52 43780 6346000 kd 186.25 in comp force C 29.1 k tens force T =C -P 7.9 k mod ratio n 25.8 steel stress fs 8 P steel area required As (0.94inA2 steel for bending only As 0.43 in^2 M4-3 07/05/2000 7:26 PM fm= 0.85fa +fb DCI •ENGINEERS • D'AMATO CONVERSANO INC. P roject No. '11Z.2-4 Project Subject l� A N I L AN A-t.,- Sheet No. M(4-cf- Date ?•r - vu By IMO yw fl) rJ M oT _ 5 ' 1C _ 7 W NA, tvT = 5.4 tag rt., fs i,/ = S .0 7-CI' 0 , `1 - 2S3 O T) + DCLENGINEERS I- D AMATO CONVERSANO INC. P ro j ect No. 9922-/ Project /�� _ F/''�1 1 C -L/ li i C (4 Subject N1 e;% } A Ni N'ls ¶1»J4 4,4_ 'r i N L. Sheet No. Date - 00 By w10 - �� 'CPT ir►G ■ L Rte S r e = S = 3 2s i — ad DCLENGIINIEERS E D'AMATO CONVERSANO INC. r Oject No. Project Subject Sheet No. M4� Date By DCI Masonry SlenderWall Ver.2000 PROJECT: Fatigue Technologies Masonry Wall Thickness t= 0 = Design Wall Height: h= Design Wall SLENDERNESS: ENTER LOAD CASE: SEISMIC CHECK Seismic Factor. DEAD Load Factor. UVE Load Factor. LATERAL Load Factor. Tributary Panel Width: Design Pier Width: Wall Opng Factor. 1 = solid Critical Section or Opng Ht: Door or Window Unit WEIGHT:(psf) Parapet height (FT) : h /t= Roof and/or Floor DL : Roof and /or Floor LL : eccentricity of Roof Load : PDL= Pa e= Masonry material density (pcf) : 7.63 In 0.80 26.00 ft 41 2 U- ((12 +0.5Cai)D +1. 0.36 c I-FD= 1 Ft= LFU,r= TribW= Pier= WOF= 2.50' Lo= hp= 1.38 0.50 1.40 40.00 ft 16.00 ft 13.00ft 10.0 # /SF 3.00ff UNIFORM LATERAL SERVICE LOAD: NOTE: 97UBC, F Is Ultimate Load, w = E = F / 1.4 Service :Lateral: Load;::.: ;. :. :.;.;.. :. :.;stismicII 26.0: # /SF UNIFORM GRAVITY LOADS along T /WALL: 0.300 kif 0.000 kif 0.00 In 122:pcf REBAR DISTRIBUTION: 2 1 = Rebar centered or 2 = reinforcing at bot if rebar dist =2: assumes Vert bars In Exterior Cover. ® reveal to Vert*: Inside Cover. to Hon:: Horizontal Rebar Diameter. ESTIMATE TRIAL BAR SIZE AND SPACING: Vertical Rebar Size: Vertical Rebar Spacing: MASONRY STRENGTH: MASONRY TENSILE: REBAR STRENGTH: S= f fr= f = 1.50 In 1.00 in 0.50 5 10.1 in 1.50 ksi 4.0 sgd(rm) 60 ksl Depth of Footing below slab relnf: Friction Factor Q Base: DF 1f = 0.01 ft 0.5 =Total Wall t >= 5.5 Inches per UBC 2108.2.4 `."-- for walls t =>6" , use QBwlhinntuse 0;ar -6 -- ei tt 2198.1,4,2-} - - --- jA u., S ANS w/o f_AT So(P NO LIMIT Ok o F t4 I•J 1/4.1 UBC Section 2.4.5 1 =wind or 2 =se smic (step oad considering reduce seismic oa @ opngs) 4Es + (0.5 L + 0.7S) ) SEISMIC CHECK 97 UBC Table 16.9, =NA for wind 97 UBC 1909.2 for WIND load factors 97 UBC 1612.2.1 and Eq (30-1) for SEISMIC load factors Es = Eh / 1.4 where Eh = design seismic loads per 97 UBC Section 1630 Wall Opening Factor (WOF )= (Trib Width of Panel ) / Max WOF should be 6 »»» « « «< ENTER CALC'd value « «« h faces of Hoe (SOLID GROUTED With Opening ) Use Lo.Lc /2 for solid panel. Pick location of Crit X -Sect. Accounts for Door Mass In Seismic Analysis Only Used for Dead Load cola's only. Design separately. WALL LOCATION. hr A Area Sep Wall • Panel FORCES to be calculated e: Z= 13.00tt Factored•WOF= w 91 plf Critical Section. AXIAL•SERVICE LOAD Roof DL = Po= Roof LL = PL= Wall DL = Pwai Critical Section, AXIAL•FACiORED LOAD Roof D +L= P wall DL = P Put +Pu2= 0.750 kif 0.000 kif 3.101 kif 3.851 kif 1.035 kif 5.261 kif 6.30 kif calc'd bar dia, db= 0.63 in controlling d =1 5.813 in effective depth dl = 5.813 In effective depth d2 = 5.813 in liar width ) Calculated WOF 2.50 Structural Mods( 6/3 e tension on outside face tension on inside face d .(panel thickness - raved) /2, when reba distribution -1 FOR .2, d l - panel t - reveal . ext cove( • 1/2 (vert. rebar diameter) d2 - panel t . Inside cover • horitontal rebar - 1/2 (vert. rebar dameter) d should be calculated per actual rebar layout if above assumptions do not apply. assumed, ultimate DETERMINE BASE FIXITY: Normal Force, N 0 Base of Wall: Sliding Resistance 0 Base, F =µ'N Mom Capacity based on friction 0 Base, Mb: Simple Span Mss= wL /8 0 service level: Compare Base Moment Restraint to MIdspan Moment: Input % Fixity 0 Base: Fixity= DCI MasonrySlenderWa112000 -area separation wall 0%1 « « potential base fixity= Page 1 N.0.8•(wall weight +Pp) - F =µ'N Mb= Mss= Moment Ratio= 41 sheet 1 of 2 5.25 kif assumes 80% DL exists 2.62 kif 0.03 kip -ft =F'D 5.49 kip -ft .WOF•(w•Ic^2 /8 /1003) 0% =Mb /Mss 0% not to exceed 80% 07/05/2000 6:12 PM Service Level Checks Determine Service Moment: 0.0 ktt 0.0 k-ft • 08 k-ft 4.1 k•ft 4.9 k-ft Step Loading Analysis (service level) for Ms(eMce) Seism lo Loading 0 X.Lo (Ignored for wind) Ms, =-RxIty*(w*IcA2/8)/1000*(1-Lo/lo) 12•WOF= Mse = WOP(PDL+PLL)e•Lo/lc= u u 11 11 0 3 3 3 c 26 plf 0.0 Idp-h _ 31 plf 0.0 Idp-h 34 plf . .... ..... ..., . .. ... .. . . . . ._ ....... MsiiW!(WOFtni.*PtitY4PkiVOLA1) :•...: :..:.:::...4.::::...,...:...;:.::.....::.. ..: :....:...:.: ..... Msw = (w or Mo= Ms = Mw + Me -M (P = ,...... .... . ... . . ::*::::: Q • "" ' • * • ' • ' " s.... 514 Of 48.7 Idp-h 48.7 Idp-h 58.6 kip-in I 4.89 klp-ft Service Moment mi Ms = Service Deflections Check AS.IF(Ms<Mcr,(5/48) lc()) 1 < ? Allowable Deflection = 0.007 h =1/143 Service Deflection' . ' ; As= . .1 . .81 : : ID: .. 1 .: .4.. ::: . ..i.iolio.: :: :. :1 >» OK! «< Fa SEAOC Recommended YELLOW BOOK Design Procedure as adopted by 97 UBC 46 . .iRtjtitp■i.0:9971;88CiSiikitki.621A: Max. Comp Stress@midht = fm= 42 psi < Reinforcement Ratio = p = 0.53% n = Es/Ec = n = 25.78 stress block parameter alpha= 0.72 c= N.A.= Aso'fygoefrn•12) = c= 2.19 In stress block equiv depth a= 1.86 In tiolgtir""'" Dell 1 Moment Capacity: Ultimate Moments MuF. -FixIty•WIcA2/8)/1000•(1-Lofic)•12. 0,0 Idp-In Mue = (Pul'e/12)*Lo/lc o.o idi›h Muw = (wLelo*(1c-Lo)/2/1000•12) or Muo= 68.288641 Mu = Muw + Mu* -MuF+(P 102 kip-In wu'lc•(0.5+0.125*Flxity)/1000+FixIty*(fMn)/DF= Moment Restraint assumed 0 Base = DCI_MasonrySlenderWa112000-area separation wall I Paint Area = A (Pul-(As*fy))/fy= Aso = 0.0 k-ft 0.0 k-11 2.8 k-ft 5.7 k-ft 8.510 wCfrio•(IcA3-210•LoA2+LoA3)/(24•E01g) 1728/1000-1 (1c."2-LoA2 /(61c•Ec9g)•1728. .(wn*Lo/(24•Eclor)OcA3-21c*LoA2+LoA3))*1.73-Fbdiy•Mn/(610•Icric)QcA2 (Icto)^2) (lo-Lo)l 44 Mn =(Asely)*(d-Asely/(2'0.85'121_c)) = (Asely) (d-a/2)1 Page 2 <<<<<<<<<<< Pb @ x=0 Rbu @ x=0 4.±L'aktifi:j4'.'abetd. 14.7:4114aitta "4 . ■ &t! ' o.oarn= 50% p, baiancec6 f = Ec = Ig = Icr = MCr Mcr wcR= Act = ticru Wn= Arm = Door/Panel Mass Ratio : I 5.38 in 1 Step Loading Analysis (factored) for Mu Selsmlonr.l.o ored for whd) Wuo= Wul = wu2= R M U tomn = Mn = MFn = • • • 0.37 sqln/ft 0.47 sqln/ff 0.53%max 0.155 ksl 1125 ksl 443 InA4 202 InA4 18.01 kip-In 1.50 kip-ft 18 plf 0.37 in 0.37 in 137 plf 0.85 kif 1.18 kif 60 psi 6.18 In 36 plf 43 plf 48 plf ? 68.2 Idp-In 110.9 kip-In 138.6 kip-in 0.00 kip-ft 13% L / 172 <? L/14: Current Input provides exactly >>»`-- 19.01 # 5 Bars in pier width= IF All Output Checks "OK" use 10" fi\ LI? sheet 2 of 2 =Service Rxn at Slab/ft =Factored Rxn at Slab/ft >» OK! «< >» OKI «< fr=isPSQ111(Vc) <=235 PSI Ec =750(fm) Ig=bh^3/12, b=12" Icr =nAse(d-c)^2+bcA3/3 I•fr .Mce8/1c^2•1000 .Mn•II/IcA2'1000/12 Includes BASE FIXITY 1.03 In >» OK! «< 192.00 IN I Vertical EF 07/05/2000 6:12 PM J DCI.Masonry SlenderWall: Ver.2000 PROJECT: Fatigue Technologies Masonry Wall Thickness t= 0= Design Wall Height h= Design Wall SLENDERNESS: ENTER LOAD CASE: SEISMIC CHECK Seismic Factor. DEAD Load Factor. LIVE Load Factor. LATERAL Load Factor. Tributary Panel Width: Design Pier Width: Wall Opng Factor. 1 = solid Critical Section or Opng Ht Door or Window Unit WEIGHT:(psf) Parapet height (FT) : Exterior Cover. 0 reveal to Veils: Inside Cover. to Hors: Horizontal Rebar Diameter. ESTIMATE TRIAL BAR SIZE AND SPACING: Vertical Rebar Size: Vertical Rebar Spacing: MASONRY STRENGTH: MASONRY TENSILE: REBAR STRENGTH: Lo= hp= Roof and/or Floor DL : Root and/or Floor LL : eccentricity of Roof Load : PM Pu 0= Masonry material density (pci) : S. f fr = f = 7.63 in 0.80 26.00 ft h /t= 41 NO LIMB 2 U = ( (1.2+ 0.5Cael) D + 1 Ca= LFD LF �lAf= TribW= . 15.33 ft Pier = 10.00 ff WOF= 1.50 0.36 1.38 0.50 1.40 13.00 ft 10.0' # /SF 3.00 ft UNIFORM LATERAL SERVICE LOAD: NOTE: 97UBC, F Is Ultimate Load, w = E$.Mc, = F / 1.4 Service: Lateral: Load:: SEISMIC it ` 26.0 # /SF UNIFORM GRAVITY LOADS along T /WALL: 0.300 kit 0.000 klf 0.00 In 122 pct REBAR DISTRIBUTION: 2 1 = Rebar centered or 2 = reinforcing at bot if rebar dirt =2: assumes Vert bars in 1.50 In 1.00.In 0.501n # 5 20.0 In 1.50 ksi 4.0 sgrt(rm) 60 ksi Depth of Footing below slab reinf: Friction Factor 0 Base: Dr= R 0.01 If 0.5 h faces of Hoa (SOUD GROUTED With Opening ) =Total WdI t >= 5.5 Inches per T082 :4:4 for walls t = >6" , use 0.8 ; thinner use 0.6 UBC 2108.1.4.2.1 Use Lo.Lc /2 for solid panel. Pick location of Crit X -Sect. Accounts for Door Mass in Seismic Analysis Only Used for Dead Load talc's only. Design separately. WALL LOCATION - 4 h Area Sep Wall Ok UBC Section 2108.2.4,5 1 =wind or 2= seismic (step load considering reduced seismic load @ opngs) .4ES + (0.5 L + 0.7S)) SEISMIC CHECK 97 UBC Table 16.9, =NA for wind 97 UBC 1909.2 for WIND bad factors 97 UBC 1612.2.1 and Eq (30-1) for SEISMIC load factors Es = Eh / 1.4 where Eh = design seismic loads per 97 UBC Section 1630 Wall Opening Factor ( WOF )= ( Trib Width of Panel ) / ( Max WOF should be 6 » »» « « «< ENTER CALC'd value « «« Panel FORCES to be calculated 0: z= 13.00 ft Factored'WOF= W 55 plf Cfiticd Section, AXIAL - SERVICE LOAD Roof DL = PD= Roof LL = PL= Wall DL = Pwal= Cdticd Section, AXIAL - FACTORED LOAD Roof D +L= P„1= wall DL = Pu2= Put +Pu2= 0.450 kR 0.000 klf 1.861 klf 2.311 kif 0.621 kW 3.157 kit 3.78 MI calc'd bar dla, db= 0.631n controlling d = 5.813 in effective depth dl = 5.813 In effective depth d2 = 5.813 in tension on outside face tension on inside face d .(panel thickness - reveal)/2, when rebar distribution .1 FOR .2, dl . panel t • reveal - ext cover - 1/2 (vert. rebar diameter) d2 . panel t - Inside cover • horizontal rebar • 1/2 (vent. rebar diarneter) d should be calculated per actual rebar layout if above assurrptions do not apply. assumed, ultimate tier width ) Calculated WOF 1.53 Structural Model A/3 • DETERMINE BASE FIXITY: Normal Force, N ® Base of Wall: Sliding Resistance 0 Base, F =µ•N Mom Capacity based on friction 0 Base, Mb: Simple Span Mss= wL /8 0 service level: Compare Base Moment Restraint to Midspan Moment: Input % Fixity 0 Base: Fixity= DCI MasonrySlenderWa112000 - area separation wall 0%1 Page 1 N.0.13'(wall weight+P0). F =µ'N Mb= Mss= Moment Ratio= «potential base fixity= 3.15 klf 1.57 kif 0.02 kip -ft 3.30 kip -ft 0% M L i C I sheet 1 of 2 assumes BO% DL erdsts =PDF . W OF'(w'Ic ^2 /B/ 1000) =Mb /Mss 0% not to exceed 80% 07/05/2000 7:23 PM re W ' W u. W 0 Z LIJ 2 j U 0 ;0 N`. 0 t- LV uJ ; V , U 0 ' Service Level Checks Determine Service Moment: 0.0 k - ft 0.0 loft 0 k-ft 2.8 k -ft 3.3 loft Step Loading Analysis (service level) for M (eMce) Seismic Loading 0 X.Lo (Ignored for wind) M - Fixity•Nelc ^2/8) /1000•(1- Lo /Ic)•12•WOF= Mse = WOF•(PDL +PLL)•e•Lo /Ic= u 11 U ;I 1!, 26 plf 0.0 ldp•h 28 Of 0.0 Idp 11 pif Ms4 {Y j f OF'(f 1LtPt.) +f?(4/L LAT],' !Q4. .. ..B Q klpi -i : , 397 plf Msw = (w•WOF•Lo•(Ic - Lo) /2/1000)' 12 or Mo. Ms a Mw + Me -M (P +P = 33.8 Idp-h 33.8 Idp•in 39.8 kip -In I 3.31 klp•ft Service Moment is Ms = Service Deflections Check es.IF(Ms<Mcr,(5/48)*(Ms'12•00•12)^2)/(Ec•Ig),((5/48)*(Ms-Mar 12 ^2) /(Ec• cr)) < ? Allowable Deflection = 0.007 h = I./143 Service Deflection . Asa . 1.35.1n I Aa = 2.18 1 »> OK! «< wu'Ic•(0,5 +0,125'Fixity)/ 1000 +Fixity(fMn) /DF= SEAOC Recommended YELLOW BOOK Design Procedure as adopted by 97 UBC Cfi ckAxidstressat l9htpisr1997UDC:S�ctlon21082.4x1 :> >: Co)ltnb SecNort pafd a>t' Ultimate Moments Noirilnat6 Max, Comp Stress @midht = Reinforcement Ratio = p = 0.27% n = Es /Ec = n = 25.78 stress block parameter alpha= 0.72 c= N.A.= Ase'fy /(a•Pm* 12) = c= 1.15 In stress block eSuly depth a= 0.98 In ACk: Dattectionssland X,: Lo Hatgt it> Defi 0 Moment Capacity: fm= 25 psi pfar•1 997.:1111014ctloff.2 1i1f1 a' wC R•Lo•0c ^3.2 •Ic•Lo ^2 +Lo^ 3)/(24•Ec•Ig)• 1728/ 1000F1xdtyMcr ^2)/(610• Ec•Ig)• 1728. 1 1 en .( wn Lo/( 24 Ec la) Qc^ 3- 2 Ic Lo^ 2+ Lo^ 3)) 1. 73- FidlyMn/( 6• Ec •la1c)•(1c ^2- Qc.Lo) ^2)•Qc-Lo)•1 MuF . - Flxfty(WIc ^2 /B) /1000•(1- Lopc)•12. Mue = (Pul'e /12)'Lo /Ic Muw = (wu'Lo'(lc -Lo) /2/1000'12) or Muo= Mu = Muw + Muss - Mu DCL MasonrySlenderWa112000 -area separation wall 0A kip-in 0.0 Idp-h 47.31dp -h 62 kip-In '• : 1.4:kip..ft; Mn =( Ase •fy)•(d - Ase ' fy /(2'0.85'12'1c)) = (Ase ' ty)'(d - a/2)1 Moment Restraint assumed 0 Base = L/231 0.0 k•ft 0.0 k•ft 1.2 k -ft 3.9 k -ft 5.1 loft < ? Rb @ x =0 Rbu @ x =0 I Rein( Area = A 0.19 sgin /ft (Pu+(As'fy)) /fy= Ase = 0.25 sgin /ft Page 2 0.04fm= 60 psi 1 »> OK! «< 50% p, balanced_ fr = Ec = Ig = L /143 Icr = 145 in ^4 for =nAsecd -c )n 2 +bc n 3/3 914.8;' .....:. : ..... :..::.:. Mcr = Mcr = WcR= Acs= Acrss = Wn= 1 er1= 3.81 in Art Door /Panel Mass Ratio : Step Loading Analysis (factored) for Mu Seismic Loacing 0 x.Lo (Ignored for whd) Wu0 wul wu2 R8u Mu n:= 9Mn = Mn= M 0.51 kif 0.71 kif 0.53%max 0.155 ksi 1125 ksi 443 in ^4 18.01 kip-In '.fr•Qg) /(1 /2) 1.50 kip -ft .Mcr•8pc^2•1000 18 plf 0.37 in 0.37 In .Mn•8/Ic ^2•1000/12 78 pif Includes BASE FIXITY 4.93 in 36 plf 39 plf 16 plf 555 p1f 47.3 kip-h Q klp. 63.6 kip -In 79.5 kip-In 0.00 kip -ft 13% IIF All Output Checks "OK" use # 5 Current Input provides exactly » »> 6.00 # 5 ars in pier width= _ 20" sheet 2 of 2 = Service Rxn at Slab /ft = Factored Rxn at Slab /ft »> OKI «< fr =N •SQRT(fb) < =235 PSI Ec = 750(f'm) Ig =bh ^3/12, b =12" »> OK! «< 0.77 in 07/05/2000 7:23 PM M So 120.00 IN I Vertical EF 2 ~ W: U Q N CO W co w c Z Z D ; . W ui o O N o �. W � LL H: - • Z w O Z wool DCI'ENG11'.TEERS E D'AMATO CONVERSANO INC. Piuject No. 9'4 ?Zy Project r Subject S��SMrc. Lo ADS V `i/ FUT0 2 oP EIVIN G5 Sheet No. PI 5 l Date y'v By ) -ou V r ■ 4 eurLvut *.) t» AS'1 I C ? ` ! `� 2o 3 x I S I X 2 y- c 1 4- (01 t 3.� 4 3S � I + 141 + 2%-k- 4 1 17 Lf • 2 ,1 3 IcLF. qvc.. 11 Fr 34' 49 7. Gt.( 4 1 'ir- k = l Z ( L) Pi _ k / 4 leg- Few 90 ✓ y /, TV (t1' 1 4 0032_ o. f /, Z.1 7.6S pr.: z o,-//y- 2,817 7,0 lo,c 15, q o,i3 L 0,&.-- --L.4._ Z.I _ ..._7 —3c 0,3 ' 9. ( 4' 37.7 9 I4- 1.5 4 . i ,. 2 ?) 1 L 6,r6 3d! 12,'j 3) 44, . sc,,3 zy a, So . / S - - . . 7 4. )' 6. /, 17— 47- / 3 ' 0.4z 2.J'3 ) t. 3 7•/3 4Z_; '6 .g' /, S / 2 7 S/ /2 7j 40 - ,o 0,24 1.1 2.75 q,I 7 ' /#7 h a d y, 0 /0, lt; ? -- -S,66 /O) . 2c0 k _ c L wI tit mxX u,s. ' C I vkd v o in, S.- s . L n Pier L Height Rigidity Pier Shear shear stress .SAM i (2E JF d h h/d R %V V 1.5V v M MNd v allow As required qty of #5 (k) (k) (psi) (k -ft) (psi) (inch ^2) 3 12 4.00 0.13 0.01 1.49 2.24 8.16 18 4.00 35 0.14 1 6 12 2.00 0.71 0.03 8.08 12.12 22.07 97 2.00 35 0.34 2 3 12 4.00 0.13 0.01 1.49 2.24 8.16 18 4.00 35 0.14 1 35 12 0.34 9.44 0.37 106.80 160.21 50.03 1282 0.34 c" 47. 6 3 0.69 3 14 12 0.86 3.11 0.12 35.19 52.78 41.20 422 0.86 41 0.59 2 24 12 0.50 6.15 0.24 69.58 104.37 , 47.53) 835 0.50 45) n 0.66 3 13 12 0.92 2.83 0.11 32.02 48.03 40.38 384 0.92 40 , 0.58 2 3 12 4.00 0.13 0.01 1.49 2.24 8.16 18 4.00 35 0.14 1 8 12 1.50 1.27 0.05 14.37 21.55 29.44 172 1.50 35 0.44 2 4 12 3.00 0.28 0.01 3.17 4.75 12.98 38 3.00 35 0.21 1 7 12 1.71 1.00 0.04 11.31 16.97 26.50 136 1.71 35 0.40 2 ry ..,.., .n.... ... , >..., 285 Kips 1500 ` psi /, Relative 1 of 1 Masonry-area separation wall - shear stress analysis Wall at Grid tii F Casoc . u s CM N CAN C411,11 567 SM rc, w/o 12.0 I 2 , , R 6 0% pr` C'M G ( / 2. O L o /ft AN t- ? PEi j/ • t_• V . s t. c, 4tt 10 4 1 -Y S W f a 5-u /)CIO :i •i, atift 7 Nl 1 I " Apr) 07/06/2000 12:58 PM 506 (q{ out 2 5 T✓Cdc 5 F 4 ct)AJi7 571 Sf 1e/0 /161/N/= A] es) r 70,• A t v P < 0! I tir,..:n4i... + altii1 DCI•ENG1NEERS 11 D'AMATO CONVERSANO INC. Pruject No. 9 5 22 1 / 4 -1- Project ./6,- , c. v e Subject tvALL.s - RelNr Sheet No. MS3 Date 7_ s_ -0J By M ✓�� USIA - So Ni ft w A-L S et 03L zl 06 . sM,a = . ® 001 , e 7. I- = a,06 ti ir z � 'IN /'� yc. 4 D� Z6 ' G /� v li 5" \I t &J' 2- c ÷ Z I 1 (k)..5" 'r @ '13 H S o.oiz 7d � 0 ,ae Z (42� Z ✓ 29c 0,0007 - N A..4 Y t C a 4- . c F. USe-D fpr 14 1-1-e-1414- L o T� a F H-L= 2 c( -. I' DCIENG1i'1EERS D'AMATO CONVERSANO INC. P ruject No. 'MV 2c Project y^A1.1 Subject met �Ni.t SE IS c. Sheet No. 04S (-� Date 7- v By tfai,fiA t4 r lip! L.C5 C' +6" MA-y... . 1 )< U - / '3 5 3 .5A e M44 ckQ AW V - 1 ' 1 14 11 ► 3; 11- r • - / / go F- z , 5 e J= 3 - 5 � 11 0 cw\LA Y',e 1. s (7 )) - I ?S t ©1G Anchor Diameter in. (mm) Embedment Depth in. (mm) Distance from Edge Tensions Tension Ib (kN)' 3 /4 Shear Ib (kN)'__./ Shear Ib (kN' in. (mm) Ib (kN) HIT or HAS STD HASSuper HAS SS (304SS) 3 /e (9.5) 3 ( 88.9) 4 (101.6) 1550 (6.9) 1090 ( 4.8) 2345 (10.4) 1875 ( 8.3) >12 (304.8) 8) � �/ , �." 1•• 108) 4 (101.6) 1785 (7.9) (108) 18.6) 2020 ( 9.0) 2020 ( 9.0) >12 (304.8) 4170 (18.5) 3335 (14.8) 5 /e (15.9) 5 (127) 4 (101.6) 2265 (10.1) 2020 ( 9.0) 2020 ( 9.0) 2020 ( 9.0) >12 (304.8) 3025 (13.5) 5625 (25.0) 5215 (23.2) 3 /4 (19.1) 6 (168.3) 4 (101.6) 3740 (16.6) 2020 ( 9.0) 2020 ( 9.0) 2020 ( 9.0) >12 (304.8) 4355 (19.4) 5625 (25.0) 5625 (25.0) Anchor Diameter in. (mm) Embedment Depth in. (mm) Distance from Edge in. (mm) '/z Tension Ib (kN)' 3 /4 = Shear Ib (kN' (9.5) HIT or HAS STD HAS Super HAS SS(304SS) HIT or HAS STD HAS Super HASSS(304SS) 3/e (9.5) 31/2 (88.9) 4 (101.6) 4800 (21.4) 6200 (27.6) 6200 (27.6) 2880 (12.8) 6210 (27.6) 4970 (22.1) >12 (304.8) 1 / 2 (12.7) 4 (108) 4 (101.6) (31 7140 (31.8) 7140 (31 5125 (22 8075 (35.9) 8015 (35.9) >12 34 7140 (304.8) 11040 (49.1) 8835 (39.3) 5/e (15.9) 5 (127) 4 (101.6) (40.3) 9060 (40.3) 9060 (40.3) 8010 (35.6) 8075 (35.9) 8075 (35.9) >12 34 9060 (304.8) 17260 (76.8) 13805 (61.4) . 3/4 (19.1) 65 /e (168.3) 4 (101.6) 14970 (66.6) 14970 (66.6) 14970 (66.6) 8075 (35.9) 8075 (35.9) 8075 (35.9) > 12 (304.8) 11530 (51.3) 22500 (100.1) 16800 (75.2) L!2S4 -4 Anchoring Systems Ilowable Loads for Threaded Rods in ed Concrete Masonry Units (ASTM C -90 Block) '•2 ' 3 ' 4 HIT HY 150 Injection Adhesive Anchor HIT HY 150 Ultimate Loads for Threaded Rods in Grout - Filled Concrete Masonry Units (ASTM C -90 Block) 1 ' 2 ' 3 ' 4 1. Values are for lightweight, medium weight or normal weight concrete masonry units conforming to ASTM C90 with 2000 psi grout conforming to ASTM C474. 2. Embedment depth Is measured from the outside face of the concrete masonry unit. 3. Values are for anchors located in the grouted cell. head joint. bed joint, T joint. cross web or any combination of the above. 4. Values for edge distances between 4 inches and 12 inches can be calculated by linear interpolation. 5. Loads are based on the lesser of bond strength, steel strength or base material strength. - 5. Loads are based on the lesser of steel strength or base material strength. Anchor Spacing and Edge Distance Guidelines for Grout - Filled Block Influence of Anchor Spacing and Edge Distance = standard embedment depth Allowable Loads for Attachment of Sill Plates to fc = 2000 PSI Normal Weight Concrete with HIT HY 150 • Anchor Diamenter T. In. (mm) '/2 (12.7) Tension In. (kN) 1200 (5.3) 5 /e (15.9) Allowable Loads r Anchor Diamenler In. (mm) f. 1 /2 (12.7) 5/e (15.9) Embedment Depth in. (mm) 4 (108.0) 5 (127.0) for Attachment of Embedment Depth In. (mm) 4 (108.0) 5 (127.0) Edge Distance in. (mm) 1 3 /4 (44.5) 1 3 /4 (44.5) Sill Plates to ' Edge Distance In. (mm) 1 (44.5) 2 3 /4 (69.9) 1 (44.5) 2 3 /4 (69.9) 1590 (7.1) Tension In. (kN) 1395 (6.2) 1795 (8.0) 1840 (8.2) 1965 (8.7) Shear b (kN) Load Parallel to Edge 1445 (6.4) 1445 (6.4) Load Perpendicular to Edge 400 (1.8) 400 (1.8) 3vV " with HIT HY 150 Shear b (kN) Load Parallel to Edge 1425 ( 6.3) 2085 ( 9.3) 1800 ( 8.0) 3070 (13.7) Load Perpendicular to Edge 560 (2.5) 1110 (4.9) 680 (3.0) 1110 (4.9) Loads l� l a r re T b � a � sed o(n�colnncre(t1eoopr masonry failure. Steel streng h must be checked separately. ��rT.!;it,619,kR. ., 1l`!4rfiw���#hM.h4wv�n 4i"'YTlti Rra Edge Distance for Shear and Tension: Hollow Block and Lightweight Block c, = 12 in. (305mm) minimum from free edge c = 4 in. (102mm) minimum from free edge Anchor Spacing for Shear and Tension: Hollow Block & Lightweight Block s = s = One (1) anchor per cell, or 8 in. (203mm) minimum 69 : Anchor in. 3 /e '/z 5 /e 3 /4 = Size (mm) (9.5) (12.7) (15.8) (19.1) h in. 3 4Y4 5 6'6 t (mm) (90) (110) (125) (170) L!2S4 -4 Anchoring Systems Ilowable Loads for Threaded Rods in ed Concrete Masonry Units (ASTM C -90 Block) '•2 ' 3 ' 4 HIT HY 150 Injection Adhesive Anchor HIT HY 150 Ultimate Loads for Threaded Rods in Grout - Filled Concrete Masonry Units (ASTM C -90 Block) 1 ' 2 ' 3 ' 4 1. Values are for lightweight, medium weight or normal weight concrete masonry units conforming to ASTM C90 with 2000 psi grout conforming to ASTM C474. 2. Embedment depth Is measured from the outside face of the concrete masonry unit. 3. Values are for anchors located in the grouted cell. head joint. bed joint, T joint. cross web or any combination of the above. 4. Values for edge distances between 4 inches and 12 inches can be calculated by linear interpolation. 5. Loads are based on the lesser of bond strength, steel strength or base material strength. - 5. Loads are based on the lesser of steel strength or base material strength. Anchor Spacing and Edge Distance Guidelines for Grout - Filled Block Influence of Anchor Spacing and Edge Distance = standard embedment depth Allowable Loads for Attachment of Sill Plates to fc = 2000 PSI Normal Weight Concrete with HIT HY 150 • Anchor Diamenter T. In. (mm) '/2 (12.7) Tension In. (kN) 1200 (5.3) 5 /e (15.9) Allowable Loads r Anchor Diamenler In. (mm) f. 1 /2 (12.7) 5/e (15.9) Embedment Depth in. (mm) 4 (108.0) 5 (127.0) for Attachment of Embedment Depth In. (mm) 4 (108.0) 5 (127.0) Edge Distance in. (mm) 1 3 /4 (44.5) 1 3 /4 (44.5) Sill Plates to ' Edge Distance In. (mm) 1 (44.5) 2 3 /4 (69.9) 1 (44.5) 2 3 /4 (69.9) 1590 (7.1) Tension In. (kN) 1395 (6.2) 1795 (8.0) 1840 (8.2) 1965 (8.7) Shear b (kN) Load Parallel to Edge 1445 (6.4) 1445 (6.4) Load Perpendicular to Edge 400 (1.8) 400 (1.8) 3vV " with HIT HY 150 Shear b (kN) Load Parallel to Edge 1425 ( 6.3) 2085 ( 9.3) 1800 ( 8.0) 3070 (13.7) Load Perpendicular to Edge 560 (2.5) 1110 (4.9) 680 (3.0) 1110 (4.9) Loads l� l a r re T b � a � sed o(n�colnncre(t1eoopr masonry failure. Steel streng h must be checked separately. ��rT.!;it,619,kR. ., 1l`!4rfiw���#hM.h4wv�n 4i"'YTlti Rra Edge Distance for Shear and Tension: Hollow Block and Lightweight Block c, = 12 in. (305mm) minimum from free edge c = 4 in. (102mm) minimum from free edge Anchor Spacing for Shear and Tension: Hollow Block & Lightweight Block s = s = One (1) anchor per cell, or 8 in. (203mm) minimum 69 : DCFENG1NEERS E D'AMATO CONVERSANO INC. Project No. 94111- Project FATI Tt Subject V■A fs " SC-: mi c_ Sheet No. Date _7- - - •-) • By Ytk S+A&. x x (e2_ CM i kAi AAA, 4\r- (a t(-- - so p 1-4 - 34 4 ! 4, y 6 oob ctit. u ss (3k 9 -.(\Ar) 3 2 2 ‘ t0 I J `'cb c o ,C _ M N .• TABLE 21-E-2-- OWABLE TENSION, BOLTS FOR CLAY M55-A FOR EMBEDDED ANCHOR MASONRY, poundst - ' ANCHOR BOLT DIAMETER (inches) 25.4 for mm 2 V • 7/ / 4 / 8 11 I 1,4 . ... , _ _ x .4.45 for N .:-.. . . --- --.. - ---- - 5650. I 7160 - - 1 Values are for bolts of at least A 307 quality Bolts shall be those specified in Section 2106.214.1. . . 2 Values shown are for Work with or without special inspection. TABLE 21-F-- ALLOWABL - • • • BOLTS FOR CLAY AND C 62 OR EMBEDDED ANCHOR. MASONRY, pounds x4.45 for N 1500 1800 2000 2500 3000 4000 5000 6000 ANCHOR BOLT DIAMETER (inches) x 254 for min 480 480 480 480 - 7 480 480 480 480 850 850 850 456 850 850 850 850 1330 C 1330 1330 1330 1330 1330 1330 1330 1780 1860 1900 1900 1900 1900 1900 1900 1920 2010 2060 2180 2280 2450 2590 2600 2050 2150 2200 2330 2440 2620 2770 2900 2170 2280 2340 2470 2590 2780 2940 3080 1 Values are for bolts of at least A 307 quality. Bolts shall be those specified in Section 21062.14.1. 2 Values shown are for work with or without special inspection. DCI ENGINEERS IN D'AMATO CONVERSANO INC. P ruject No. 912 7 (-{ Project _FA1 1Gue - Subject in? kN! — CIS M IL Sheet No. PICA Date "7-6 -ov By MOB AD CM L& AC -tk.. C= a .5 r y - 14 ,, 1 - .c / �,;, rr, !)-'L (Z ,) (, 1) (") 6 y) _ 33, � ) Va. C.vNrJ 1`'o EMS. &V) q Q 4- /i N c(4/ x g " � k > I ct ,ta 6)t4- • f 7 L.' tool 1(0 try r ME-2:? ArJ 3 ' (-2 ! 601/11 r w f2/ - fg leN- • ‘..••••■■•••■■•••••••■•••••• /C,M _L 17,1__ / (ot., pat z ---7 rcm AM. It 1 5Tvos alt"i ,-.< / ' / (1)t . C . s" vat,n(6,,uul x 3=6'; Crit.1 WAti. 7 Veltr V2-6 pax_ S. c tt4u. -L51z- ME.1.)? ptAAJ, RE/kr- 1204Fe wcutsneAa-Vitice wo"" PAY".4.1Y ''c4...2_ ia.odpi.erz..,i'a pi 5Wirpt.icat 02 eatilkA-c-svir DCI.ENGL•TEERS D'AMATO CONVERSANO INC. Project No. // 2-2 Sheet No. YAS7 P roject '04(T(C.v Lie Date 7 — Subject 1.4 - By 1 Ot.• tool 1(0 try r ME-2:? ArJ 3 ' (-2 ! 601/11 r w f2/ - fg leN- • ‘..••••■■•••■■•••••••■•••••• /C,M _L 17,1__ / (ot., pat z ---7 rcm AM. It 1 5Tvos alt"i ,-.< / ' / (1)t . C . s" vat,n(6,,uul x 3=6'; Crit.1 WAti. 7 Veltr V2-6 pax_ S. c tt4u. -L51z- ME.1.)? ptAAJ, RE/kr- 1204Fe wcutsneAa-Vitice wo"" PAY".4.1Y ''c4...2_ ia.odpi.erz..,i'a pi 5Wirpt.icat 02 eatilkA-c-svir poo L. -2 pip. Rao' .Toqs( Zo 006 ,is-) � � = 4 /50 f2 4 ( 2ov e Joy sit 1 3, G.• t4.e.. 3 2 L / - /2 C & o ue.fL L 12. (6.3f: 21 ? oQ o - 25 1)10 DCLENGINEERS E D'AMATO CONVERSANO INC. 1 - Tru j eet No. Project it Subject 7 200- 4. M Sheet No. 6=, Date -2 . I V . . By /o — 1 p: 0(.0 • I Y A n - 3S V G )Ysa— 3c, C3 sP yz k 4 n 27 t tat _�_ �� e : 1 - )( �s)� io� M T t ? 2 . /5 5 k DCI ENG114EERS D'AMATO CONVERSANO INC. P►t,ect 99221( Sheet No. 632 Project -1 Date /7/� Subject 2 u of 'FA A. By e BwTA W1447_, S (4 ; 2,e Li," 1 • � 16;1 G. 11 i b ' k cwt '-G cd____y<Az. l?: ) is-1.2. Crz)(rCOO�_ 5 - -5 o' 0,- 1 2" o o•tea CYL)(too t i l = f .2 & (9, ) ^ / Si.L 4 e • e - /a %o 4 C/G,z�} ('.772)((125') (.3 (7 1— (94) 9 ( yap i cr-c ( .1 Ow MN L ( I'/30 4 ►2.00 b n Z L = Oats() f- /200) ( 6 `c 411 . : 3 'F= l° (y s) (T +=1 9& C L c,e„, -t om ..(4.(C2 LASS -fir - c,yoi o.Q 6e4,-.1.-0 �16 � fv�� 2r7oL( ?2 ( 3 L 3v� - `f( /uh � (0 7 /�� lN!Z Lk. 10.6'04 • I4 DCIENGII4EERS D ' A M A T O C O N V E R S A N O INC. P ru j ect No. 44ZzV Project Pu4ij" Subject 0.0f e , Sheet No. Date 74 By 75 2 0 ) Y tL 7S , � / ,� /, 3w 7 /.a I 'g . " r 5 2 <z7 . 9y 1. ! �s 7 ps /60 P%•o-e_ Ts 2 0-yr i Z X 7 Z S' = /77 C : 73 0.5' e / -o DCLENG1NEERS IN D 'AMATO CONVERSANO INC. r t,. No. 6- 1oV2'i Project Subject G g u v" Sheet No. L Date By ?� z 7/6 2 s-7) 4S? f C - r ?) = 33S � — - L (,l,7oti (R.G7') 2V (29, Dot-, (/. 3 / �Z�_ 13.51` ( yl_g.i7)9 /724 Joist Designation 24LH03 24LH04 24LH05 24LH06 24LH07 24LH08 24LH09 24LH10 24LH11 Approx. Wt. in Lbs. per Linear Ft. (Joists Only) 11 12 13 16 17 18 21 23 25 Depth n Inches 24 24 24 24 24 24 24 24 24 SAFE LOAD' in lbs. Between CLEAR SPAN IN FEET 28-32 11500 14100 15100 20300 22300 23800 28000 29600 31200 ** 33 342 2 419 288 449 308 604 411 665 452 707 480 832 562 882 596 927 624 41 337 219 448 289 505 326 540 348 667 428 466 780 498 '857 545 895 569 34 339 226 398 265 446 297 579 382 638 421 677 447 808 530 856 559 900 588 42 "Tr.K10 .. - •ii i- 429 270 484 305 517 325 639 400 439 762 475 837 520 874 543 35 r 338; 379 246 440 285 555 356 613 393 649 416 785 501 832 528 875 555 43 '� 412 253 464 285 496 305 612 375 414 736 448 818 496 854 518 36 A : y -1 • 360 227 419 264 530 331 588 367 622 388 764 460 809 500 851 525 44 A•� 395 238 445 267 475 285 586 351 388 711 423 800 476 835 495 37 ' 37J293 343 210 399 244 504 306 565 343 597 362 731 424 788 474 829 498 45 - :: :i :_•, 379 223 427 251 456 268 563 329 364 682 397 782 454 816 472 38 39 - r:.r 327 .K 195 ' i •-• 380 363 226 210 480 457 284 263 541 516 320 297 572 545 338 314 696 663 393 363 768 737 439 406 807 787 472 449 46 47 YJ •,• -, ti • "Ii.a `IV.. '4 : • •` 1 •.1•__ . •ra 410 • 236 438 252 540 309 342 - 655 373 766 435 •': 799 - 452 40 F - ?- • 1 { i : + t.• • 437 245 491 276 520 292 632 337 702 378 768 418 48 . 1,7 - 1. . k.":<.' I, ' :.. ;: 379 209 403 222 499 274 303 605 331 709 383 766 415 41 , ^ ` < < ; ' 417 228 468 257 497 272 602 313 668 351 734 388 49 i , ; s : -. =�. 19 38 • • 481 258 2: 58 31 68- 361 751 396 • 42 . : _ ' ' . f • , ` . , re 1 ; 399 211 446 239 475 254 574 292 637 326 701 361 50 1 43 44 rte" ; - 22 - ; V r 1 1= ' ' - .. • . t - i • 1 ' :1: i 50' 381 364 197 184 426 407 223 208 455 435 238 222 548 524 272 254 608 582 304 285 671 642 337 315 51 52 ..--, (..- _,g ^ ` '1 L. : '< 1 E " �•t l• .'sC`:ee+fl 339 327 176 166 357 344 185 175 446 430 228 216 255 241 540 521 278 263 632 609 321 303 694 668 352 332 I 45 215 ,.r .t �: • . :141 Nit 389 195 417 208 501 238 556 266 616 294 53 •.y , r 28 ~ 316 158 331 165 415 204 228 502 249 587 285 643 314 I 46 47 48 3207. •: 1,191 O � 231 • ' ' " , . ,. • ' _.. q8• .J ;1 > t • ' ,.334 ' < +1 ,. . . -. :. . - +, 373 357 343 182 171 161 400 384 369 196 184 173 480 460 441 223 209 196 533 511 490 249 234 220 590 567 544 276 259 243 54 55 56 y^g g, ,.il`I % ` ' ' ,: �i•- ' :" • <r - - :-•: t 20 •< . ': ,, • 1� •• , tr77. r: g- ., _, ..•��• , 1 401 387 374 193 183 173 215 204 193 485 468 453 236 223 212 566 546 527 270 256 243 620 598 577 297 281 266 28LH05 28LH06 28LH07 28LH08 28LH09 28LH10 28LH11 28U-112 28LH13 13 16 17 18 21 23 25 27 30 28 28 28 28 28 28 28 28 28 •I 14000 18600 21000 22500 27700 30300 32500 35700 37200 ••:,•,;./'- . i✓.._ . � I ;• 352 186 371 196 463 243 269 561 294 656 340 722 373 dill147-481 49 150 51 52 53 54 56 57 58 59 60 161 62 63 64 32LH06 32LH07 32LH08 32LH09 32LH10 32LH11 32LH12 32LH13 32LH14 32LH15 14 16 17 21 21 24 27 30 33 35 Pi Ai Pi R! FJ AJ FJ F! F1 Pi 16700 18800 20400 25600 28300 31000 36400 40600 41800 43200 = <: • ,��x 411 255 516 319 571 352 625 385 734 450 817 500 843 515 870 532 z. tri '8E1 ,., moo. 4.5`4"` .• 1 N N co V V st ��t %" " p 397 242 498 302 550 332 602 363 712 428 801 480 826 495 853 511 1. r ~ t ' 383 229 480 285 531 315 580 343 688 406 785 461 810 476 837 492 1 4 , Y 369 216 463 270 512 297 560 325 664 384 771 444 795 458 821 473 ,,. r '. 357 205 447 256 495 282 541 308 641 364 742 420 780 440 805 454 ` 1 s , <� . = `- ri 345 <ft 194 i. .: 432 418 243 230 478 462 267 254 522 505 292 277 619 598 345 327 715 690 397 376 766 738 417 395 791 776 438 422 ` • -. • : <_i . rl. , 404 219 445 240 488 263 578 311 666 354 713 374 763 407 T i -. 'r. r 391 208 430 228 473 251 559 295 643 336 688 355 750 393 r `k ' 4 . . i : •� •'-' -, • 379 198 416 217 458 239 541 281 621 319 665 337 725 374 -i 234; L 227 -220 1214: • 208 1 19' 114 .108' 104 • 99 ?,G,. 262 ,254 f`247. c240 233. ; ::W i11 133; 1?7, 1 �> = --° X284; ;275; 267.259 , 252 . 367 356;X345 •335 .t -K15_ 189 • 180- 172; !i : 4;"+ 6T; ? 49; 402 =389'.376'. i • 206 ;1981 e 88; 7 1714. : - 18k 443 429: 416: 403: ' X378' 227 :216 -1:. 9 1 7 i.. 524 ';508 {;492. • 477' (' « 44 267 • -• - ; • ; t ' .-: ' • { r, k t . 600 `'58t '' -rl' :. 304 •281 t, I-- - , -r?T � i _ :. F 643. ;.:1+ I.:: - ;;': ,, 321 304 =' 1 � -•a • d, _: •-.,..'. „r -• 701 , 678: • 355 338: -- • 42-46 47-56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 72 36LH07 36LH08 36LH09 36LH10 36LH11 36LH12 36LF113 36LH14 36LH15 16 18 21 21 23 25 30 36 36 16800 18500 23700 26100 28500 34100 40100 44200 46600 O O O S O S f� to N t� c tNp N p � V V 8 8 `O fD `D 8 8 8 8 16800- 292 - . 1 1 + , 23700 � , 26100 454 273 28500 495 297 34100 593 354 40100 697 44200 768 456 46600 809 480 ; : <. t ,. "".A . ; .,� %r.. , 440 260 480 283 575 338 675 395 755 434 795 464 ." 411266, • 1 • / i • < j. ,;:'1 426 248 465 269 557 322 654 376 729 412 781 448 _l 293 t - 74 -2 4 x,413.. *236: 14511 . 1 .,K571 : g540<; r ,634'„ a359� 1 •:' lc !if' 3� ti 1 : X 284. 1 R. • 363• • '401 1 4' 38 ,�+„l48, 523 615596' : 683 • '% '413f X1 251 1 44 .2 -3.23_74 4 '276 ;,268 ;260 4 6 1 ff �' � E • < • 9 ' t + 369: p' - 1!• 3 , • 1 , S L ? 4 1 T . A ' . � ^ i < `F? �" r . v 3�7` ` -- ir�.1+ 661 ' • ' ,� '1•' i 2 , ;, ; sir. -- . l 'i . , •2 0 : 224 21 18 -. 21 207 ,. �1 253 • 246 r 4 :239; r 233` , 34 ' 128 2a 8 � - -' , . <x .c I �` r4_ •rc • ... • • . ; � I < � 4 1, rit . • 7 s328. f 320, i agr': 1 ..1 389` ` t " 1 358 : ' • 4 k„96. t88� •:180 .17 • X 450 7 ,.424; • 41 z ,<.. , 12142 : .•516. ,•502' , •. • . -:•- • ' 251 r ' •l; ♦ • ➢ X551 '' r . :< - I x ,..Y ;;'c • 1 i'•' i': 4 '' ••!: i s . .. ... 1�1' 1` c . .� 9 1 414.11 l x'721 -209 ' 1 K. . , . •,� ra'1 i a e 1 , < c l < • v ' art x ' [� < ,x c 1 s3 ' 6 r . r r ' P,. T 5 � r. •400 78 . ': , 41 5 w4 . • 45 -< 1 --,4. , 4 ? t 1 , y 4 �Y ^lt i ( •i . ; 4. . ! t. • <t .. A a STANDARD LOAD TABL LONGSPAN STEEL JOISTS, LH .RIES Based on a Maximum Allowable Tensile Stress of 30 ksi 1„4 Q� ?2 `/ 45 i Z W re JU U CO CO W W I H W O 22 u. D. a W ZI- I— O Z I- W W O • N 0 I— W ul H U O .. cu Z U= O Z ECONOMICAL JOIST GUIDE Combined K, VS, LH & DLH . as Load Table 112 *11 IS VtHY IMPOHIANE FOR JOIST SPECIFIERS AND EHtC1UHS IU KNUW THAT OSHA IS INTERPRETING 29CFR- 1926.751(c)2 TO MEAN ALL JOIST .. FORTY (40) FEET (12192MN ' LONGER TO REQUIRE A ROW OF BOLTED L:7 BRIDGING TO BE IN PLACE ORE SLACKENING OF HOISTING LINES. fa ^7 V I ;1! �' •t ..l X30 330K1 i:.. 231 iy4 . '4 8 278 .. a f3; �48C}i10y rt335 6 n � 5 •44LH10 /Ii't.370 t 2 1- 16_ 44LF113r, ..403)6A21Zz 36LH10 426 248 20 NO1_`�l iVa 439'i'528,? ]91 36LH11 465 269 23 36LH12 557 322 25 114at11'3 `b88,2 =431 25. 36LH13 654 376 30 LH1 WF.6 E 1x28: 36LH14 729 412 34 28LH45 T 46 : �s 577 2 36LH15 781 448 36 44LH15 y788 = b58 31 _48LH16 .86O x ,665 -. ,.' 32 -- 44LFH16 ., 908��} 64236 48LH17 se ,965, "'744...37 N. 17, ""97644686:z41-4739` 4 .40L.H - � - s X14; 441.H10.-,g-7 358 • :; 248 .. _ ? 17 - 44LH11 +; 388` 268 .:F 18 40L1-110 ; , 389 245 ,x 36LH10 .• 401 225 40LH11 X425 •,% 265 36LH11' ;: 438 "p?.., 246 = "- 23 44LH12 =F 480 • 331;21 40LH12 ;.,''517°• ;323.': =25 44LH13 569 c'.392 •';*' -25 40LH13 610 379 '.29 48LH14 : ; 628.... 472 .: 26 44LH14 ; :c 655.. ,450 • = 29 52DLH14 •736 584, 29 • 44LH15.=•;,, 762 522 31 52DLH15 " 827 '658 • ' 32 Allowable Joist Joist Loads (P19 Weight 1 \7e Total Live (IbsJlt.) 1 0: ,a _': .� '40LII- 9 ': t� 348 15, .• 8 d4LF 10 tir 353 "'240 ;44L}11 i `381' y260 :491.4.1383.. "Yr '- 1s6 +;'P 215 1 "41 ,`- "OO21 36L� ,• 4 23' Z4 47 •32 r .40 1 509 -i:(4413 50- 25), 40L}1113 •„ .600? 361 28 52DLy13= 634,506,41 -i26 44L1314-645=,-435;29 52DLH14, V 565{ L 29 44LH15 #0 31 52DLH15 }814_ ; 4LH 816.: `819 ;s603J. 'j . 33' X4E816 865 +'582 :37 '52DLH16 8764 - 4 ' 35 :48 �- 11..7 8919' 674=` "38' ''.44LH17,...,.. 929.622 Y 401 1 :,5 . 2D1N� Tit 010.809 I $ _ 402 70LH 2 6 1 1 'kl,i 1 6 0 .,: ; 1 5. '461:1-1 31 ...4232 15 '40LH 9 - .V•34 44LH10 +: -'_- 17 .4411-H1� { -3 5'"'252 3 -x18 , ,x 230 19 3811110 � = 78 2Q6.W021.�• 40LH11 12;'tc249 "'-::x'21' A8LH1 I4 30 "314. 19. 41 12 '3� 22� 1361}112„, , 93 z , 2¢725. "44 ... 13..368i725 40LH13�` 591 3 355 r28 •52DLH13 ��'624 R •�490 X26 :44LH14 '''�' 635 .422: .L ' 29 .52DLH14.. ; 713;: ' •29� • LH15 41738y490 x`31= 3 2. 8LH16 =- 8061'4' t , :1.534' '52DLH16 s ;-!..: 864 ,,�.; 686 t 35 48LH17 ' 905 44LH17,•.:. 914 :: 602 ;. 43 52DLH17 ..994:. 783 _ 40 40L1:18,-; T ,257_ • :155' ,; '48LH10' ; 309 - - - 225: 15' 44LH10 ' . 342 226 : ' `' 17 44LH11 370 244 ' 18 40LH10 371 `; 223 -, 19 40LH11 . 405 241 . 21 48LH12. 424 305 . 20 44LH12 . 458 301 „ 23 36LH12 478 255 ..; 25 40LH12 '493 294 •. 25 52DLH12 506 • , 392 , 22 40 /1,8.,. '&254, 1 'ggl - 416 .„44LF),10 441.H1 —� 40 f2 ;52DLH12 =44 13` s. i �tf= ;400,10 36 L a: '401111 399 w t;f . r �a48LH1 rt 417 ` i A . y44L { fi, i w L F � 25 498 38o z3� 635'. -r 6 52DL}•,i.13. 605.'`. 48 ` ., .2 44LH14.T, ' 615 •; . "3.1' e52DL'H 4 691 515 ; � --- : .. :qtr - - 44L � H1 5 } y;716- x 46. .a. 3i 40L1j15 '734 ;j • 52DL 815 - 777 1 34: 1480 18,,_ 781 548 • ;4-• 35` 5 = 838 ' • M 37, ' 4 4 . L 17?� . 886, • y 666 x. 43` _4 4LH 0 8 9 a• ,no-- 2 4 74 ` ' X15 4 ?,-.� X300 1> 3.T` ,16: '4OLH9' x3 .OAC. • a8, '44LH10 '332 212 '1 44LH11 ` x ` 359 230 - to.; 1561:10 422 '36320 44LH12;•.. 444283A. X23 - .36LH12a.;- *_.:450` ? x95 ,40LH12: X273 25 ;52DL912,V49.1 369 .. 23 44LH13' .527 - 336'r 26• r 481:1 - 114 7 .1.4:56' � 404: ~,••4,2Z 5 596' ,.447 Z T27-. ' 44LH14 W7, 606 385 ' w 30 A0LH14 638; . 367 �- 34: 48L. 668,'. 462 ; 3 1- 52DLH14"u681 ' 99 - - 31, , 44LH15 705 47 : 31r 404115 • ;' 712 0 8 - 36, 52DLH15' w.765.., :; 4 747...t.,34; 4 48LH16 ,,. 770: 533 - 4 -•,,35 52DLH16=: ` :626 ; 37 48LH17`, 864 s 596 T.;,� 40 44LH17 873 , 549 y Z 52DLH17 950 715 s , 5.40 40LH 8 . 241 T:138 ° X15 44LH 9 296 ;,.• 187 = 40LH9 .315 180 '`. 18 44LH10 . 327 - 206 ;Lf18 56DLH11 415 352 -^ 20 44LH12 437, 275. - ' •' 23 40LH12 - 459 - 261.Y 25 44LH13 519;: :7328. -F' 26 52 01 'AGULr 14 ' Ox.� 44LH15ri1a67 ` u +. 16 Ain . 054 "48LH16t;�t736µ 48LIitj4B 44u , 609 :55DLH17; - 90 52b j70014 • V.1,7 909 X 854 744 'L 1 Z W 00 W= H WO N g Q = • O ▪ W Z = W O W U � • (n 0 I- W W H • 0 O Cu U= O~ Z ..... _ — _._..._ --- .... -- - - --- .._...._._,...., ,.1 36—Allowable Total (DL +LL) Uniform Load (psf) _ .. ___.... - -- .._._------- ...._.. C ondition t3sug 1 1" ' Span ir.. 10 :.' r _ 50 ..,. 5'67 ;1. 6'0. I i =. - . , TO', —;, T- 6".: • 8'0" 8'6" . ,. 9 0" . ' 9'6" .. 22 Stress 109 90 76 65 56 49 43 38 34 30 27 853 929 Deflection 93 70 54 42 34 28 23 19 16 14 12 1443 20 Stress 143 118 99 85 73 64 56 49 44 40 36 Single 16 Deflection 115 87 67 53 42 34 28 23 20 17 14 Span 18 Stress 195 • 161 136 115 100 87 76 68 60 54 49 Deflection 158 119 92 72 58 47 39 32 27 23 20 16 Stress 247 205 172 146 126 110 97 86 76 69 62 Deflection 199 149 115 90 72 59 49 40 34 29 25 22 Stress 119 98 82 _ 70 60 53 46 41 • 37 33 30 Deflection 119 98 82 70 60 53 46 41 37 33 28 20 Stress 150 124 104 89 76 66 58 52 46 41 37 Double Deflection 150 124 104 89 76 66 58 52 46 41 Span 18 Stress 204 169 142 121 104 91 80 71 63 57 51 Deflection 204 169 142 121 104 91 80 71 63 56 48 16 Stress 252 209 175 149 129 112 .99 87 78 70 Deflection 252 209 175 149 129 112 99 87 78 70 60 22 Stress 148 122 103 88 76 66 58 51 46 41 37 Deflection 148 122 102 80 64 52 43 36 30 26 22 20 Stress 187 155 130 111 95 83 73 65 58 52 47 Trip el Deflection 187 155 126 99 79 65 53 44 37 32 U 18 Stress 255 211 177 151 130 113 100 88 79 71 mit Deflection 255 ' 211 173 136 109 89 73 61 51 44 W - 16 Stress 315 261 219 187 161 140 123 109 97 87 Deflection 315 261 217 171 137 111 92 76 64 55 47 - ` B -38 "- Allowable ReacBons(pff1;4;: ;=4* , ' _ Bearing Length TO _" e ., t3sug 1 1" ' I 1:1/2" I r:: 1/2`.IW3"." I31/Z' I 4 ".," 22 416 468 520 572 625 677 729 2.04 1007 1103' 1213 1363 1513 1663 1813 20 700 776 853 929 1005 1082 1158 1495 1617 1739 1897 2088 2280 2472 18 1443 1568 1693 1818 1943 2068 2193 2734 2909 3084 3258 3436 3710 3985 16 2434 2608 2782 2957 3131 3305 3480 4350 4806 5034 5262 5490 5786 B 36—Section P es - �..�.. • - —Weight-. ,•u .,l T 1.44: •0T ttf.• L,..; . .. (psf) - .- (In4) ' . :• :.(In3) -• (In3) • 22 1.68 0.178 0.180 0.195 20 2.04 0.220 0.235 0.246 18 2.70 0.302 0.321 0.336 • 16 3.36 0.379 0.407 0.415 BHP Stool Building Products USA Inc. 1. The top value reflects the allowable reaction at the panel end supports. 2. The bottom value reflects the allowable reaction at the Interior supports. 3. Values are in pounds per linear foot. - 1. Stress based on allowable flexural stress of 22.8 ksi. 3. Adequate bearing must be provided. 2. Deflection based on maximum deflection of L/240. 4. See page 29 for General Notes. 1 3/4" 0 4 Welds • 7 Welds 36" B -36 Roof Deck 23/8" 3 5/8" 6" The B -36 profile has been "enhanced" via physical testing to give you the highest dia- phragm shear values of any of our prior B- series profiles. These values are also among the highest in the industry. Nestable sidelap condition available; coverage equals 35 1/4 ". 1. Section properties are based on minimum 38 ksi steel (Fy). 3 Gage Gage I Span 5' -0" 5' -6" 6'-0" 6'-6" 7'4' 7'-6" 8'-0" 8'-6" 9'4" 9'-6" 10'4" 00) 22 s 114 94 79 67 58 51 44 39 .235 .248 18 2.8 2.9 .302 92 69 53 42 34 27 22 19 20 s 143 118 99 85 73 64 56 49 44 Simple A 113 85 66 52 41 34 28 23 19 Span 18 s 196 162 136 116 100 87 76 68 60 54 49 A 159 119 92 72 58 47 39 32 27 23 20 16 s 250 207 174 148 127 111 98 86 77 69 62 0 198 149 115 90 72 59 48 40 34 29 25 22 s o — 120 99 — 84 — 71 — 61 — 54 — 47 — 42 — 37 — 20 s 151 125 105 89 77 67 59 52 47 42 38 Two o — — 100 — — — — — 47 40 34 Spans 18 s 204 168 141 121 104 91 80 70 63 56 51 o — — — — — — — — — 56 48 16 s o 254 — 210 — 176 — 150 — 129 — 113 — 99 — 88 — 78 — 70 70 63 60 22 s 150 124 105 89 77 67 59 52 46 0 — — 100 • 79 63 51 42 35 30 20 s 188 156 131 112 96 84 74 65 58 52 47 ' Three or p — — 124 97 78 63 52 44 37 31 27•. More Spans 18 s A 255 — 210 • — 177 173 151 136 130 109 113 89 99 73 88 61 79 51 71 44 64 37 16 s 317 262 220 188 162 141 124 110 98 88 79 O — — 216 170 136 111 91 76 64 54 47 Gage Weight (Lbs. /Sq. Ft.) I +S —S Prime 2000 4000 .60 .99 .92 Painted Galvanized (In (In 00) 22 1.8 1.9 .175 .187 .198 20 2.2 2.3 .216 .235 .248 18 2.8 2.9 .302 .322 .335 16 3.4 3.5 .377 .411 .417 Absorption Coefficients Noise Reduction Coefficient 125 250 500 1000 2000 4000 .60 .99 .92 .79 .43 .23 .80 r Type HSB-36 r High Shear B Deck -36" Wide Verco's New Standard 8 Deck Higher lateral Toad capacity 6' 1 y , 2I /: 3'/? LJ 1r /=" Standard button punch Overlapping side lap available side lap 24" or 30" wide — special order VERTICAL LOADS (Lbs. /Sq. Ft.) HSB - 36 and HSB - 36 WITH SHEARTRANZ® See page 14, item 1 on how to use this table. VERCO MANUFACTURING CO. Vertical Webs Perforated With Yu" Diameter Holes Staggered me. C/C Insulation. Strips In Low Rutes Field Installed NRC Determined By Tests In Accordance With ASTM Designation C423 Conducted By Riverbank Acoustical Laboratories. Perforations do not significantly affect Properties or Shear Values. FACTORY MUTUAL APPROVED: STEEL ROOF DECKS, Class 1 Fire and 460 or 190 Windstorm Rated (Minimum) Factory Mutual Approved Spans for HSB Roof Deck Gage 22 20 18 Span* 6' -1" 6' -7" 7' -9" 'Factory Mutual will allow these calculated spans to be extended by a maximum of 6 inches (152 mm), but only to satisfy valid column spac- ing requirements that could not otherwise be met. Whenever this exten- sion Is allowed, side lap fastening must occur at a maximum of 18 inch (457 mm) intervals Instead of the normally required 3 feet (0.9 m). PRIME PAINTED OR GALVANIZED 3 FRAME MAC file: Roof Girder; Last modified at 11:54:40 AM on Mon, Feb 14, 20u0 Node 1 Elem 1,2 Node 2 0.000 L= 31.Od0 31.000 0.000 W18X40 0.000 -- E= 29040.000 FD1 I FD1 �- 14.000 14.000 1 Distance 0.000 F: kip D: kip /ft M: kip -ft E: ksi 0.000 kip 0.000 14.001 kip - 13.999 144.648 kip -ft 0.000 0.000 inch -1.441 0/61 L L /3 1 L /2 1 2L/3 3L/4 I51Y6 I 1 ft 6.200 12.400 18.600 24.800 31.000 67 DCFENGINEERS IN D'AMATO CONVERSANO INC. r Pro No. ya2:v Project Subject F— Sheet No. 07/a Date G . I f-,; O D By LL= 70 -*ep L.10/ c.7 - 0.c. • �G - 3,2 - o el 14-x X 60 r Ige : /'— G o' c ,. ( » � 'rL O r } 1 42 / - o i 2 1LoGe. L f'GL SPAJ, H /A) 3" Cb-NC. DN 27 et 7Z Tc- 7 (//01.) " 3 2 0 o '1` Uwe 2 9 (44 / 3 • '' So tie / acid o ff g + T s, . w ; f/0 (6.75 Clo5 + 0 + 2 ; 1 67' 4 ) Je /S ?5 (� 7 -G 6. 0 3v -v rev 3u 001) II40Z167r) 3� 4, 2- oI— N " crf DCFENGINEERS E D'AMATO CONVERSANO INC. Project No. g9ziy Project Subject G 1 1.120,0v. Sheet No. G1 Date By ►Bb 'Lt 1 K /8 a. tAAT = 2 1,D r-' k4LQ W ztf k :17"443-54 c h V 4 - • ;0 IN (Iss.- Veos -e4cr, ' r S'y/ 4? ' k/ 2O/3 e :: 4id ( V ef0 4 're e �� = � 62.,5 :z / / w ; ; l.Lc.Q. CA) aY yG 8 w - Gy c►s-r) (L' s GG � ' 3a (go -o w Z CI rt y6 SbM m r 53x) 1Z 4 , s 2Q G 9- 7 kr ,es -1.49t-o4 w^ Z (1V,t) - Zy °° M = 2 21.. - I,� : � 7 7 t.., � t I ALLOWABLE SUPERIMPOSED LOADS (Lbs. /Sq. Ft.), DIAPHR GM SHEAR VALUES (q) (Lbs. /L.F.) AND FLEXIBILITY FACTORS (F) F1� 144 Nome ..M W2 FORMLOK NORMAL WEIGHT CONCRETE (145 pcf) TOTAL H • �•_. GALVANIZED OR PHOSPHATIZED /PAINTED 1 DEPTH j 2 ' 10 Shoring required In shaded areas. y ly "..". Y/. P: RSbWM" r9 1. 0V, Wr r1",. v., 1 ,1w4 .7n^.v;..r�rr..carv,,yrw.a ir. .. .YE)iPQ • 4 WELDS G �Z TOTAL SLAB DEPTH 8 CONCRETE WT. psi DECK GAGE & WT. ps1 4" 36.3 4 42.3 22 1.8 21 2.0 20 2.1 19 2.4 18 2.7 16 3.3 22 1.8 21 2.0 20 2.1 19 2.4 18 2.7 16 3.3 22 1.8 21 2.0 20 2.1 19 2.4 18 2.7 16 3.3 NUMBER OF SPANS q F 1 2 3 F 1 2 3 1 2 3 2 3 F 1 2 3 1 2 3 1 2 3 1 2 3 F 1 2 3 1 2 1 2 3 2 1 2 3 1 2 3 1 2 3 2 7 ' -0" 7'•6' 8' -0" 8' -6' 9' 0" 9'•6" 10'•0' 10'•6" 11' -0" �3.4s��4..M r�t�,�•r 288 257 . 288 257 231 n 4712 2020 1990 1960 1940 1920 1900 1880 1860 1850 .41 .42 .42 .43 .43 .44 .44 .44 .44 > 147 " "131 117 ; 104 93 `I7�a`4ws:131 a lig7117 x r 93 255 255 255 1780 .46 286 286 286 1810 .43 317 317 317 1840 .41 380 380 380 1900 .37 227 204 148X 13 =; 116,1 Y 104` '-. 9 227 204 185 ,.:.,13t ..1,47.11.6.,. 104 »; , i 93:: 1720 1700 1680 1660 1640 1620 .48 .49 .49 .50 .50 .51 1750 .47 255 255 255 1770 .44 282 282 282 1800 .42 339 339 339 1860 .38 SPAN • L=19217,..;i ;::a70,. X151 ,. 135 'r: 121 108 229 207 .r.151� '„135 ' ' 121,7; .. 108. 229 207 188 Z.1354 a`i',• 21 ?' 108 . 1740 1720 1700 1680 1660 " 1640 .45 .46 .46 .47 .47 .48 _ 97 97, 97 : : 1620 .48 .49 252 9 /0►.'!11.I 153x.- 'aar.138 • n _..124 e- o `.112•i `'•••101- 254 229 208 ____ +53=-:L2 ` w ' °* '124'_ = "-= „112. -101: 254 229 208 187 166 1.;; ;L 124:,;. „112.:;.- ;:;101;;; 1770 1740 1720 1690 1670 1650 1640 1620 .42 .43 .44 .45 .45 .46 .46 .47 305 259 214 .191:y ;al.j73� 156 •142 . 12 305 275 249 220 195 '.:q.,:!1_56,,,-_, X142 129 118 305 275 249 220 195 174 152 ,,,; =129,. 1J8W 1820 1790 1760' 1730 1710 1690 1670 1650 1640 .38 .39 .39 .40 .41 .42 .42 .42 .42 400 388 348 303 253 211 , ; 203„ b;,..184*= - ti4167. 400 388 348 315 278 246 218 193 ;:.: 400 388 348 315 278 246 218 193 168 1960 .. . 1910 1870 1830 1800. 1770 1750 1720 1700 .34 .35 .35 .36 .36 .37 .38 .39 .39 400 400 400 . 2110 .28 388 388 388 2050 .29 348 348 348 1990 .. .29 315 277 245 315 277 245 315 277 245 1950 ._ . _ 1910 _ .. 1870 .30 .31 .32 217 217 217 _ 1840 .32 194 194 194 1810 .33 ..:.:166'.. 173 173 1780 .33 • 322 245 -' 216$ 91 x X151;:: t: :122, 2,.,- 09,; 322 287 258 7 151 1351 IT:,-k-.122 ; .109 322 287 258 233 7 a �[1'iI512 r = , •••135.17 ti;, L 122.x,_ .;,109x' 2040.__ 2010 :.1980 _ .:_1950 :..1930 1910 1900 1880 1860 .38 .39 .40 .41 .41 .41 .41 .42 .42 357 " 318 ` 243 - 2111 : - °``192 z' `172"7 ~�;i;154 ,1,3 ,:r.1;:126=: 357 318 286 258 92 T2�; X155" 139.=' ``-126 357 318 286 258 235 215 151139126'` -2070:: 2040 , 2010 _ .. 1950: '. . 1910 1890 1880 36 .37 .37 .38 .38 .39 .39 40 .40 "A.:* 114 *1 114 "" ?-114 . 1860 .. 1 41 .41 400 382 343 289 �14 ' 934 . ' .159:: i ':144 '�1 . ' 400 382 343 310 282 257 1751_r'4159jt . 44 400 382 343 310 282 257 231 198 5< : '4,1 -- 2140 ' 2100 `'2060' ` - 2030• - " 2000' • 1970 1950 1930 1910 1890 .32 .33 .34 .35 .35 .36 .36 .36 .36 .37 400 400 391 342 282 M2M &:227 . 206 i� r 18 400 400 391 354 322 293 260 187 400 400 391 354 322 293 260 232 201 - 2200' 2150 2110.- :_ 2070 2040 - = 2010 - 1990• - 1960 1940 .30 .31 .31 .32 .32 .33 .33 .34 .34 .35 - ` 400 400 390 352 320 293 269 204 . :;.185,„ Zi1:; 69 400 400 390 352 320 293 269 248 229 213 400 400 390 352 320 293 269 248 229 213 :' 2350; = 2290 ; 2240. :;- -- 2150;;':_ .= 2110 :: • 2080 • 2050 2020 2000. .25 .26 .26 .27 .27 .28 .28 .29 .29 .30 17�v 104 >' 323 288 .;t : c .4 Z T :a .' i 17 7t 04. r 93 (lg 323 288 _ ' . ( ,. 46 . :13fl • x '117.2 104.2. 1 1-93 X842 2070_ . 2060. 40 .40 400 400 356 400 356 2310' 2270 33 .4 400 400 400 400 400 2370 , 2330 . .29 .30 .v ? , r c• - .� 320 ;:.A 5. , = , - wj1:•1;' c : ; 92.: . 73 289 263 • i ' t -.` . 1: r 55.1,E - 2210 .. .. 2190.".:, 2170 ,, 21 1 2130 .34 .34 35 .3 .16 400 400 400 400 400 400 400 400 400 :2430.. •2380: • ; 27 .28 28 83 75 . 67 75 .• - 67 75:; �... 67. 1610 1600 1590 .51 .52 .52 88: 79 88 .....,�79:.. 1610 • . io_1.79 .49 17 .. 2250 ,2220 ;.,.2190 2170 .- 2150 , 2130. .. 2120 2100 2090 ,37 .37 37 38 38 ,39 39 '1q 39 3 227.41' � 24r' ° '2 13 90 X1691) 7 361 322 289 2 V 1 69` 361 322 289 261 692 2280 '. - 2250 - 2220. . 2190 :,; 2170 , ; 2150 • 2130. .34 .35 .36 .36 .37 .37 V•"�_136" i 122. 4136 �'�,'11222� 2110 2100 iW 37 .37 55r 3 - 140 1554 40 2110 ka&2981 - x..1267.$ „ 240% 16 •,. 195x` : : ; '� 347 315 2 411A. 1 %. -x 177 347 315 288 257 46•+:195Lw ;;:;177,j 2260 . 2230. - 2200 .. 2180. 1 2140 . .31 .31 32 32 .32 .32 375 304 4280,:;, ` &L0253 .1 ° 229 $209.' 395 359 328 301 j229 • 2A9;;,r' 395 359 328 301 258 220 '. 2400 : , - 2270.7.;: • 2240 ,.2220.:. -- 2190;` ' . 2170: 11' -6 L ,'14744 '147;.1 147 1680 .39 155 155 1760. .34 2150 29 79 :10 , , 3Q 1Y. r 90 - 31 8119 ' .ir5.9 ?7�a ox 20��- - g� 300 276 256 :P'. 88 393 300 276 256 237 2420 2310 2280 2250 2230 - .25 .25 .26 .26 .27 12'•O " a" : 92. 92- 92:;: 1610 .47 118 X129 3i.:l 129 1660 .39 140 140 1740 .34 `.- 84 x-75•= 84 1840 1830 .45 .45 7 :k t' t8 C icF. .� 89. - 98 8911 1850 . - 1840 .43 .43 Sci�1 1880 37 .35 ;47:p1554 198 - 1980• .30 10 : 2080 . 2070 .38 3!} '12 :i i11 12 »- 15:. 2s-12 2090 „ 2080. 3Q .36 "r• a ^,141:V :161t .'1/74 8161' :14r- 400 2120 .. 211 33 .3 400 400 400 400 400 2570 2510 .23 .24 400 400 400 2460 3 93 393 3 24 357 326 357 326 357 326 2380: ' .25 - . .25 2210 .27 r• . .c. Joist Designation Approx. WI. in Lbs. per Linear FL (Joists Only) Depth in Inches SAFE I1 AD' it Lbs. Between CLEAR SPAN IN FEET idir 28-32 33 34 35 <� '. (r 379 246 440 285 555 613 393 649 416 785 501 832 528 875 555 36 37 38 39 40 7 : - • ` • • ::' 7 - 437 245 491 276 520 292 632 337 702 378 768 418 41 42 43 <' � ~ Y :" : - . ' , .. 1 • 417 399 381 228 211 197 468 446 426 257 239 223 497 475 455 272 254 238 602 574 548 313 292 272 668 637 608 351 326 304 734 701 671 388 361 337 44 1 ".'-. _ : , t . ;.• . ,:.:!1 7 1. 364 184 407 208 435 222 524 254 582 285 642 315 45 i� • . f `' �`4 7 i •" •r':+ - 389 195 417 208 501 238 556 266 616 294 46 r� ' : ' { . ;;;----"..fl- .'k .4A « '! T ' 373 182 400 196 480 223 533 249 590 276 47 I i '' � + ' fr t' ' .- 357 171 384 184 460 209 511 234 567 259 48 9 ; 1 1 1. z "" i 4 ' p - ' ' . 1 -- 3 56 343 161 369 173 441 196 490 220 544 243 24LH03 24LH04 24LH05 24LH06 24LH07 24LH08 24LH09 24LH10 24LH11 11 12 13 16 17 18 21 ' 23 25 24 24 24 24 24 24 24 24 24 11500 14100 15100 20300 22300 23800 28000 29600 31200 ** 342 235 419 288 449 308 604 411 665 452 707 480 832 562 882 596 927 624 339 226 398 265 446 297 579 382 638 421 677 447 808 530 856 559 900 588 . ;%c , .,r 360 227 419 264 530 331 588 367 622 388 764 460 809 500 851 525 tr•'' f }rr 343 210 399 244 504 306 565 343 597 362 731 424 788 474 829 498 < `", 327 195 380 226 480 284 541 320 572 338 696 393 768 439 807 472 - , ' <.+, 363 210 457 263 516 297 545 314 663 363 737 406 787 449 N S pp u8 8 g i N N N o o C7 M i 41 337 219 448 289 505 326 540 348 667 428 729 466 780 498 857 645 895 569 42 .772 .-'1!..1. 71 :.+ <';k . - " 429 270 484 305 517 325 639 400 704 439 762 475 837 520 874 543 43 44 45 - 46 ' 47 48 , .' . ". 379 209 403 222 499 274 554 303 605 331 709 383 766 415 49 ti^- ;4. 365 '197 387 209 481 258 533 285 582 312 682 361 751 396 50 51 7;r • 11 ' i F ' i . 1.. 7. 352 339 186 176 371 357 196 185 463 446 243 228 513 495 269 255 561 540 294 278 656 632 340 321 722 694 373 352 52 -- t " ... 327 166 344 175 430 216 477 241 521 263 609 303 668 332 1 53 54 55 1 t -r. , ' ' 6 k� 'IE 1 . r " ^ • - ' ' <� +' • t'.:• • • 28LH07 295. •:a :' 4[421 56 93' '' r,, `< a 20 285' 297F, 1140/.. 374 173 415 193 453 212 527 243 577 266 28LH05 28LH06 28LH08 28LH09 28LH10 28LH11 •28LH12 28L1-113 13 16 17 18 21 23 25 27 30 28 28 28 28 28 28 28 28 28 l 412 253 464 285 496 305 612 375 679 414 736 448 818 496 854 518 . v.l1 7 395 238 445 267 475 285 586 351 651 388 711 423 800 476 835 495 ::. 4 ::1.--...:, 379 223 427 251 456 268 563 329 625 364 682 397 782 454 816 472 ".F.".F.!; ' '- .., 410 236 438 252 540 309 600 342 655 373 766 435 799 452 `'-t. -1 t � < i j 394 222 420 236 519 291 576 322 629 351 737 408 782 433 , 3, i t ij tl 316 158 331 165 415 204 460 228 502 249 587 285 643 314 < -: ? - :. ;,,198; 401 193 444 215 485 236 566 270 620 297 1:: 387 183 429 204 468 223 546 256 598 281 47-481 49 50 51 52 53 54 55 56 57 1 58 59 60 1 61 1 62 63 1 64 32LH06 32LH07 32LH08 32LH09 32LH10 32LH11 32LH12 32LH13 32LH14 32LH15 14 16 17 21 21 24 27 30 33 35 32 32 32 32 32 32 32 32 32 32 16700 18800 20400 25600 28300 31000 36400 40600 41800 43200 16700: , 8800 20400 25600 28300 31000 36400 40600 41800 43200 <•: L s 411 255 516 319 571 352 625 385 734 450 817 500 843 515 870 532 c ��_is1 � !. .-?2 397 242 498 302 550 332 602 363 712 428 801 480 826 495 853 511 ..h 14.A 383 229 480 285 531 315 580 343 688 406 785 461 810 476 837 492 t w r `e3�7 . ce t;Ixr1 369 216 463 270 512 297 560 325 664 384 771 444 795 458 821 4 . < -- : - :rr 357 205 447 256 495 282 541 308 641 364 742 420 780 440 805 454 r Ti -F ..,t" -,1", r1�L 345 194 432 243 478 267 522 292 619 345 715 397 766 417 791 438 . :T� ra . 5,1• 7 . t; 4. '.<'<- ' .7 418 230 462 254 505 277 598 327 690 376 738 395 776 422 -C t. -iota- _, ,t . -1,._ • �. 404 219 445 240 488 263 578 311 666 354 713 374 763 407 - '?,:E. ).-- : - . -:;," ;;;: - : (1, 391 208 430 228 473 251 559 295 643 336 688 355 750 393 ma „�y , = 234 13 tc 119_ Y i 7 - "l 262 .-7 .1 ti 28 4' - 1_ •.; . . �: 379 367 356-.445=71 198 189 :7180, 416 402 :: 217 206 1 458 443 429 239 227 216 541 524 508 281 267 ,-.. 621 600 b ' :1 319 304 • - -- 665 643 , 622, - 337 321 - •t 725 701 7. -,658 374 355 '338 e227, :114`=_108'^'4 x 127: `275' ' � I472 X 376 -- 861 16.` .' ;. 4544 -' _ -!t =322}':906 '220 24 '121, 1267 . ,�� a 164; ,1157_1: 3 ; -_78: :.187- i2 -:' 583 `6 3 - 214''.',208 240 118'. '259. 125 •'163.:4162; 390 :; :463`'449 21 t ' 52 2a � • 564ii.;25. fiT6 3 292 , _99 '!:233 111.. ,252 r12o: ,;315,, ;149. =342- 378; 179 =. •211:; L, 511: ; •238 547.r 279' 42-46 47 -56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 36LH07 36LH08 36LH09 36LH10 36LH11 36LH12 36LH13 36LH14 36LH15 16 18 21 21 23 25 30 36 36 36 36 36 36 36 36 36 36 36 16800,16800" , 18500• :.s s' 23700 23700 26100 26100 28500 28500 34100 34100 40100 40100 44200 44200 466 46600 : �, If :.t a -- ' � • ' I. ' 1/ 454 273 495 297 593 354 697 415 768 456 480 +t'i : <..- T'' y 5.,<,Iu 2 ' ` - -: i 440 260 480 283 575 338 675 395 755 434 464 4" ; u :; 'c->, ;f 0. t r� :' 426 248 465 269 557 322 654 376 729 412 448 . 3. .293r 1168 ^ x 413 235i225':2151 x;451 •'257 540 ";307 : "634' •b3,59 470 6= • i 434; ' 258;= F.148 - ' . y 18 Q - •363 . 204 401' k.43 246 ' '.7., . 615'596i''f579i ,,342;; ; 1 683 ti OM/ �25.1r ;140 �1 53z .352 30 195 389" : '425'" 1 .234 1508 1327; , 435& 63134 13_4- 2 68 ; " 146'.7:.1 L342 '4189 x-378: 412, 4 "49 '� 67 -4 ?:6413 .} •., x128.' - _ •2601 4 3 3_333 - E36 T 97 01t...389 . • ,_7.47_ -- 5 _ • '7546 T621 9 3 i '�- :.230; 122. +253 ` 34 323 ?,1. 357 188 205t , 464' 1 243, :;2 . r .3Z7 - X224 :. '218 :212•:=207 - J- .117 112: 1107. /'246 '23 :233 " ; 28 .123, X118: t814: 1:306 297 1 3, 10.57 150, ;34 S , X1 28 A80 °173' 1,165 3378 ..368 ;358i 96 88 90. 450 437/ 4 241 222 41,91:7295..19§.: 531 ;516 5 ; 273 : 262 ; 251 ?584 1 567• X551 ' ; ; • .:< , 4 t ,+ $1 ;.103 7 113 4 289) 73 659 �'348r 173' 412 7488 ;24 •"535 • 4 1247 :201 X99 ; '109' ;1282, 4 138' `311 339. ' : ,...400 ' . 475 231 x`520. ! . 263 ; L196. =;85 . . 104: ;275, ,d33 30 .146 1"330 ' , , 7187. 1 463 222' 1.505: 1287. 5.191: F.: 91. 1209 '100.. ;267 X 127. ; 295 ;`140; 322 153 '. 378 179: 1451 213 _ :228; C 252. - 3 rg n7i 3 STANDARD LOAD TZBL' ' LONGSPAN STEEL JOISTS, LH PRIES Based on a Maximum All wabiv Tensile Stress of 30 ksi . . . , . ... .. . . Ant X,.4 .m, - rtn wNq•rro-,Y,tnF'1" ...z?,n..TM ,.. ,. ...,,,. : .... 1 . ,:,., .., Ly TT`C V ti V 45 /.3 i F r W _U U H 11.1 NW W 2 QQ u. D. = W H = Z � H W H W U� 0 1_ W U. O 111 Z U = 0 z DCLENGINEERS E D'AMATO CONVERSANO INC. r u No. 11 Z,( Project ■ ' Subject Cii $4ia/ /o.2- .li=„eao,r, Sheet No. t7 Date By - r 7 13 , ~ e +�- 5C ?a +ZO.4s) -C✓ so -O w Z 2 c, 9-7 11 to Al/0 )0(5 w g o-Az ,L61-5 ( 4-3) /025 ref'. M /3 6 4er Z2 s. y o 4 4 1.,„h. DCFENGINEERS II D 'AMATO CONVERSANO INC. r Ptu j ect No. Project fikt Subject Sheet No. Date By DCFENGINEERS IN D'AMATO CONVERSANO INC. P rr ) cct No. q9:�4 Project Subject Sheet No. Date By ,- r J� tJr C6 L ( : '1 - t 1. i r ✓.2r� G V GZ) 93o o.c$( %3 — /Se) 04-? n.A.a x /To % • p 0.6)6)' 4 (L re 62 FR( 4 Cr J G5 n 1 9 a (12.7 ei) - m • U � TS G x6 x (23. z v '/ 1 7Y7y ( L'z 1 21 S L -7- ' 2 � CC CL E T t ^tn. r = 1 °33 so„ Ova-r ce r • ib ,oa f o.oe VS'a— /So> r 2'f� - Fcoop_ 70 ( • 76) ' 51 T.4-20 -J C " LL zo P = Lf 5t9 ( �� 4 �s 2r+za) 82.g c 2- /3i) -7 'Ise f. z es l:iH! 'til T b 4r 4 , 8----- 1 46 MI I F = 46 Mil COLUMNS Square structural tubing - Allowable concentric loads in kips - COLUMNS - Square structural tubing Allowable concentric loads in kips Nominal Size 6 x 6 5 x 5 Thickness 3's '/2 34 5ie 1/4 3 /1e '/: % 5 /, '/ 3 e Wt. /It 38.86 35.24 27.48 23.34 19.02 14.53 28.43 22.37 19.08 15.62 11.97 f 46 ksi • . 2 1 - I 0 w 0 8 7 8 9 10 11 12 13 4 , 15 16 17 18 19 20 21 22 24 26 28 30 31 32 34 36 37 38 39 315 283 275 268 259 251 242 232 222 212 201 190 178 166 153 140 127 116 98 83 72 62 58 55 49 43 287 257 251 244 237 229 221 212 203 194 185 175 164 153 142 131 119 108 91 77 67 58 54 51 45 40 223 201 196 191 186 180 174 168 161 154 147 140 132 124 115 107 98 89 75 64 55 48 45 42 37 33 189 171 167 183 158 154 149 143 138 126 120 113 107 100 93 85 78 65 56 48 42 39 37 33 29 27 26 154 140 137 133 130 126 122 117 113 / 04 99 94 88 83 77 71 65 55 47 40 35 33 31 27 24 23 22 118 107 105 102 99 96 93 90 87 83 80 76 72, 68 64 60 58 51 43 38 31 27 26 24 21 19 18 17 16 231 200 193 186 178 189 160 151 141. 131 120 109 97 87 78 70 64 58 49 41 36 182 159 153 148 142 135 129 122 115 107 99 90 82 73 65 59 54 49 41 35 30 26 25 155 136 131 127 122 116 111 105 99 93 86 79 72 64 58 52 47 43 36 31 27 23 22 127 111 108 104 100 96 92 87 82 77 72 66 60 54 49 44 40 36 31 26 22 20 18 17 97 86 83 80 77 74 71 67 64 60 56 52 47 43 39 35 32 29 24 21 18 15 14 14 _31 6.36 12.3 1.39 1.04 1.83 5.08 10.7 1.45 0.949 1.59 4.36 9.58 1.48 0.910 1.43 3.59 8.22 1.51 0.874 1.22 2.77 6.59 1.54 0.840 0.983 3.11 3.58 1.07 1.30 0.533 _32 2.02 2.60 1.13 1.17 0.387 Note: Heavy line indicates KO of 200. P operties A (in?) (in 4) r (in.) l Bending B I factor a/10 11.40 54.1 2.18 0.633 8.07 10.40 50.5 2.21 0.615 7.52 8.08 41.6 2.27 0.583 6.20 6.86 36.3 2.30 0.567 5.40 5.59 30.3 2.33 0.553 4.52 4.27 23.8 2.36 0.539 3.54 8.36 27.0 1.80 0.773 _ 4.03 6.58 22.8 1.86 0.722 3.39 5.61 20.1 1.89 0.699 2.99 4.59 16.9 1.92 0.677 2.52 3.52 13.4 1.95 0.656 2.00 Note: Heavy line indicates KI /r of 200. FilFti�ti at; M1\'s -; �: aYN$ dam+!'. 'its" ""VGA.' :kraxiu3l,,' 6i:a, %r£rf l..3..e F,4 I F = 46 Mil - - COLUMNS - Square structural tubing Allowable concentric loads in kips Nominal Size 4 x 4 3 x 3 Thickness '/s 3 /e 3iie '/4 Me VIII '/4 3ie Wt. /It 21.63 17.27 14.83 12.21 9.42 10.58 8.81 6.87 F,. 46 ksi 1 Effective length in ft KL with respect to radius of gyration 0 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 A0 ro coco. 0 VV 0- 0)01 00)NCCDD 140 134 130 126 121 115 110 103 97 89 82 74 65 57 49 43 38 34 31 28 25 23 21 19 N 0 CIA CO 000)cor- n001O VI V) CO I's � CO I WNN CO I's A01O)O)CO � AJ0tD4) NWC v 0 1Ot CO Co) aa)INON CO �i1 V. Of 0O CO C VIV)N V. et (OR l7N � 86 80 77 73 68 63 57 51 44 37 31 26 22 19 16 14 13 h COCOm1f O .4-4. 0 1".. 00 ��0 0 0IL)Nry <cnc� NWm�N - 0)m ' 1 Properties A (in 2) 1 (in.') r (In.) e l Bending II factor a /10 6.36 12.3 1.39 1.04 1.83 5.08 10.7 1.45 0.949 1.59 4.36 9.58 1.48 0.910 1.43 3.59 8.22 1.51 0.874 1.22 2.77 6.59 1.54 0.840 0.983 3.11 3.58 1.07 1.30 0.533 2.59 3.16 1.10 1.23 0.470 2.02 2.60 1.13 1.17 0.387 Note: Heavy line indicates KO of 200. FilFti�ti at; M1\'s -; �: aYN$ dam+!'. 'its" ""VGA.' :kraxiu3l,,' 6i:a, %r£rf l..3..e F,4 ' = 3,000 psi f = 60,000 Psi INDIVIDUAL SQUARE FOOTINGS FACTORED SOIL PRESSURE 1600 psf (SAFE BEARING PRESSURE 1000 p6f) Site ! Thick- nes6 (in.) Min. Col' Size (in .l Mat Bars Each Way Weight of Bars (Ibs.) Volume of Concrete (cu. yd.) Column Design Capacity (kips) Quantity Bar Size Spadng (in.) 4 12 10 6 4 9.6 32 .6 28 5'- 12 10 7 4 9.0 42 .1 34 5"- 12 10 5 5 15.0 52 1.1 42 6 12 10 5 5 16.5 57 1.3 50 6 12 10 6 5 14.4 75 1.6 58 7 12 10 6 5 15.6 61 1.8 68 7r- 12 10 7 5 14.0 102 2.1 78 8 12. 10 7 5 15.0 109 2.4 68 8 8 12 10 8 5 13.7 133 2.7 100 9"- 321 13 10 9 5 12.6 159 3.3 111 9 5.3 13 10 7 6 18.0 169 3.6 123 10 331 14 10 8 6 16.3 228 4.3 135 10 14.3 14 10 9 6 15.0 270 4.8 149 11 15 10 9 6 15.6 283 5.6 161 11 16 10 13 5 11.0 298 6.5 174 12"- 9 16 10 11 6 13.8 380 7.1 190 12 10 17 10 11 6 14.4 396 8.2 203 13 29 16 10 12 6 13.6 450 9.4 217 13 18 10 10 7 17.3 531 10.1 234 14 13 19 10 10 7 18.0 551 11.5 246 14 775 19 10 11 7 16.8 629 12.3 246 15"- 19.4 20 10 11 7 17.4 652 13.9 281 15"- 1047 20 10 13 7 15.0 797 14.6 300 16 15.8 21 10 13 7 15.5 823 16.6 315 16 21 10 14 7 14.8 915 17.6 335 17 22 10 15 7 14.1 1011 19.6 351 17 15 23 10 15 7 14.6 1042 21.7 366 16 15 23 10 16 7 14.0 1144 23.0 367 18 36 24 10 16 7 14.4 1177 25.4 403 19 24 10 14 6 17.1 1383 26.7 425 19 18 25 10 14 5 17.5 1420 29.3 442 20 1403 25 10 15 8 16.7 1541 30.9 465 FACTORED SOIL PRESSURE 3200 psf (SAFE BEARING PRESSURE 2000 psf) 4 1473 12 10 6 17 16 9.6 32 .8 60 5 1552 12 10 7 17 17 9.0 42 .9 74 5 1626 12 10 5 12 10 15.0 52 1.1 90 6N- .6 12, 10 8 14 10 9.4 58 1.3 107 6 1.1 13 10 i 15 10 12.0 67 1.7 125 7 1.4 14 10 7 16 10 13.0 94 2.1 144 7 1.6 15 10 6 16 10 16.6 126 2.6 165 80- 2.3 16 10 9 19 10 11.3 140 3.2 186 8 2.9 17 10 10 20 10 10.7 166 3.8 209 9 3.5 18 10 8 22 10 14.6 204 4.5 233 9 4.3 18 10 7 23 10 • 18.0 257 5.0 260 10 5.1 19 10 6 25 10 16.3 310 5.9 286 10 6.3 20 10 12 26 10 10.9 360 6.6 314 11 7.2 21 10 9 27 10 15.8 386 7.8 342 11"- 8.3 22 10 10 28 11 14.7 449 9.0 372 12 9.5 23 10 11 29 11 13.8 517 10.2 402 12 10.6 24 10 9 30 12 16.0 576 11.6 434 13 12.2 25 10 12 32 12 13.6 613 13.0 466 13 14.2 26 10 10 32 13 17.3 614 14.6 500 14 15.4 27 10 11 34 13 16.2 792 16.3 534 14 17.7 27 10 12 35 14 15.3 897 17.5 573 15 19.7 28 10 13 36 14 14.5 1006 11.4 609 15 21.6 29 11 13 37 15 15.0 1041 21.5 646 16 24.0 30 11 14 36 15 14.3 1158 23.7 684 16"- 26.4 30 11 15 39 16 13.7 1281 25.2 726 17 26.9 31 12 16 40 16 13.2 1409 27.7 768 170- 31.6 32 12 13 41 17 17.0 1502 30.2 606 18 34.5 33 12 14 42 17 16.2 1666 33.0 849 18 37.5 33 12 15 43 18 15.4 1836 34.9 897 11"- 40.6 34 13 16 44 16 14.8 2012 37.9 940 19 44.0 35 13 16 45 19 15.2 2067 41.1 983 20 47.5 35 13 17 46 19 14.6 2254 43.2 1035 ', = 3,000 psi f „ = 60,000 Psi INDIVIDUAL SQUARE FOOTINGS FACTORED SOIL PRESSURE 4,500 psf (SAFE BEARING PRESSURE 3,000 psf) Sire B Thick- ness fin.) Min. Col. Size (in.) Mal Bars Each Way Weight of Bars (lbs.) Volume of Concrete (cu. yd.) Column Design Capacity (kips) Quantity Bar Size Spacing (in.) 4 12 10 6 4 9.6 32 .8 92 V- 12 10 S *- 9.0 42 .9 114 5r- 13 10 6 6 12.0 62 1.2 136 4" 14 10 - 'L S 11.0 60 1.6 163 6 16 10 6 6 16.6 106 2.1 190 7" 17 10 9 , ~5f 15.6 117 2.6 220 7 16 14.0 147 3.1 252 6 19 10 6 16.0 163 3.8 265 8 20 10 7 16.0 228 4.5 321 9 21 10 10 11.3 255 5.3 351 9 22 10 9 13.5 331 6.1 316 10 24 10 9 14.3 349 7.4 438 10 25 10 10 13.3 408 8.5 460 11 26 10 11 12.6 472 9.7 525 11 27 10 9 16.5 528 11.0 572 12 28 10 10 15.3 614 12.4 620 12 29 11 11 14.4 704 14.0 670 13 30 11 12 13.4 801 15.6 722 13 31 12 12 14.2 833 17.4 775 14 32 12 13 13.5 937 19.4 631 14 33 12 11 16.8 1047 21.4 867 15 34 13 12 15.8 1183 23.6 946 15 35 13 13 15.0 1326 26.0 1006 16 35 14 14 14.3 1475 27.7 1072 16 36 14 15 13.7 1632 30.3 1135 17 37 15 12 1 18.0 1703 33.0 1200 17 36 15 13 1 17.0 1901 35.9 1266 18 39 15 14 1 16.2 2108 39.0 1334 18 40 16 14 1 16.6 2148 42.3 1403 19 4} 16 15 1 15.9 2366 45.7 1473 19 41 17 16 1 15.2 2616 48.1 1552 20 42 17 17 1 14.6 2852 51.9 1626 FACTORED 501L PRESSURE 6,400 pif (SAFE BEARING PRESSURE 4,000 psf) 4 12 10 7 8.0 37 .6 125 5 14 10 5 13.5 46 1.1 153 5 15 10 6 12.0 62 1.4 185 6 16 10 6 13.2 91 1.6 220 6 16 10 6 14.4 108 2.3 257 7 19 10 7 13.0 136 2.9 297 70- 20 10 6 16.8 171 3.5 340 8 22 10 9 11.3 202 4.3 364 8 23 10 10 10.7 240 5.1 433 9 25 10 11 10.2 280 6.3 482 9 26 10 7 18.0 336 7.2 536 10 27 10 8 16.3 405 8.3 592 10 28 11 9 15.0 460 9.5 651 11 29 11 10 14.0 560 10.6 712 11 30 12 11 13.2 646 12.2 776 12 32 12 11 13.6 675 14.2 840 12 32 13 10 16.0 816 15.4 912 13 34 13 11 15.0 935 17.7 981 13 35 14 11 15.6 972 19.7 1054 14 36 14 12 14.7 1101 21.6 1130 14 37 15 13 14.0 1237 24.0 1209 15 36 15 11 1 17.4 1372 26.4 1290 15 39 16 12 1 16.4 1549 26.9 1373 16 40 16 13 1 15.5 1734 31.6 1459 16 41 17 13 1 16.0 1790 34.5 1547 17 42 17 14 1 15.2 1967 37.5 1637 17 43 18 15 1 14.6 2194 40.6 1729 16 44 16 16 1 14.0 2409 44.0 1824 16 45 19 17 1 13.5 2633 47.5 1920 19 46 19 18 1 13.1 2865 51.3 2019 19 47 20 15 1 16.3 3028 55.2 2120 200- 48 20 16 1 15.6 3315 59.3 2224 C) 0 A 33 37 O m r 2 M l i 51ilErl ids DCFENGINEERS IN D'AMATO CONVERSANO INC. P ro j ect No. 9 422 Y Project Subject Sheet No. Date 7/2/0 0 BY 6" 2 - , (39 ( S) 3Z 4 (30) ( tor 4-70 I to .s r2o)- ,491-7S M= S•S ( / /o .25) ► 666 c›.1 f4iir 4- Plc( g S.: /1: zeo t" = 2'97 L ��� pieri 0) DCFENGINEERS E D'AMATO CONVERSANO INC. rik,,,ct No. 99ZZy Project Subject Sheet No. 6 Date 7�4 By -7 pi cs 7 24 4. - \ l'e•-Css - (-s A 13 en.4 ce-es. t-ev- _ (c))( 36) ( ) /31,s& I35.S r lam. e CO-ev, /S —a 1 lifoL 3.0 EA•Ite TS G ic42 ta �-e - f) £ L 11�r . C� y4. 'q cr , o a 4 ( 7o) 4- 2 0 4.10 Os Ok II D'AMATO CONVERSANO INC. „..., r Project No. l c, " — Z 2-1 Project Sheet No. 2 / Date By AAAA4‘t at" Subject t e em _ st — 0 DCLENGINEERS _PrAAT e syt-riya-a q 5-9- d rOT /3 S • 724 zo.s• 4 ) % 24 :s 41-1 a r /5,10, loc.,t1 -6) , p 4 e 111‘ '." •. DCLENGINEERS , - D 'AMATO CONVERSANO INC. r tu No. 45 2 1, Project Subject v .. / Sheet No. Date 7/2/ v By l Wei/Le e ( / ()C3o)(dis) z �, G v A _ 30 ('ed.) t 30 k • c 0 Je , to Y sr° (4 2 .340 . 7v. f �-4 s.3 i f.a h, � 1,0 0 —o 4.i /9 So - 7o.7 3t r6° /4-7 7 4 3G). 70. 14: 9/ 4.1' 4 'J. 1• rI 4, I" 27 • . W70 -z ya ge 'D 0s 0 N ; 0 I—` W V LL 1 Zs' ,ur N 0 z ;NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT =IS DUE TO THE QUALITY OF THE DOCUMENT. cin tzt- f, g v a ^ V a �..� -3 . o M 0 -1 0 z r1 z trj o z � (/) DCFENGINEERS E D'AMATO CONVERSANO INC. P ro j ect No. C H 1ZV Project Subject Sheet No. 2 Date C/2.-4/6 By - a 11 1, ► "-t 7 2 to es' 'P: z ( Yo)(74p.e C) —! x 03-0)(r �� i s z7 (N � L �z Pf. etSi 20tH ►" ( - (0.3k 41.49 Ket. 74r. ', = 3,000 psi f = 60,000 psi INDIVIDUAL SQUARE FOOTINGS FACTORED SOIL PRESSURE 1600 psf (SAFE BEARING PRESSURE 1000 psi) Size B Thick- nsss On.) Min. Col. Mat Bars Each Way Weight of Bars (ibs.) Volume of Concrete (cu. yd.) Column Design Capacity (kips) Sire Om) Quantity Bar Si e Spacing tin.) 4 1 12 10 6 a •, 2.6 32 .8 28 2 1.0 12 10 7 1 13 9.0 42 .9 34 1 1.1 12 10 5 10 7 15.0 52 1.1 42 6 16 12 10 5 14.4 108 16.5 57 1.3 50 6 12 10 6 7 14.4 75 1.6 58 7 147 12 10 6 11 10 15.6 81 1.6 66 7 285 j 12 10 7 7 10 7 t 14.0 102 2.1 78 1 70- 12 10 7 T 13.5 15.0 109 2.4 68 8 10 12 10 • 349 408 7.4 8.5 13.7 133 2.7 100 s 13 10 9 11 12.6 151 3.3 111 9 10 13 10 7 528 11.0 16.0 189 3.6 123 10 15.3 14 10 8 12 13 13 14 14 15 15 16 16 17 17 19 18 12 12 20 22 30 31 32 33 34 35 35 36 37 38 31 40 41 41 42 16.3 228 4.3 135 10 14.0 15.6 17.4 19.4 21.4 23.6 26.0 27.7 30.3 33.0 35.9 39.0 42.3 45.7 46.1 51.9 14 10 9 12 14 15 16 16 19 20 22 23 25 26 27 28 22 30 32 32 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 10 10 10 10 10 10 10 10 10 10 10 10 11 11 12 12 13 13 14 14 15 15 16 16 17 17 18 18 19 12 20 20 15.0 270 4.8 141 11 125 153 185 220 257 297 340 384 433 482 536 522 651 712 776 040 912 281 1054 1130 1201 1320 1373 1459 1547 1637 1721 1624 1920 2012 2120 2224 15 10 9 15.8 263 5.6 161 11 16 10 13 11.0 2118 6.5 174 12 16 10 11 13.8 380 7.1 190 12 17 10 11 14.4 316 6.2 203 13 10 10 12 13.6 450 1.4 217 13 16 10 10 17.3 531 10.1 234 14 11 10 10 16.0 551 11.5 2441 14 11 10 11 16.6 621 12.3 266 15 - 20 10 11 17.4 652 13.9 281 15 20 10 13 15.0 797 14.8 300 16 21 10 13 15.5 823 16.6 315 16 21 10 14 14.8 915 17.6 335 17 22 10 15 14.1 1011 11.6 351 17 23 10 15 14.6 1042 21.7 366 1. 23 10 14 14.0 1144 23.0 3.7 1. 24 10 16 14.4 1177 25.4 403 19 24 10 14 17.1 1383 26.7 425 11 25 10 14 17.5 1420 29.3 442 20 25 10 15 16.7 1561 30.9 465 FACTORED SOIL PRESSURE 3200 psf (SAFE BEARING PRESSURE 2000 psf) 4 12 10 6 9.6 32 .2 60 5 12 10 7 9.0 42 .1 74 1 . 12 10 5 15.0 52 1.1 90 6 . 12 10 8 1.4 58 1.3 107 6 13 10 t 12.0 07 1.7 125 7 14 10 7 13.0 94 2.1 144 7 15 10 6 16.8 126 2.6 165 11 16 10 9 11.3 140 3.2 166 8 17 10 10 10.7 166 3.0 202 9 11 10 • 14.6 204 4.5 333 9 18 10 7 16.0 257 5.0 260 10 19 10 • 14.3 310 5.2 286 10 20 10 12 10.2 360 6.8 314 11 21 10 1 15.6 356 7.6 342 11 22 10 10 14.7 441 9.0 372 12 23 10 11 13.6 517 10.2 402 12 24 10 9 16.0 576 11.6 434 13 25 10 12 13.6 613 13.0 466 13 26 10 10 17.3 424 14.6 500 14 27 10 11 16.2 792 16.3 534 14 27 10 12 15.3 117 17.5 573 15 26 10 13 14.5 1006 12.4 602 15 22 11 13 15.0 1041 21.5 646 16 30 11 14 14.3 1158 23.7 684 16 30 11 15 13.7 1281 25.2 726 17 31 12 16 13.2 1402 27.7 765 17 32 12 13 17.0 1502 30.2 608 150- 33 12 14 16.2 11166 33.0 649 16 33 12 15 15.4 1.36 34.9 817 12 34 13 16 14.6 2012 37.2 1140 11 35 13 16 15.2 2067 41.1 183 30 35 13 17 14.6 2254 43.2 1035 ', = 3,000 psi = 60,E psi INDIVIDUAL SQUARE FOOTINGS FACTORED SOIL PRESSURE 4,100 psf (SAFE BEARING PRESSURE 3,000 psf) Size B Thick- nest (in.) Min. COI' Size (in.) Mat Bars Each Way Weight of Bars (Ibs.) Volume of Concrete feu. yd.) Column Design Capacity (kips) Quantity Bar Size Spacing (in.) 4 12 10 1 4 e it 12 a •, � 1 0 - 12 10 7 4 1.0 42 .1 114 1 13 10 6 • 11.6 61 1.1 aa■ 163 190 (4 14 10 7 5 11.0 80 1.6 6 16 10 6 6 14.4 108 2.1 fL1= i4/01.M1 7 10 10 7 6 14.0 147 3.1 242 IS" 11 10 1 7 16.0 183 3.8 285 j ■� - a0 21 - ID 10 7 10 7 t 1 6.0 11.3 228 255 4.1 1.3 321 351 N (9 70- sa 10 1 T 13.5 331 6.1 310 30 24 10 9 14.3 13.3 349 408 7.4 8.5 438 460 5331 572 10 25 10 10 (1,3 26 10 11 12.6 472 9.7 11 27 10 1 115.1 528 11.0 tla• 25 10 10 15.3 614 12.4 420 3 12 13 13 14 14 15 15 16 16 17 17 19 18 12 12 20 22 30 31 32 33 34 35 35 36 37 38 31 40 41 41 42 11 11 12 12 12 13 13 14 14 15 15 15 16 16 17 17 11 12 12 13 11 12 13 14 15 12 13 14 14 15 16 17 1 1 1 1 1 1 1 14.4 13.6 14.2 13.5 16.8 15.6 15.0 14.3 13.7 18.0 17.0 16.2 16.6 15.9 15.2 14.6 704 801 833 237 1047 1163 1326 1475 1632 1703 1101 2108 2166 2388 2616 2852 14.0 15.6 17.4 19.4 21.4 23.6 26.0 27.7 30.3 33.0 35.9 39.0 42.3 45.7 46.1 51.9 670 722 775 831 887 946 1006 1072 1135 1200 1266 1334 1403 1473 1552 1626 FACTORED SOIL PRESSURE 6,400 psf (SAFE BEARING PRESSURE 4,000 psi) 40- 5 5 60 60- 70- 7 80- 80- 90- 90- 10 10 11 11 12 12 130- 13 14 14 15 15 16 16 17 17 11 180- 12 11 10 12 14 15 16 16 19 20 22 23 25 26 27 28 22 30 32 32 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 10 10 10 10 10 10 10 10 10 10 10 10 11 11 12 12 13 13 14 14 15 15 16 16 17 17 18 18 19 12 20 20 7 5 6 6 6 7 6 9 10 11 7 8 9 10 11 11 10 11 11 12 13 11 12 13 13 14 15 16 17 18 15 14 1 1 1 1 1 1 1 1 1 1 1 1.0 13.5 12.0 13.2 14.4 13.0 16.6 11.3 10.7 10.2 18.0 16.3 15.0 14.0 13.2 13.6 16.0 15.0 15.6 14.7 14.0 17.4 16.4 15.5 16.0 15.2 14.6 14.0 13.5 13.1 16.3 15.6 37 46 62 21 108 136 171 202 240 280 336 405 480 560 646 675 616 135 972 1101 1237 1372 1549 1734 1720 1987 2114 2401 2633 2865 3028 3315 .5 1.1 1.4 1.8 2.3 2.9 3.5 4.3 5.1 6.3 7.2 6.3 9.5 10.8 12.2 14.2 15.4 17.7 19.7 21.0 24.0 26.4 28.9 31.6 34.5 37.5 40.6 44.0 47.5 51.3 55.2 59.3 125 153 185 220 257 297 340 384 433 482 536 522 651 712 776 040 912 281 1054 1130 1201 1320 1373 1459 1547 1637 1721 1624 1920 2012 2120 2224 22.2.22 2....... DCLENGINEERS II D'AMATO CONVERSANO INC. [ ruict No. Project m uei vt^ Subject ravel V e416Y\ Sheet No. PI Date :,)-.; ( 0 G By Ithm uwd ouiv marl ( +-25)(a f-k) - (%O yt� vIpl. 514 r1 L lzpt car- . 7G 4 �fuVtib'. a rGA i fa (t (1.0)(.u6)0.0) } 3� e'fv = (g°.k1(.40 " f3.; rr I� Atuv9 w 3I,► y �yT a o ve v1^7 Nil ?lave- lkit UN txr. r: Cie G gslo 7 0.7, L (.Y0006 ' 14.3 rept- (? K 3b")( I.4. ;' • I5 bo (•12)(1' r (�.7 ((o' K o)(( ;) - qV(o - bybd 4 X90 k- Fpap*Ca*Ip/Rp(1+3"hx/hr)Wp ZONE= 97 UBC Reference. FIG 16-2 Service LOADING for Tiltup Design 97 UBC SEISMIC CRITERIA for TILTUP CONCRETE WALL DESIGN EXP= B SOIL Profile Type= Ca= 036 hx/hr= mid height of wall ap= Elements of Struct 1.A.(2) rigid wall Rp= Elements of Struct 1.A.(2) rigid wall Ip= Fp= 0.48 WIND CRITERIA V- 80 Iw= WALL HEIGHT- 1. Ce= 011 «INPUT AVERAGE Cq= Wall Elements C� Exp B Average Ce 15.00 ft 20.00 ft 0. 7 2 0.65 25.00 ft 0 2 0.68 30.00 ft 026 0.71 40.00 ft 084 0.75 Out LATERAL LOADING Total Thickness= t= 725 Strength Level Service Level wind load= Pw= 15.1 psf =VA2*0.00256*Ce*Cq*lw seismic lateral= Fp= 31.1 psf =Frewall weight / 1.4 seismic lateral= Fp= 43.5 psf =Fp*1.4 wind load= Pw= 19.3 psf =PW1.275 GRAVITY LOADING from ROOF +2nd Floor roof beam span adjacent to wall 30004C; 2nd Fir beam span adjacent to wall roof unif DL= 2nd Fir unif DL= roof unif LL= 2rd Fir unif LL= .0.00 ft AREA LOAD f 0 psf sf 90.6 psf TRIB Width 30.00 ft 0.00 ft 30.00 ft = panel weight ..... . P 1 D= TABLE 16-J TABLE 16-Q TABLE 16-0 TABLE 16-0 TABLE 16-K EQN (32-2) FIG 16-1 Sect 1616 TABLE 16-K TABLE 16-G TABLE 16-H EFF LOAD/FT 0.60 k 0.00 k 0.60 k 0.75 k 0.00 ft P 0.00 k 0.75 k Panel I, leg A.xls Loads Page 1 6/15/00 11:16 AM _..gay.. r DCI ENGINEERS E D'AMATO CONVERSANO INC. P roject No. Project Subject • The PlAIII. Sheet No. Date .41;1a0 By MWl Chet. tad Onxb. 1¢'e 1612. I' 2 n + (. O f (f L + r. --(1424. + 0.5 CAI c> } I.4 4- o. r. L. 4 &.- y (11- 4.) 9.14 I .0 E imeire& 1 bY1 (I DYQY . ?a m. l f ee 4p✓mei Vert ( a 14 cy... . EF VAT' �(h kvi t . 1lA : #5 @ lb"oG 6,1) - I b- 121.5 - . boss 7. oC.)*" 6 045-e lei Pc �iT1 D 14.74-t1- / I� IL y �� Let cL . gad 5kee f e @ 4J oe- VAT r e (6 30, f r-, 1 PROJECT: Mustang Structural Wall Thickness Reveal depth : ENTER LOAD CASE: SEISMIC CHECK Seismic Factor: DEAD Load Factor: LIVE Load Factor: LATERAL Load Factor: reveal= LFD= LFL= LFuT Tributary Panel Width: Design Pier Width: Wall Opng Factor: 1 = solid TribW= Pier= WOF= Design Wall Height: Critical Section or Opng Ht: Door or Window Unit WEIOHT:(psf) Parapet height (FT) : Lc= Lo= ho ....................... ................... . 1.38 12 5 >> 1.4 <ft <:< 16:0 1 OO:ft 15OO;R S 0<:psf; UNIFORM LATERAL SERVICE LOAD: NOTE: 97UBC, F is Ultimate Load, w = E, eNICe = F / 1.4 Service Lateral Load : w=1 1 11 , 0..psf UNIFORM GRAVITY LOADS along TIWALL: Roof and /or Floor DL Roof and/or Floor LL : eccentricity of Roof Load : 0.600 kit 0.743: kif 5. in REBAR DISTRIBUTION: >2 1 = Rebar centered or 2 = reinforcing at both faces if rebar dist= 2:assume Vert bars Inside of Horz & No Vert Reveal exist Exterior Cover: @ reveal to Verts: Inside Cover: to Horz: Horizontal Rebar Diameter: ESTIMATE TRIAL BAR SIZE AND SPACING: Vertical Rebar Size: Vertical Rebar Spacing: CONCRETE STRENGTH: REBAR STRENGTH: =Total Wall t • reveal = 0 if none. 1=wind or 2 =seismic (step load considering reduced seismic load © opngs) U =[(1.2 +0.5Ca *I D + 1.4Es + (0.5 L + 0.7S)] 97 UBC Table 16.0, =NA for wind s= << >70 4' ksi Depth of Footing below slab reinf: D ;.>' µ= Friction Factor @ Base: 200 WALL LOCATION (NO.) Panel I, leg A 97 UBC 1909.2 for WIND load factors 97 UBC 1612.2.1 and Eq (30.1) for SEISMIC load factors Es = Eh / 1.4 where Eh = design seismic Toads per 97 UBC Section 1630 Wall Opening Factor (WOF )_ (Trib Width of Panel ) / ( pier width ) Max WOF should be 6 » »» ENTER CALC'd value <«<« Calculated WOF 1.4 Height= Clr Ht (SOG to Ledger) +112 slab thickness Use Lo =Lc12 for solid panel. Pick location of Crit X•Sect. Accounts for Door Mass In Seismic Analysis Only Used for Dead Load calc's only. Design separately. Panel FORCES to be calculated @: z = 15.00 ft Factored = VV 61 plf Critical Section, AXIAL-SERVICE LOAD Roof DL = PD= Roof LL = P Wall DL = Pwaii Crttical Section, AXIAL-FACTORED LOAD Roof D +L= P wall DL = Pu2= P„1 +P„2= 0.840 kif 1.040 kif 2.297 kif 2.485 kif 3.170 kif 5.66 kif controlling calc'd bar dia, db= 0.63 in effective depth d1 5.438 in effective depth d2 = 5.063 in d = (panel thickness - reveal)/2, when rebar distribution =1 FOR =2, di = panel t - reveal • ext cover -1/2 (vert rebar diameter) d2 = panel t • inside cover • horizontal rebar • 112 (van. rebar diameter) d should be calculated per actual rebar layout if above assumptions do not apply. allowabe per soils report, typically with 1.5 SF Structural Model A/3 tension on outside face tension on inside face DETERMINE BASE FIXITY: Normal Force, N @ Base of Wail: Sliding Resistance @ Base, F =µ*N Mom Capacity based on friction @ Base, Mb: Simple Span Mss= wL /8 @ service level: Compare Base Moment Restraint to Midspan Moment: Input *h Fixity @ Base: Fixity= 51% wu'Ic *(0.5 +0.125' Fixity) /1000+Fixity'(fMn) /DF= 4.46 kif N =0.8 *(wall weight +P F =µ 1.34 kif Mb= 2.68 kip -ft Mss= 5.23 kip -ft Moment Ratio= 51% « potential base fixity= 51% Rb @ x =0 1.88 kif Rbu @ x =0 2.97 kif assumes 80% DL exists = F * DF =W OF *(w•Ic "2/8/1000) =Mb /Mss not to exceed 80% =Service Rxn at Slab /ft = Factored Rxn at Slab /ft Panel I.xls Page 1 sheet 1 of 2 6/15/00 11:10 AM P L' LU re 2 N c0 W O N om! H W 0 : 111 uj U CI I— W O ; ti! Z ; — 0 / Z SEAOC Recommended Tilt -up Walls Design Procedure as adopted by 97 UBC IF((0.9- (2•(Pu /(f c•(12•h))))) <0.7 ,0.7,0.9- (2•(Pu/(f c•(12•h)))))= Cttsok /Ri(i irE:stress::ritli:s::t#: . :. r.:: l�13 "t�ii: 0.9 => 0 = 0.87 >0.7 Reinf Area = A,= 0.266 sqin /ft (Pu +(As•fy)) /fy= Ase = 0.36 sgin /ft iiiiiiiiLiiiiiiii•`: ii'• : ':i•`: iLii ii ?::::1111•`:111:0 iii 1111:: 1:: ; : :mi.::y`.:::::;::;::i;::< ;:;i;; mii ? ::: ::: ::: i s : : :::::::::: ?::i..::... ...... ...... <::....:... Y::,.:.:.,:.....,..:.,..,.... .:::, .............::,:,:::.. Max. Comp tress midht = p @ fc= 52 psi < 0.04fc= 160 psi »> OK! «< ;: •i:•i., ; ;;;i;;v: 1111•:• Y:; .:•i: ;v:{•i:•iy::•::•: ;•i•:•: r .:.::: >;... ?;i::sa;: zz:;: s:;;> z;: z::: , >:;z;Y.;;::z::::,; ;:::z<;e:; >; :: z:;:; z:< z:::: r;; z;.:::: z» z:<::<;::< z:;::<: z::::<:>:: x:<:: z: sz<:: >:«:;r<YZY:•Y•Y::;Y:;::.:Y:. wvr(Ci (tt� y�f. j•.,: i izzi<' sE'>' z' E?' ii<?' z? zti? zii••`:<'<><• Y•.<< #zzii %i #iiiLiiri:iriii•,':':; ?;i iii ?. >; #; >< ?i ?3 ? > # ?i% .. i TI1: V{1 / /:;:� ,V�N��KN�iif,:7i 14 ., ............ :5...........,.... ... ............ 1 Reinforcement Ratio = P= n = Es/Ec = n = stress block parameter alpha= c= N.A.= Ase &y /(at c•12) = c= stress block ec uiv depth a= 0.44% 8.04 0.72 0.62 In 0,53 In <;i ?1;1::11 < .ifi;::;:g:i 60% p, balanced= 1.71%max fr = 0.316 ksi Ec = 3605 ksi Ig = 308 inA4 Icr = 581114 :< ii;:::<::;::: isi; Ei; g;::ER; i::N?# NI:. r,::::::; r;;: i?; Y.:; is#::: s:;;: zz; I »> OK! «< fr =5•SORT(rc) Ec =57,000•SORT(rc) Ig =bh "3/12, b =12" Icr = nAse(d•c) "2 +bc ^3/3 zz<:::::« : >::::::: t:<:::$k d, IVIQ;tIrfIWtR. a !t .: t1C . 1. bo- ?i:;:::;5;;i: ?; <i: ?i;:;.xi; Mn = (Ase *fy) *(d - Ase *fy /(2 "0.85 "12 "f c)) = (Ase *fy) "(d -alt) 1 Mn = 103.6 kip-in $Mn = 89.6 kip-in Moment Restraint assumed ® Base • MF„ = 3.81 kip- ft Z 1f 1@i l is L111 .' fill•`: lltf1111111111 11> %X !![. . ``� Y :; ................. Y ' 'f': •'•� • 11 a :,`:.:: #'<'?`: € i>i:`•.••'•.i >'.': " ? # v <z': <•'. ;'':;;'•'•. ?:`:? gi' z> iiiiiii ?z Defl ® Moment Capacity: wCR Lo•( Ic" 3. 2• Ic Lo "2 +Lo"3)I(24•Ec•Ig)•1728/1000- Fixity• Mcr An =(wn Icr)•(I c" 3. 2•I c• Lo^ 2+ Lo^ 3))• 1. 73- FixityMn /(6•Ec•Icric)•(Ic"2•( •(Ic "2- Lo ^2)/(6•Ic c- Lo)"2)•(Ic- *Ec•Ig)•1728= Lo)•144 Mcr = 2.40 kip-ft Mcr = 28.8 kip-in WCR= 20 plf Acr = 0.37 in Acrss = 0.37 in w 72 plf =fr•(Ig)/(h/2) =Mer•8n02.1000 =Mn•8 /Ic ^2'1000/12 BASE FIXITY 1 An = 4.93 In !Includes A = 7.14 in Ultimate Moments MuF = - Fixity•(w•IO2 /8)/100011- Lo/lc)•12= Mue = (Pu1 •e /12)• i0r+ \.'vi+: + /p;FYY?t UfMit \ \, +�:t {k?iAv.K;•}}:{•: Lo/Ic \. i i:�::3: iii .ii iii ita::i.: <a;2s.``. Lii : k 1 1 Muw = (wu•Lo *(Ic- Lo)1211000•12) or Muo= Mu = Muw + Mue - Mu +(P„ i +P„ 2 )An = Service a ec " >: *i$; ?:t #`" ":ii �•• >:ili #: #;?f D fl tion s 't1:A ii ::; ;:•:ia. Y OOrl rraam� ,, nW1i:;:a;.i `:: -1.9 k -ft 0.5 k•ft 2.3 k- ft 6.4 It-ft 7.3 k -ft Door /Panel Mass « « « « «< Ratio : 5 %I Step Loading Analysis (factored) for Mu Seismic Loading @ )mLo (ignored for wind) I it I! ' g g o 3 3 3 ce 2 44 plf -23.1 kip -in 44 plf 6.0 kip-in '''m 11P4tOx' : 16 plf 757 plf 76.3 kip-In 76.3 kip -In 87 kip-in N ° »YYYYY:<.YYY. >>::7' Y`i4i2iii•• "NM n�;::.:;;; .;.::�...:. >�`�47<ax >i.Liviiii: »> OK! «< Service Level Checks Determine Service Moment: -1.4 IA 0.4 k•ft 0.9 k•it 4.5 k -ft 4.4 k -ft Step Loading Analysis (service level) for Ms(ervice) Seismic Loading @ X =Lo (ignored for wind) Msf =• Fixity( w •Ic^2 /8) /1000•(1•Lo/Ic)•12•WOF= Mse = WOF•(PDL +PLL)•e•Lo/lc= 11::•:::41,:1•'`,*.,;.. 1.. y .I f , i FIJ�'l `.4.: ii W Msw= (w'OF•Lo•(Ic- Lo)/2/1000)•12 or Mo= Ms = Mw + Me -M (P +P = n 0 u n re2 3 31plf •16.5 kip-In 32 p11 4.5 kip-in 12 plf » 2i is 4 j M 541 plf 54.5 kip-In 54.5 kip -in 52.9 kip-in 4.41 kip-ft Service Moment = Ms = Service Deflections Check As= 1F(Ms< Mcr,( 5/ 48)•( Ms• 12•(Ic•12) "2) /(Ec•Ig),Dcr +((Ms- Mcr) /(fMnle- Mcr)•(Dn- Dcr))) < e = ? I /150 Allowable Deflection Service a ec " >: *i$; ?:t #`" ":ii �•• >:ili #: #;?f D fl tion s 't1:A ii ::; ;:•:ia. Y OOrl rraam� ,, nW1i:;:a;.i `:: z>#;< : >:zi<iii i tl f K ' > ::•• ; pp : ;•`. i „„.A.:,::: »> OK! «< Current Input provides exactly » »> 13 71 IF All Output Checks: "OK" Panel I.xls Page 2 #.5 Bars;:in pier width= 192.00 IN Vertical. EF 6/15/00 11:10 AM W §, W N LL, to O fl. < ' N om : o Ia I- Wu U i 0 ! W Z 0 Imo ;. z sheet 1 of 2 PG PROJECT: Mustang Structural Wall Thickness Reveal depth : ENTER LOAD CASE: SEISMIC CHECK Seismic Factor: DEAD Load Factor: LIVE Load Factor: LATERAL Load Factor: h= reveal= C LFD= LFL= LFLAT= Tributary Panel Width: Design Pier Width: TribW= Pier= Wall Opng Factor: 1 = solid WOF= Design Wall Height: Critical Section or Opng Ht: Door or Window Unit WEIGHT:(psf) Parapet height (FT) : Lc= Low h ..................... <.075in 038€ 1.38 Fi . 1.4 _800 ft 200 ft 31 OO ft 1 50:1t'> UNIFORM LATERAL SERVICE LOAD: NOTE: 97UBC, F is Ultimate Load, w • E = F 11.4 Service Lateral Load : w= 31;10psf UNIFORM GRAVITY LOADS along T/WALL: Roof and /or Floor DL : Roof and /or Floor LL. : eccentricity of Roof Load : Poi= 0 600 1 klf PLL= > S OO in REBAR DISTRIBUTION: <Z 1 = Rebar centered or 2 = reinforcing at both faces if rebar dist =2:assume Vert bars Inside of Horz 8 No Vert Reveal exist Exterior Cover: @ reveal to Verts: Inside Cover: to Horz: Horizontal Rebar Diameter: ESTIMATE TRIAL BAR SIZE AND SPACING: Vertical Rebar Size: Vertical Rebar Spacing: CONCRETE STRENGTH: REBAR STRENGTH: >'075 n s= f = :: <:r:: 60; tai Depth of Footing below slab reinf: DF= Friction Factor @ Base: = 2.00 ft n:0:3 —> - > WALL LOCATION (NO.) Panel I, leg B =Total Wall t - reveal = 0 if none. 1 =wind or 2 =seismic (step load considering reduced seismic load @ opngs) U= ( (1.2 +0.5Ca *I D + 1 4Es +(0.5 L + 0.7S)] 97 UBC Table 16 -Q, =NA for wind 97 UBC 1909.2 for WIND load factors 97 UBC 1812.2.1 and Eq (30.1) for SEISMIC load factors Es = Eh / 1.4 where Eh = design seismic loads per 97 UBC Section 1630 Wail Opening Factor (WOF )_ (Trib Width of Panel )1 bier width ) Max WOF should be 6 » »» Calculated WOF « « «< ENTER CALC'd value « «« 4.0 Height= Clr Ht (SOG to Ledger) +1/2 slab thickness Use Lo =Lc/2 for solid panel. Pick location of Crit X -Sect Accounts for Door Mass In Seismic Analysis Only Used for Dead Load talc's only. Design separately. Panel FORCES to be calculated @: z = 15.00ft Factored = Wu 174 pli Critical section, AXIAL-SERVICE LOAD Roof DL = Roof LL = Wall DL = PD= PL Pwan 2.400 klf 2.972 kif 6.563 klf Critical Section, AXIAL-FACTORED LOAD Roof D +L= P 7.101 klf wall DL = Pu2= 9.056 klf P„ i +P 16.16 klf calc'd bar dia, db= 0.63 in controlling d effective depth d1 5.438 in effective depth d2 = 5.063 in d =(panel thickness - reveal)/2, when rebar distribution =1 FOR =2, d1 = panel t - reveal - ext cover -12 (vert rebar diameter) d2 = panel t • Inside cover • horizontal rebar • 1/2 (vert. rebar diameter) d should be calculated per actual rebar layout if above assumptions do not apply. aliowabe per soils report, typically with 1.5 SF Structural Mode( N3 tension on outside face tension on inside face DETERMINE BASE FIXITY: Normal Force, N @ Base of Wall: Sliding Resistance ® Base, F= t *N Mom Capacity based on friction ® Base, Mb: Simple Span Mss= wL /8 ® service level: Compare Base Moment Restraint to Midspan Moment: Input °/. Fixity ® Base: Fixity= 51% wu'Ic'(0.5 +0.125' Fixity) /1000 +Fixity'(fMn) /DF= 12.75 kif 3.83 kif N =0.81wall weight +Po) _ F =µ'N Mb= 7.65 kip -ft Mss= 14.94 kip -ft Moment Ratio= 51% « potential base fixity= Rb @ x =0 4.58 klf Rbu @ x =0 8.16 klf 51% assumes 80% DL exists = F'DF =WOF'(w' I c ^21811000) =Mb /Mss not to exceed 80% = Service Rxn at Slab /ft =Factored Rxn at Slab /ft Panel I, leg Axis Page 1 6/15/00 2:23 PM 00, co W W 2 ij O I- W u y t- -. L O: W N , so Z SEAOC Recommended Tilt -up Walls Design Procedure as adopted by 97 UBC IF((0.9- (2 c•( 12•h)))))<0.7,0.7,0.9•(2'(Pu/(f c :: # >'•;;;;t ».; < < : 4:iv,..xx \.... ..........:..::..,..,•:.:•.:,,..},:} 0.9 => or = 0.80 Reinf Area = A,= 0.930 sgin /ft (Pu +(As'y)) /fy= Ase = 1.20 sqin /ft ; }; :: >;;:i`:, >.:';: >:i:#u Mi;.iM;:.t.'' " ? < # < »fM>:.,,,•.: 0.04fc= 160 psi •,,,,vv, .. :v.w.:w:: ,...• :••,v,nxv.vn„vxv,vxx v::•:. :,.. v.t•:i•: �:: v:• }y2:.4 :: •\ .n•. ; }:.`,; { >.oi }i:ty }T x,• • n:•:.::•. w: nv: •.:.. ;L:,v.�:.:vvn:,•.:•.::v:x 60% p, balanced= 1.71 %max fr = 0.316 ksi Ec = 3605 ksl Ig = 308 in "4 Icr = 122 inA4 n,v n..:,:.n ., v:: vxn ..,,}..v,..,..:,},:,•.v.,•n;: ;}•:; }•:;; };`.� • }• `• :.,:: u;}.` �..;;: q}::};}}}}' t't}}' tR'<;}::}}}}}}}:}::::::}'t: ::.:.::.::::.:.::..,:::::::,: ::.: �:.: ..::. ::,...:..� :..,..,::::}:::..::. �::..:.::.:::..,.:..: >0.7 »> OK! «< :•.. :,•.x•nvx :.:: \:• n:, ,vv.,:v.xvnx•.:vvw.,,:•.x:,x,:w ...:,v:. :•.v •nv•.:x::•n,vxx:•:.w:::.:vn »> OM «< ::..,..:::..:.. ,.:.:.:.. ::::....:::..,•,,:.... tC Rf1ltiMt:�tsls::�::>t. Lil. 1.'•.l;flT� .... +till 147 psi 11 lljj/� 1.53% 8.04 0.72 2.08 in 1.77 in ....::....::.>.:. '��•r. ��.,. t•:}} Max. Comp Stress @midht = lc= �I.Vi1.�y y �,`�,y,�,y,,, � y., y Vf7i f:�iR�\IR{1 > �� hh .y.}y Reinforcement Ratio = P • n = Es/Ec = n = stress block parameter alpha= c= N.A.= Ase•y /(a•f c•12) = c= stress block equiv de th a- y ���,,,�, }� ;+ (�,� '�yy+ A1 }:.. IR7ilAi/ ilf: lllttt: �t' Jf�itQ„ I�... iri' �.•`,:`.:;}}} t}::}::}}}}}}.:,•.::•..,::•:.:.....,.,,:};•: fr 5•SORT(fc) Ec =57,000'SORT(fc) Ig =bh "3/12, b =12' Icr =nAse "2 *bc^3/3 2' t}• `.} }}`.}v:'t} }};: };::. } } } } }.:.; �.::...:, :.:.,,.. ::::::::::..,..,, :..�: :.., :...,.::.. Mn =(Ase"fy) "(d- Ase "fyl(2 "0.85 "12 "f c)) _ (Ase•fy) *(d -a/2) 1 Mn = 300.6 kip-in 4Mn = 240.6 kip-in Moment Restraint assumed ® Base is Mr. = 10.22 kip- it �tBC •'•� . i(!q '•a11 t d 111"i } yyam� 110 /(6•Ic•Ec•Ig)•1728= I On Lo)•144 .... ........... ..... Mcr = 2.40 kip-ft Mcr = 28.6 kip-in WcR= 20 plf AU• = 0.37 in Acrss = 0.37 in w 209 plf =fr•(Ig) /(h/2) = Mcr•8402•1000 = Mn•8/Ic ^2•1000/12 BASE FIXITY Dell ® Moment Capacity: wCR Lo Ic "3.2 "2 +Lo ^3) /(24'Ec 1728/1000 - Fixity Mcr An =(wn Icr) c^ 3. 2 Ic Lo^ 2+ Lo" 3))' 1. 73- FixityMn/(6•Ec•Icr•Ic)•(Ic ^2 -( •(Ic ^2 Lo ^2) c- Lo) ^2)•(Ic- = 6.81 in II ncludes A = 9.87 in Ultimate Moments MuF = - Fixity(w•IO2/8) /100011- Loflc)•12= Mue = (Pu1•e /12)'Lo/Ic . �i' tiK k v '•} k \:t•:;2t•�.. } \ # �ti }! :v v NM4 v {{.•, fi ..,,,`'}.... „„. }:,: {„iY` }}. •`'.:, }; ,tr :ll F : M.: N Muw= (wu•Lo•(Ic•Lo)RJ1000'12) orMuo= Mu = Muw + Mue - Mup+(P„ = < _ -5.5 k•ft 1.4 k -ft 9.2 k -ft 13.7 k-tt 18.8 k Door /Panel Mass « « « « «< Ratio : 5 % Step Loading Analysis (factored) for Mu Seismic Loading © x=Lo (ignored for wind) W.0= W.1= W2= R8u MU,= 44 plf -68.1 kip -in 51 plf 17.2 kip -in ! T� }: ERti?ik EF::'r.:`: 124 plf 1293 p11 184.6 kip-In 164.6 kip-in 226 kip4n I' A =1 t# :43 k( t >. ! .1111;;> ; .. AIM j »> OK! «< Service Level Checks Determine Service Moment: 3.9 k -ft 1.1 k -ft 2 5 k .-tt 9.8 k•ft 9.4 k•tt Step Loading Analysis (service level) for Ms(ervice) Seismic Loading a X =Lo (ignored for wind) MsF =• Fixity( w •Ic ^2J8) /1000'(1•Loflc)•12•WOF= Mse = WOF•(PDL +PLL)•e•Lollc= . 0::i 2 !:; +` ,2r;.:S «:; 0., : '' ,.&;.' . ,:;,-�;. ' (►}* Msw = (w•WOF•Lo•(Ic- Lo)!2/1000)•12 or Mo= Ms = Mw + Me -MF+ (P1 +P = N N N 11 II 3 3 3�re 2 . 31 p11 .47.2 kip-in 36 p11 13.0 kip-in 88 plf .. ^'. R :; , 924 p11 117.6 kip-in 117.6 kip-in 113.0 kip-in 9.42 kip-ft Service Moment = Ms = Service Deflections Check As= 1F(Ms< Mcr,( 5/ 48)•( Ms' 12•( Ic• 12)^ 2)/( Ec• Ig), Dcr+( (Ms•Mcr) /(fMn/e•Mcr)•(Dn•Dcr))) < _ Allowable Deflection • ;� < {i y :tttt:: M1' Ci.:`% i Service Deflection i SAz :i.} } >. ; }.: •:, >.:} E i•': ?:ii r, ` r': i s':�Fiii.: >. ? >'.. t•:: ; <:• ; :..; : }:••: f Panel I, leg A.xls Page 2 P� Current Input provides exactly » »> 6 00 IF All Output :Checks: "OK." : #;5 Bars in pier width 24.00 IN I 4" Vertical:EF 6/15/00 2:23 PM W Up W W W 2 J : u_ <; 07 3 ` Wi 0 2 j i U O ; Q CO 0t-- W W. W Z z 0 5 " oG F uErlit tkL Le DCFENG1NEERS IN D'AMATO CONVERSANO INC. [ PhJ i ect No. Project Subject T ar- Sheet No. P,$ Date By ?Ainel 7� Ltt 4r tad 'I.ei4 4 101421 IOly t> ID Panel 11, leg A.xls Page 1 sheet 1 of 2 6/15/00 3:06 PM P ................ ....... . Partial Base Fixity) PROJECT: Mustang Structural Wall Thickness Reveal depth : ENTER LOAD CASE: SEISMIC CHECK Seismic Factor: DEAD Load Factor: LIVE Load Factor: LATERAL Load Factor: reveal= Tributary Panel Width: Design Pier Width: Wall Opng Factor: 1 = solid TribW= Pier= WOF= Design Wall Height: Critical Section or Opng Ht: Door or Window Unit WEIOHT:(pst) Parapet height (FT) : Lc= Lo= hp= ................ 0 751n U= [(1.2 +0.5Ca *I'D +1 LF LFL= LFLAT= 03 1.38 17y5 1.4 t)Qft< 3100;1 15 00'ft ;: UNIFORM LATERAL SERVICE LOAD: NOTE: 97UBC, F is Ultimate Load, w = E = F 11.4 Service Lateral Load : UNIFORM GRAVITY LOADS alonta T/WALL: Roof and/or Floor DL : Roof and /or Floor LL eccentricity of Roof Load : PDL PLL REBAR DISTRIBUTION: 1 = Rebar centered or 2 = reinforcing at both faces If rebar dist =2:assume Vert bars inside of Horz 8 No Vert Reveal exist Exterior Cover: ® reveal to Verts: 1;00 in Inside Cover: to Horz: Horizontal Rebar Diameter: ESTIMATE TRIAL 8AR SIZE AND SPACING: Vertical Rebar Size: Vertical Rebar Spacing: s= 14.0 In CONCRETE STRENGTH: REBAR STRENGTH: in Depth of Footing below slab reinf: Friction Factor t@ Base: DF= = » .2:001t —> —> —> —> WALL LOCATION (NO.) Panel II, leg A =Total Wall t - reveal = 0 if none. 1 =wind or 2= seismic (step load considering reduced seismic load © opngs) 4Es + (0.5 L + 0.7S) ] 97 UBC Table 16 -Q, =NA for wind 97 UBC 1909.2 for WIND load factors 97 UBC 1812.2.1 and Eq (30.1) for SEISMIC load factors Es = Eh / 1.4 where Eh = design seismic loads per 97 UBC Section 1630 Wall Opening Factor (WOF )_ (Trib Width of Panel j/ ( pier width ) Max WOF should be 6 » »» Calculated WOF « « «< ENTER CALC'd value « «« 1.3 Height= Clr Ht (SOG to Ledger) +1 slab thickness Use Lo •Lc/2 for solid panel. Pick location of Crit XSect. Accounts for Door Mass In Seismic Analysis Only Used for Dead Load calc's only. Design separately. Panel FORCES to be calculated @: z = 15.00 ft Factored = Wu 57 plf Critical Section, AXIAL-SERVICE LOAD Roof DL = Po= Roof LL = PL= Wall DL = Pwal1 Critical Section, AXIAL- FACTORED LOAD Roof D +L= P wall DL = Pu2= P +P 0.780 kif 0.966 kif 2.133 kif 2.308 kif 2.943 kif 5.25 kif calc'd bar dia, db= 0.63 in controlling d = effective depth d1 5.438 in effective depth d2 5.063 in d .(panel thickness - reveal)/2, when rebar distribution =1 FOR =2, d1 = panel t - reveal - ext cover -1/2 (vert. rebar diameter) d2 = panel t • inside cover • horizontal rebar -1/2 (vert. rebar diameter) d should be calculated per actual rebar layout if above assumptions do not apply. ailowabe per soils report, typically with 1.5 SF Structural Model A/3 tension on outside face tension on inside face DETERMINE BASE FIXITY: Normal Force, N ® Base of Wall: Sliding Resistance @ Base, F -µ N Mom Capacity based on friction Gro Base, Mb: Simple Span Mss= wL /8 ® service level: Compare Base Moment Restraint to Midspan Moment: Input e/. Fixity @ Base: Fixity= 51 % wu'Ic *(0.5 +0.125' Fixity) /1000+Fixity'(fMn) /DF= N.0.8•(wall weight +P _ F =µ'N Mb= Mss= Moment Ratio= « « potential base fixity Rb @ x =0 Rbu @ x =0 4.14 kif 1.24 kif 2.49 kip -ft 4.86 kip -ft 51% 51% 1.78 kif 2.87 kif assumes 80% DL exists = F'DF = W O F (w' I c"2/8/ 1000) =Mb /Mss not to exceed 80% = Service Rxn at Slab /ft = Factored Rxn at Slab /ft tY �; c.) § ca N W` W QQ O LL Q ' se a t� W O t W U C ; 0 � . O 1— W w V . O u Z , 0 1— Z SEAOC Recommended Tilt-up Walls Design Procedure as adopted by 97 UBC IF((0.9-(2*(Pu/(f_c :: ' . ''' 48 psi ::: < 0.9=> 0 = 0,87 >0.7 Reinf Area = A,= 0.266 sqin/ft Pu+(As• ) Ase S 0.35 sqin/ft 0.04tc= 160 psi >>> OK! <<< M =-Fixite(wic"2/8)/1000*(1-Lor1c)•12•WOF= Mse = WOP(PDL+PLL)e•Lotic= EPIPNWIPTAIRM" Msw = (w•WOF•Lollc-Loy2J1000)•12 or Mo= Ms = Mw + Me -Mr+ (P1+1 = Max. Comp Stress@midht • fc= 7, :.:. : ?:::&:$4,.:::$ ................................ < .„ 60% p, balanced= 1.71%max fr = 0.316 ksl Ec • 3605 ksl Ig = 308 in"4 kr = 57 in"4 >» OM «< Reinforcement Ratio = P = 0.44% n • Es/Ec = n = 8.04 stress block parameter alpha= 0.72 c• N.A.- Asely/(al c*12) = c= 0.61 in stress block eq de a= 52 pth 0. in fr=5•SORT(tc) Ec=57.000•SCAT(fc) Ig=bh^3/12, b=12" rligira'21*" .":::riliMMEEMBI NANCD...:MORMENIMEN.;:iiiiMEMINEMME..na.Mai:iiinn2 Mn =(Ase*fy)*(d-Asely/(2"0.85"12"f c)) xi (Ase*fy)*(d-a/2) Mn = 101.8 kip-in $Mn • 88.3 kip-in Moment Restraint assumed @ Base • MFn • 3.76 kip-ft C h1c Oefi.ctlons Seetkih 19$4.B .....16NESPONEMOMMENNO Den @ Moment Capacity: wCR tin .(wri•Lo/(24•Ec•Icr)*(1c"3-2•1c•Lo Ic-Lo)A2)(1c-Lo)•144 Service Moment • Ms = Mcr = 2.40 kip-ft Mcr • 28.8 kip-in wca= 20 pif Act 0.37 in Auss = 0.37 in we 71 pif =fr(Ig)/(11/2) .Mcr•8ficA29000 =Mn•13/1c"2•1000/12 I ncludes BASE FIXITY I An = 4.91 in 7.12 in Ultimate Moments MuF = -Fixity(w•102/8)/1000*(1-Loilc)•12= Mue = (Pui•e/12)*Lo/Ic EIPMERPERIESPRigr::::::::7755711447"."'ir Muw = (wu•Lo(ic-Lo)/2/100092) or Muo= Mu • Muw + Mue -Mur+(P = -1.8 IA 0.5 k.ft 6.1 k.ft Door/Panel Mass <<<<.c.c Ratio: 5% Step Loading Analysis (factored) for Mu Seismic Loading @ x=Lo (ignored for wind) N 11 11 11._ I ce 0 44 plf -21.5 kip-in 44 plf 5.8 kip-In 72.9 kip-in 12 plf 737 plf 72.9 kip-in 83 kip4n 1 . . . .:.rT ;„. ' „ ......................... .. . t . . . . .. i..0.01 >>> OK! <<< Service Level Checks Determine Service Moment: -1.3 k•ft 0.4 k-ft 08 k'ft 4.3 k-ft 4.2 k-ft Step Loading Analysis (service level) for Ms(ervice) Seismic Loading @ X=Lo (ignored for wind) M =-Fixite(wic"2/8)/1000*(1-Lor1c)•12•WOF= Mse = WOP(PDL+PLL)e•Lotic= EPIPNWIPTAIRM" Msw = (w•WOF•Lollc-Loy2J1000)•12 or Mo= Ms = Mw + Me -Mr+ (P1+1 = N N 0 II 3 3 re 2 31 plf -15.3 kip-in 32 plf 4.2 kip-In 9 plf " . " *P'"'''' 528 plf 52.1 kip-in 52.1 kip-in 50.6 kip-in 4.21 kip-ft Service Moment • Ms = Service Deflections Check As=1F(Ms<Mcr,(5/48)•(Ms•12(1c*12)A2)/(Ec•Ig),Dcr+aMs-Mcr)/(fMnfis•Mcr)*(Dn•Dcr))) Service Deflectionta*iiiiikiffiel < ? Idi50 = timi::0::::::::::::::•;:;,.,:uA,.:.:m1 Allowable Deflection 1::::.:::::: ' .;:iniiinaiiiiiiiii'""ii''''':ii"' :::::::::::::::01 >>> OK! <<< ' • r 0-1 •;.•: Panel II, leg A.xls P IQ . 60.00 IN IF All Output Checks "OK" . Page 2 6/15/00 3:06 PM I lla te lligartIMIMPAIPMFAWNIAMMVnttitMln.istrjArj■MIAMMEMAMIMMAinnYtMnt.1 . 009WIMM4nnnOnvmonme.......on.......,w , tom , arnworon , nn rn A .A n s,A F FOPMAWFASWOMORMIAWSIMMAKAIF,A,MARnei.,01, DETERMINE BASE FIXITY: Panel II, leg B,xls PROJECT: Mustang Structural Wall Thickness Reveal depth : ENTER LOAD CASE: SEISMIC CHECK Seismic Factor: DEAD Load Factor: LIVE Load Factor: LATERAL Load Factor: hie reveal= C LF LFL= LFLAI= Tributary Panel Width: Design Pier Width: Wall Opng Factor: 1 = solid TribW= Pier= WOF= Design Wall Height: Critical Section or Opng Ht: Door or Window Unit WEIGHT:(psf) Parapet height (FT) : Lc= Lo= h CONCRETE STRENGTH: REBAR STRENGTH: =Total Wall t - reveal = 0 if none. *mind or 2 =seismic (step load considering reduced seismic load @ opngs) U = [ (1.2+ 0.5Ca *I D + 1 4Es + (0.5 L + 0.7S) ] 1.38 1.4 3100ft; _50psf:: 150 tt: UNIFORM LATERAL SERVICE LOAD: NOTE: 97UBC, F is Ultimate Load, w = Eeervioe = F 11.4 Service Lateral Load : w= 31.10 psf UNIFORM GRAVITY LOADS along T/WALL: Roof and /or Floor DL : Roof and /or Floor LL : eccentricity of Roof Load : .00!klf '43 :klt 00'n REBAR DISTRIBUTION: ;2 1 = Rebar centered or 2 = reinforcing at both faces if rebar dist= 2:assume Vert bars Inside of Horz 8, No Vert Reveal exist Exterior Cover: ® reveal to Verts: 1 n Inside Cover: to Horz: Horizontal Rebar Diameter: ESTIMATE TRIAL BAR SIZE AND SPACING: Vertical Rebar Size: 5. Vertical Rebar Spacing: s= < 5.0 in 063. In ksi fy =I ksi Depth of Footing below slab reinf: Friction Factor ® Base: Dr= I+= 2.00 ft 03 ___.> WALL LOCATION (NO.) Panel II, leg B 97 UBC Table 16 -Q, =NA for wind 97 UBC 1909.2 for WIND load factors 97 UBC 1812.2.1 and Eq (30.1) for SEISMIC load factors Es = Eh / 1.4 where Eh = design seismic loads per 97 UBC Section 1630 Wall Opening Factor (WOF )_ (Trib Width of Panel ) / ( pier width ) Max WOF should be 6 » »» Calculated WOF « « «< ENTER CALC'd value « «« 3.5 Height= Clr Ht (SOG to Ledger) +1/2 slab thickness Use Lo=Lc/2 for solid panel. Pick location of Crit X•Sect Accounts for Door Mass in Seismic Analysis Only Used for Dead Load talc's only. Design separately. Panel FORCES to be calculated @: z= 15.00ft Factored = Wo= 152 pif Critical Section, AXIAL-SERVICE LOAD Roof DL = Roof LL = WaII DL = PD= PL= Pwall 2.100 kif 2.601 kif 5.742 kif Critical Section, AXIAL- FACTORED LOAD Roof D +L= P„ 1 = 6.214 klf wall DL = Pu2= 7.924 klf Put +Po2= 14.14 kif calc'd bar dia, db= 0.63 in controlling d = effective depth di = 5.438 in effective depth d2 = 6.063 in d = (panel thickness - reveal)/2, when rebar distribution =1 FOR =2, di = panel t - reveal - ext cover • 1/2 (vent rebar diameter) d2 = panel t • Inside cover - horizontal rebar -112 (vent rebar diameter) d should be calculated per actual rebar layout if above assumptions do not apply. allowabe per soils report, typically with 1.5 SF Structural Mode A/3 tension on outside face tension on inside face Normal Force, N @ Base of Wall: Sliding Resistance @ Base, F=. N Mom Capacity based on friction @ Base, Mb: Simple Span Mss= wL /8 @ service level: Compare Base Moment Restraint to Midspan Moment: Input % Fixity @ Base: Fixity= wu'Ic'(0.5 +0. 125 *Fixity) /1000 +Fixity'(fMn) /DF= Page 1 N =0.8'(wall weight +Po) F =µ'N Mb= Mss= Moment Ratio= « potential base fixity= Rb @ x =0 Rbu @ x =0 11.16 kif 3.35 kif 6.69 kip -ft 13.08 kip -ft 51% 51% 4.06 kif 7.07 kif sheet 1 of 2 assumes 80% DL exists = F'DF =WOP(w'Ic"2/8/1000) =Mb /Mss not to exceed 80% =Service Rxn at Slab /ft =Factored Rxn at Slab /ft 6 /15 /00 3:11 PM SEAOC Recommended Tilt-up Walls Design Procedure as adopted by 97 UBC 19(0.9-(2*(Pu/(f_c*(12th)))))<0.7,0.7,0.9-(2*(Pu/(f_c*(1211))))). 0.9=> e = 0.81 Reinf Area = A,= 0.744 sqin/ft (Pu+(As•fy))/fy= Ase = 0.98 sqin/ft ':: >0.7 ChckAidaI*fts**it x• - Iiiitti ' :IM Max. Comp Stress@mldht it fc= 129 psi < N n It mro 3 3 11 .'" ' ' '`''"' 1.22% 8.04 0,72 1.70 in 1.45 In < 7atalita011111111511311111111111111 60% p, balanced= 1.71%max fr = 0316 ksi Ec = 3605 ksi Ig = 308 inA4 Icr = 109 lnA4 11.4 kip-in Reinforcement Ratio = P ' n = Es/Ec = n = stress block parameter alpha= c= N.A.= Ase*ty/(a*f c'12) = C= stress block eguiv de th a= >» OKI «< fr=5•SORT(fc) Ec=57,000•SORT(fc) Ig=bh^3/12, 13=12" Icr =nAse d-c)^2+bc^3/3 ' • iii="...:::x"" • 'k'''' ''''''' .". iRWICIWMITT, .. siiiiii ' .:Irlskiii.:: 21(Ase*fy)*(d-a/2) 1 :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: :::::%:::::?m:::::0:::::::::::::::k:::::::::::::::::z:*:m:::::z:::::::::::::::m:::::::::::::::::z::::::::::::::m.::::::::mx:::::::::::::::m:::::::::::::::=:...n.,z,::..o.m:::,:::::::,, Mn = 255.1 kip-in Mn =(Asely)*(d-Asely/(2"0.85"12"f_c)) *Win = 207.3 kip-in Moment Restraint assumed ® Base = MFn " 8.81 kip-ft . b e ck - D&�t1n Mom - - .:. % Ic-Lo)A2)*(1c-Lo)•144 " - -- tBC seoi* : - , •- ,,,,,,,, ,,,,,,,:::::::.::::::::::::..::::::: wa** , :se::: , rwm . 1 . N , K , : .. s .. 1::::: , :.:::1:0:::::;:imww.:::::::::::miziiiiii." , : , :::$%:,:::::::,::,,::::::::::::::?:::::::::::::„....::::::::::::: ; „ a Mcr lc 2.40 kip-ft Mcr = 28.8 kip-in wcx= 20 plf Acr = 0.37 in Acrss = 0.37 in w 177 plf =ft•ogy(h/2) =Mcr8ilc.29000 =Mn•13/1c^2•1000/12 BASE FIXITY Defl ® Moment Capacity: wCR M =frin 1 An = 6.47 in 'includes 9.38 in Ultimate Moments MuF = -Fixitr(w•lc.2/8)(1000*(1-Lo/lc)•12= Mue = (Pu1•0/12)'Lo/lc :EnlignalaraP.:0.10#0 .........,,,,,,,,,,,,...,............................w.w.....x %Ns - ..........y.,..:,...0:4...., Muw = (wu•Lo•(Ic-Lo)12/100012) or Muo= Mu = Muw + Mue -MuF+(P = -4.8 k-ft 1.3 k.ft 7.8 k-ft 12.3 k4( 16.4 k Door/Panel Mass «««««< Ratio : 5 % I Step Loading Analysis (factored) for Mu Seismic Loading @ x=Lo (ignored for wind) W Ws W Rio MU.= 44 plf -57.8 kip-in 49 plf 15.0 kip-in Tlfil4« 103 plf 1190p11 147.6 kip-In 147.6 kip-in 196 kip-in Er . 15 .....i >>> OK! <<< Service Level Checks Determine Service Moment: -3.4 (Of 0.9 k-ft 22 lc-ft 8.8 k-ft 8.5 k-ft Step Loading Analysis (service level) for Ms(ervice) Seismic Loading ej X=Lo (ignored for wind) M. =-Fixity(wic"2(8)11000(1-Lo/lc)•12•WOF= Mse = WOP(POL+PLL)e•Lo/lc= RIPRAIRVIIMPESteg/Wir Msw = (w•WOF•Lo(lc-Lo)/2/1000)•12 or Mo= Ms = Mw + Me -M (P1+P2)As = N n It mro 3 3 11 31 off -41.3 kip-in 35 plf 11.4 kip-in 74 plf M i.. WM 105.5 kip-in 850p11 105.5 kip-in 101.4 kip-in 8.45 kip-ft Service = Ms = Service Deflections Check As=1F(Ms<Mcr,(5/48)•(Ms•12*(1c•12)42)/(Ec•Ig),Dcops-Mcr)1(fMnie-Mcr)e(On-Dcr))) < ? Ic/150 = Allowable Deflection Service Deflection **23 3' tgail EA-1 -'?:;.:...4:-,10::::::Mg,,,,:..4...b::: :::.: :i.i.:q4. ........... >>> OK! <<< 4 • • Current Input provides. exactly .>">>>> • . :3600 IN IF • ut Checks "OK" • . Ute Panel II, leg B.xls Page 2 6/15/00 3:11 PM 1 sheet 1 of 2 P13 PROJECT: Mustang Structural Wall Thickness Reveal depth : ENTER LOAD CASE: SEISMIC CHECK Seismic Factor: DEAD Load Factor: LIVE Load Factor: LATERAL Load Factor: Tributary Panel Width: Design Pier Width: Wall Opng Factor: 1 = solid Tribal Pier= WOF- Design Wall Height: Critical Section or Opng Ht: Door or Window Unit WEIGHT:(psf) Parapet height (FT) : Lc= Lo= hp= CONCRETE STRENGTH: REBAR STRENGTH: reveal= C LF D = LF L = LF L A T = 6.75 In • Total Wall t - reveal ▪ 0 if none. 1-wind or 2=seismic (step load considering reduced seismic load © opngs) U = (1.2+ 0.5Ca*I) D + 1 4Es + (0.5 L + 0.7S) ] 036 0.75 In 1.38 1.4 5.0 psf Service Lateral Load : w= 31.10 pst UNIFORM GRAVITY LOADS along T/WALL: Roof and/or Floor DL : Root and/or Floor LL : eccentricity of Roof Load : Poi.= PLL° 0.743 kif 5.00 In REBAR DISTRIBUTION: 1 = Rebar centered or 2 = reinforcing at both faces if rebar dist=2:assume Vert bars inside of Horz & No Vert Reveal exist Exterior Cover: @ reveal to Verts: 1 00 in inside Cover: to Horz: Horizontal Rebar Diameter: ESTIMATE TRIAL BAR SIZE AND SPACING: Vertical Rebar Size: Vertical Rebar Spacing: f fy a 60;:kla Depth of Footing below slab reinf: DF= 2.00 ft Friction Factor @ Base: -> -> UNIFORM LATERAL SERVICE LOAD: NOTE: 97UBC, F is Ultimate Load, w = EservIce = Fp / 1.4 —> —> WALL LOCATION (NO.) Panel II, leg C 97 UBC Table 16-Q, =NA for wind 97 UBC 1909.2 for WIND load factors 97 UBC 1812.2.1 and Eq (30.1) for SEISMIC load factors Es = Eh / 1.4 where Eh = design seismic loads per 97 UBC Section 1630 Wall Opening Factor (WOF )= ( Trib Width of Panel )1 ( pier width ) Max WOF should be 6 >>»» Calculated WOF <««« ENTER CALC'd value ««« 4.0 Height= Clr Ht (SOG to Ledger) +1/2 slab thickness Use Lo=Lc12 for solid panel. Pick location of Crit Med. Accounts for Door Mass in Seismic Analysis Only Used for Dead Load calc's only. Design separately. Panel FORCES to be calculated @: Z = 15.00 ft Factored = Wu 174 plf Critical Section, AXIAL LOAD Roof DL = Roof LL = Wall DL = PD PL Pwall Critical section, AXIAL-FACTORED LOAD Roof D+L= PIA= wall DL = Pu2= Pui+Pu2= 2.400 kif 2.972 kif 6.563 kif 7.101 kif 9.056 kif 16.16 kif calc'd bar dia, db= 0.63 in controlling d 5.063 in effective depth d1 = 6.438 in effective depth d2 6.063 in d =(panel thickness • reveal)/2, when rebar distribution =1 FOR =2, d1 = panel t - reveal • rot cover .112 (vert. rebar diameter) d2 = panel t • Inside cover • horizontal rebar -1/2 (vert. rebar diameter) d should be calculated per actual rebar layout if above assumptions do not apply. allowabe per soils report, typically with 1.5 SF Structural Model i!J3 tension on outside face tension on inside face DETERMINE BASE FIXITY: Normal Force, N ® Base of Wall: Sliding Resistance ® Base, Fwit*N Mom Capacity based on friction @ Base, Mb: Simple Span Mss= wL service level: Compare Base Moment Restraint to Midspan Moment: Input % Fixity @ Base: Fixity= 51% wu N=0.8*(wall weight+Po) = F=N Mb= Mss= Moment Ratio= « potential base fixity= Rb @ x=0 Rbu @ x=0 12.75 kif 3.83 kif 7.65 kip•ft 14.94 kip-ft 51% 51% 4.58 kif 8.16 kif assumes 80% DL exists =PDF =WOF'(w902/8/1000) =Mb/Mss not to exceed 80% =Service Rxn at Slab/ft =Factored Rxn at Slab/ft Panel II, leg C.xls Page 1 6/15/00 3:13 PM SEAOC Recommended Tilt -up Walls Design Procedure as adopted by 97 UBC IF(( 0.9> 0 = 0.80 '0.7 Reinf Area - A,= 0.930 sqin!ft (Pu+(Asfy))/fy= Ase = 1.20 sqin/ft ch.kA1aI**t.*u LoHt�itpriTUC $n414t 147 psi E < .. 0.04rc= 160 psi » OK! « Max. Comp Stress@mldht . ¶ M1cUf* Vift Reinforcement Rath P 1.53% n - Es/E n = 8.04 stress block parame pha 0.72 c- N.A. Asefy!(af_c12) = c. 2.08 in stress block e9uiv dearth a= i n < 60% p, balanced= 1.71%max ) ft = 0.316 ksi Ec = 3605 ksl !g = 308 jA4 I9r 122 n4 » OK! <C< fr=5SQRT(tc) Ec57,OOOSQRT(?c) tgbh3/12, b1• IcrnAsed.c)A2+bcA3/3 . 1 : 77 . . . \ *4 - 117.6 kip-in 924 p11 Mn (A (Ase*ty)*(d.a!2) 1 Mn = 300.6 kip-In $Mn = 240.6 kip-In Moment Restraint assumed Base • M = 10.22 kip-ft Service Moment = Ms = 1 Defl Moment Capacity: wCRLo(IcA3.2tcLoA2+LoA3)/(24Ecig)9728I1000.FIxityMcr(IcA2.LoA2)/(6ic*Ec*Ig)*1728 n (wnLoI(24Ec*Icr)(Ic3.2icLo2+LoA3))9,73.Fixity*MnI(6Ec9cric)(IcA2.( c•Lo)A2)(lc•Lo)144 Allowable Detiection Mcr = 2.40 klp•t Mcr = 28.8 kip-In Wcq= 20 p1t cr = 0.37 In crss = 0.37 in w, 209 p1f rtr(Ig)I(hJ2) rMcr•8110A2*1000 rMn8l1c29000I12 (includes BASE FIXITY in = 6.81 in = 9.87 in Ultimate Moments MuF .FIxIty(wIc2J8)/1000(1.LoIIc)92 Mue (Pu1e112)Loflc Muw wuLo(Ic•Lo)/2J100092 or Muo= Mu z Muw + Mue .Mup+(Pi+P)n = ' .5.5 k.ft 1.4 k•ft 92kft 13.7 k-ft 18.8 k•ft Door/Panel Mass « Ratio: 5%I Step Loading Analysis (factored) for Mu Seismic Loading xLo (ignored torwrnd) 333 44 p11 .86.1 kip-In 51p11 17.2 kip•in < tt**P4& 124 p11 1283 pH 184.6 klp4n 184.6 klp•in - 226 kip - 1 1 » OK! « Service Level Checks Determine Service Moment: •3.9 k•ft 1.1 k•ft 25 k •ft 9.8 k•ft 9.4 k•ft Step Loading Analysis (service level) for Ms(esvice) Seismic Loading XLo (ignored for wind) M .Fix(IcA218)J1000(1.LoRc)*12W0F Ms. = WOF(PDL+PLL)•eLoflc , • Msw = (wWO•Lo(Ic•Lo)/21000)12 or Morr Ms Mw + Me .M+ (P u! " 7v m 3 "O CZ 2 31 pH -47.2 klp•ln 38 p11 13.0 klp•In 88 p11 \ *4 - 117.6 kip-in 924 p11 117.6 kip•In 113.0 klpn 9.42 kip -tt Service Moment = Ms = Service Deflections Check SsIF(MsMcr,(5I48)(Ms'12(lc1 2)A2)/(Ecig),Der+((Ms.Mcr)/(fMnI..Mcr)*(Dn.Dcr))) <? 1c1150 Allowable Detiection Service Deflectlon 2 tn * 248 » OK! « wti Panel 11, leg C.xls Current Input provldes exactly» 6.00 # 5 Bars in pierwidth= 24.00 IN IF All Output Checks "OK" use #.5 ..... 4" Vertical EF Page 2 6/15/00 3:13 PM e IPA' o` Vt1zT DCLENGINEERS t- - D'AMATO CONVERSANO INC. [iuiect No. Project Subject T 1ipe Ti Sheet No. Date By PROJECT: Mustang Structural Wall Thickness Reveal depth : ENTER LOAD CASE: SEISMIC CHECK Seismic Factor: DEAD Load Factor: LIVE Load Factor: LATERAL Load Factor: Tributary Panel Width: Design Pier Width: Wall Opng Factor: 1 = solid Tribal Pier= WOF- Design Wall Height: Critical Section or Opng Ht: Door or Window Unit WEIGHT:(psf) Parapet height (FT) : Lc= Lou h UNIFORM LATERAL SERVICE LOAD: NOTE: 97UBC, F is Ultimate Load, w = Epp = F 11.4 Service Lateral Load : w= 31.10 psf UNIFORM GRAVITY LOADS along TIWALL: Roof and/or Floor DL : Roof and/or Floor LL : eccentricity of Roof Load : PM' PLL e= 0.600 kif 0.743 kif REBAR DISTRIBUTION: 1 = Rebar centered or 2 = reinforcing at both faces if rebar dist=2:assume Vert bars inside of Horz & No Vert Reveal exist Exterior Cover: @ reveal to Verts: Inside Cover: to Horz: Horizontal Rebar Diameter: ESTIMATE TRIAL BAR SIZE AND SPACING: Vertical Rebar Size: Vertical Rebar Spacing: CONCRETE STRENGTH: REBAR STRENGTH: h= reveal= LFD. LFL. LFLAT. 5 13 fy = 8.75 in 0.75 In U [ (1.2+ 0.5Cal D + 1 4Es + (0.5 L + 0.7S)) C. 0.36 97 UBC Table 16-C1, =NA for wind 1.38 1.4 0.63 In Depth of Footing below slab reinf: DE. 2.00 ft Friction Factor @ Base: —> WALL LOCATION (NO.) Panel III, solid bearing Total Wall t - reveal = 0 if none. 1-wind or 2=seismic (step load considering reduced seismic load @ opngs) 97 UBC 1909.2 for WIND load factors 97 UBC 1612.2.1 and Eq (30.1) for SEISMIC load factors Es = Eh / 1.4 where Eh = design seismic loads per 97 UBC Section 1630 Wall Opening Factor ( WOF )= ( Trib Width of Panel )/ ( pier width) Max WOF should be 6 >>>>>> Calculated WOF «««< ENTER CALC'd value ««« 1.0 Height= Cir Ht (SOG to Ledger) +1/2 slab thickness Use Lo=Lc/2 for solid panel Pick location of Crit X-Sect. Accounts for Door Mass in Seismic Analysis Only Used for Dead Load calc's only. Design separately. Panel FORCES to be calculated @: z = 15.00 ft Factored = Wu 44 plf Critical Section, AXIAL-SERVICE LOAD Roof DL = PD Roof LL = PL= Wall DL = P 0.600 kif 0.743 kif 1.641 klf Critical Section, AXIAL-FACTORED LOAD Roof D+L= Po= 1.775 kif wall DL = Pu2= 2.264 kif Pui+Pu2= 4.04 klf calc'd bar dia, clb= 0.63 in controlling d 1 6.063in = effective depth d1 = 5.438 in effective depth d2 = 5.063 in d =(panel thickness • reveal)/2, when rebar distribution =1 FOR =2, d1 = panel t - reveal - ext cover - 1/2 (vert rebar diameter) d2 = panel t • inside cover • horizontal rebar • 1/2 (vett rebar diamet d should be calculated per actual rebar layout if above assumptions d allowabe per soils report, typically with 1.5 SF Structural Model A/3 tension on outside face tension on inside face r) o not apply. DETERMINE BASE FIXITY: Normal Force, N @ Base of Wall: Sliding Resistance t Base, F=1" Mom Capacity based on friction ® Base, Mb: Simple Span Mss= wL service level: Compare Base Moment Restraint to Midspan Moment: Input Y. Fixity @ Base: Fixity= 51% wu*Ic*(0.5+0.125*Fixity)/1000+ Fixity*(fMn)/DF= < < N=0.8*(wall weight+PD) F=te'N Mb= Mss= Moment Ratio= « potential base fixity= Rb @ x=0 Rbu @ x=0 3.19 kif 0.96 kif 1.91 kip-ft 3.74 kip-ft 51% 51% 1.47 kif 2.25 kif assumes 80% DL exists =PDF =WOF*(w•lc^2/8/1000) =Mb/Mss not to exceed 80% =Service Rxn at Slab/ft =Factored Rxn at Slab/ft Panel 11, leg C.xls Page 1 sheet 1 of 2 6/15/00 3:20 PM SEAOC Recommended Tilt -up Walls Design Procedure as adopted by 97 UBC IF((0.9- (2•(Pul(f c•(12•h))))) <0.7 ,0.7,0.9- (2 c•(12•h)))))= . tl .,..:,,:k:.::k. 0.9 => re = 0.88 >0.7 Reinf Area = A,= 0.207 sqin /ft PU +( S "y)) /fy= Ase = 0.27 sginln ,; �s`IYIIC iuUFP s#•llts::�t:s4...: .. M:l;tlTi6tr ?3letitii!!•fi�l�� Max. Comp Stress midht = p @ fc= 37 psi .:::{ S. v}}.:•::??? ? ?�'kk?y:'8y' : y}y 4 vyy y ? } ?k, v•:wn• v •:: ,».»:».»A...».:. .. . } :,•..,. .,,}, .i,ti•:,;::.:,;.yS;}y'•`•,'�: },., .... �.� ,. y,... xl.Ril��:�it�k � ry , y :�:?: Reinforcement Ratio P = 0.34% n = Es/Ec n = 8,04 stress block parameter alpha= 0.72 c= N.A. Ase•ty /(n•f c•12) = c= 0.48 in stress block e•uivde•th a= 0.40 in . } � ? ?? }• ••}+:: k? k : ? ?kykk••:• ??k::zkzzz } }:• } ? ? •y:: ?k ?k:: :?? kz? k??::?>.':? k�:? �:? k? ? : ? ??2 ?::? ::kkk ??::z y� y�, . . . �Y. yT yyy:: kkk:: k}:; ki: ;yyy:•�4; ?k;n ?2y:k ?::4::ikkk:: j � ?. < ,.: .. >. + + �•s: < ??;???;: j;???? k. ?? +, ? titi { y}yi $ ?. : 0.04rc= 160 psi 4„ vv. y. y,.,,..,:, v»:.:v;•.......,,,.:.:•.v.;w:•: • }••:+ }y }.. ;».}}:.. n...., vv» v».,.,? 2:•.,•.,•. v..,•::,•}:.,: 2•: 2• :: »•::2:,,,,.v:.t,,,,:;; :;ii: "2;i;:yk� ".:: `:2 :?k:`�•. , ::,,,::::. ::2.. ,. ,.., � k:;.}y 2} y;;. }ygyyyyyy:yy,y;.y;.y.y . .: . . kvn: v. vv.,;, x: xkkk???;????; 60% p, balanced= 1.71 %max fr = 0.316 ksl Ec = 3605 ksi Ig = 308 In ^4 Icr= 47in ^4 kkk??;:; k? k;??? kk::?? k? k????? kkk?? kk;:? kk? k?,?: S:?? k ?? k k? �: k? kkkk? kk??? kk? y.????? kkk'::: kk?? kk'.`:+ ::. # }+} • + y. y: y, x•+:•} x.,;}:•+} yy++} y} yy::. y..: y,,..,,:} y.::::,•.:..,•:.?,,:.,•::::.::,:•.,•:.,,: ": � ?:: :::. : ::' + 4 kip » « > OK! < ,,::v,... •::nv::. ».,:::•n»v::.: +.• } }:: •::.»::.»:,::v :•.::.. } : y .: y : ;y ,,. } .:: }: yk?.:: c?? 2k;; k2k;? k? 22k,ikkk::? ?? ?kk?kkt ? ?k?kkkk:i »> OK! «< fr Ec =57,000•SORT(fc) Ig =bh "3/12, b =12 Icr =nAsed- c ^2 +bc ^3/3 k'.':: Skk??: �:?•`. k ? ? ? ?k::k ??kk:: ?k:: ?k? >., ",:::s: kk ?�:; •.::•.,:::::.:.»,,,•.:,•.,:•.c Mn = (Ase *fy) *(d - Ase *fy /(2 "0.85 *12 "f c)) m (Ase *fy) *(d•a /2) 1 Mn = 79.9 -in +Mn = 69.9 kip4n Moment Restraint assumed @ Base = MF„ = 2.97 kip-ft : ,...: ..,... ; ., y :•. y , y : , ,, •., •, , ,::. „ .. .. .... .::.:2.:2 ; «; ;22;:;;.:.:;22;;« y :y ,,; y , � : . ? . .y ,. . , �. >•3YI A��� ' ?1� +� y y��i :. � •, 7i• /'� "p. / .?' �. i�1 � 1i1�Ri� ' �i�l' 1t�•'; � I �p l;z' ?z�z # ?�•`•.' <� ?z�i`i',.+ . � t � 1r F ^F : : : : :....,......:.,..:.......:,....: ...........:..::..:: k..,.......:..;.:. ........,.,.....:.:....`.;�:::, Den @ Moment Capacity: wCR• Lo•( Ic" 3. 2• Ic• Lo ^2 +Lo^3) /(24 Fixity Mcr An =( wn Lo/( 24• Ec9cr)•( Ic" 3. 2• Ic• Lo" 2+ Lo^ 3)) 1. 73- Fixity ^2 -( •(Ic"2- Lo^2)I(8•Ic•Ec•Ig) c- Lo)^2)•(Ic- 1 Lo)•144 Mcr = 2.40 kip -ft Mcr = 28.8 kip-in WAR= 20 pit Acr = 0.37 in Hass = 0.37 in vi 65 pit � =te(I8)/(h/2) =Mcr•8/lc^29000 = Mn08/lc ^2•1000112 BASE FIXITY An = 4.71 in (i ncludes 6.83 in Ultimate Moments MuF = - Fixity(w•Ic ^2/B) /100011- La/Ic) Mue = (Pu1 •`&. �12 : "' is k �Ky ;,:., ? ?ivyµ ?z.:.;Vy z? ?r•:24 Ik jt u!v:: VA Muw = (wu•Lo•(le- Lo)/2/1000 or Muo= Mu = Muw + Mue - Mup+(P„j +P„a)An = -1.4 k -ft 0.4 k--ft 1'6 lc-ft 5.2 k -ft 5.8 k -ft Door /Panel Mass a « « « «« Ratio : 6°/. Service Deflection iii € `iti . ; y:;2k ?z ? ::63:.':z 1<'' :: Step Loading Analysis (factored) for Mu Seismic Loading rg x=Lo (Ignored for wind) U _ n IL n 3 33re 2 44 plf -18.5 kip-in 44 plf 4.3 kip-in ? ..::1 i s 0 plf 675 p11 82.7 kip -In 82.7 kip -in 69 kip-in • i ?k ?i�?;n •• .7:144:. :::. •.,.: {:.; {;,:. }: :2 >..: ? :kr ...,42.:: y:3:4:2'2'{,:: k .. ; { ? x^.c.v ??_< » »» »> OK! «< Service Level Checks Determine Service Moment: -1.0 k -ft 0.3 k -ft 0.6k-ft 3.7 k -ft 3.8 k -ft Step Loading Analysis (service level) for Ms(ervice) Seismic Loading © X =Lo (ignored for wind) Ms, =- Fixity•(w•Ic ^2/8)/1000 Lollc) Mse = WOF•(PDL +PLL)•e•Lollc= +M P .»L ," .. �t� » l . :. ,:N2`:? Msw = (w•WOF•Lo•(Ic- Lo)/2/1000) or Mo= Ms = Mw + Me -M (P +P = )As = E n n u n 3 3 z 2 31 plf -11.8 kip-in 31 plf 3.2 kip-in 0 plf i l' 14: 482 pit 44.8 kip -in 44.8 kip -in 43.6 kipdn 3.64 kip -ft Service Moment = Ms = Service Deflections Check As =1F(Ms< Mcr,( 5/ 48)•( Ms• 12•(Ic•12) ^2)I(Ec•Ig),Dcr +((Ms- Mcr) /(fMNe- Mcr)•(Dn- Dcr))) < 'j Ic1160 = Allowable Deflection Service Deflection iii € `iti . ; y:;2k ?z ? ::63:.':z 1<'' :: ::i z 3 zy.# '•i 2 22 • > tla. } } :< y ,. : k. »> «< r e 'Current Input provides exactly » »> 0 67 #:S Bars in pier width 12.00 IN IF All Output Checks "OK" ::: • •••• use Panel II, leg C.xls Page 2 6/15/00 3:20 PM na �p'��~1•5'. ICLE.tlTJIwaN.lu+ ara mccre ,'d y e d =�v.:.�.,.w. - , ..,.j , . =. «.............r.r�_. - ...m., m e ,, ri . ara! Parhi oantuswx ve 115G 0 DCLENG1NEERS IN D'AMATO CONVERSANO INC. [ P liiiect No. Project MU Subject Tie -Tvi, Sheet No. P —I$ Date By milli licl Iwv� . t e, v r5 4 = i'-(•" Lod roof PL: "' (SP ?6) (trre4) - 414 1,4 _ 21 1'4. PROJECT: Mustang Structural Wall Thickness Reveal depth : ENTER LOAD CASE: SEISMIC CHECK Seismic Factor: DEAD Load Factor: LIVE Load Factor: LATERAL Load Factor: reveal= U =[( C,= LF LFL= LFLAT= Tributary Panel Width: Design Pier Width: Wall Opng Factor: 1 = solid TribW= Pier= WOF= Design Wall Height: Critical Section or Opng Ht: Door or Window Unit WEIGHT:(psf) Parapet height (FT) : Lc= Lo= h UNIFORM LATERAL SERVICE LOAD: NOTE: 97UBC, F is Ultimate Load, w = Eservlc. = F / 1.4 Service Lateral Load : w= 3.1'10'psf UNIFORM GRAVITY LOADS along T/WALL: Roof and /or Floor DL : Roof and /or Floor LL : eccentricity of Roof Load : 1 75 kif 0 kit 5 .00 att REBAR DISTRIBUTION: >1 1 = Rebar centered or 2 = reinforcing at both faces if rebar dist= 2:assume Vert bars inside of Horz 8 No Vert Reveal exist Exterior Cover: @ reveal to Verts: Inside Cover: to Horz: Horizontal Rebar Diameter: ESTIMATE TRIAL BAR SIZE AND SPACING: Vertical Rebar Size: Vertical Rebar Spacing: CONCRETE STRENGTH: REBAR STRENGTH: 1.38 12y5:'< 1.4 1:00 ft z�ao rr 13;50 ft 5.0 psi Depth of Footing below slab reinf: Friction Factor @ Base: DF= 0.3 WALL LOCATION (NO.) Panel III, solid non -beari =Total Wall t - reveal = 0 if none. 1=wind or 2 =seismic (step load considering reduced seismic Toad @ opngs) 1.2+ 0.5Ca*I D + 1 4Es + (0.5 L + 0.7S) ] 97 UBC Table 16 -Q, =NA for wind 97 UBC 1909.2 for WIND load factors 97 UBC 1812.2.1 and Eq (30.1) for SEISMIC load factors Es = Eh / 1.4 where Eh = design seismic loads per 97 UBC Section 1630 -> Wall Opening Factor (WOF )_ (Trib Width of Panel ) 1 ( pier width ) Max WOF should be 6 » »» ENTER CALC'd value « «« Calculated WOF 1.0 Height= Clr Ht (SOG to Ledger) +1/2 slab thickness Use Lo =Lc/2 for solid panel. Pick location of Crit )(Sect Accounts for Door Mass in Seismic Analysis Only Used for Dead Load calc's only. Design separately. Panel FORCES to be calculated @: Z = 13.50 ft Factored = W 44 plf Critical Section, AXIAL-SERVICE LOAD Roof DL = Po= Roof LL = PL= Wall DL = Pwall 0.075 kif 0.094 kif 1.406 kif Critical Section, AXIAL-FACTORED LOAD Roof D +L= P„ 1 = 0.223 kif wall DL = Pu2= 1.941 kif P„ 1 +P 2.16 kif calc'd bar dia, db= 0.63 In controlling d = t: L375ar effective depth d1 = 3.375 in effective depth d2 r= 3.375 in d =(panel thickness - reveal)/2, when rebar distribution =1 FOR =2, d1 = panel t • reveal • ext cover -112 (vert rebar diameter) d2 = panel t - Inside cover - horizontal rebar • 1/2 (vert rebar diameter) d should be calculated per actual rebar layout if above assumptions do not apply. allowabe per soils report, typically with 1.5 SF Structural Model A/3 tension on outside face tension on Inside face DETERMINE BASE FIXITY: Normal Force, N @ Base of Wall: Sliding Resistance @ Base, F =µ'N Mom Capacity based on friction @ Base, Mb: Simple Span Mss= wL @ service level: Compare Base Moment Restraint to Midspan Moment: Input % Fixity @ Base: Fixity= ' 50 %% wu'Ic• (0.5 +0.125'Fixity) /1000 +Fixity'(fMn) /DF= N =0.8•(wall weight +P _ F =µ'N Mb= Mss= Moment Ratio= « potential base fixity Rb @x =0 Rbu @ x =0 2.36 kif 0.71 kif 1.42 kip -ft 2.83 kip -ft 50% 50% 1.08 kif 1.72 kif assumes 80% DL exists =F'DF =W0P(w•IO2/8 /1000) =Mb /Mss not to exceed 80% = Service Rxn at Slab /ft = Factored Rxn at Slab /ft Panel III, solid non•bearing.xls Page 1 sheet 1 of 2 6/15/00 3:50 PM SEAOC Recommended Tilt -up Walls Design Procedure as adopted by 97 UBC IF( (0.9•(2•(Pu/(f_c•(12•h)))))<0.7 ,0.7,0.9- (2•(Pu /(f c•(12•h)))))= 0.9 => 0 = 0.89 >0.7 Relnf Area e A,= 0.266 sqin /ft (Pu +(As•y)) /fy= Aso = 0.30 sgin /ft CFuti1 <st :: •: (tAit)pt:!'!t!ll:at(t�li . LI . •! !`L1�':B� } { , ... n t� ., Wil Miis�};};i:' ;.:J:; }. :,,,,,,,A.nv:•.vv» vvv: nvn v,,.:.. vxw: n,.:..: v.,,•.:, v„ v ,.. vvvvn:::: :. }::: }:;•,;;•.,;:}i:y %: ; }r:;: Max. Comp Stress @midht = fc- 19 psi < 0.04fc= 160 psi »> OK! «< ,, ,m0§. , v. v:4 }•••.:vv: }•••.vv k::: vv: nx vv: w: v: v.:vn,•i: }} >••:•:••:•::•;•vi: •:,:, ..,.n, ..,, n.. nv :x. n, ..v,.,.v...» »v mm� ......n...,,•.v: x. . ; QJ:v •: - „ }, ,x,•., x,::v.:,,vvv:.,:::,,v vvv::. v.:,,, •n:,,v.:;;•i: ; } >. >. >ri }} }}}}}}} } }}}::}}}}:}}: n}}}:; \}} }}}}}i'v;} }}} } }}: } :O::}}}: : Y.5�i1!Yl.7iff: s r.,��Itsi" lam: �! �# �: � a::>::>;;;>::}}}}<}::::} ; }::} } }::< } } } } } } Reinforcement Ratio = P' 0.66% n = Es/Ec = n = 8.04 stress block parameter alpha= 0.72 Coll N.A.= Ase•fy /(a•f c•12) = c= 0.52 in stress block equiv depth a= 0.45 in < 60% p, balanced= 1.71 %max fr = 0.316 ksi Ec = 3605 ksi Ig = 308 in ^4 Icr= 20 In "4 »> OK! «< fr- 5•soRT(rc) Ec =57,000•SORT(rc) ig =b103/12, b =12• Icr= nAse(d•c)^2 +bc "3/3 tsrrtlalt n..,•:::::::; } } }.: } } } } } >}; I�I C31 &11 } } }�::: � ?iM ' E��i ?' > »::: >�i: #` }:�`::•:'.``•`:`'? viz•,'•.• .'•. ? >i�?�? >; }; }., >.<;.;c;<; ?zz Mn =(Ase•fy) "(d- Ase *fy /(2 "0.85 "12 "f c)) _ (Ase"fy) *(d -a12) 1 Mn = 57.1 kip-in $Mn = 50.6 kip-in Moment Restraint assumed @ Base ■ MFn' 2.11 kip- ft Ch k % l��t)ii ltii #d ?l l t ti l8 11s f ii :�f ! . Ia9 .................. ...... ............................... B 84141/o `:' >. z i < ••`•.« < ?ii '•. i i < < <? z< ; .'.::::}}} }} } }}} :;}}; :;;;; ; 6 Defl @ Moment Capacity: wCR• Lo•( Ic" 3. 2•Ic•Lo ^2 +Lo^3) /(24•Ec•Ig)•1728 /1000 Fixity Mcr An =(wn•Lo/(24•Ec• Icr)•( Ic^ 3. 2• Ic• Lo ^2 +Lo"3))•1.73•FixityMn /(8•Ec• Icr• Icp(Ic^2•(Ic•Lo)"2)•(Ic•Lo)•144 •(Ic ^2- Lo ^2) /(8•Ic•Ec•Ig)•1728= ' Mcr = 2.40 kip -ft Mcr = 28.8 kip-in WCR= 26 pif Acr= 0.28 in Acrss = 0.28 in we 52 pif =fr•(Ig)/(h/2) =Mcr•8/IO2•1000 = Mn•8/1c ^2•1000/12 BASE FIXITY An = 5.97 in 'includes A = 8.53 in Ultimate Moments MuF = . Fixity •(w•Ic "2 /8)I1000•(1•Lo/Ic)•12 Mue = (Pu1•e112)•Lo/Ic £ :* a:;;„r�A� , c w :'r ;+1�.4.:. , . Muw = (wu•Lo•pc- Lo)/7J1000•12) or Muo= Mu = Muw + Mue - Mu +(P„ +P, = -1.0 k•n 0.0 k -ft 1.1 k•ft 4.0 k -ft 4.1 k -ft Door /Panel Mass « «« ««< Ratio : 5 % Step Loading Analysis (factored) for Mu Seismic Loading © x=Lo (ignored for wind) 3 33 c2 44 pif < 6/160= •11.9 kip-In 44 pif 0.8 kip -in 0 pif ? ., ' 19^9Jdj it f < 588 pif 47.8 kip-In 47.8 kip -in 49 kip-in w}tt ;:... � '�• ..,: < } w} w ,,.},:?' .,}} }:A .... >. .. >w » ... ........ >:..... »> OK! «< Service Level Checks Determine Service Moment: -0.7 k -ft 0.0 k -ft 0.3k -ft 2.8 k -ft 2.4 k -ft Step Loading Analysis (service level) for Ms(ervice) Seismic Loading CO X =Lo (ignored for wind) Ms, =- Fixity(w•Ic "2/8)/ 1000•(1- Lo/lc)•12•WOF= Mss = WOF•(PDL +PLL)•e•Lo/lc= it.: }zzN`»�A4i iv , : .itr c )rt': t {1t # 191s Msw = (w•WOF•Lo•(Ic- Lo)/2/1000)•12 or Mo= Ms = Mw + Me -M (P = p u N 11 e 33 cc 2 31 pif -8.5 klp-In 31 pif 0.4 kip-in 0 pif .... . . 34.0 kip -in 420 plf 34.0 kip -in i 29.3 kip-in 2.44 kip -ft Service Moment = Ms = Service Deflections Check As =1F(Ms< Mcr,( 5/ 48)•( Ms• 12•(Ic•12) ^2)I(Ec•Ig),Dcr +((Ms- Mcr) /(1Mn/e•Mcr)•(Dn•Dcr))) < 6/160= Allowable Deflection Service Deflection ;: ' ,•t:httg: ' lai>k...N. : } } } : : :. ; ,; .<. •. ,: : : ::K :,:. » << tomi •Current Input: provides' e xactly » »> .. >'0 86 # 5:! ' !Bars;in pier width . ( IF All Output:: Checks: "OKrr .: ;, Panel III, solid non - bearing.xls Page 2 shoe 6/15/00 3:50 PM p -Z.o G (4'u �F DCFENG1NEERS IN D'AMATO CONVERSANO INC. Pss„ject No. Project IVI Uhf Subject - I� ( H F e N. Sheet No. —2 1 Date L l c f UD By M IAA Dr14,' 11' 4 fi 3 z 12 ' R ' Panel IV,leg A.xls Page 1 - p -2z sheet 1 of 2 PROJECT: Mustang Structural Wall Thickness Reveal depth : ENTER LOAD CASE: SEISMIC CHECK Seismic Factor: DEAD Load Factor: LIVE Load Factor: LATERAL. Load Factor: reveal= LF LFL= LFLAT= Tributary Panel Width: Design Pier Width: Wall Opng Factor: 1 = solid TribW= Pier= WOF= Design Wall Height: Critical Section or Opng Ht: Door or Window Unit WEIGHT:(psf) Parapet height (FT) : Lc= Lo= hP= UNIFORM LATERAL SERVICE LOAD: NOTE: 97UBC, F is Ultimate Load, w = E :.rvice = F 11.4 Service Lateral Load : W= 3110psf UNIFORM GRAVITY LOADS alonta MALL: Roof and /or Floor DL : Roof and /or Floor LL : eccentricity of Roof Load : REBAR DISTRIBUTION: >;2 1 = Rebar centered or 2 = reinforcing at both faces if rebar dist= 2:assume Vert bars Inside of Horz & No Vert Reveal exist Exterior Cover: @ reveal to Verts: Inside Cover: to Horz: Horizontal Rebar Diameter: ESTIMATE TRIAL BAR SIZE AND SPACING: Vertical Rebar Size: Vertical Rebar Spacing: CONCRETE STRENGTH: REBAR STRENGTH: S= fy =Total Wall t - reveal = 0 if none. 1=wind or 2 =seismic (step Toad considering reduced seismic load @ opngs) U=[( 1.2 +0.5Ca "PD +1.4Es +(0.5L +0.7S)] C 0.3t3'::; 97 UBC Table 16 -0, =NA for wind 1.38 1275 :' 1.4 350fC.' >27 00 it i >: 0 >inl >.063?in 4'ksi 60:ksi Depth of Footing below slab reinf: Friction Factor ® Base: 200:ft 03 —> WALL LOCATION (NO.) Panel IV, leg A 97 UBC 1909.2 for WIND load factors 97 UBC 1612.2.1 and Eq (30.1) for SEISMIC load factors Es = Eh / 1.4 where Eh = design seismic loads per 97 UBC Section 1630 Wall Opening Factor (WOF )_ (Trib Width of Panel )1 ( pier width ) Max WOF should be 6 » »» Calculated WOF «« «< ENTER CALC'd value « «« 1.8 Height= Clr Ht (SOG to Ledger) +1/2 slab thickness Use Lo =Lc/2 for solid panel. Pick location of Crit X-Sect. Accounts for Door Mass In Seismic Analysis Only Used for Dead Load talc's only. Design separately. Panel FORCES to be calculated @: z = 15.00 ft Factored = Wu 78 pif Critical section, AXIAL-SERVICE LOAD Roof DL = PD Roof LL = P Wall DL = Pwa11= 0.135 kif 0.169 kif 2.278 kif critical Section, AXIAL FACTORED LOAD Roof D +L= P 0.402 kif wall DL = Pu2= 3.144 kif P„ 1 +Pu2= 3.55 klf calc'd bar dia, db= 0.63 in controlling d = effective depth d1 = 5.438 in effective depth d2 = 6.063 in d .(panel thickness • reveal)/2, when rebar distribution =1 FOR =2, d1 = panel t - reveal • ext cover -1/2 (vert rebar diameter) d2 = panel t - inside cover - horizontal rebar -1/2 (vert rebar diameter) d should be calculated per actual rebar layout if above assumptions do not apply. allowabe per soils report, typically with 1.5 SF Structural Model A/3 tension on outside face tension on inside face DETERMINE BASE FIXITY: Normal Force, N @ Base of Wall: Sliding Resistance @ Base, F =µ•N Mom Capacity based on friction ® Base, Mb: Simple Span Mss= wL /8 @ service level: Compare Base Moment Restraint to Midspan Moment: Input Y. Fixity @ Base: Fixity= 50% wu'ic' (0.5 +0.125' Fixity) /1000 +Fixity'(fMn) /DF= N =0.8'(wall weight +Po) _ F =µ'N Mb= Mss= Moment Ratio= « potential base fixity 4.25 kif 1.28 kif 2.55 kip -ft 5.10 kip -ft 50% 50% Rb @ x =0 1.67 kif Rbu @ x =0 2.91 kif assumes 80% DL exists = PDF =WOP(w•Ic ^2/8/1000) =Mb /Mss not to exceed 80% = Service Rxn at Slab /ft =Factored Rxn at Slab /ft 6/15/00 3:59 PM • .- •••.,.•- •W ° ;^", rue =0 1=I' wil o+P;rcnrm t+vva tiumrrae m SEAOC Recommended Tilt -up Walls Design Procedure as adopted by 97 UBC IF((0.9•(2•(Pu /(f c•(12•h))))) <0.7 ,0.7,0.9- (2•(Pu/(f c•(12'h)))))= 0.9 => e = 0.88 )0.7 Reinf Area = A,= 0.266 sqin /ft (Pu +(As•fy)) /ty= Ase = 0.32 sqin /ft t ;aa::a G� ea k Ai t iAE : �. r.: i; hTsU9�: �ieatltiii �ll�°1 t:.,:,,..,::..,..,,..:.:....,:,.:..,:,,. % } } �aaataaaa:^•. aa:`; aaaaaaaaaaa:: ;;t::::at:;:Y2:}h::<xt }tt2k;2Y: ::.: : :11 }+:•: r }: }}}r}:yo IM :1 }, }, } } } } } } } : : ::i: , }:o•}; }. : : ;:: } .,.::;a<: :::::::::<:< >.�::: :::. . �:}:: ::.:..::: }.::::.:: }:::::::: Max. Comp Stress @midht = fc= 32 psi < 0.04fc= 160 psi »> OK! «< ofi�:e r din . ;<:__ �:. .,, : �.. .:: , ;;;:::«::::° }:.:. }:. } }, >:. } }:. }:. } } }:. }:.:. Reinforcement Ratio P • 0.44% n = Es/Ec n = 8.04 stress block parameter alpha= 0.72 c= N.A.= Ase'ty /(a t c'12) = c= 0.56 in stress block e9uiv depth a= 0.48 in < 60% p, balanced= 1.71 %max 1 fr = 0.316 ksi Ec = 3605 ksl Ig = 308 in "4 tor = 54 in "4 »> OK! «< fr =5•SORT(fc) Ec =57,000•SORT(fc) Ig =b103/12, b =17' [or =nAse(d•c?^2 +b03/3 <,;< ::;;:::a:.i:i: <:aaiii ,,,{,, , a•,•\, � •: ^. i';. }i $j i'`i :v.vx..,u,•.:x::..:v vv. i:'�i::iiai::a: >: i::i %i }i:: };::;:;: :.;,ai:i`:iiii : ii iii: ^:::.z<z: >iiiia:iiiiaaa::aa •< I v,,,;•; .•. vv. v:,•„•.: vv.:,,,.:,: xx,•.,•.,,,,>.,, x„ v:. v•:. a,•:.,. ::.,:..,•:..< ;a+ Mn = (Ase"fy) "(d- Ase "fy /(2 "0.85 •12 "f „ c)) _ (Ase "fy) "(d -alt) 1 Mn = 94.0 kip-in 4Mn = 82.5 kip-in Moment Restraint assumed @ Base = MF - 3.44 kip -ft Q it t . ��<�:l:i�: ' • Pi t ::: Service Deflections Check As= 1F(Ms< Mcr,( 5/ 48)•( Ms• 12•( Ic• 12)" 2)/( Ec• Ig), Dcr+( (Ms•Mcr) /(fMnle- Mcr)•(Dn•Dcr))) :zia;:: ^ :•v >:i::izziiii:: }.::{::i;::ai: i:az: x<a:sEi:, i::.i.: z„za;z:ta::;az:. }.::,; ::zz.< };. >.a.;<:::a;zz; s�ili�it�i(!:':< i��+ lsilli;:,.: a::} } } }.. } } } } „ }:• } }:• } }•. }. } }�:•} .•} •��;� } },;:,; } } } }.::.,, }, } },;,,} Defl @ Moment Capacity: wCR• Lo•( Ic" 3. 2• Ic* Lo ^2 +Lo^3)/(24•Ec•Ig)•1728/1000• fixity Mcr(Ic^2•Lo An = (wn•Lo/(24•Ec• Icr)•( Ic" 3. 2• Ic• Lo "2 +Lo^3))•1.73•Fixity /(6 Icr• Ic )•(Ic"2- (Ic- ^2) Lo) ^2) /(6 *Ic•Ec•Ig)•1728= 1 Lo)•144 Mcr = 2.40 kip -ft Mcr = 28.8 kip -in wcR= 26 pif Acr= 0.27 in Acrss = 0.28 in w 86 pif =1,119)/(11/2) =Mcr•8/Ic ^2•1000 =Mn•8/Ic ^2•1000/12 BASE FIXITY An = 3.72 in !includes A = 5.32 in Ultimate Moments MuF = - Fixity(w•Ic^2 /8)1100011 •Lollc)•12= Mue = (Pu1•e/12)•Lo/lc : fi}: fi:{{{ b: t{•} rifi:'{{ tK{,+.,\ b:{{? t tiritt{{ Ly.: [ {;i._v,.;. \ ..,,.,.,,,.,., : 21 •\ i'z " :11 zza�„z: ;"w« } * wrt'; Muw = (wu•Lo•(Ic- Lo)/2/1000•12) or Muo= Mu = Muw + Mue - MuF +(P„ 1 +P, • -1.8 k -ft 0.1 k -ft 1:1 k•ft 5.4 k -ft 5.0 k - ft Door /Panel Mass « « « « «< Ratio : 5 % Step Loading Analysis (factored) for Mu Seismic Loading x=Lo (ignored for wind Y 8 M I ■ 3 3 ' 3 ce 2 44 pif -19.0 kip -in 45 pif 1.1 kip -in rer� " ::i:I :t jHtt; ::: 33 pif 701 pif 64.9 kip-In 64.9 kip-In 60 kip-in K t 3 " }`' ::. s3':.. <�::A= »> OK! «< r ''''k$:;* Service Level Checks Determine Service Moment: -1.1 k-ft 0.1 k -ft 0.5 k -ft 3.9 k -ft 3.3 k -ft Step Loading Analysis (service level) for Ms(ervice) Seismic Loading X =Lo (Ignored for wind) MsF=- Fixibe(w•Ic "218)1100011- Lollc)•12•WOF= Mse = WOF'(PDL +PLL)•e•Lollc= '::,......, a' t µ 10 Msw= (w•WOF•Lo•(Ic•Lo)/7J1000)•12 or Mo= Ms = Mw + Me -MF+ (P, +P = N ■ q N I. 3 3 cc 2 31 pif •13.8 kip-in 32 pif 0.8 kip-In 24 pH K:SiIi ;(pt::: ? 46.3 kip -in 501 pif 46.3 kip -in 39.1 kip -in 3.26 kip -ft Service Moment = Ms = Service Deflections Check As= 1F(Ms< Mcr,( 5/ 48)•( Ms• 12•( Ic• 12)" 2)/( Ec• Ig), Dcr+( (Ms•Mcr) /(fMnle- Mcr)•(Dn•Dcr))) < ? Ic/15o = Allowable Deflection :ix ii::ii:'s :: ;:;: `• 2i i:iiii >iii::i : ?< Service Deflection : >I : ::..,: <.< to«. t aa.43s8 :: :::::::: :;>t •`:` }:: {::`a }:z #i >: zz i ° ;:.:t.; .- :::: :::: : # < ` :•'•.:z E >: a .::::.:«v;:;>« »::<. }.< 2 x 1 h::<.<: }:<. }:;< }. }.:: : :::> »> OK! «< Current Input provides exactly >>>>> 71 # 5 Bars in pier. width= 24.00 IN IFAII:Out ut Checks: "OK:': use #:5 <!. Vertical EF:° Panel IV,Ieg A.xls Page 2 P = sheet 2 o 6/15/00 3:59 PM sheet 1 of 2 PROJECT: Mustang Structural Wall Thickness Reveal depth : ENTER LOAD CASE: SEISMIC CHECK Seismic Factor: DEAD Load Factor: LIVE Load Factor: LATERAL Load Factor: h= reveal= C LF LF LF Tributary Panel Width: Design Pier Width: Wall Opng Factor: 1 = solid TribW= Pier= WOF- Design Wall Height: Critical Section or Opng Ht: Door or Window Unit WEIGHT:(psf) Parapet height (FT) : Lc= Lo= h ifn U= [(1.2 +0.5Ca *I D + 1 1.38 1'.275::` 1.4 27.00:ft >: ................ UNIFORM LATERAL SERVICE LOAD: NOTE: 97UBC, F is Ultimate Load, w = Eservice = F ! 1.4 Service Lateral Load : VV= 110 pst UNIFORM GRAVITY LOADS alone T/WALL: Roof and/or Floor DL : Roof and /or Floor LL : eccentricity of Roof Load : :0075kif 0 5.00 >in REBAR DISTRIBUTION: 1 = Rebar centered or 2 = reinforcing at both faces if rebar dist= 2:assume Vert bars inside of Horz & No Vert Reveal exist Exterior Cover: @ reveal to Verts: Inside Cover: to Horz: Horizontal Rebar Diameter: ESTIMATE TRIAL BAR SIZE AND SPACING: Vertical Rebar Size: Vertical Rebar Spacing: CONCRETE STRENGTH: REBAR STRENGTH: 6= f =I e f =( ........................... 1'00in ><075in 063in ksi kid Depth of Footing below slab reinf: Friction Factor @ Base: DF• :::2.0O:ft 03 -> WALL LOCATION (NO.) Panel IV, leg B =Total Wall t - reveal = 0 if none. 1=wind or 2 =seismic (step load considering reduced seismic load @ opngs) 4Es + (0.5 L + 0.7S)] 97 UBC Table 16-Q, =NA for wind 97 UBC 1909.2 for WIND load factors 97 UBC 1612.2.1 and Eq (30.1) for SEISMIC load factors Es = Eh / 1.4 where Eh = design seismic Toads per 97 UBC Section 1630 Wall Opening Factor (WOF )_ (Trib Width of Panel ) 1 ( pier width ) Max WOF should be 6 » »» ENTER CALC'd value « «« Calculated WOF 4.8 Height= Clr Ht (SOG to Ledger) +1/2 slab thickness Use Lo =Lc12 for solid panel. Pick location of Crit X•Sect. Accounts for Door Mass in Seismic Analysis Only Used for Dead Load talc's only. Design separately. Panel FORCES to be calculated @: z = 15.00 ft Factored = W 209 plf Critical Section, AXIAL-SERVICE LOAD Roof DL = Roof LL = Wall DL = PD= PL= Pwall Critical Section, AXIAL- FACTORED LOAD Roof D +L= P„ 1 = wall DL = Pu2= Pu1 +Pu2= 0.360 kif 0.451 kif 6.075 kif 1.072 kif 8.384 kif 9.46 kif calc'd bar dia, db= 0.63 in controlling d = effective depth d1 = 6.438 in effective depth d2 = 5.063 in d =(panel thickness • reveal)/2, when rebar distribution =1 FOR =2, d1 = panel t - reveal - ext cover • 1/2 (vert. rebar diameter) d2 = panel t • inside cover - horizontal rebar -1/2 (vent rebar diameter) d should be calculated per actual rebar layout if above assumptions do not apply. allowabe per soils report, typically with 1.5 SF Structural Model V3 tension on outside face tension on inside face DETERMINE BASE FIXITY: Normal Force, N @ Base of Wall: Sliding Resistance @ Base, FsieN Mom Capacity based on friction @ Base, Mb: Simple Span Mss= wL /8 @ service level: Compare Base Moment Restraint to Midspan Moment: Input % Fixity @ Base: Fixity= 50% wu'Ic'(0.5 +0.125 •Fixity) /1000 +Fixity'(fMn) /DF= N =0.81wall weight +P _ F =µ'N Mb= Mss= Moment Ratio= « potential base fixity Rb @ x =0 Rbu @ x =0 11.34 kif 3.40 kif 6.80 kip -ft 13.60 kip -ft 50% 50% 3.83 kif 5.78 kif assumes 80% DL exists = PDF = W 0 F' (w' I c ^2/8/ 1000) =Mb /Mss not to exceed 80% = Service Rxn at Slab /ft =Factored Rxn at Slab /ft Panel IV,Ieg B.xls Page 1 6/15/00 4:01 PM SEAOC Recommended Tilt -up Walls Design Procedure as adopted by 97 UBC IF((0.9- (2 *(Pu/(f c *( 12th))))) <0.7,0.7,0.9•(2•(Pu /(f c•(12•h)))))= 0.9=> e = 0.84 Reinf Area = A,= 0.372 sqin/ft (Pu +�As •ty))/ .., Ase = .................. sqin /ft :< zz:::::«; YZ;::: }.zY >.<::< � } ,, : >0.7 '3111 :. :..,..,. ti tt tdk Sifi � 'stt' ' 4�l Ttidf►>. 8' eiltsil:< tdli# ig:::AM:::: � lfl4ltzll 1'., ., Max, Comp Stress @midht = fc= 85 psi < ;, :.., ,, } , . ,..:.:,,..:v.v,, ,z;. ;;YZ zY }z : Y }YYrzzz: >:zz, Yz zzzYZzzYzz YYZZZZ zzz�z:YzYYY,, ,, ., .:..,. .,,i,:..Y,. ,.., ,,.... ,., Y,.. ,: :,.,,,,,..: ,:., „ ,.,.,. ., . ... '� ..,.o. ::,,., ,..,,..,..,•.:,., .. n.... . v . .... .. ., `.. . vM1 . . .., • ; .. • • . .... ....:. •: , . . ����':il1! :� ?:. �y iy.R{1.Y.: i} ��: ���• 0.04fc= 160 psi Y•.:,,,,.,,,,::..,:,,,• :• v: ,:.: *: : , •. ::,,hi l l : : : : v..,...:.:::. . :v:, :: : i. • :,. .i . : :i :.;.: : ::: t2,;, Y2YYYYY•'. YY.:: Exvv„•.:,•.•.:�.vvv.,.:: ,•• s;•.,,,;• nvYYYv.;>.• '.;YY!;YY,.;YY;I • . ` ,. `, } Y ;; isY•: J:; Y{ N�' iiv: v.'; Y��ihtiYYYtiYYitiY' vY{ i; YYYY.^, Y•v.• v.} Y:: isYYY4 :i }.•v.Yiiii {tiY }:;StYYv::Y }.:i ��iiiY: ti:: iv::}} 2` viYYitii »> OK! «< . ......:. } +•. }:; } } } } }•.,:: ;`.;;;; 3;:Y;yY:YYYY: Y;; YY; YY; YY•: Y;>; Y;; YY ; {;YY{;•:.•:::9:.;Y4; } ::.,. }:. }.`:YY:v:Y`v.:v:.,•..v.vxv: n::,...vr,: x::.. Reinforcement Ratio= P 0.61% n = Es/Ec = n = 8.04 stress block parameter alpha= 0.72 c= N.A.= Ase*y /(a f c *12) = c= 0.92 in stress block e• uiv de •th a= 0.78 in < 60% p, balanced= 1,71 %max fr = 0,316 ksi Ec = 3605 ksi Ig = 308 in ^4 Icr = 76 InA4 »> OK! «< f=5•SORT(rc) Ec =57,000•SORT(rc) Ig =bh "3/12, b =12" lcr =nAse d -c ^2+bc ^3/3 Zr zzt:> } };�.�:, zz,:z: zY, zzzzzzYY; zzz; Y: zt: '} } •.;fYc i:,, n, +,`,Y :•.,,,:: }v'Y: ,:,Y,.2222 222.••`. :2222';Y).•`.'•YYYYY�RYY;Y §Y :113: ' . }.... i�14111 >: it:: �.;}.::}, r } } } .......:::....::,2..:::..:, . > �kf1�41t lf�l .......:....,,.....:...., , ...,.•. �.::::: Y? zz: zz�: zz>. zzzzz:: a>.>.?} zzz:: zzzz:.^ zz:::>: zzzzzzYYazYeY<:>: zzz:: zazzzzzz:: zzzaz: zzY: zzzYZYZZY ::z::zYz::::zYS:zzzzz•• YY Y kYY ; ^.Y' ;2;�`.2t:22`.'.;:.::.Y,•. , wkw. y n, } •.:,:•. }} ,: } : ;; y} y;} v. }} YY2YY2SYY22YYYY Y2YYYY2YYYY ?YY2Y;4YY 2.., 22:::..::..,,:..:::::,::::...,..:,•.,:< z} Y}}}:: �> s::} x:; 2z 22: i:}• Y;.:;:.: cz;}. Y�<} z> Y> Y::} Y.: z ;Y.:?YYY:;z » »t »z >Y::z }:z::' >`: Mn s(Ase *fy) *(d- Ase *fyl(2 *0.85 *12 *f_c)) : (Ase *fy) *(d -alt) 1 Mn = 148.4 kip -in $Mn = 124.9 kip-in Moment Restraint assumed @ Base = MFn = 6.21 kip -ft .} ,, ;.....; . :...:, .; ....<: •: Section •! . p ..... .... . Wed..tdlEli1> - • i 'ei nd oment `aL'•7 * .i�io e v ; . } � % e 2 [i t8t4i' k 22 i` ' `; 2 k' Dell @ Moment Capacity: wCR• Lo•( Ic^ 3. 2 •Ic•Lo ^2+Lo"3)I(24•Ec *Ig)•1728/ 1000- Fixity Mcr An = (wn *Lo/(24•Ec• Icr)•( Ic^ 3. 2• le• Lo^ 2+ Lo^ 3))• 1. 73- Fixity*Mnl(8•Ec•Icr•Ic) *(Ic ^2-( *(IO2- Lo ^2) c- Lo) ^2) *(Ic /(8•Ic•Ec•Ig)•1728= 1 -Lo) *144 Mcr = 2.40 kip -ft Mcr = 28.8 kip-in w 26 plf Aar = 0.27 in Acrss = 0.28 in w 136 plf = fr•(Ig)/(h/2) = Mcr•8/l02 = Mn *8/l02•1000/12 (Includes BASE FIXITY An = 4.13 in 6.91 in Ultimate Moments MuF = - Fixity*(w•Ic ^218)I1000 *(1- Lo/lc)•12= Mue = (Pu1 *e/12)•Lollc Y:,;., .;• ;} 2 n z22�x . K 2; @:Yx•2' x t .,,.,,K2 222Y,,.:: „`: 222 `Y'.•22;Y:Y:;22222221:1 1 • • 1l M!; Muw = (wu•Lo•(Ic- Lo)!2/1000•12) or Muo= Mu = Muw + Mue - Mup+(P„ +P = -4.2 k -ft 0.2 k-ft 3.3 k-ft 11.0 kdt 10.3 It-ft Door /Panel Mass « « « « «< Ratio : 5 % Step Loading Analysis (factored) for Mu Seismic Loading (2 x=Lo (ignored for wind) W W W Rem Mu 44 plf -50.8 kip-in 52 plf 3.0 kip -in 157 pH ;z z `:':2: : 1125 plf 131.7 kip -in 131.7 kip -in 123 kip-in �* , z y <zY } }:zz l z ' ... ' " ;. :,,: Y• 222: >:222t i }: R:iF tii; :•:2; '' ,v' �•. }.:} } ;} } }}}}} } u��i�;ik:ti + »> «< OK! Service Level Checks Determine Service Moment: -3.0 k .ft 0.2 k- ft 1.2 k -ft 7.8 k -ft 8.2 k•ft Step Loading Analysis (service level) for Ms(ervice) Seismic Loading @ X =Lo (ignored for wind) M =- Fixity*(w•Ic ^2 /8) /1000•(1- Lollc)•12•WOF= Mse = WOF•(PDL+PLL)•e•Lo/Ic= :?''2:;:2'4:,`Y':z22 OR Y µ •:• „1 . ;, s a r m a S 3 3 31 p8 -38.3 kip-in 37 plf 2.3 kip-In ' "&i"Ii .• 112 plf 803 plf Msw = (w•WOF•Lo*(Ic•Lo)/211000) *12 or Mo= Ms = Mw + Me -M,+ (P = 94,1 kip-In 94.1 kip-in 74.9 kip-in 6.25 kip -ft Service Moment = Ms s Service Deflections Check As =1F(Ms< Mcr,( 5/ 48)*( Ms' 12•(Ic•12) ^2) /(Ec•Ig),Dcr+((Ms- Mcr) /(fMn/e•Mcr)•(Dn- Dcr))) = < ? (c /16o - Allowable Deflection Service Deflection : 2; ' : ii:: `'" ` :: ::m2<2 >< :z.::<:;.: } : }'#:. z.. zY 2 22 ;} :< ;{ :222.2 ^2:f 2:<` }' ^2 >: 2222 > : 3: <; >2222:r . .,. ..: ,:•:.}•.}• i •. };•..: : : :.YY }•Y: }:•Y. >.... •• : i <•••• :2 ::22:> :22222 »> OK! «< Current Input provides exactly » »> 2 40 # 5 Bars in pier width 24.00 IN IF AII' Output; Checks ! "OK" - "' use ': # 5! �; 10 Vertical EF Panel IV,leg B.xls „ .. Page 2 6/15/00 4:01 PM DETERMINE BASE FIXITY: Normal Force, N @ Base of Wall: Sliding Resistance ® Base, FaieN Mom Capacity based on friction @ Base, Mb: Simple Span Mss= wL /8 ® service level: Compare Base Moment Restraint to Midspan Moment: Input % Fixity @ Base: Fixity= 50 % wu'Ic' (0.5 +0.125• Fixity) /1000 +Fixity'(fMn) /DF= N =0.8•(wall weight +Po) = F =µ'N Mb= Mss= Moment Ratio= « potential base fixity= Rb @x =0 Rbu @ x =0 3.54 kif 1.06 kif 2.13 kip -ft 4.25 kip -ft 50% 50% 1.45 kif 2.37 kif assumes 80% DL exists = F'DF =W 0F•(w•Ic"2/8/1000) =Mb /Mss not to exceed 80% = Service Rxn at Slab/ft =Factored Rxn at Slab /ft PROJECT: Mustang Structural Wall Thickness Reveal depth : ENTER LOAD CASE: Seismic Factor: DEAD Load Factor: LIVE Load Factor: LATERAL Load Factor: h= reveal= C LFo= LFL= LFufi Tributary Panel Width: Design Pier Width: Wall Opng Factor: 1 = solid Tribal Pier= WOF= Design Wall Height: Critical Section or Opng Ht: Door or Window Unit WEIGHT:(psf) Parapet height (FT) : Lc= Lo= h Exterior Cover: ® reveal to Verts: Inside Cover: to Horz: Horizontal Rebar Diameter: ESTIMATE TRIAL BAR SIZE AND SPACING: Vertical Rebar Size: Vertical Rebar Spacing: S= CONCRETE STRENGTH: REBAR STRENGTH: 0751 SEISMIC CHECK U = [ (1.2+ 0.5Ca *I D + 1 4Es + (0.5 L + 0.7S) ] 1.38 1.4 1700ft<; ' 27 00 ft > 15 OO ft 1 Service Lateral Load : w= [ 31.10`;psf UNIFORM GRAVITY LOADS along T/WALL: Roof and /or Floor DL : Roof and /or Floor LL : eccentricity of Roof Load : POL PLC 75. k1f 94 kif ) O ;In REBAR DISTRIBUTION: 1 = Rebar centered or 2 = reinforcing at both faces if rebar dist= 2:assume Vert bars inside of Horz & No Vert Reveal exist OOIn <0.63 t Depth of Footing below slab reinf: Friction Factor @ Base: pp' 03 —> - UNIFORM LATERAL SERVICE LOAD: NOTE: 97UBC, F is Ultimate Load, w = EferiC, = F 11.4 WALL LOCATION (NO.) Panel IV, leg C =Total Wall t - reveal = 0 if none. 1=wind or 2 =seismic (step load considering reduced seismic load © opngs) 97 UBC Table 16 -Q, =NA for wind 97 UBC 1909.2 for WIND load factors 97 UBC 1812.2.1 and Eq (30.1) for SEISMIC load factors Es = Eh / 1.4 where Eh = design seismic loads per 97 UBC Section 1630 Wall Opening Factor (WOF )_ (Trib Width of Panel ) 1 ( pier width ) Max WOF should be 6 » »» Calculated WOF « « «< ENTER CALC'd value « «« 1.5 Height= Cir Ht (SOG to Ledger) +1/2 slab thickness Use Lo =Lc/2 for solid panel. Pick location of Crit XSect. Accounts for Door Mass in Seismic Analysis Only Used for Dead Load calc's only. Design separately. Panel FORCES to be calculated @: Z = 15.00ft Factored = wu= 65 plf Critical Section, AXIAL-SERVICE LOAD Roof DL = PD= 0.113 kif Roof LL = P 0.141 kif Wall DL = P wall = 1.898 kif Critical Section, AXIAL- FACTORED LOAD Roof D +L= P 0.335 kif wall DL = Pus= 2.620 klf P +P 2.95 klf calc'd bar dia, db= 0.63 in controlling 063`.1i effective depth d1 = 5.438 in effective depth d2 = 6.063 in d =(panel thickness - reveal)/2, when rebar distribution =1 FOR =2, d1 = panel t • reveal - ext cover • 112 (vert. rebar diameter) d2 = panel t • inside cover - horizontal rebar -1/2 (vert rebar diameter) d should be calculated per actual rebar layout if above assumptions do not apply. allowabe per soils report, typically with 1.5 SF Structural Mode 613 tension on outside face tension on inside face Panel IV,leg C.xls Page 1 • p —2G sheet 1 of 2 6 /15 /00 4:04 PM 4.,-.•ow enwra.maD3:815?rR C+3Y•<fifiYM., t1�R71I 4+tV11winM+w�.+.�uA SEAOC Recommended Tilt -up Walls Design Procedure as adopted by 97 UBC IF((0.9•(2•(Pu/(f c 12 <0.7,0.7,0.9•(2•(Pu/(f c•(12•h)))))= f�:: t���: 27 psi �> 2, >? YY::: Y;::::: < 0.9 => 0 = 0.88 >0.7 Reinf Area = A,= 0.207 sgin /ft ( u+( s * N)) /h/= Ase = 0.26 sqln/ft tY2::: 2. 2Y> ::,Y;Y.Y.:Y`:i:.Y.::YYYYYYYt:: YYYYYY: Y: ti.,•:.: t:•::• :> ^ >•r ^::•; ^::•; :.: >:. +•.; YY::,:: YY::: YYYYY:: YY:: Y> < ::::;;;�Y::< > ;:: ::<::: »:: >:: 0.04t'c= 160 psi »> O ! «< kAitfat ..YY::'? . »r...vn�::�ltnti Max. Comp Stress @midht = few �Nli�il y��, • . R�#�.11��� ? .�.+y ��yyyy;;tt .. � tNM � ;7.*r:'iiiRi1:A �M77!<�77 **��gg/�`` 0.34% 8.04 0.72 0.44 in 0.38 in :z .R. z z zYY = (Ase *fy) "(d ����11 ssss..]j �� ,, ** g�� { {,`> t�4� < z4YYYY YYtYY -a/2) Y Y,; ,.Lt;Yy` ?�::i ?; ?;;: #: >. > ? > ? :: ^:: ^ » ^ >:a;.; ::,>:,:,:: 60% p, balanced= 1:71% fr = 0.316 ksi Ec = 3605 ksi Ig = 308 in "4 Icr = 44 In "4 :: zz:: :.:.gi g {;; z: zzYYZZZZYZ:•zze >:•z »Y:::z c zzzz: Mn = 74.8 kip -in :.::.;' # < >� > >��` ?: >: ?:r`:S: ........ ......... Reinforcement Ratio= ,= n = Es/Ec = 1 = stress block parameter alpha= c= N.A.= Ase•fy /(a•f c'12) = c= stress block e. uiv de •th a= zz" • ::z: ::^ z�ti: W 1f�t1ti)i�ApYfli�ffl : `.; � •�� >» OK! «< fr=5•sQRT(rc) Ec =57,000•SORT(fc) Ig =bh "3/12, b =12 Icr = nAse(d•c)"2 +bc "3/3 zzzYYZ YY :z:gzz z ` z "' " Mn = (Ase "fy) *(d - Ase *fyl(2 *0.85 *12*f c)) $Mn = 66.0 kip4n Moment Restraint assumed (f9 Base in MFn = 2.76 kip -ft ISl • ; :,:�.;ti �.....�..t..... •::v+ , ,,.ri;•: ;? Stij�i:;; �; i �:• ' ;•:; ;' •:; ' ?•:; ?•:: ?•i::• vv ` . ii , rlFlll7i l N�r�Ifi( 1�: �I���Y •:5?i1Y;���Yl�:���:•.WfR ' ; • }•. .. .. .. .. ... .. ... O. tiY; :Y� :YY1 `iiiiYYiYYYYY Y Y>. YY: YYYvtiY .Y�}YYYYi'•:YYYYYY Y�YYti YY^t tt. I�` L: v'L::•: Defl @ Moment Capacity: wCR' Lo Ic" 3- 2 Ic Lo "2 +Lo"3) /(24 Fixity Mcr An =(wn /(24 Icr) Ic" 3. 2 Ic Lo" 2+ Lo" 3))• 1. 73- Fixity•Mn/(8•Ec•Icr•Ic)•(Ic "2 -( • (lc "2- Lc "2) c•Lo)"2)•(I0- /(8'Ic•Ec•Ig)•1728= Lo)•144 Mcr = 2.40 kip-ft Mcr = 28.8 kip4n WCs= 26 pif Acr = 0.27 in Hass = 0.28 in We 68 pif =fr•(Ig)/(h/2) =Mcr•8/I0"2 =Mn•8/Ic "2•1000/12 Ii ncludes BASE FIXITY I An = 3.59 in Anss = 5.13 in Ultimate Moments MuF = - Fixity(w•Ic "218) /1000•(1- Lo/lc)•12= Mue = (Pu1•e /12)•Lollc : ?;.w ?; ?;; ?; { ? r ? ;? x\::#: # ?`: 'sky Y ;. .. .,. :-1 Y; . Y ?� ... „ �::: M ' '!t 1 Muw = (wu•Lo•(Ic- Lo)/2/1000•12) or Muo= Mu c Muw + Mue - Mur+(Put+Pus)An = -1.3 k-ft 0.1 k -ft 0.9 k -ft 4.8 k -ft 4.5 k -ft Door /Panel Mass ««« « «< Ratio : s % Allowable Deflection Step Loading Analysis (factored) f or Mu Seismic Loading 0 x=Lo (ignored for wind) II II II lin g � 3 3 3 re 2 44 pif :> : : : :: -15.9 kip-in 45 plf 0.9 kip-1n ;!....R....�!�!!! w . \ ?z ".1 4 1r.ilf ; : ,v 21 pif 658 pif 58.2 kip-in 58.2 kip-in 54 kip4n i ; z : . ' ¢xz4 > { • `i yk i(E ; ?i € <? »> <<< Service Level Checks Determine Service Moment: -0.9 k•ft 0.1 k -R OA k•11 3.5 k•ft 3.0 k•ft Step Loading Analysis (service level) for Ms(ervice) Seismic Loading fa X =Lo (Ignored for wind) MsF =- Fixity /8)/1000 Lofc)•12•WOF= Mse = WOF +PLL)•e•Lofc= YY . ? :::::: „ ?{p4 : . .: ,910..., w#se w Msw = (w Lo)/2/1000)•12 or Mo= Ms = Mw + Me -M (P = E 11 r 3 3 Cr 2 31 pif -11.3 kip-in 32 pif 0.7 kip-In 15 pif >:': >`> 4 0i(P> '': >> M 41.5 kip -in 470 Of 41.5 kip•In 35.6 kip4n 2.96 kip -ft Service Moment = Ms = Service Deflections Check As =1F(Ms< Mcr,( 5/ 48)•( Ms• 12•(Ic•12) "2) /(Ec•Ig),Dcr Service Deflection +((Ms- Mcr) /(fMrdo•Mcr)'(Dn- Dcr))) _ < I�/1so - Allowable Deflection : ;i :::: -' :x ,, ? ;. .: � < . >::: :`: R '.. <:z i•.. ii: . EE ..: s ;::> :•Y•<Y d YYY: >lit< >: :> : : : :: »> OK! <<< IF:All Output :Checks. "OK'r Panel IV,Ieg C.xls Current Input provides exactly > »» 7.33.. #, 5 Bays: in'pielr:width= : Page 2 18" rra> tv+a rrtm+?arwaat 132.00'IN VerticalEF. 6/15/00 4:04 PM • I1 DCIENG11EERS D'AMATO CONVERSANO INC. [Thu No. Project h kty Subject jr.1.4 L G r vt w Nrz' * " t Sheet No. Date 6(Z.7 By M Clgc . Joie 1' 4004 Toi &)t- 124 v (S I C.)(116 425 )O0 4 • ��. 1262.5 6.e e w 1 (if) � �., Lb N(,� 0464 C Iq : 1" 4ktcr' Coricrii Feff erhu€k = e 151 1-t)6 (W+' V'e utkit.K "Pct I tI — 6A4-Alt 4 hkvtd;) x b.1 AtID No- • 4.�...i..� �..._:r...W...._.:.:s:. i.'J:t....d::n>�J:v:•a.+ it ..s�.._acs3.:'.a.:�.(..w.,..... 4 x io•tok 1 (Nu rich,4(4-,0;.1) r. '/.61 -tk,; 14 4 1.-3-v DCI.ENGINEERS E D'AMATO CONVERSANO INC. r Project No. qjj.vt Project (. a.fzix,14,,p L 73- 71, Subject Sheet No. L I Date / /0 By Get;e30,0-e. 7-tr- iso)( 1 - 2 :7 2 ,5 t '321 p< lii-h-ovo LQLI 01 ('so ( 7714) ( E 2i p . I 4 21125 0_4+ - .4-Z2) ger I ok---AP ay., 4p ow 6 /`) • 6 # 4-4 ^- 1 44.:CP 0 44-P) 3 1 -a "7 5' rtf So • Ce M = V 7 C.),20 f 1;•••-r■eAA- etS, /. v eh- cfvf Arte--sfA ci.) (pate., r,zr--. M /1,2y 0.)u...hap •PL-v-44--1-• , 4 4 • 76,9-. cA• T w R- T D 1 6. `l•N. (0.7.66 \! b�o W DCFENGINEERS IN D'AMATO CONVERSANO INC. Prt ct No. f12 -V Project M 1 Subject Sheet No. L2 Date 6 5,20 By t."4, h^ 2•S Z.5' ( . 4 " ) ( r . -) V et 0 r( Co. =(AD o ,t( (o •36Y ho) W 0.0 '� • o .: C-v- b . g 1I ►�. . ill,, ) T• a - - C .o (s /.S) /i� DCFENGINEERS E D'AMATO CONVERSANO INC. Prt,.,ct No. 94t2) Project T L - Vre --i 6.0-e Subject Sheet No. C— 3 Date By �3 2 -i" / - citpc-e (stt3aDc.)), 1200( 11 (f2.1 +lite4 b ur d + f. .2■ l„' -t- / e s i e + 2037 ®.Z - 30.3 rst f'. P.acf C4:14,4,ze (w.3 .Sf) ( 12. Pc rt 0 6-r S w (30,15( Si p ly) 7 0.9 P'f ,d'SG 1.0~4 .,�.,� � 1 7 4‘4 Ow.12,Q D— 31t_6'" 91 DCI.ENGINEERS D'AMATO CONVERSANO INC. Pri No. •fc Z2. Project Subject J cm" ?✓�wiJ °-C.N2 4 Sheet No. L Date 0/oa By t li '71Z s'irlv.(S 44-t- w l 41.:t ► UO ° ell (4°f)( 3 D) (12'`f Z2.3 k (#4€M..hs l • `f Sw- co"�`e [1131110 PI[CA61 0oNC11Lrc I1MA '`...,.n jogy sy1gp_ (3) EQUAL SPARS METAL DECK �y ( s rNr11r) P4-met, t- = 20 pgF TR mI : `s pe 5 t r f S M I c : T v 3 (1t V f.,5 .SZ a 2..8 7: - Co.oz) (3(4) - 0.2.G F 111140 (1) SPACES • 10' -0100 ('--1 v' t2. Sy (/.o) - 6.70k) y {5 (o.24A) cy.isr rii -T -uP TO l7 t ripe - 11+. 7 e j Cv ; o.g , 1 4 11!40 3 . -0 . L-5-) V 2.S(o.4)0.U) C0(1e1A.S V1111.7 = 9.0(o.36)/.o)1) , o•z 0.oy Y om, (Mr) (0,/x3)(20 6o NO) c !c. VT(44$3J C l� / ft.3r zo+ yRs- b0 1101, 79 4 7 8 3 q 04.0 7. (14 (3) EOUN. SPACES 111' -r ,•ocF aL = PAC VdcF r4, r = / Psr 5 ?Warghpst. Fcd .vc. _ 05 " +aoP6F' j P» =11-p P = o . f ", w 61-1..„pL1 V r1'c4z. ii57 z907760 : R•oF = 5o p sO ( 3'- i!- o") = 1650 5 (is- Y) = 1,1P 3S 118140 7157 °4°4 rwwj I ` wMrl�l v *. Hs' -11 GO ar7 _-: 118140 40 -0 (40)62-0 111640 J0 -0 V ror - = o •d 3 ( Z /oo) _ boo ic-- Poop _ (3 00 / ( if 4%) .r 13& tc -ckvlf (3 0 0 ■ ) ( _ f 6L 111640 3 . -0 . 0 MSS 4 230 LL J W O Mc muss • 1 Q _ esoi7�o) Huss �. ZPs Im o) o muss • ( W W' 11015211140 PVC TRW ! . O' -0 ao1 ; s1A1�1us 11ai V p N W Marl" -4 u +so(tso) t F V Z`. o Z 3 . -0 . r Jk 34r -r DCI.ENGINEERS E D'AMATO CONVERSANO INC. P roject No. 2z'{ Project / % 0 �J / t Ow�d Dfl:ce 'AAA l a.Z.1.4 . - C Subject Sheet No. L7 Date //...c/r)e) By = ') ( bo`) PAS'- /o ' ] 3 p < <ans V eA-tti t0 7 7i Ski ► 64r t_ y. P 044,f t 6 g 1 .r- ye, For = (e1 ( is 33') /g2„ ! - - 0;"0( 5.° 4124)(°'"3) O ( 416 ?) /3g (Li, o•o1 So o- 4-)(0 . y1) ( y7) .QOG✓ 'bt : !o s r 4 D •r 0 33+ 11 )(GIc`f3 X16 70) llY -, r2 tmcd (It1000) (I)(°3)(Z 7 / �3� 2 7 . 121onC q, s pc. 1 ( p f . N D s W' W sQ I— :F— V i z`. ,V Ty 0 DCI.ENGINEERS E D'AMATO CONVERSANO INC. Project No. 992 ft Project L Got,,n.Q (erh cr 44,ta) Subject Sheet No. L8 Date 6//3./00 By = 6 etsp-O- P €ooc: (4 /1 Po f ?o e . L)(Z ( s T P e (ti ( I ( ? tr) M (46) ("? = (44-3(co') (94-) ('1j ?„ (6a)( / 9 c : (L)( C ; (q4 s) t 'f /.3 '11 k " re 5o.Y _ 67,71" t 2-44 4-1 DCLENGINEERS E D'AMATO CONVERSANO INC. r t,,,,ct No. 19 i2 Project Subject Sheet No. Lg Date G //GA - 1 -- / WM.t 0141( s ,g,wau- c-,24 D f (o_ el 6 57 DCI•ENGINEERS E D'AMATO CONVERSANO INC. P roject No. , ep, 12 L/ Project Subject a (A e Sheet No. L /D Date Woo / o By • 1 41.4 1 23 Y)( /s) S Vy'• .If'S -rs 4o • 74b2 bo INS : a4, /,0 e 0 ( 3 ' . /..(0.34Ya 4 _ 3 6 * 3• 0 l Pc., : b• 3 l 7 V (4f) J a3.y p 3 2 " V44 (5-0-e-I'd e tzie $ 6 - Y5 3' �Go 4e 4 0- c-- - N 3 ( �— Vd �, V1) r (oy7 (i so p5,`, ¶g•`t ps i s DCFENGINEERS II D'AMATO CONVERSANO INC. P roject No. gizzif Project Subject Sheet No. / 1 Date 7 300 By �'Kd. Set M: (t (7. — lB (! s 17 t 4' 1 X /y �. (74.16( 6.6)(30A) 703 # Lta)C 2-5)(k = 13 I `` WORKING STRESS DESIGN OF REINFORCED MASONRY. Job Number = 99224 Fatigue Member = CMU Wall @ F OOPL INPUTS Applied Moment = 658 ft -lb Applied Shear = 180 lbs pecial Inspection = yes 1/3 Increase = yes b= 12.00 in d = 7.63 in fm = 1 CALCULAT(oNs " Em = 1125000 psi n = 26 rho = 0.0013 rho x n = 0.0328 k = 0.225 in j= 0.925 in Fb = 665 psi Fv (Masonry) = 52 psi Fv (Steel) = 155 psi Fs = 31920 psi FLEXURE fb(masonry) = 109 psi Design OK = YES fb(steel) = 9627 psi Design OK = YES SHEAR fv = 2 psi s Shear Steel rqd = NO I Av = 0.20 inA2 Stirrup Spacing = 0.00 in Masonry Bending.xls EXPLANATION Applied Moment = Applied Shear = Special Inspection = 1/3 Increase = b= d= fm = Fy = As = Moment from design loads. (Unfactored) Shear at "d" away from face of the support. (Unfactored) Will Special inspection be provided? "Yes" or "No ". Increased stresses 1/3 due to Wind or Seismic? "Yes" or "N Member width. Distance to reinforcement. Masonry compressive strength. Reinforcing yield strength. Area of steel. EXPLANATION Em = n= rho = rho x n = k= = Fb = Fv (Masonry) = Fv (Steel) = Fs = Modulus of elasticity. (750 x fm) Modular ratio. (Es /Em) Reinforcing ratio. (As /bd) Distance times d to get depth of compression area. Moment arm. (1 -k/3) Allowable bending stress (0.33 fm). Allowable shear stress ,masonry resisting shear, (fm) ^.5. Allowable shear stress, steel resisting shear, 3.0 "(fm) ^.5. Allowable flexural reinforcing stress. EXPLANATION fb(masonry) = Bending stress in Masonry, M /(bd ^2)[2 /jk). Design OK = Is fb < Fb? fb(steel) = Bending stress in steel, (M /Asjd). Design OK = Is fb(steel) < Fs? EXPLANATION Fv = Shear capacity due to the strength of the masonry. Design OK = Is fv < Fv? (If not, stirrups must take all shear) Av = ENTER area of shear steel. Stirrup Spacing = Spacing required to take all of shear. Page 1 L/Z INPUTS Applied Moment = 1092000 ft-lb Applied Shear = 39000 Ibs pecial Inspection = yes 1/3 Increase = yes b = 7.6 ' �� CALCULATIONS E m = i n= 26 rho = 0.0001 rho x n = 0.0029 k= 0.073 in j= 0.976 in Fb = 665 psi Fv (Masonry) = 52 psi Fv. (Steel) = 155 psi Fs = 31920 psi FLEXURE fb(masonry) = 93 psi Design OK = YES fb(steel) = 30092 psi Design OK = YES SHEAR fv = 7 psi s Shear Steel rqd = NO I Av = 0.20 inA2 Stirrup Spacing = 0.00 in CMU End Steel Grid F Shearwall.xls WORKING STRESS DESIGN OF REINFORCED MASONRY. Job Number = 99224 Fatigue Member = CMU Wall @ F End Steel EXPLANATION Applied Moment = Applied Shear = Special Inspection = 1/3 Increase = b= d= fm = Fy = As = EXPLANATION Em = n= r.o = rho xn= k= = Fb = Fv (Masonry) = Fv (Steel) = Fs = Modulus of elasticity. (750 x fm) Modular ratio. (Es /Em) Reinforcing ratio. (As /bd) Distance times d to get depth of compression area. Moment arm. (1 -k/3) Allowable bending stress (0.33 fm). Allowable shear stress ,masonry resisting shear, (fm)^.5. Allowable shear stress, steel resisting shear, 3.0•(fm)^.5. Allowable flexural reinforcing stress. L /3 Moment from design Toads. (Unfactored) Shear at "d" away from face of the support. (Unfactored) Will Special inspection be provided? "Yes" or "No ". Increased stresses 1/3 due to Wind or Seismic? "Yes" or "N Member width. Distance to reinforcement. Masonry compressive strength. Reinforcing yield strength. Area of steel. EXPLANATION fb(masonry) = Bending stress in Masonry, M /(bd ^2)[2 /jk]. Design OK = Is fb < Fb? fb(steel) = Bending stress in steel, (M /Asjd). Design OK = Is fb(steel) < Fs? EXPLANATION Fv = Shear capacity due to the strength of the masonry. Design OK = Is fv < Fv? (If not, stirrups must take all shear) Av = ENTER area of shear steel. Stirrup Spacing = Spacing required to take all of shear. Page 1 DCI.ENGINEERS L D'AMATO CONVERSANO INC. P roject No. 44 Z 21 Project Subject V Sheet No. Date By e gekik" " 0 J-ki is 0044.-4 0._(24 ), DCI.ENGINEERS IN D'AMATO CONVERSANO INC. Project No. Q' y Project Subject M gaicti..w..Q1 a 5 + t( / -A Sheet No. Date - 1/c) B c&L. ( #af. . 1. s' S7 k - X 6 ) (7. Ms 57I - ) -t (96( /5.3 ?, Z g Vet 74- (.G.1('24 ') r 3190 rf-1 ` 7305e 3140.c. 5 : 0.31` (2-'604,0 t- 4`!j( o• (163) - a,79a (T.P( '1) 26o9 V d 3t 7.2) o. //6; /' 3o1 ps? 7� 5 g(6 b •e 7 4 5 r 0.31 (fl - o.L3t5 N, •. (0 - (0. 232 = 1: C�3� 72,Ab l clia 5e A .0. t-w ( veru-4 WORKING STRESS DESIGN OF REINFORCED MASONRY. Job Number • 99224 Fatigue Member = Grld 15.9 Shearwall end wall reinforcement INPUTS Applied Moment = 2608000 ft-lb Applied Shear = 184500 lbs pedal Inspection = yes 1/3 Increase = yes b= 7.63 in d = 312.00 In fm = 1500 psi Fy = 4.00 in (.0* CALCULATIONS Em = 1125000 psi n = 26 rho = 0.0017 rho x n = 0.0433 k= 0.254 in j = 0.915 in Fb = 665 psi Fv (Masonry) = 52 psi Fv (Steel) = 155 psi Fs = 31920 psi FLEXURE fb(masonry) = 362 psi Design OK = YES fb(steel) = 27399 psi Design OK = YES SHEAR fv = 85 psi s Shear Steel rqd = YES Av = 0.20 in ^2 Stirrup Spacing = 0.00 in CMU Grid 15.9 Shearwall.xls EXPLANATION Applied Moment = Applied Shear = Special Inspection = 1/3 Increase = b= fm = Fy = As = Moment from design loads. (Unfactored) Shear at "d" away from face of the support. (Unfactored) Will Special inspection be provided? "Yes" or "No". Increased stresses 1/3 due to Wind or Seismic? "Yes" or "N Member width. Distance to reinforcement. Masonry compressive strength. Reinforcing yield strength. Area of steel. EXPLANATION Em = n= rho = rhoxn= k= = Fb = Fv (Masonry) = Fv (Steel) = Fs = Modulus of elasticity. (750 x fm) Modular ratio. (Es /Em) Reinforcing ratio. (As /bd) Distance times d to get depth of compression area. Moment arm. (1 -k/3) Allowable bending stress (0.33 fm). Allowable shear stress ,masonry resisting shear, (fm) ^.5. Allowable shear stress, steel resisting shear, 3.0 *(fm) ^.5. Allowable flexural reinforcing stress. EXPLANATION fb(masonry) = Bending stress in Masonry, M /(bd ^2)[2/jk]. Design OK = Is fb < Fb? fb(steel) = Bending stress in steel, (M /Asjd). Design OK = Is fb(steel) < Fs? EXPLANATION Fv = Shear capacity due to the strength of the masonry. Design OK = Is fv < Fv? (If not, stirrups must take all shear) Av = ENTER area of shear steel. Stirrup Spacing = Spacing required to take•all of shear. Page 1 L/4 DCFENGINEERS I - D'AMATO CONVERSANO INC. P roject No. g972 Project t=afii S td Subject 334 S ? 1-1,e1 is -1. Sheet No. L17 Date 7 By T17 x719 7 + 66 t (Ir.3 3 9 ei5 PO( 2 g)(1....d at-4 ” (.0 itT 7 24 ' TM 7-6 os — 7 zg = 16 g ®'l" ° vL r it - SSG ,r S Cs) 6 A -o" w Y (`4 �I"L" Go 1/.w 5G 4i 7 1 =a 0 2....0 € q. /36c —o LaaG1 Pr . Z o (241)60- _ ;7 8 4 , C2E0( ""/Z (i)( ') : 6 /. 2. 'P :-. 16 .� '; '(Y A "f " 4-e() DCFENGINEERS IN D 'AMATO CONVERSANO INC. P roject No. ( H72K Project ret.47 Subject L l Sheet No. L /8 Date / 7/6/1.1 By 1 .15 Cent -4 Moo d F Q" 6/4 ('.t000) 2t 3 � $i toU t Y.4 C 64-14.D40 2$' C&t4 . lL % ? 7 .ea 57 @‘ 9( °.b 1.04 06 c 73 %4 ( 1 s7 4 DCI•ENGINEERS E D'AMATO CONVERSANO INC. F Project No. Project Subject Sheet No. L Date By C PU4 S Wrafg- IAJA COILLIO DCI.ENGINEERS IE D'AMATO CONVERSANO INC. Project No. 912.2v Project raft) ,,.P . Subject Lof✓3i,../r4 -- a.c�1 ��1� 'e 9L-r Sheet No. L 20 Date V/6/vo By, 54 C a t F'14 r%4 t 3 ;d F IM t4. K 1�.�•• (•ra , �.., . _ i'0t_ 0". t,44.e_CZgSK3 x (DL e) e atAs (*t ia 0. �( (3c9) 1• . 1771 n �q , T (2)245)'• y (44, "1'w,.s` (2x .a6) c 3) 20 t /3740..4_ 5. /!o o.. 3G < l &-(2a r= O '7 r I 0.a71' t 93 -4 4 a*- - -(µ., ..; ISLA (I YS r4: SYk4 1 T = 741 5O a 444. DCLENGINEERS II D'AMATO CONVERSANO INC. P roject No. 912 Project Subject tovatP - o. st Sheet No. 2i Date 7,3a By Ve ' 11)41e/ r/ 13, 0 p -er.. ( )( l• 2,1 T I 7l �tv��r.'•H, �. %`t ° wit Cr st-u yy( 1�} (36 = . 3� t t � /"' weei •3 y w Jid (2) sq12 , a?" 3�z � u (`E f-ev- . C3 z-cP L )( /. )(2.2) i gas. r- r 32.E w►. k h -Ca s',4 A4 ',1 r21.g DCI.ENGINEERS I -U D'AMATO CONVERSANO INC. Project No. 97z Project Fa -4-; Subject •� 72,,,. cAtt Sheet No. L22 Date By L 3.% Z.2 ' sIry pi A nsw r- t. s f (o,4 • , . I . 71 LJ 1 u. DCI.ENGINEERS E D'AMATO CONVERSANO INC. r Project No. 11 2- V Project Subject I otAtAia lewee Sheet No. L7 Date By _ 724.3 11L0 14orkf• 4't, t 11.oC/41)1"t 3 ' 2 - 0 4r-t. Tf--- = 5 / s /4 kJ.: aff:2- St3 /3, kid , T i ff PO VW 1 = eta + 2.0 eige3) L. DCI.ENGINEERS II D'AMATO CONVERSANO INC. r Project No. 9F Project ri?.e,te Subject c -e •". 4 •■ - • — Sheet No. 21 Date 7/ 3 ha By 77g gsts-v‘ !tor "4) god? eb( r 7r 14 4 " 11 Z //. /06 rep 09_30 roaefthi 73-0-e--(5 Pgcl r "1 rs, (4 5,Y/3/ 197k. DCI.ENGINEERS D'AMATO CONVERSANO INC. Project No. 992$ Sheet No. L 25" Project Date , Subject (� a Pic By . l ittA L ¶;4 (22')4- gf7.9 (/ : /tilt ._ RM= OttssYq.q``Y14) s 5-6,2•Lie /83 /e9/ -3'0.3 = /831 t4 f 131k tea*. 0 (UV C- tt- "—LC 40-er DCFENGINEERS IN D'AMATO CONVERSANO INC. Project No. 4°122, Project req., Lek P — Rid 4,4- (sd r) 0 �. :� •'� Subject Sheet No. 4..2 Ca Date 6//6/c., /, s (S l 0 7• -7) ' - 72 u /2)02) i`. WT . 'mac a.d : F c tea r 7 a 8 N ALA.?. h g ()C ZS')(( T ' (2e -1 4 (i:)( 20 C 3-2°""k1 49 6s 20 .o 33,6 53. (2 )4 - .7( /s 3& 3 2 076 . i.u- pct (,,y ZS) = �2.0k _ 3 t°- l - i- se) (tb t �� y hA..�wa,.a.i�...'�r 'uw��... ',,..,;.. �.:. ti+ x�i�. u2�.` s+ �.. u.. Yt:.. �. ilrl it�l. �nwi:"✓.r 1. eu.�.n..:.:uL.uuln.:i�.�:�.(i �,1.u� DCI Job No : 99224.00 Job: Fatigue Wall No.: Grid A.9 Level: 1st Loads: Shear, V 126.10 kip O.T.M. 32076 k -in (live load) = 39.40 kip dead load) = 29.60 kip P(slab) = 13.50 kip P (self wt) = 33.60 kip Boundary Elem Rq'd ?: No Mu= 44906 k -in Pu= 163 kip Ag= 1152.00 in ^2 Per 1921.6.5.4 #1 limit Pu <= 461 kip #2 Limit u /(Vu "Iw) <= 1.77 #3 Limit Vu <= 9,180 kip Flexure: Select As = 6.00 sq in. (649) Beta= 0.85 Then, a = 13.24 in Next, Nom. Flex. Strength - Phi Mn = 41758 k -in M (DL) = 3391 k -in Mu = 41854 k -in CHECK Mu< Phi M No !flout Cage length & width — age length = 14.00 in cage width = 8.00 in Ag= 187sgin. d = 135.50 in d "= 8.50 in Axial Ld Strngth /Bdy Elem -- Phi Pn = 546 kip Pu" = 435 kip CHECK Pu" < Phi P Wall dimensions t, (in) = h, (ft) = L,(ft) _ Pc = Fy = Is wall s mmetrical? O.K. to Use As Shearwall ? ?? Pu= 163 kip Po= 3133 kip Is Pu <= 0.35 *Po. ?? Yes, O.K. Transverse Reinforcement Not R Tie Bar size = 0.20 sq in. bar spacing = 4.00 in Short direction : (Wall Width) (# ties parallel to wall) 0.19 sq in. 0.96 A (sh) = No. Bars Short Dir = Long direction : (# ties perpendicular to wall) A (sh) = 0.34 sq in. No. Bars Lon • Dir= 1.68 Shear: Pn ( =Pu) = 163 kip Mn = 58101 k -in Vn" (to devip Mn) = 259 kip hw /Iw = 2.33 Then, Alpha = 2 Select, rho horiz = 0.0025 Then, the Nominal Shear Strength is -- Vn = 319 kip Check, if Vn < Vn ", then use 0.6 (0.85)- - Phi = 0.85 Phi Vn = 271 kip Vu = 177 kip CHECK Vu < Phi Vn 7/3/00 8 28 -12 ksi 'd L2-7 DCI.ENGINEERS I D'AMATO CONVERSANO INC. P roject No. Project Subject ; A Sheet No. L 2,5 Date 7,x06 By 173 #1 per. ATM 2 g 64.6 v3.4 + 13.0C4- _ t{Go 44 ' Cy If+ CST} �- ?- l07 3 —`f Go r 3 I 2213 t •- 2 Z 2 433-6 + 31,Y 4.n s ". 114,1 It .fie 2 . T 94•x` ) /off " �. k 14'-0 = 3 ' 7 `. w2 .-., �T . 'A= ''ft) S r / (1Y 3 .7 3 6 1 1 4 . 1 4, 7. GV p 3 1% $ (26)z, 'qo( R. lz X gee -0 W 3 /f" bvpss 6 "o.c 611 C2) a /, t f koKs e tz "o -c . r J DCI ENGINEERS I -I D'AMATO CONVERSANO INC. P roject No. 4�ti -f Project Subject ktTA Sheet No. L 29 Date 7 /G /a By 'd 1244pi - 14N /s glv) Foi 44 9 7.7 6 it4 ' So -i' t 4 .{ 9 / 4 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. DCI.ENGINEERS • D'AMATO CONVERSANO INC. P roject No. 99225 Project Subject crL4e. 0(6 e 4Azdti.p Sheet No. G3/ Date /i6 /o By —73 ✓err c. - e 7 7i s f DK P &'o PO( 3 7) F.eeer: 57)4()(1 3 3) = C+- Aw-. Puns 1 Fstior (322 / /0 2 eLeX2-45) (9.$) ('ys-)( / f .t) 4- 0-) ( 2 4 t - )( 903) (4) (6. ) ( 4.f\) te °9 Ct u1 ($-())( (Qv)( a7 , ) ` 1(0.7 (a0)(6o)( = 20 s I 37.2k w —V- -. 4 7 4 52 ` 6 5 p( - 9.& k 1 S9/• z 7 ro, sy z� "`f f ?l- ' SR 7o'' Y /fie. 3 �'►f 2o1. ' DCLENGINEERS E D'AMATO CONVERSANO INC. ,,..' P roject No. g92zt Project Subject L,f . td - &Id W . geq owe ...a p Sheet No 4-32- Date 4/1GA By DCI•ENGINEERS IN D'AMATO CONVERSANO INC. P roject No. 49 Sheet No. ;3 Project Subject Ga AP c f bolz, n - A h Date By 3 oa V 12.7 -f- ,'o ? . / S'l 7 k a 4 .) /g7 L 7 7‘0(100 1a ? Ia \ �z ( 6 zs)(12) n 77 .4 Ni lit O?M 8 %.7 (zii) 4 . /o1 (er.33) = &(i rr kff `f9l grs �. - DCI .ENGINEERS IN D'AMATO CONVERSANO INC. P roject No. QQZty Project Subject totci 14-e • 1( c/ ,4-, Sheet No. L 3� Date By 71 1)8 • (Li, f' DL FeePaf rati re r day t (I- (6 40) ( r (to fi2o ° T fLoso)(2a)C sSte) ?-0 ) 20 ()() • r & (M,t 5 Iso -e 1+# . GTO 44" 5 @ i Z o Vez-rr CTS 31.0 Z-Y DCI Job No : 99224.00 Job: Fatigue Wall No.: Grid A.1 Level: 1st Loads: Shear, V 198.00 kip O.T.M. 49855 k -in (live load) = 52.50 kip dead load) = 39.40 kip P(slab) = 37.50 kip P (self wt) = 70.00 kip Boundary Elem Rq'd ?: No Mu= 69797 k -in Pu= 279 kip Ag= 2112.00 in ^2 Per 1921.6.5.4 #1 limit Pu <= 845 kip #2 Limit u /(Vu *Iw) <= 0.95 #3 Limit Vu <= 16,830 kip Flexure: Select As = 6.Opsgin. Beta= Then, a = 13.24 in Next, Nom. Flex. Strength -- Phi Mn = 80638 k -in M(DL)= 14190k -in Mu = 57026 k -in CHECK Mu< Phi M Bounda Elem R•'d ?: No !flout Cage length & width -- age length = 14.00 in cage width = 8.00 in Ag= 187sgin. d = 255.50 in d "= 8.50 in Axial Ld Strngth /Bdy Elem— Phi Pn = 546 kip Pu" = 422 kip CHECKPu " <PhiP Wall dimensions t, (in) = h, (ft) = L,(ft) _ fc = Fy = s wall symmetrical? 8 28 22 4 ksi 60 ksi yes O.K. to Use As Shearwall ? ?? Pu= Po= Is Pu <= 0.35 *Po. ?? 7/3/00 279 kip 5745 kip Yes, O.K. Transverse Reinforcement Not R Tie Bar size = 0.20 sq in. bar spacing = 4.00 in Short direction : (Wall Width) (# ties parallel to wall) A(sh)= 0.19sgin. No. Bars Short Dir = 0.96 Long direction : (# ties perpendicular to wall) A(sh)= 0.34sgin. No. Bars Lon. Dir= 1.68 'd Pn ( =Pu) = 279 kip Mn = 126447 k -in Vn" (to devlp Mn) = 564 kip hw /Iw = 1.27 Then, Alpha = 3 Select, rho horiz = 0.0025 Then, the Nominal Shear Strength is - Vn = 718 kip Check, if Vn < Vn ", then use 0.6 (0.85)- - Phi = 0.85 Phi Vn = 610 kip Vu = 277 kip CHECK Vu < Phi Vn L3� .u. DCI•ENGINEERS D'AMATO CONVERSANO INC. P roject No. e°,t—Z( Project Subject ekt:Gchp .1 04. 6Ja Sheet No. 4. 3G Date 7 /5AG By 7 1'3 6 ( s - • (3. 70-r 37.0(( 2 • S") - /c 3c, 4 b i i`1o - �319 , 2 7 c 39.Y y5' z -- 1 7- .1 /91.1( $ a w 3,,o Gm f'd G- Sz 8 0)% 10C; 7 ./Ity + 2311 W�-e g { a w r 36 ! a /, men f "-7 J DCI ENGINEERS D'AMATO CONVERSANO INC. P roject No. 992zy Project Subject Sheet No. � Date / 6/00 sy -� NS at m we 540% Ce r rtt_r f aei) � a 101 k ( c ) 00 . .)(2.2) 69 (0.9). = c w► II ..I•.: V, ; arc 13' Y f r,'g 4' S Mi 20 ( /G°', leQ'-) ®. DCLENGINEERS IN D'AMATO CONVERSANO INC. P roject No. Project Subject Sheet No. L 3� Date By Tom Ca-0 c t) p R— T 1. C49-ATr I N UocA DA%) RE pc►C -R.AN -reeti ( w/ .s'» 0,90 it 6 ;) 1h or S ifti 25xs)1 1/2. mfl 5/8 " 4r11.4) s, 0 €1" .c, frDy'L T x 1-4.0" a /20 8 ` 1 t,v4.#040t. 1 PQ Pc»+V - (L X q C.fri.s'rt N u &1 c2) gOA II S '" 9 4i l (mow A 577) Noe& E$ two DCI ENGIN EERS IN D'AMATO CONVERSANO INC. Project No. 1422Y Project ��. L -o — Ces t e ( Subject Sh eet No. 39 Date By rpty cea, 3 -o rJP1E 77 p , LL = 60 (�) ( -, t 33,75 o l // `°c 1'L = (2)( 2)(Zo) = a7� Poor DL ' C C �.- )(,b-r) ' E 7.„ r Xpd„( L 1 (41)(40 (7.1)47.0) _ ► 2.1.5k. 1 t—bb)(s Liz NV ( tr0 t & <�w 174 DCI.ENGINEERS D'AMATO CONVERSANO INC. [Project No. 992 Sheet No. Lcia Project #... ,. fr 64 ( VAIL Date ' 7/3/ .: Subject 4 p By _. r-- CAta-t. 72,t 4- fe. — /Zi k f sf r IP+ eAko Pbe)2_ F--ft - /Go r IL?4 375 ft-1 „ f._( 2o 1 , c) s.4 ?-parrs lt/.7 4- /65 .z.t -1 i(z-/ /7 ▪ if...0 TA) ft S c /S0 *,r - : 44 L A) le `--?) ?C - 3 ' b . f . "FTV7 /4 sf 8 4 4 - 72 ; 5 ■rr r . . . . • DCI Job No : 99224.00 Job: Fatigue Wall No.: Level: Pier 1st Loads: Shear, V 37.20 kip O.T.M. 8647 k -in (live load) = 155.25 kip dead load) = 114.75 kip P(slab) = 17.00 kip P (self wt) = 42.00 kip Boundary Elem Rq'd ?: Mu= Pu= Ag= Per 1921.6.5. #1 limit Pu <= #2 Limit u /(Vu *Iw) <= #3 Limit Vu <= Flexure: No 12106 k -in 461 kip 1440.00 inA2 4 576 kip 3.87 3,415 kip Select As = 6.00 sq in. (649) Beta= 0.85 Then, a = 4.41 in Next, Nom. Flex. Strength — Phi Mn = 15971 k -in M (DL) = 1770 k -in Mu = 10513 k -in CHECK Mu< Phi M 'd ?: No lnout Cage length & width -- age length = 14.00 in cage width = 8.00 in Ag= 187sgin. d= 51.50 in d" = 8.50 in Axial Ld Strngth /Bdy Elem -- Phi Pn = 546 kip Pu" = 512 kip CHECK Pu" < Phi P Wall dimensions t, (in) = h, (ft) _ L,(ft) _ fc = Fy = s wall symmetrical? 24 25 5 4 ksi 60 ksi yes O.K. to Use As Shearwall ? ?? Pu= 461 kip Po= 3917 kip Is Pu <= 0.35 *Po. ?? Yes, O.K. Transverse Reinforcement Not R Tie Bar size = 0.20 sq in. bar spacing = 4.00 in Short direction : (Wall Width) (# ties parallel to wall) A(sh)= 0.19sgin. No. Bars Short Dir = 0.96 Long direction : (# ties perpendicular to wall) A (sh) = 0.34 sq in. No. Bars Lon • Dir= 1 Shear: 'd Pn ( =Pu) = 461 kip Mn = 31564 k -in Vn" (to devlp Mn) = 158 kip hw /Iw = 5.00 Then, Alpha = 2 Select, rho horiz = 0.0025 Then, the Nominal Shear Strength is - Vn = 398 kip Check, if Vn < Vn ", then use 0.6 (0.85 — Phi = 0.85 Phi Vn = 338 kip Vu = 52 kip CHECK Vu < Phi Vn 7/3/00 L %/ 9 N u- WO 2 g Se a .w F., U co r. • O Z' DCI.ENGINEERS II D'AMATO CONVERSANO INC. Project No. q92-2v Project aT ue Subject Sheet No. L 42- Date - V 6 40 By T ?o, S' -uo w �. (' r10.Z) 3 ksi /• 7S � I. ('2o.r)( Sep" 7)& - ) 7p� 10 Y "tea, ° DfP1� (Zo. :•z) z (o (� 7,»c7o�) DCI ENGINEERS E D'AMATO CONVERSANO INC. P ru j e.ct No. gg77y Project Fa 4- Subject LevaA - j bA 1Y Pzirs Sheet No. L L{ 3 Date 7 /G /o By -kr C 1s An) t: 04) t\FIJE M 1 /j M 15.. Ta Te-e- s 4. 2e 4•C /* K/ ( 1 ) z , 1 ct! ` 1. 9'5 L:.. 2r 3 6 69. y) (2.7.) (1.0 ca d 62#7 ,it q(•(* emo) 6 .! D-t a'� DCFENGINEERS - D 'AMATO CONVERSANO INC. { No. Project Subject Sheet No. L4` Date By of WO l� �C bN �� � � r1) f ? 3' -o UWE As AV) )2o-a0D Cot uM r.l aLL 010 efrAmL45 ei.t S i CkS" tet4:Ceiti, T =.-c,o tcrs .z. ) 4p Ot4161.4 77ea leaf lec0 4\4 2 -‘0 , 7.11 & cit'ActHA$-■ kiLA>1 ed t- 2.3 �.S 7 :: 2 — Oce 2-4 z ( Q 1 9( f) *( 1 ‘•q)( 1•1) - 0)(0.8r) eL.s e1A,A veco- Ur-r- /1 DCI •ENGINEERS D'AMATO CONVERSANO INC. Project No. i /1-2-51 Sheet No. L L 7 L 5 Project rt. At 14 -4 Date - 7/3)60 By Subject U OANZX o ate J iiti-ei:0 aLL 010 efrAmL45 ei.t S i CkS" tet4:Ceiti, T =.-c,o tcrs .z. ) 4p Ot4161.4 77ea leaf lec0 4\4 2 -‘0 , 7.11 & cit'ActHA$-■ kiLA>1 ed t- 2.3 �.S 7 :: 2 — Oce 2-4 z ( Q 1 9( f) *( 1 ‘•q)( 1•1) - 0)(0.8r) eL.s e1A,A veco- Ur-r- /1 RISA -2D (R) Version 4.01 D'Amato Conversano, Inc. 2821 Northup Way, Suite 200 Bellevue, WA 98029 Mustang /Fatigue Units US Standard Steel Code AISC 9th Edition ASD Allowable Stress Increase Factor 1.333 Include Shear Deformation Yes No. of Sections for Member Calcs 5 Do Redesign Yes P -Delta Analysis Tolerance 0.50% Joint X No Coordinate ft 1 -6.330 2 0.000 3 4.670 4 9.667 5 14.670 6 19.670 7 24.670 8 29.670 9 34.670 10 39.670 11 44.670 12 49.670 13 54.670 14 58.670 15 63.510 16 4.667 17 9.670 18 14.670 19 19.670 20 24.670 21 29.670 22 34.670 23 39.670 24 44.670 25 49.667 26 54.667 27 58.667 Joint + Translation No X Y K /in K /in 2 Reaction Reaction 27 Reaction < Joint Coordinates > Y Joint Coordinate Temperature ft °F -3.124 0.00 0.000 0.00 1.920 0.00 3.660 0.00 5.070 0.00 6.181 0.00 7.000 0.00 7.528 0.00 7.780 0.00 7.750 0.00 7.448 0.00 6.862 0.00 6.000 0.00 5.040 0.00 3.720 0.00 0.148 0.00 1.762 0.00 3.060 0.00 4.030 0.00 4.707 0.00 5.080 0.00 5.167 0.00 4.960 0.00 4.462 0.00 3.667 0.00 2.560 0.00 1.400 0.00 < Boundary Conditions > Rotation K- ft /rad Job : 99224 Page: 1 Date: 7/05/00 File: BOWSTRGP T- I RISA -2D (R) Version 4.01 D'Amato Conversano, Inc. 2821 Northup Way, Suite 200 Bellevue, WA 98029 Mustang /Fatigue Material Label STL Section Database Material Label Shape Label TCHORD TU8X6X4 BCHORD TU8X6X4 WEB TU6X4X3 Young's Modulus Ksi 29000.00 STL STL STL 1 1 2 1 TCHORD 2 2 3 1 TCHORD 3 3 4 1 TCHORD 4 4 5 1 TCHORD 5 5 6 1 TCHORD 6 6 7 1 TCHORD 7 7 8 1 TCHORD 8 8 9 1 TCHORD 9 9 10 1 TCHORD 10 10 11 1 TCHORD 11 11 12 1 TCHORD 12 12. 13 1 TCHORD 13 13 14 1 TCHORD 14 14 15 1 TCHORD 15 16 17 1 BCHORD 16 17 18 1 BCHORD 17 18 19 1 BCHORD 18 19 20 1 BCHORD 19 20 21 1 BCHORD 20 21 22 1 BCHORD 21 22 23 1 BCHORD 22 23 24 1 BCHORD 23 24 25 1 BCHORD 24 25 26 1 BCHORD 25 26 27 1 BCHORD 26 16 3 1 WEB 27 17 4 1 WEB 28 18 5 1 WEB 29 19 6 1 WEB 30 20 7 1 WEB 31 21 8 1 WEB 32 22 9 1 WEB < Materials (General) > Shear Poisson's Thermal Modulus Ratio Coef. Ksi 10"5 °F - 11154.00 0.3000 0.65000 < Sections > As As Area 0,2 1,3 in"2 6.59 1.2 1.2 6.59 1.2 1.2 3.52 1.2 1.2 < Members > Memb Joints Rotate Section Releases No. I J 90° Set I:AVM J:AVM PIN PIN PIN PIN PIN PIN PIN PIN PIN PIN PIN PIN PIN PIN Job : 99224 Page: 2 Date: 7/05/00 File: BOWSTRGP Weight Density K /ft3 0.490 I 1,3 in"4 38.60 38.60 9.32 Offsets I -End J -End in in Yield Stress Ksi 46.00 I 0,2 in"4 60.10 60.10 17.40 Inactive? Label 4 Length ft - - -- 7.06. 5.05 5.29 5.20 5.12 5.07 5.03 5.01 5.00 5.01 5.03 5.07 4.11 5.02 5.26 5.17 5.09 5.05 5.01 5.00 5.00 5.02 5.06 5.12 4.16 1.77 1.90 2.01 2.15 2.29 2.45 2.61 -i < AISC,NDS Parameters > Section Length Lb -out Lb -in Lcomp K K Member Set le -out le -in le -bend out in CH ft ft ft ft 1 TCHORD 7.06 20.00 20.00 2 TCHORD 5.05 20.00 20.00 3 TCHORD 5.29 20.00 20.00 _.. 4 TCHORD 5.20 20.00 20.00 5 TCHORD 5.12 20.00 20.00 6 TCHORD 5.07 20.00 20.00 7 TCHORD 5.03 20.00 20.00 8 TCHORD 5.01 20.00 20.00 9 TCHORD 5.00 20.00 20.00 10 TCHORD 5.01 20.00 20.00 11 TCHORD 5.03 20.00 20.00 12 TCHORD 5.07 20.00 20.00 13 TCHORD 4.11 20.00 20.00 14 TCHORD 5.02 20.00 20.00 15 BCHORD 5.26 20.00 20.00 16 BCHORD 5.17 20.00 20.00 17 BCHORD 5.09 20.00 20.00 18 BCHORD 5.05 20.00 20.00 19 BCHORD 5.01 20.00 20.00 20 BCHORD 5.00 20.00 20.00 .1 21 BCHORD 5.00 20.00 20.00 22 BCHORD 5.02 20.00 20.00 23 BCHORD 5.06 20.00 20.00 24 BCHORD 5.12 20.00 20.00 RISA -2D (R) Version 4.01 D'Amato Conversano, Inc. 2821 Northup Way, Suite 200 Bellevue, WA 98029 Mustang /Fatigue Job : 99224 Page: 3 Date: 7/05/00 File: BOWSTRGP 7 -3 < Members > Memb Joints Rotate Section Releases Offsets Inactive? No. I J 90° Set I:AVM J:AVM I -End J -End Label 4 Length in in ft - - -- 33 23 10 1 WEB PIN PIN 2.79 34 24 11 1 WEB PIN PIN 2.99 35 25 12 1 WEB PIN PIN 3.20 36 26 13 1 WEB PIN PIN 3.44 37 27 14 1 WEB PIN PIN 3.64 38 2 16 1 WEB PIN PIN 4.67 39 16 4 1 WEB PIN PIN 6.11 40 17 5 1 WEB PIN PIN 6.00 41 18 6 1 WEB PIN PIN 5.89 42 19 7 1 WEB PIN PIN 5.82 43 20 8 1 WEB PIN PIN 5.74 44. 22 8 1 WEB PIN PIN 5.53 45 23 9 1 WEB PIN PIN 5.74 46 24 10 1 WEB PIN PIN 5.98 47 25 11 1 WEB PIN PIN 6.27 48 26 12 1 WEB PIN PIN 6.59 49 27 13 1 WEB PIN PIN 6.09 Cm Cb,B Sway o i RISA -2D (R) Version 4.01 D'Amato Conversano, Inc. 2821 Northup Way, Suite 200 Bellevue, WA 98029 Mustang /Fatigue Section Length Member Set ft 25 BCHORD 4.16 26 WEB 1.77 27 WEB 1.90 28 WEB 2.01 29 WEB 2.15 30 WEB 2.29 31 WEB 2.45 32 WEB 2.61 33 WEB 2.79 34 WEB 2.99 35 WEB 3.20 36 WEB 3.44 37 WEB 3.64 38 WEB 4.67 39 WEB 6.11 40 WEB 6.00 41 WEB 5.89 42 WEB 5.82 43 WEB 5.74 44 WEB 5.53 45 WEB 5.74 46 WEB 5.98 47 WEB 6.27 48 WEB 6.59 49 WEB 6.09 < Basic Load Case Data > BLC Basic Load Case Load Type Totals No. Description Nodal Point Dist. 1 2 3 4 Member 1 2 3 4 5 6 7 Dead Snow Unblanced Seismic Joints I J 1 2 3 4 5 6 7 2 3 4 5 6 7 8 < Member Distributed Loads, BLC 1 > Load Pattern Pattern Label Multiplier < AISC,NDS Parameters > Lb -out Lb -in Lcomp K K le -out le -in le -bend out in ft ft ft 20.00 20.00 UNIFORM UNIFORM UNIFORM UNIFORM UNIFORM UNIFORM UNIFORM 1 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 Job : 99224 Page: 4 Date: 7/05/00 File: BOWSTRGP CH Cm Cb,B Sway o i 14 16 8 I ;,•.S 9 10 ' 11 12 1,4 13 1 14 RISA -2D (R) Version 4.01 D'Amato Conversano, Inc 2821 Northup Way, Suite 200 Bellevue, WA 98029 Mustang /Fatigue 2 3 4 5 6 7 8 9 10 11 12 13 14 1 14 8 8 9 10 11 12 13 14 < Member Distributed Loads, BLC 1 > Joints Load Pattern Pattern I J Label Multiplier 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 14 9 10 11 12 13 14 15 2 3 4 5 6 7 8 9 10 11 12 13 14 15 2 15 UNIFORM UNIFORM UNIFORM UNIFORM UNIFORM UNIFORM UNIFORM < Member Distributed Joints Load Pattern Member I J Label UNIFORM UNIFORM UNIFORM UNIFORM UNIFORM UNIFORM UNIFORM UNIFORM UNIFORM UNIFORM UNIFORM UNIFORM UNIFORM UNIFORM UNIFORM UNIFORM < Member Distributed Joints Load Pattern Member I J Label 8 8 9 DIST1 7 7 8 DIST2 6 6 7 DIST3 5 5 6 DIST4 4 4 5 DIST5 3 3 4 DIST6 2 2 3 DIST7 1 1 2 DISTB 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 Loads, BLC 2 > Pattern Multiplier 0.2500 0.2500 0.2500 0.2500 0.2500 0.2500 0.2500 0.2500 0.2500 0.2500 0.2500 0.2500 0.2500 0.2500 0.2500 0.2500 Loads, BLC 3 > Pattern Multiplier 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Job : 99224 Page: 5 Date: 7/05/00 File: BOWSTRGP is Pattern Label Dir Start kJ K /ft,F UNIFORM V -1.000 7 DIST1 V -0.190 .J DIST2 V -0.250 DIST3 V -0.320 DIST4 V -0.380 DIST5 V -0.450 DIST6 V -0.510 DIST7 V -0.570 DIST8 V -0.640 RISA -2D (R) Version 4.01 D'Amato Conversano, Inc. 2821 Northup Way, Suite 200 Bellevue, WA 98029 Mustang /Fatigue < Joint Loads /Enforced Displacements, BLC 4 > Joint Is this a Load or Direction Number a Displacement? (X,Y,Mz) 27 L X < Load Patterns > No. Description BLC Fac BLC Fac BLC Fac 1 D + S 2 D + E 3 D (erection) Y Y Y Magnitudes - 1 -1 - 1 End K /ft, F - 1.000 - 0.125 - 0.190 -0.250 -0.320 - 0.380 - 0.450 - 0.510 - 0.570 < Load Combinations > 2 1 4 - < Envelope Displacements > Translation + X lc Y lc Rotation lc in in rad 1U 0.075 2 0.235 3 0.00233 2 L -0.116 3 -0.153 2 - 0.00278 3 2U 0.000 1 0.000 3 0.00096 2 L 0.000 2 0.000 1 - 0.00643 1 3U 0.203 1 0.011 2 0.00024 2 L -0.010 2 -0.518 1 - 0.00991 1 4U 0.379 1 0.049 2 0.00079 2 L -0.029 2 -1.054 1 - 0.00785 1 5U 0.475 1 0.090 2 0.00065 2 L -0.045 2 -1.464 1 - 0.00555 1 6U 0.509 1 0.126 2 0.00056 2 L -0.056 2 -1.727 1 - 0.00308 1 7U 0.502 1 0.156 2 0.00044 2 L -0.064 2 -1.846 1 - 0.00079 1 8U 0.472 1 0.176 2 0.00130 1 L -0.068 2 -1.832 1 0.00014 2 9U 0.442 1 0.173 2 0.00312 1 L -0.069 2 -1.699 1 - 0.00017 2 Job : 99224 Page: 6 Date: 7/05/00 File: BOWSTRGP Magnitude K,K- ft,in,rad 23.000 Locations Start End ft or % ft or % - -- 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 RWPE BLC Fac BLC Fac SSdv y y y -.a RISA -2D (R) Version 4.01 D'Amato Conversano, Inc 2821 Northup Way, Suite 200 Bellevue, WA 98029 Mustang /Fatigue Joint + 10U L 11U L 12U L 13U L 14U L 15U 16U L 17U L 18U L . 19U L 20U L 21U L 22U L 23U L 24U L 25U L 26U L 27U L X in 0.423 - 0.069 0.426 - 0.071 0.460 - 0.076 O .529 - 0.084 O .610 - 0.096 0.679 -0.126 O .032 -0.005 0.225 -0.021 0.356 - 0.036 0.435 - 0.048 0.479 - 0.058 O .504 -0.065 0.528 - 0.071 0.562 - 0.077 0.614 - 0.087 0.691 - 0.100 0.795 -0.118 0.900 -0.139 Story + - - -- X Direction - - -- No. Joint Drift lc Ht -- in No Stories Defined... < Envelope Displacements > Translation + lc Y lc in 1 0.159 2 -1.465 1 0.134 2 -1.148 1 0.097 2 -0.767 1 0.049 2 -0.342 1 -0.001 2 -0.003 1 0.246 2 -0.112 1 0.011 2 -0.519 1 0.050 2 -1.056 1 0.091 2 -1.466 1 0.127 2 -1.729 1 0.156 2 -1.847 1 0.176 2 -1.834 1 0.173 2 -1.702 1 0.159 2 -1.468 1 0.134 2 -1.152 1 0.098 2 -0.772 1 0.049 2 -0.348 1 0.000 2 0.000 Rotation rad 2 0.00463 1 - 0.00032 2 0.00585 1 - 0.00051 2 0.00670 1 - 0.00073 2 0.00750 1 - 0.00083 3 0.00571 1 - 0.00147 1 0.00389 2 - 0.00203 2 0.00064 1 - 0.00945 2 0.00069 1 - 0.00818 2 0.00068 1 - 0.00569 2 0.00056 1 - 0.00323 2 0.00045 1 - 0.00089 2 0.00123 1 0.00014 2 0.00310 1 - 0.00017 2 0.00466 1 - 0.00033 2 0.00589 1 - 0.00053 2 0.00682 1 - 0.00072 2 0.00726 1 - 0.00097 2 0.00728 1 - 0.00109 Envelope Story Drift > Job : 99224 Page: 7 Date: 7/05/00 File: BOWSTRGP lc RISA -2D (R) Version 4.01 D'Amato Conversano, Inc. 2821 Northup Way, Suite 200 Bellevue, WA 98029 Mustang /Fatigue 2U L 27U L Tot:9U L Section Memb ' 1 U L 2 U L 3 U L 4 U L 5 U L 2 1 U L 2 U L 3 U L 4 U L 5 U L 3 1 U L 2 U L 3 U L 4 U L 5 U L K 23.00 2 0.00 1 0.00 1 0.00 1 23.00 2 0.00 1 Forces lc Y K Axial lc K 0.00 1 0.00 1 - 0.16 2 - 0.51 1 -0.32 2 - 1.02 1 - 0.47 2 - 1.52 1 - 0.63 2 - 2.03 1 31.44 16.88 31.23 16.79 31.02 16.69 30.81 16.59 30.60 16.49 29.43 15.90 29.24 15.80 29.04 15.71 28.85 15.62 28.65 15.53 4 1 U 56.54 1 L 13.28 2 < Envelope Reactions > < Envelope 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 19.69 9.12 18.60 8.36 38.29 18.03 lc 1 3 1 2 1 3 Section Forces > Shear lc K 0.00 0.00 - 0.32 - 1.03 -0.64 - 2.06 - 0.96 - 3.09 -1.28 - 4.12 4.31 1.52 3.80 1.28 3.29 1.03 2.78 0.79 2.26 0.55 1.10 0.10 0.54 - 0.17 0.09 -0.43 -0.17 -0.69 -0.44 - 1.13 1 1 2 1 2 1 2 1 2 1 1 3 1 3 1 3 1 3 1 3 1 2 1 2 3 2 3 2 3 1 1.31 1 0.59 2 Moment lc K -ft 0.00 1 0.00 1 0.00 1 0.00 1 Job : 99224 Page: 8 Date: 7/05/00 File: BOWSTRGP Moment lc K -ft 0.00 1 0.00 1 0.91 1 0.28 2 3.63 1 1.13 2 8.17 1 2.54 2 14.53 1 4.51 2 14.53 4.51 9.40 2.55 4.93 0.91 1.10 -0.44 -0.72 -2.08 - 0.72 - 2.08 -1.36 -3.17 -1.03 - 3.52 - 0.29 - 3.13 0.80 -2.01 1 2 1 2 1 2 1 2 3 1 3 1 3 1 2 1 2 1 2 1 0.80 2 - 2.01 1 RISA -2D (R) Version 4.01 D'Amato Conversano, Inc. 2821 Northup Way, Suite 200 Bellevue, WA 98029 Mustang /Fatigue Section Memb 4 Axial lc Shear lc K K 2 U 56.38 1 0.74 1 L 13.20 2 0.32 2 3 U 56.22 1 0.17 1 L 13.13 2 0.05 2 4 U 56.06 1 -0.20 3 L 13.05 2 -0.40 1 5 U 55.90 1 -0.47 3 L 12.98 2 -0.97 1 5 1 U 74.90 1 1.10 1 L 10.22 2 0.52 3 U 74.77 1 0.52 1 L 10.16 2 0.25 3 U 74.64 1 -0.02 2 L 10.10 2 -0.05 1 U 74.51 1 -0.30 2 L 10.04 2 -0.63 1 U 74.38 1 -0.57 2 L 9.98 2 -1.21 1 6 1 U 84.35 1 1.13 1 0.67 2 L 7.96 2 0.53 3 -2.63 1 2 U 84.25 1 0.54 1 0.13 2 L 7.91 2 0.25 3 -3.69 1 3 U 84.16 1 0.01 2 -0.06 2 L 7.87 2 -0.04 1 -4.01 1 4 U 84.06 1 -0.27 2 0.11 2 L 7.82 2 -0.62 1 -3.59 1 5 U 83.96 1 -0.54 2 0.62 2 L 7.78 2 -1.21 1 -2.43 1 7 1 U 86.99 1 1.10 1 0.62 2 L 5.97 2 0.43 2 -2.43 1 2 U 86.93 1 0.51 1 0.25 2 L 5.94 2 0.15 2 -3.45 1 3 U 86.87 1 -0.04 3 0.23 2 L 5.91 2 -0.12 2 -3.72 1 4 U 86.81 1 -0.31 3 0.56 2 L 5.89 2 -0.66 1 -3.26 1 5 U 86.75 1 -0.59 3 1.24 2 L 5.86 2 -1.25 1 -2.06 1 8 1 U 76.37 1 L 3.11 2 2 U 76.34 1 L 3.09 2 Job : 99224 Page: 9 Date: 7/05/00 File: BOWSTRGP < Envelope Section Forces > 1.09 1 0.51 3 0.50 1 0.23 3 Moment lc K -ft 0.21 2 - 3.34 1 - 0.03 2 -3.93 1 0.08 2 - 3.79 1 0.54 2 -2.90 1 0.54 2 - 2.90 1 0.05 2 - 3.94 1 - 0.09 2 - 4.24 1 0.11 2 - 3.80 1 0.67 2 - 2.63 1 1.24 2 - 2.06 1 0.57 2 -3.05 1 T-� Section Memb y Axial lc K 3 U 76.311 L 3.08 2 4 U 76.28 1 L 3.06 2 5 U 76.25 1 L 3.05 2 RISA -2D (R) Version 4.01 D'Amato Conversano, Inc. 2821 Northup Way, Suite 200 Bellevue, WA 98029 Mustang /Fatigue 9 1 U L 2 U L 3 U L U L U L 1 U L U L U L U L U L 11 1 U L 2 U L 3 U L 4 U L 5 U L 12 1 U L 2 U L 3 U L 64.70 2.01 64.70 2.01 64.71 2.02 64.71 2.02 64.71 2.02 49.96 0.98 49.99 1.00 50.03 1.02 50.06 1.03 50.10 1.05 32.89 0.16 32.96 0.19 33.03 0.22 33.10 0.26 33.17 0.29 < Envelope Section Forces > 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 13.67 1 - 0.58 2 13.77 1 - 0.53 2 13.87 1 - 0.48 2 Shear lc K 0.12 - 0.09 -0.16 - 0.68 - 0.44 - 1.27 1.09 0.51 0.50 0.23 -0.02 - 0.09 -0.30 - 0.68 - 0.58 -1.27 1.08 0.50 0.50 0.23 0.00 -0.09 - 0.27 - 0.68 - 0.55 - 1.27 1.04 0.50 0.45 0.22 -0.02 - 0.14 - 0.30 - 0.72 -0.58 -1.31 2 1 2 1 2 1 1 3 1 3 2 1 2 1 2 1 1 3 1 3 2 1 2 1 2 1 1 3 1 3 2 1 2 1 2 1 1.26 1 0.53 3 0.68 1 0.26 3 0.10 2 - 0.01 3 Job : 99224 Page: 10 Date: 7/05/00 File: BOWSTRGP Moment lc K -ft 0.25 2 - 3.31 1 0.27 2 - 2.82 1 0.64 2 - 1.60 1 0.64 - 1.60 0.15 -2.59 0.01 - 2.85 0.21 - 2.37 0.77 - 1.15 0.77 - 1.15 0.24 - 2.13 0.06 - 2.39 0.23 - 1.90 0.74 -0.67 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 0.74 2 - 0.67 1 0.25 2 - 1.61 1 0.11 2 - 1.81 1 0.31 2 - 1.27 1 0.87 2 -0.11 3 -(0 0.87 2 -0.11 3 0.22 2 -1.22 1 -0.07 2 -1.71 1 ONINI RISA -2D (R) Version 4.01 D'Amato Conversano, Inc. 2821 Northup Way, Suite 200 Bellevue, WA 98029 Mustang /Fatigue Section Memb 4 Axial lc K 4 U 13.97 1 L -0.44 2 5 U 14.07 1 L -0.39 2 13 1 U L 2 U L U L U L U L 14 1 2 3 U L U L U L U L U L 0.30 0.02 0.41 0.08 0.52 0.13 0.63 0.18 0.74 0.23 -0.28 -0.92 - 0.21 - 0.69 - 0.14 - 0.46 - 0.07 -0.23 0.00 0.00 15 1 U 10.92 L -56.55 2 U 10.91 L -56.56 3 U 10.90 L -56.57 4 U 10.90 L -56.57 5 U 10.89 L -56.58 16 1 U 13.57 L -75.27 2 U 13.56 L -75.28 3 U 13.55 L -75.29 4 U 13.55 L -75.29 < Envelope Section Forces > 1 2 1 2 1 2 1 2 1 2 2 1 2 1 2 1 2 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 Shear lc K -0.18 2 -0.49 1 -0.45 2 - 1.07 1 -0.11 - 1.25 - 0.33 - 1.71 - 0.54 -2.17 - 0.76 - 2.63 - 0.98 - 3.09 3.38 1.04 2.53 0.78 1.69 0.52 0.84 0.26 0.00 0.00 0.76 0.07 0.73 0.04 0.70 0.01 0.67 -0.02 0.64 - 0.04 0.07 0.00 0.04 - 0.03 0.01 - 0.06 -0.02 - 0.08 2 1 2 1 2 1 2 1 2 1 1 2 1 2 1 2 1 2 2 1 1 2 1 2 1 2 1 2 1 2 3 2 3 2 3 2 3 2 Job : 99224 Page: 11 Date: 7/05/00 File: BOWSTRGP Moment lc K -ft - 0.02 2 -1.46 1 0.38 2 - 0.47 1 0.38 - 0.47 1.06 0.29 3.05 0.84 5.53 1.62 8.47 2.61 8.47 2.61 4.77 1.47 2.12 0.65 0.53 0.16 0.00 0.00 0.00 0.00 - 0.07 - 0.97 - 0.11 -1.91 - 0.11 - 2.81 - 0.07 - 3.68 - 0.07 - 3.68 -0.05 -3.74 0.01 - 3.77 0.10 - 3.76 2 1 1 3 1 3 1 3 1 2 1 2 1 2 1 2 1 2 1 2 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 7-11 RISA -2D (R) Version 4.01 D'Amato Conversano, Inc. 2821 Northup Way, Suite 200 Bellevue, WA 98029 Mustang /Fatigue Section Memb 4. Axial lc K 5 U 13.54 2 L -75.30 1 17 1 U 15.53 L -84.59 2 U 15.53 L -84.60 3 U 15.52 L -84.60 4 U 15.51 L -84.61 5 U 15.51 L -84.62 18.1 U L U L U L U L U L 19 1 U L 2 U L 3 U L 4 U L 5 U L 20 1 U L 2 U L 3 U L 4 U L 5 U L 17.27 - 87.19 17.27 -87.19 17.26 - 87.19 17.26 - 87.20 17.25 -87.20 18.14 - 83.97 18.14 -83.97 18.14 - 83.98 18.14 -83.98 18.14 - 83.98 18.11 - 83.75 18.10 - 83.75 18.10 - 83.75 18.10 - 83.75 18.10 - 83.75 < Envelope Section Forces > 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 Shear lc K - 0.05 3 - 0.11 2 0.06 0.05 0.03 0.02 0.00 -0.01 - 0.03 - 0.04 - 0.06 -0.06 0.06 0.00 0.03 -0.02 0.00 - 0.05 - 0.03 - 0.08 - 0.06 -0.11 0.02 - 0.07 - 0.01 - 0.09 - 0.04 - 0.12 -0.07 - 0.15 -0.09 - 0.18 0.18 -0.03 0.15 -0.06 0.12 -0.09 0.09 -0.11 0.06 -0.14 2 3 2 3 2 3 2 3 2 3 2 1 2 1 2 1 2 1 2 1 3 2 3 2 3 2 3 2 3 2 2 1 2 1 2 1 2 1 2 1 Job : 99224 Page: 12 Date: 7/05/00 File: BOWSTRGP Moment lc K -ft 0.22 2 - 3.72 1 0.22 -3.72 0.17 - 3.77 0.15 - 3.78 0.17 - 3.75 0.22 -3.69 2 1 2 1 2 1 2 1 2 1 0.22 2 -3.69 1 0.17 2 - 3.68 1 0.15 2 - 3.631 0.17 2 - 3.55 1 0.22 2 - 3.43 1 0.22 2 - 3.43 1 0.32 2 - 3.39 1 0.45 2 - 3.32 1 0.62 2 - 3.21 1 0.83 2 - 3.06 1 0.83 -3.06 0.62 - 3.01 0.46 -2.92 0.33 -2.79 0.23 - 2.63 T -12 2 1 2 1 2 1 2 1 2 1 RISA -2D (R) Version 4.01 D'Amato Conversano, Inc. 2821 Northup Way, Suite 200 Bellevue, WA 98029 Mustang /Fatigue Section Memb 4 Axial lc K 21 1 U L U L U L U L U L 22 1 U L U L U L U L U L 23 1 U L 2 U L U L U L 5 U L 24 1 U L 2 U L 3 U L 4 U L 5 U L 19.95 2 - 76.28 1 19.95 2 - 76.28 1 19.95 2 - 76.28 1 19.95 2 - 76.28 1 19.95 2 - 76.28 1 21.08 -65.02 21.09 -65.02 21.09 - 65.01 21.09 - 65.01 21.09 - 65.01 22.25 - 50.56 22.26 - 50.55 22.26 -50.55 22.27 - 50.54 22.27 -50.54 23.32 -33.53 23.33 - 33.53 23.34 -33.52 23.34 -33.51 23.35 - 33.51 < Envelope Section Forces > 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 Shear lc K 0.03 -0.04 0.00 - 0.07 - 0.02 - 0.10 - 0.05 -0.13 - 0.08 - 0.16 0.05 - 0.06 0.03 - 0.09 0.00 - 0.11 - 0.03 - 0.14 -0.06 - 0.17 0.06 - 0.02 0.03 - 0.04 0.01 - 0.07 - 0.02 -0.10 - 0.05 -0.13 0.02 - 0.17 0.00 -0.20 -0.03 -0.23 -0.06 - 0.25 -0.09 - 0.28 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 Job : 99224 Page: 13 Date: 7/05/00 File: BOWSTRGP Moment lc K -ft 0.23 - 2.63 0.21 - 2.56 0.22 - 2.45 0.27 -2.31 0.35 -2.13 0.35 -2.13 0.30 - 2.04 0.29 - 1.92 0.31 - 1.76 0.36 -1.56 0.36 -1.56 0.30 - 1.52 0.28 -1.45 0.29 - 1.34 0.34 - 1.20 0.34 -1.20 0.32 - 0.96 0.35 -0.69 0.41 -0.39 0.50 - 0.08 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 3 T - 1� 16 RISA -2D (R) Version 4.01 D'Amato Conversano, Inc. 2821 Northup Way, Suite 200 Bellevue, WA 98029 Mustang /Fatigue Job : 99224 Page: 14 Date: 7/05/00 File: BOWSTRGP < Envelope Section Forces > Section Memb 4 Axial lc Shear lc Moment lc K K K -ft 25 1 U 24.38 2 0.17 2 0.50 2 L -14.25 1 0.03 3 -0.08 3 2 U 24.38 2 0.14 2 0.34 2 L -14.24 1 0.00 3 -0.09 3 3 U 24.39 2 0.12 2 0.20 2 L -14.23 1 -0.02 3 -0.09 3 4 U 24.40 2 0.10 2 0.09 2 L -14.23 1 -0.04 3 -0.05 3 U 24.40 2 0.08 2 0.00 3 L -14.22 1 -0.06 3 0.00 2 26 1 U -0.92 3 0.00 1 0.00 1 L -2.99 1 0.00 1 0.00 1 U -0.92 3 0.00 1 0.00 1 L -2.99 1 0.00 1 0.00 1 U -0.93 3 0.00 1 0.00 1 L -3.00 1 0.00 1 0.00 1 U -0.93 3 0.00 1 0.00 1 L -3.00 1 0.00 1 0.00 1 U -0.94 3 0.00 1 0.00 1 L -3.01 1 0.00 1 0.00 1 27. 1 U 1.68 2 0.00 1 0.00 1 L -10.39 1 0.00 1 0.00 1 2 U 1.67 2 0.00 1 0.00 1 L -10.39 1 0.00 1 0.00 1 3 U 1.67 2 0.00 1 0.00 1 L -10.40 1 0.00 1 0.00 1 4 U 1.66 2 0.00 1 0.00 1 L -10.41 1 0.00 1 0.00 1 5 U 1.66 2 0.00 1 0.00 1 L -10.41 1 0.00 1 0.00 1 28 1 U 1.56 2 0.00 1 0.00 1 L -9.30 1 0.00 1 0.00 1 2 U 1.55 2 0.00 1 0.00 1 L -9.30 1 0.00 1 0.00 1 3 U 1.55 2 0.00 1 0.00 1 L -9.31 1 0.00 1 0.00 1 4 U 1.54 2 0.00 1 0.00 1 L -9.31 1 0.00 1 0.00 1 5 U 1.53 2 0.00 1 0.00 1 L -9.32 1 0.00 1 0.00 1 29 1 U 1.60 2 0.00 1 0.00 1 L -6.50 1 0.00 1 0.00 1 RISA -2D (R) Version 4.01 D'Amato Conversano, Inc. 2821 Northup Way, Suite 200 Bellevue, WA 98029 Mustang /Fatigue Job : 99224 Page: 15 Date: 7/05/00 File: BOWSTRGP < Envelope Section Forces > Section Memb y Axial lc Shear lc Moment lc K K K -ft 2 U 1.60 2 0.00 1 0.00 1 L -6.51 1 0.00 1 0.00 1 3 U 1.59 2 0.00 1 0.00 1 L -6.52 1 0.00 1 0.00 1 U 1.58 2 0.00 1 0.00 1 L -6.52 1 0.00 1 0.00 1 U 1.58 2 0.00 1 0.00 1 L -6.53 1 0.00 1 0.00 1 1 U 1.50 2 0.00 1 0.00 1 L -4.08 1 0.00 1 0.00 1 U 1.49 2 0.00 1 0.00 1 L -4.08 1 0.00 1 0.00 1 U 1.49 2 0.00 1 0.00 1 L -4.09 1 0.00 1 0.00 1 U 1.48 2 0.00 1 0.00 1 L -4.10 1 0.00 1 0.00 1 U 1.47 2 0.00 1 0.00 1 L - 4.10 1 0.00 1 0.00 1 U 0.68 2 0.00 1 0.00 1 L -4.89 1 0.00 1 0.00 1 U 0.68 2 0.00 1 0.00 1 L -4.90 1 0.00 1 0.00 1 U 0.67 2 0.00 1 0.00 1 L -4.91 1 0.00 1 0.00 1 U 0.66 2 0.00 1 0.00 1 L -4.91 1 0.00 1 0.00 1 U 0.65 2 0.00 1 0.00 1 L -4.92 1 0.00 1 0.00 1 32 1 U 0.27 2 0.00 1 0.00 1 L -8.29 1 0.00 1 0.00 1 2 U 0.27 2 0.00 1 0.00 1 L -8.30 1 0.00 1 0.00 1 3 U 0.26 2 0.00 1 0.00 1 L -8.31 1 0.00 1 0.00 1 4 U 0.25 2 0.00 1 0.00 1 L -8.32 1 0.00 1 0.00 1 5 U 0.24 2 0.00 1 0.00 1 L -8.33 1 0.00 1 0.00 1 33 1 U 0.50 2 L -9.91 1 2 U 0.49 2 L -9.92 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 n n fl D'Amato Conversano, Inc. 2821 Northup Way, Suite 200 Bellevue, WA 98029 Mustang/Fatigue Section Memb 4 Axial lc K 37 1 2 3 3 U L 4 U L 5 U L 34 1 U L 2 U 3 U L 4 U L 5 U L 35 1 U L 2 U L 3 U L 4 U L 5 U L 36 1 U 0.87 L -13.51 2 U 0.86 L -13.52 3 U 0.85 L -13.53 4 U 0.84 L -13.54 5 U 0.83 L -13.55 U L U L U L 0.49 2 - 9.93 1 0.48 2 -9.94 1 0.47 2 - 9.95 1 0.59 - 11.41 0.58 - 11.41 0.57 - 11.42 0.57 - 11.43 0.56 - 11.44 0.83 - 12.28 0.82 - 12.29 0.81 - 12.30 0.80 - 12.31 0.79 - 12.32 RISA-2D (R) Version 4.01 < Envelope Section Forces > 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 6.72 1 2.13 2 6.71 1 2.12 2 6.70 1 2.11 2 Shear lc K 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 Job : 99224 Page: 16 Date: 7/05/00 File: BOWSTRGP Moment lc K- ft 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1 1 1 1 1 1 1 1 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 T-76, gi ul Z 0 • W '2 3 Mustang /Fatigue RISA -2D (R) Version 4.01 D'Amato Conversano, Inc. 2821 Northup Way, Suite 200 Bellevue, WA 98029 Section Memb 4 Axial lc K 4 U L 5 U L 41 1 2 3 4 U L U L U L U L 6.69 1 2.10 2 6.68 1 2.09 2 8.02 - 27.45 8.02 - 27.45 8.02 -27.45 8.02 - 27.45 8.02 -27.45 32.55 1 - 2.85 2 32.54 1 - 2.87 2 32.53 1 - 2.88 2 32.52 1 - 2.89 2 32.51 1 - 2.90 2 22.57 -3.29 22.56 -3.30 22.55 - 3.31 22.54 - 3.32 22.53 -3.33 12.02 - 2.46 12.01 -2.47 12.00 -2.48 11.99 - 2.49 Envelope Section Forces > 2 1 2 1 2 1 2 1 2 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 Shear lc K 0.00 1 0.00 1 0.00 1 0.00 1 0.03 0.03 0.01 0.01 0.00 0.00 -0.01 -0.01 -0.03 - 0.03 0.03 0.03 0.01 0.01 0.00 0.00 - 0.01 -0.01 - 0.03 - 0.03 0.03 0.03 0.01 0.01 0.00 0.00 -0.01 -0.01 - 0.03 - 0.03 0.03 0.03 0.01 0.01 0.00 0.00 -0.01 - 0.01 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Job : 99224 Page: 17 Date: 7/05/00 File: BOWSTRGP Moment lc K -ft 0.00 1 0.00 1 0.00 1 0.00 1 0.00 0.00 -0.02 -0.02 -0.03 - 0.03 -0.02 -0.02 0.00 0.00 0.00 0.00 - 0.03 - 0.03 - 0.05 - 0.05 -0.03 - 0.03 0.00 0.00 0.00 0.00 -0.03 -0.03 - 0.04 -0.04 -0.03 -0.03 0.00 0.00 0.00 0.00 - 0.03 -0.03 -0.04 -0.04 -0.03 -0.03 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 14 0 1,1 ! RISA-2D (R) Version 4.01 D'Amato Conversano, Inc. 2821 Northup Way, Suite 200 Bellevue, WA 98029 Mustang/Fatigue Section Memb 4 5 U L 42 1 U 2 U 3 U 4 U 5 U L 43 1 U 2 U 3 U L 4 U L 5 U L 44 1 U L 2 U L 3 U L 4 U L 5 U L 45 1 U 2 U L 3 U L 4 U L 5 U L Axial lc K 11.98 1 -2.50 2 3.91 - 2.16 3.90 - 2.17 3.89 -2.17 3.88 - 2.18 3.87 - 2.19 - 1.12 -3.04 -1.13 - 3.05 -1.14 - 3.06 -1.15 - 3.06 - 1.16 - 3.07 8.33 2.04 8.32 2.03 8.32 2.03 8.31 2.02 8.30 2.01 13.23 1.22 13.23 1.22 13.22 1.21 13.21 1.20 13.20 1.19 < Envelope Section Forces > 1 2 1 2 1 2 1 2 1 2 2 1 2 1 2 1 2 1 2 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 Shear lc K - 0.03 1 -0.03 1 0.03 0.03 0.01 0.01 0.00 0.00 -0.01 -0.01 - 0.03 - 0.03 0.03 0.03 0.01 0.01 0.00 0.00 -0.01 -0.01 - 0.03 -0.03 -0.03 - 0.03 - 0.01 -0.01 0.00 0.00 0.01 0.01 0.03 0.03 - 0.03 -0.03 - 0.01 - 0.01 0.00 0.00 0.01 0.01 0.03 0.03 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Job : 99224 Page: 18 Date: 7/05/00 File: BOWSTRGP Moment lc K ft 0.00 1 0.00 1 0.00 0.00 -0.03 - 0.03 -0.04 - 0.04 - 0.03 -0.03 0.00 0.00 0.00 0.00 -0.03 - 0.03 - 0.04 - 0.04 - 0.03 -0.03 0.00 0.00 0.00 0.00 0.03 0.03 0.04 0.04 0.03 0.03 0.00 0.00 0.00 0.00 0.03 0.03 0.04 0.04 0.03 0.03 0.00 0.00 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 D'Amato Conversano, Inc 2831 Northup Way, Suite 200 Bellevue, WA 98029 Section Memb 4 Axial lc 46 1 U � 2 U � 3U � 4 U 5D I^ 48 1 U 3 � I^ 3 U 4 U � 5D � 17.70 1.22 17.69 1.21 17.68 1.20 17.67 1.19 17.66 1.18 25.22 0.93 25.20 0.91 25.19 0.90 25.18 0.89 25.16 0.87 20.88 -0.67 20.87 -D.68 20.86 -0.70 20.84 - 0.71 20.83 - 0.73 RISA-2D (R) Version 4,01 < Envelope Section Forces > 1 2 1 2 1 2 1 2 1 2 47 1 U 21.52 l L 1.02 2 2 U 21.51 l I, 1.01 1.012 3 U 21.50 l L 0.99 2 4 U 21.49 l L 0.98 2 5 D 21.48 1 L 0.972 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 Shear lc � -D.03 - O.D3 -0.01 - 0.01 0.00 0.00 0.01 0.01 0.03 0.03 -D.03 -0.03 -0.01 - 0.01 0.00 0.00 0.01 0.01 0.03 0.03 -0.03 -O.O] -D.0l - 0.01 0.00 0.00 0.01 0.01 0.03 0.03 -0.02 -0.02 - 0.01 - 0.01 0.00 0.00 0.01 0.01 0.02 0.02 1 1 1 1 1 1 1 1 1 1 1 1 1 l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Job : 99224 Page: 19 Date: 7/05/00 File: BOWSTRGP Moment lc f{-ft 0.00 0.00 0.03 0.03 0.04 0.04 0.03 0.03 0.00 0.00 0.00 0.00 0.04 0.04 0.05 0.05 D 0.04 0.00 0.00 0.00 0.00 0.04 0.04 0.05 0.05 0.04 0.04 0.00 0.00 0.00 0.00 0.03 0.03 0.04 0.04 0.03 0.03 0.00 0.00 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 I 1 l lots Mustang/Fatigue RISA-2D (R) Version 4.01 D/Amato Conversano, Inc. 2821 Northup Way, Suite 300 Bellevue, WA 98039 Section Memb Axial lc Koi I 1 D 0.00 I I� 0.00 1 2 TJ -0.03 2 I^ -0.08 1 3 U -0.05 2 I� -0.15 1 4 D -0.07 2 -0.23 1 5 D -0.10 2 I� -0.31 1 2 1 l} 4.77 1 2.56 2 2 lJ 4.74 I 2,55 2 3 D 4.71 l I^` ' 2,53'2 4 4.67 1 2,52 2 5 ' lJ 4 . 64 I I' 2.50 2.502 3 1 D 4.47 l I� 2.41 2 2 D 4,44 I 2.40 2 3 rJ 4.41 4.411 I� 2,38 2 4 D 4.38 I I� 2.372 5 D 4.35 l I, 2,36 2 4 1 D 8.58 l I� 2.02 2 3 D 8.56 I l� 2.00 2 3 lJ 8,53 1 I, 1.99 2 4 D 8.51 1 I, 1.98 1.982 5 U 8.48 1 I� 1.97 2 5ID 11.37 1 1.55 2 Job : 99224 Page: 20 Date: 7/05/00 File: BOWSTRGP ~7~2o < Envelope Section Stresses > Shear lc Bending Top Io - Bot lc Ksi Ksi Ksi 0.00 1 0.00 1 - 0.13 2 -0.41 1 -0.26 2 - 0.82 1 -0.38 2 - 1.23 1 - 0.51 2 -1.65 1 1.73 1 0.61 3 1.52 1 0.51 3 1.32 1 0.41 3 1.11 1 0.32 3 0.91 1 0.22 3 0.44 1 0.04 2 0.22 1 - 0.07 2 0.04 3 -0.17 2 - 0.07 3 -0.28 2 -0.17 3 - 0.45 1 0.52 1 0.24 2 0.30 1 0.13 2 0.07 1 0.02 2 - 0.08 3 - 0.16 1 - 0.19 3 - 0.39 1 0.44 1 0.21 3 0.00 1 0.00 1 - 0.26 2 - 0.85 1 - 1.05 2 - 3.39 1 - 2.36 2 -7.62 1 - 4.20 2 -13.55 1 - 4.20 2 -13.55 1 -2.38 2 - 8.77 1 - 0.84 2 - 4.60 1 0.41 2 - 1.03 1 1.94 1 0.67 3 1.94 1 0.67 3 2.96 1 1.27 3 3.29 1 0.96 2 2.92 1 0.27 2 1.87 1 - 0.75 2 1.87 1 - 0.75 2 3.12 1 -0.20 2 3.67 1 0.02 2 3.53 1 - 0.08 2 2.71 1 - 0.50 2 2.71 1 - 0.50 2 O .0 1 O .0 1 0.8 1 O .3 2 3.4 1 1.1 2 7.6 1 2.4 2 13.5 1 4.2 2 13.5 1 4.2 2 8.8 1 2.4 2 4.6 1 0.8 2 1.0 1 - 0.4 2 - 0.7 3 - 1.9 1 - 0.7 3 - 1.9 1 -1.3 3 - 3.0 1 - 1.0 2 -3.3 1 -0.3 2 - 2.9 1 0.7 2 - 1.9 1 0.7 2 - 1.9 1 0.2 2 - 3.1 1 0.0 2 - 3.7 1 0.1 2 - 3.5 1 0.5 2 -2.7 1 0.5 2 - 2.7 1 RISA -2D (R) Version 4.01 D'Amato Conversano, Inc. 2821 Northup Way, Suite 200 Bellevue, WA 98029 Mustang /Fatigue Section Memb 4. Axial lc Ksi 2 U 3 U L 4 U L 5 U L 6 1 U L 2 U L 3 U L 4 U L 5 U L 7 1 U L 2 U L 3 U L 4 U L 5 U L 8 1 U L 2 U L 3 U L 4 U L 5 U L 9 1 U L 2 U L 11.35 1 1.54 2 11.33 1 1.53 2 11.31 1 1.52 2 11.29 1 1.51 2 12.80 1 1.21 2 12.78 1 1.20 2 12.77 1 1.19 2 12.76 1 1.19 .2 12.74 1 1.18 2 13.20 0.91 13.19 0.90 13.18 0.90 13.17 0.89 13.16 0.89 1 2 1 2 1 2 1 2 1 2 11.59 1 0.47 2 11.58 1 0.47 2 11.58 1 0.47 2 11.58 1 0.46 2 11.57 1 0.46 2 9.82 1 0.31 2 9.82 1 0.31 2 < Envelope Section Shear lc Bending Top lc Bending Bot lc Ksi Ksi Ksi 0.21 1 3.68 1 0.10 3 -0.05 2 -0.01 2 3.96 1 -0.02 1 0.09 2 - 0.12 2 3.55 1 -0.25 1 -0.10 2 - 0.23 2 2.45 1 -0.48 1 -0.62 2 0.45 0.21 0.22 0.10 0.00 - 0.02 - 0.11 - 0.25 -0.22 - 0.48 1 3 1 3 2 1 2 1 2 1 0.44 1 0.17 2 0.21 1 0.06 2 -0.02 3 - 0.05 2 -0.13 3 -0.26 1 -0.24 3 - 0.50 1 0.44 1 0.20 3 0.20 1 0.09 3 0.05 2 -0.04 1 - 0.06 2 - 0.27 1 -0.17 2 -0.51 1 0.44 1 0.20 3 0.20 1 0.09 3 Stresses > 2.45 1 - 0.62 2 3.44 1 - 0.12 2 3.74 1 0.05 2 3.35 1 - 0.10 2 2.27 1 - 0.57 2 2.27 1 - 0.57 2 3.21 1 - 0.23 2 3.47 1 - 0.22 2 3.04 1 -0.53 2 1.92 1 -1.16 2 1.92 - 1.16 2.85 -0.53 3.08 -0.23 2.63 - 0.25 1.49 -0.60 1 2 1 2 1 2 1 2 1 2 1.49 1 -0.60 2 2.42 1 -0.14 2 Job : 99224 Page: 21 Date: 7/05/00 File: BOWSTRGP 0.0 2 -3.7 1 -0.1 2 -4.0 1 0.1 2 -3.5 1 0.6 2 -2.5 1 0.6 2 - 2.5 1 0.1 2 -3.4 1 -0.1 2 - 3.7 1 0.1 2 -3.3 1 0.6 2 - 2.3 1 0.6 -2.3 0.2 - 3.2 0.2 -3.5 0.5 -3.0 1.2 - 1.9 1.2 2 - 1.9 1 0.5 2 - 2.8 1 0.2 2 - 3.1 1 0.3 2 -2.6 1 0.6 2 - 1.5 1 0.6 2 - 1.5 1 0.1 2 - 2.4 1 2 1 2 1 2 1 2 1 2 1 RISA -2D (R) Version 4.01 D'Amato Conversano, Inc. 2821 Northup Way, Suite 200 Bellevue, WA 98029 Mustang /Fatigue Section Memb 4 3 U L 4 U L 5 U L 10 1 U L 2 U L 3 U L 4 U 5 U L 11 1 U L 2 U L 3 U 4 U L 5 U L 12 1 U L 2 U L 3 U L 4 U L 5 U L 13 1 U L 2 U L 3 U L Axial lc Ksi 9.82 0.31 9.82 0.31 9.82 0.31 7.58 0.15 7.59 0.15 7.59 0.15 7.60 0.16 7.60 0.16 4.99 0.02 5.00 0.03 5.01 0.03 5.02 0.04 5.03 0.04 2.07 - 0.09 2.09 - 0.08 2.10 - 0.07 2.12 -0.07 2.14 - 0.06 0.04 1 0.00 2 0.06 1 0.01 2 0.08 1 0.02 2 < Envelope Section Stresses > 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 Shear lc Ksi - 0.01 2 - 0.04 1 -0.12 2 - 0.27 1 - 0.23 2 -0.51 1 0.43 1 0.20 3 0.20 1 0.09 3 0.00 2 -0.04 1 - 0.11 2 - 0.27 1 - 0.22 2 -0.51 1 0.41 0.20 0.18 0.09 - 0.01 -0.05 - 0.12 -0.29 -0.23 - 0.52 1 3 1 3 2 1 2 1 2 1 0.50 1 0.21 3 0.27 1 0.10 3 0.04 2 - 0.01 3 - 0.07 2 - 0.19 1 - 0.18 2 - 0.43 1 -0.04 2 - 0.50 1 - 0.13 2 -0.69 1 -0.22 2 - 0.87 1 Job : 99224 Page: 22 Date: 7/05/00 File: BOWSTRGP Bending Top lc Bending Bot lc Ksi Ksi 2.66 1 -0.01 2 2.21 1 - 0.20 2 1.07 1 - 0.71 2 1.07 -0.71 1.99 - 0.22 2.23 - 0.06 1.77 - 0.21 0.63 -0.69 0.63 -0.69 1.50 - 0.24 1.69 -0.10 1.18 - 0.29 0.10 - 0.81 0.10 - 0.81 1.13 - 0.21 1.59 0.07 1.36 0.02 0.44 -0.35 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 3 2 3 2 1 2 1 2 1 2 1 2 0.44 1 -0.35 2 - 0.27 3 -0.98 1 - 0.79 3 - 2.85 1 0.0 -2.7 0.2 - 2.2 0.7 - 1.1 2 1 2 1 2 1 0.7 2 - 1.1 1 0.2 2 - 2.0 1 0.1 2 - 2.2 1 0.2 2 - 1.8 1 0.7 2 -0.6 1 0.7 2 - 0.6 1 0.2 2 - 1.5 1 0.1 2 - 1.7 1 0.3 2 - 1.2 1 0.8 2 - 0.1 3 0.8 - 0.1 0.2 - 1.1 - 0.1 - 1.6 0.0 - 1.4 0.4 - 0.4 2 3 2 1 2 1 2 1 2 1 0.4 2 - 0.4 1 1.0 1 0.3 3 2.8 1 0.8 3 RISA -2D (R) Version 4.01 D'Amato Conversano, Inc. 2821 Northup Way, Suite 200 Bellevue, WA 98029 Mustang /Fatigue Section Memb y 4 U L 5 U L 14 1 U L 2 U L 3 U L 4 U L 5 U L 15 1 L 2 U L 3 U L 4 U L 5 U L 17 1 U L 2 U L 3 U L 4 U L -0.04 -0.14 -0.03 -0.10 - 0.02 - 0.07 - 0.01 - 0.03 0.00 0.00 Axial lc Ksi 0.10 1 0.03 2 0.11 1 0.04 2 2 1 2 1 2 1 2 1 1 1 1.66 2 - 8.58 1 1.66 2 - 8.58 1 1.65 2 - 8.58 1 1.65 2 -8.58 1 1.65 2 - 8.59 1 16 1 U 2.06 L -11.42 2 U 2.06 L -11.42 3 U 2.06 L -11.42 4 U 2.06 L -11.43 5 U 2.05 L -11.43 2.36 -12.84 2.36 -12.84 2.36 -12.84 2.35 -12.84 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 Shear lc Ksi - 0.30 2 -1.05 1 -0.39 2 - 1.24 1 1.35 0.42 1.01 0.31 0.68 0.21 0.34 0.10 0.00 0.00 0.30 0.03 0.29 0.02 0.28 0.01 0.27 - 0.01 0.26 - 0.02 0.03 0.00 0.02 - 0.01 0.00 - 0.02 - 0.01 -0.03 - 0.02 - 0.04 0.02 0.02 0.01 0.01 0.00 0.00 -0.01 -0.01 1 2 1 2 1 2 1 2 2 1 1 2 1 2 1 2 1 2 1 2 3 2 3 2 3 2 3 2 3 2 2 3 2 3 2 3 2 3 Bending Top Ksi - 1.51 - 5.15 - 2.44 - 7.90 -2.44 - 7.90 - 1.37 - 4.44 -0.61 - 1.98 - 0.15 - 0.49 0.00 0.00 0.00 0.00 0.91 0.07 1.78 0.10 2.62 0.10 3.43 0.06 3.43 0.06 3.49 0.05 3.52 0.00 3.51 -0.09 3.47 -0.21 3.47 1 - 0.21 2 3.51 1 - 0.16 2 3.52 1 - 0.14 2 3.50 1 - 0.16 2 Job : 99224 Page: 23 Date: 7/05/00 File: BOWSTRGP < Envelope Section Stresses > lc Bending Bot lc Ksi 3 5.2 1 1 1.5 3 2 7.9 1 1 2.4 2 2 1 2 1 2 1 2 1 2 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 7.9 2.4 4.4 1.4 2.0 0.6 0.5 0.2 0.0 0.0 0.0 1 0.0 1 -0.1 2 -0.9 1 -0.1 2 - 1.8 1 -0.1 2 -2.6 1 -0.1 2 -3.4 1 - 0.1 - 3.4 0.0 - 3.5 0.0 - 3.5 0.1 - 3.5 0.2 - 3.5 0.2 - 3.5 0.2 - 3.5 0.1 -3.5 0.2 -3.5 1 2 1 2 1 2 1 2 1 2 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 3. 2 1 Mustang /Fatigue 18 1 U L 2 U L 3 U L 4 U L 5 U L 19, 1 U L 2 U L 3 U L 4 U 5 U 20 1 U L 2 U L 3 U L 4 U L 5 U L 21 1 U L 2 U L 3 U L 4 U L 5 U L 2.62 - 13.23 2.62 -13.23 2.62 - 13.23 2.62 -13.23 2.62 - 13.23 2.75 - 12.71 2.75 - 12.71 2.75 - 12.71 2.75 -12.71 2.75 -12.71 3.03 -11.58 3.03 - 11.58 3.03 - 11.57 3.03 -11.57 3.03 -11.57 RISA -2D (R) Version 4.01 D'Amato Conversano, Inc. 2821 Northup Way, Suite 200 Bellevue, WA 98029 Section Memb 4 Axial lc Ksi 5 U 2.35 2 L -12.84 1 2 1 2 1 2 1 2 1 2 1 2.752 - 12.74 1 2.75 2 - 12.74 1 2.75 2 -12.74 1 2.75 2 -12.74 1 2.75 2 L -12.74 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 Envelope Section Stresses > Shear lc Ksi -0.02 2 - 0.03 3 0.02 0.00 0.01 - 0.01 0.00 -0.02 -0.01 - 0.03 - 0.02 - 0.04 0.01 - 0.03 0.00 -0.04 - 0.02 -0.05 - 0.03 - 0.06 -0.04 -0.07 0.01 -0.02 0.00 - 0.03 - 0.01 - 0.04 - 0.02 -0.05 - 0.03 -0.06 2 1 2 1 2 1 2 1 2 1 3 2 3 2 3 2 3 2 3 2 0.07 2 - 0.01 1 0.06 2 -0.02 1 0.05 2 - 0.03 1 0.04 2 -0.05 1 0.03 2 -0.06 1 2 1 2 1 2 1 2 1 2 1 Bending Top lc Bending Bot lc Ksi Ksi 3.44 1 0.2 2 - 0.21 2 -3.4 1 3.44 1 -0.21 2 3.43 1 - 0.16 2 3.39 1 - 0.14 2 3.31 1 - 0.15 2 3.20 1 - 0.20 2 3.20 - 0.20 3.16 -0.30 3.09 -0.42 2.99 - 0.58 2.85 - 0.77 2.85 - 0.77 2.80 -0.58 2.72 -0.43 2.60 - 0.30 2.46 - 0.21 Job : 99224 Page: 24 Date: 7/05/00 File: BOWSTRGP 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 2.46 1 - 0.21 2 2.39 1 -0.19 2 2.29 1 - 0.21 2 2.16 1 -0.25 2 1.99 1 -0.33 2 0.2 -3.4 0.2 - 3.4 0.1 - 3.4 0.2 -3.3 0.2 -3.2 0.2 - 3.2 0.3 -3.2 0.4 - 3.1 0.6 -3.0 0.8 - 2.9 0.2 -2.5 0.2 - 2.4 0.2 -2.3 0.3 -2.2 0.3 -2.0 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 0.8 2 -2.9 1 0.6 2 - 2.8 1 0.4 2 - 2.7 1 0.3 2 - 2.6 1 0.2 2 - 2.5 1 2 1 2 1 2 1 2 1 2 1 RISA -2D (R) Version 4.01 D'Amato Conversano, Inc. 2821 Northup Way, Suite 200 Bellevue, WA 98029 Mustang /Fatigue Section Memb Z Axial lc Ksi 22 1 U L 2 U L 3 U L 4 U L 5 U L 23 1 U L 2 U L 3,U L 4 U L 5 U L 24 1 U L 2 U L 3 U L 4 U L 5 U L 25 1 U L 2 U L 3 U L 4 U L 5 U L 3.20 - 9.87 3.20 - 9.87 3.20 -9.87 3.20 - 9.86 3.20 - 9.86 3.38 - 7.67 3.38 -7.67 3.38 -7.67 3.38 - 7.67 3.38 - 7.67 3.54 2 - 5.09 1 3.54 2 - 5.09 1 3.54 2 - 5.09 1 3.54 2 - 5.09 1 3.54 2 - 5.08 1 3.70 - 2.16 3.70 -2.16 3.70 - 2.16 3.70 - 2.16 3.70 - 2.16 2 1 2 1 2 1 2 1 2 1 < Envelope Section Stresses > 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 Shear lc Bending Top lc Bending Bot lc Ksi Ksi Ksi 0.02 -0.02 0.01 - 0.03 0.00 - 0.05 -0.01 - 0.06 - 0.02 - 0.07 0.02 -0.01 0.01 -0.02 0.00 -0.03 - 0.01 - 0.04 -0.02 -0.05 0.01 - 0.07 0.00 -0.08 -0.01 -0.09 -0.02 - 0.10 - 0.04 - 0.11 0.07 0.01 0.06 0.00 0.05 -0.01 0.04 - 0.02 0.03 -0.03 2 3 2 3 2 3 2 3 2 3 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 1.99 - 0.33 1.91 - 0.28 1.79 - 0.27 1.64 - 0.29 1.46 - 0.34 1.46 -0.34 1.42 - 0.28 1.35 -0.26 1.25 -0.27 1.12 -0.31 1.12 - 0.31 0.90 -0.30 0.65 - 0.32 0.36 - 0.38 0.07 - 0.47 Job : 99224 Page: 25 Date: 7/05/00 File: BOWSTRGP 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 3 2 0.07 3 - 0.47 2 0.09 3 - 0.32 2 0.08 3 - 0.19 2 0.05 3 -0.08 2 0.00 1 0.00 1 0.5 - 0.1 0.3 -0.1 0.2 -0.1 0.1 - 0.1 0.0 0.0 0.3 - 2.0 0.3 - 1.9 0.3 - 1.8 0.3 - 1.6 0.3 -1.5 0.3 2 - 1.5 1 0.3 2 -1.4 1 0.3 2 -1.4 1 0.3 2 - 1.3 1 0.3 2 -1.1 1 0.3 2 - 1.1 1 0.3 2 - 0.9 1 0.3 2 - 0.6 1 0.4 2 -0.4 1 0.5 2 - 0.1 3 2 3 2 3 2 3 2 3 1 1 2 1 2 1 2 1 2 1 2 1 RISA-2D (R) Version 4.01 D'Amato Conversano, Inc. 3821 Northup Way, Suite 200 -" �^ Bellevue, WA 98029 Mustang/Fatigue Section Memb Axial lc Koi 26 1 U -0.26 3 I' -0.85 1 2 U -0.26 3 I� -0.85 1 3 U -0.26 3 -0.85 1 4 D -0,27 3 L -0.85 1 S D -0.27 3 -0.85 1 37 1 D 0.48 'I� -2.95 2 U 0.48 -2.95 ]D 0.47 ' t` -2~95 4 D 0.47 -2.96 5D 0.47 I� -2.96 2 1 2 1 2 1 2 1 2 1 0.44 2 - 2.64 1 0.44 2 - 2.64 1 0.44 2 - 2.64 1 0.44 2 - 2.65 1 0.44 2 - 2.65 1 0.45 - 1.85 0.45 - 1.85 0.45 -1.85 0.45 - 1.85 0.45 - 1.85 2 1 2 1 2 1 2 1 2 1 30 1 U 0.43 2 I� -1.16 1 < Envelope Section Stresses > Shear lc Bending Top lc Bending Bot lo Ksi I{oi }{oi 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0,00 1 0.00 1 0.00 1 0,00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1 1 1 1 1 1 1 1 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 1 1 1 1 1 1 1 1 1 1 0.00 1 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Job : 99224 Page: 26 Date: 7/05/00 File: BOWSTRGP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 l 1 1 1 1 1 1 1 1 1 1 1 1 0.00 1 0.00 1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 ,[y 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ����' / ��. 0.0 1 0.0 1 0.0 1 0.0 1 0.0 1 0.0 1 0.0 1 0.0 1 0.0 1 0.0 1 1 1 1 1 1 1 1 1 1 1 0.0 1 0.0 1 1 1 l ' 1 1 1 1 1 1 1 1 l. 1 1 1 1 1 1 1 1 RISA -2D (R) Version 4.01 D'Amato Conversano, Inc. 2821 Northup Way, Suite 200 Bellevue, WA 98029 Mustang /Fatigue Section Memb 4 Axial lc Ksi 2 U 0.42 2 L -1.16 1 3 U 0.42 2 L -1.16 1 4 U 0.42 2 L -1.16 1 5 U 0.42 2 L -1.17 1 33 1 U L 2 U L 3 U L 4 U L 5 U L 34 1 U L 2 U L 0.19 -1.39 0.19 - 1.39 0.19 - 1.39 0.19 -1.40 0.19 -1.40 0.08 -2.36 0.08 - 2.36 0.07 - 2.36 0.07 - 2.36 0.07 - 2.37 0.14 -2.82 0.14 - 2.82 0.14 -2.82 0.14 -2.82 0.13 -2.83 < Envelope Section Stresses > 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 0.17 2 - 3.24 1 0.17 2 - 3.24 1 Shear lc Bending Top lc Bending Bot lc Ksi Ksi Ksi 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Job : 99224 Page: 27 Date: 7/05/00 File: BOWSTRGP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0.00 1 0.00 1 0.00 1 0.00 1 0.0 1 0.0 1 0.0 1 0.0 1 0.0 1 0.0 1 0.0 1 0.0 1 0.0 1 0.0 .1 0.0 1 0.0 1 0.0 1 0.0 1 0.0 1 0.0 1 0.0 1 0.0 1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0.0 1 0.0 1 0.0 1 0.0 1 RISA -2D (R) Version 4.01 D'Amato Conversano, Inc. 2821 Northup Way, Suite 200 Bellevue, WA 98029 Mustang /Fatigue Section Memb y 3 U L 4 U L 5 U L 35 1 U L 2 U L 3'U L 4 U 5 U L 36 1 U L 2 U L 3 U L 4 U L 5 U L 37 1 U L.. 2 U L 3 U L 4 U L 5 U L 38 1 U L 2 U L 3 U L Axial lc Ksi 0.16 2 -3.25 1 0.16 2 - 3.25 1 0.16 2 - 3.25 1 0.24 - 3.49 0.23 - 3.49 0.23 -3.49 0.23 -3.50 0.23 - 3.50 0.25 - 3.84 0.24 - 3.84 0.24 -3.84 0.24 - 3.85 0.24 - 3.85 1.91 0.60 1.91 0.60 1.90 0.60 1.90 0.60 1.90 0.59 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 1 2 1 2 1 2 1 2 1 2 2.28 2 -7.80 1 2.28 2 - 7.80 1 2.28 2 - 7.80 1 < Envelope Section Stresses > Shear Ksi 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 lc Bending Top lc Bending Bot lc Ksi Ksi 1 0.00 1 0.0 1 1 0.00 1 0.0 1 1 0.00 1 0.0 1 3. 0.00 1 0.0 1 1 0.00 1 0.0 1 1 0.00 1 0.0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0.02 1 0.02 1 0.01 1 0.01 1 0.00 1 0.00 1 0.00 0.00 0.•00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Job : 99224 Page: 28 Date: 7/05/00 File: BOWSTRGP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0.00 1 0.00 1 0.06 1 0.06 1 0.08 1 0.08 1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0.0 1 0.0 1 - 0.1 1 - 0.1 1 - 0.1 1 - 0.1 1 RISA-2D (R) Version 4.01 D'Amato Conversano, Inc. 2821 Northup Way, Suite 200 Bellevue, WA 98029 Mustang/Fatigue Memb 4 Section 4U L 5U 39 1 U 2U L 3U 4U L 5U L 40 1 U L 2U 3U L 4U L 5U L 41 1 U L 2U L 3U L 4U L 5 U L 42 1U L 2U 3U L 4U L Axial Ksi 2.28 2 - 7.80 1 2.28 2 -7.80 1 9.25 - 0.81 9.24 -0.81 9.24 -0.82 9.24 - 0.82 9.23 -0.82 6.41 -0.93 6.41 - 0.94 6.41 - 0.94 6.40 - 0.94 6.40 - 0.94 3.41 -0.70 3.41 - 0.70 3.41 -0.70 3.41 - 0.71 3.40 - 0.71 1.11 - 0.61 1.11 -0.62 1.10 - 0.62 1.10 - 0.62 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 Envelope Section Stresses lc 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 4 1111111111•11■11•111======sri m------- Shear Ksi - 0.01 1 - 0.01 1 -0.02 1 -0.02 1 0.02 1 0.02 1 0.01 1 0.01 1 0.00 1 0.00 1 - 0.01 1 - 0.01 1 -0.02 1 - 0.02 1 0.02 0.02 0.01 0.01 0.00 0.00 - 0.01 -0.01 - 0.02 - 0.02 0.02 0.02 0.01 0.01 0.00 0.00 -0.01 - 0.01 - 0.02 - 0.02 0.02 0.02 0.01 0.01 0.00 0.00 - 0.01 - 0.01 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 lc > Bending Top lc Ksi 0.06 1 0.06 1 0.00 1 0.00 1 0.00 0.00 0.09 0.09 0.12 0.12 0.09 0.09 0.00 0.00 0.00 0.00 0.09 0.09 0.12 0.12 0.09 0.09 0.00 0.00 0.00 0.00 0.09 0.09 0.11 0.11 0.09 0.09 0.00 0.00 0.00 0.00 0.08 0.08 0.11 0.11 0.08 0.08 Job : 99224 Page: 29 Date: 7/05/00 File: BOWSTRGP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Bending Bot lc Ksi - 0.1 1 - 0.1 1 0.0 1 0.0 1 0.0 0.0 - 0.1 -0.1 - 0.1 - 0.1 - 0.1 - 0.1 0.0 0.0 0.0 0.0 - 0.1 - 0.1 - 0.1 -0.1 - 0.1 - 0.1 0.0 0.0 0.0 0.0 - 0.1 - 0.1 -0.1 - 0.1 - 0.1 - 0.1 T-21 1 1 1 1 1 1 1 1 1 1 0.0 1 0.0 1 -0.1 1 - 0.1 1 -0.1 1 -0.1 1 -0.1 1 - 0.1 1 0.0 1 0.0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 RISA -2D (R) Version 4.01 D'Amato Conversano, Inc. 2821 Northup Way, Suite 200 Bellevue, WA 98029 Mustang /Fatigue Section Memb y Axial lc 5 U L 43 1 U L 2 U L 3 U L 4 U L 5 U L 44 '1 U L 2 U L 3 U L 4 U L 5 U L 45 1 U L 2 -U L 3 U L 4 U L 5 U L 46 1 U L 2 U L 3 U L 4 U L 5 U L Ksi 1.10 1 - 0.62 2 -0.32 -0.86 - 0.32 -0.87 - 0.32 -0.87 - 0.33 - 0.87 -0.33 - 0.87 2.37 0.58 2.36 0.58 2.36 0.58 2.36 0.57 2.36 0.57 3.76 0.35 3.76 0.35 3.76 0.34 3.75 0.34 3.75 0.34 5.03 0.35 5.03 0.34 5.02 0.34 5.02 0.34 5.02 0.34 < Envelope Section Stresses > 2 1 2 1 2 1 2 1 2 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 Shear lc Ksi - 0.02 1 - 0.02 1 0.02 0.02 0.01 0.01 0.00 0.00 -0.01 - 0.01 - 0.02 -0.02 - 0.02 -0.02 -0.01 -0.01 0.00 0.00 0.01 0.01 0.02 0.02 - 0.02 - 0.02 - 0.01 -0.01 0.00 0.00 0.01 0.01 0.02 0.02 - 0.02 - 0.02 -0.01 - 0.01 0.00 0.00 0.01 0.01 0.02 0.02 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3. 1 Bending Top lc Bending Bot lc Ksi Ksi 0.00 1 0.0 1 0.00 1 0.0 1 0.00 0.00 0.08 0.08 0.11 0.11 0.08 0.08 0.00 0.00 0.00 0.00 - 0.08 - 0.08 -0.11 -0.11 - 0.08 - 0.08 0.00 0.00 0.00 0.00 -0.08 -0.08 - 0.11 - 0.11 - 0.08 - 0.08 0.00 0.00 0.00 0.00 -0.09 - 0.09 - 0.12 -0.12 - 0.09 - 0.09 0.00 0.00 Job : 99224 Page: 30 Date: 7/05/00 File: BOWSTRGP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3. 1 1 1 1 1 1 1 1 1 1 0.0 0.0 - 0.1 - 0.1 -0.1 -0.1 - 0.1 - 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 RISA -2D (R) Version 4.01 D'Amato Conversano, Inc. 2821 Northup Way, Suite 200 Bellevue, WA 98029 Mustang /Fatigue Section Memb 47 1 U L 2 U 3 U L 4 U L 5 U L 48 1 U L 2 U L 3 U L 4 U L 5 U L 49 1 U L 2 U L 3 U L 4 U L 5 U L Axial lc Shear Ksi Ksi 6.11 1 0.29 2 6.11 1 0.29 2 6.11 1 0.28 2 6.10 1 0.28 2 6.10 1 0.28 2 7.16 1 0.26 2 7.16 1 0.26 2 7.16 1 0.26 2 7.15 1 0.25 2 7.15 1 0.25 2 5.93 1 - 0.19 2 5.93 1 - 0.19 2 5.92 1 -0.20 2 5.92 1 -0.20 2 5.92 1 - 0.21 2 Section Memb y x is in 1 1 U 0.00 2 L 0.00 1 2 U 0.00 2 L 0.00 1 3 U 0.00 2 L 0.00 1 < Envelope Section Stresses > - 0.02 1 -0.02 1 - 0.01 1 - 0.01 1 0.00 1 0.00 1 0.01 1 0.01 1 0.02 1 0.02 1 - 0.02 1 -0.02 1 - 0.01 1 - 0.01 1 0.00 1 0.00 1 0.01 1 0.01 1 0.02 1 0.02 1 - 0.02 1 -0.02 1 - 0.01 1 - 0.01 1 0.00 1 0.00 1 0.01 1 0.01 1 0.02 1 0.02 1 < Envelope Section Deflections > y lc in 0.26 3 -0.17 2 0.22 1 -0.12 2 0.17 1 -0.07 2 n Job : 99224 Page: 31 Date: 7/05/00 File: BOWSTRGP 0.00 1 0.00 1 -0.09 1 - 0.09 1 - 0.12 1 - 0.12 1 - 0.09 1 -0.09 1 0.00 1 0.00 1 0.00 1 0.00 1 - 0.10 1 -0.10 1 - 0.13 1 - 0.13 1 - 0.10 1 -0.10 1 0.00 1 0.00 1 0.00 1 0.00 1 - 0.07 1 -0.07 1 - 0.09 1 -0.09 1 -0.07 1 -0.07 1 0.00 1 0.00 1 Lin lc NC 3 497.32 2 3696.97 1 702.18 2 2079.55 1 1168.03 2 - r-s 1 lc Bending Top lc Bending Bot lc Ksi Ksi 0.0 1 0.0 1 0.1 1 0.1 1 0.1 1 0.1 1 0.1 1 0.1 1 0.0 1 0.0 1 0.0 1 0.0 1 0.1 1 0.1 1 0.1 1 0.1 1 0.1 1 0.1 1 0.0 1 0.0 1 0.0 1 0.0 1 0.1 1 0.1 1 0.1 1 0.1 1 0.1 1 0.1 1 0.0 1 0.0 1 ! "1 RISA -2D (R) Version 4.01 D'Amato Conversano, Inc. 2821 Northup Way, Suite 200 Bellevue, WA 98029 Mustang /Fatigue Section Memb 4. 4 U L 5 U L x in 0.00 2 0.00 1 0.00 1 0.00 1 lc 0.11 1 -0.03 2 0.00 1 0.00 1 Job : 99224 Page: 32 Date: 7/05/00 File: BOWSTRGP < Envelope Section Deflections > y lc L/n lc in 2098.28 1 2818.61 2 NC 1 NC 1 T -32 2 1 U 0.00 1 0.00 1 NC 1 L 0.00 1 0.00 1 NC 1 2 U 0.00 2 0.01 2 NC, 2 7, L 0.00 1 -0.11 1 527.57 1 U 0.00 2 0.01 2 NC 2 L 0.00 1 -0.25 1 239.53 1 U 0.00 2 0.01 2 NC 2 L -0.01 1 -0.40 1 150.23 1 CI 5 U -0.01 2 0.01 2 NC 2 L -0.01 1 -0.56 1 108.87 1 U 0.02 1 0.01 2 NC 2 L -0.01 2 -0.56 1 NC 1 U 0.02 1 0.02 2 NC 2 L -0.01 2 -0.71 1 4865.12 1 U 0.02 1 0.03 2 3960.04 2 L -0.01 2 -0.86 1 3587.31 1 U 0.01 1 0.04 2 2215.87 2 L -0.01 2 -0.99 1 4884.50 1 U 0.01 1 0.06 2 1512.52 2 L -0.01 2 -1.12 1 NC 1 U 0.08 1 0.06 2 NC 2 L -0.01 2 -1.12 1 NC 1 U 0.07 1 0.07 2 NC 2 L -0.02 2 -1.24 1 4492.22 1 3 U 0.07 1 0.08 2 NC 2 L -0.02 2 -1.35 1 3244.63 1 4 U 0.06 1 0.09 2 NC 2 L -0.02 2 -1.45 1 4311.07 1 5 U 0.06 1 0.10 2 NC 2 L -0.02 2 -1.54 1 NC 1 5 1 U 0.15 1 0.10 2 NC 2 L -0.02 2 -1.53 1 NC 1 2 U 0.14 1 0.11 2 NC 2 L -0.03 2 -1.61 1 4091.20 1 3 U 0.13 1 0.12 2 NC 2 L -0.03 2 -1.68 1 3038.67 1 4 U 0.13 1 0.13 2 NC 2 L -0.03 2 -1.75 1 4138.97 1 RISA -2D (R) Version 4.01 D'Amato Conversano, Inc. 2821 Northup Way, Suite 200 Bellevue, WA 98029 Mustang /Fatigue Section Memb 4 x lc in 5 U 0.12 1 L -0.03 2 6 1 2 3 7 1 U L U U L U L U L U L U L U L U L U L 8 1 U L 2 L U 3 U L 4 U 5 U L 9 1 U L 2 U L 3 U L 4 U L 5 U L 0.22 - 0.04 0.22 - 0.04 0.21 -0.04 0.20 - 0.04 0.20 - 0.04 0.30 -0.05 0.30 - 0.05 0.29 - 0.05 0.28 -0.05 0.28 -0.05 0.38 -0.06 0.37 - 0.06 0.37 -0.06 0.36 - 0.06 0.36 -0.06 0.45 - 0.07 0.45 -0.07 0.44 -0.07 0.44 - 0.07 0.43 - 0.07 < Envelope Section Deflections > 3. 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 y lc in 0.14 2 -1.80 1 0.13 -1.79 0.14 - 1.83 0.15 - 1.86 0.16 - 1.89 0.16 - 1.90 0.16 - 1.89 0.17 -1.90 0.17 - 1.90 0.18 -1.89 0.18 -1.87 0.18 - 1.85 0.18 -1.83 0.18 -1.80 0.18 -1.76 0.18 -1.72 0.17 -1.70 0.17 - 1.65 0.17 -1.59 0.16 -1.53 0.16 - 1.46 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 Job : 99224 Page: 33 Date: 7/05/00 File: BOWSTRGP Lin lc NC NC NC 5452.01 NC 4058.17 NC 5593.39 NC NC NC NC NC 6429.27 NC 4778.19 NC 6623.86 NC NC NC 2 NC 1 NC 2 NC 1 NC 2 4405.96 1 NC 2 3264.83 1 NC 2 4445.29 1 NC 2 NC 1 NC NC NC 4786.80 NC 3558.28 NC 4873.74 NC NC 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 -r -33 RISA -2D (R) Version 4.01 D'Amato Conversano, Inc. 2821 Northup Way, Suite 200 Bellevue, WA 98029 Mustang /Fatigue Section Memb 4 x lc in 0.51 -0.08 0.51 -0.08 0.50 -0.08 0.50 -0.08 0.49 -0.08 0.56 - 0.09 0.55 - 0.09 0.55 -0.09 0.55 -0.09 0.55 - 0.09 1 2 1 2 1 2 1 2 1 2 0.58 1 -0.09 2 0.58 1 - 0.09 2 0.58 1 - 0.09 2 0.58 1 - 0.09 2 0.58 1 -0.09 2 13 1 U 0.59 1 L -0.09 2 2 U 0.59 1 L -0.09 2 3 U 0.59 1 L -0.09 2 4 U 0.59 1 L -0.09 2 5 U 0.59 1 L -0.09 2 < Envelope Section Deflections > 1 2 1 2 1 2 1 2 1 2 y in 0.15 2 - 1.44 1 0.15 2 - 1.37 1 0.14 2 - 1.29 1 0.14 2 - 1.21 1 0.132 -1.12 1 0.12 2 - 1.09 1 0.12 2 -1.00 1 0.11 2 -0.91 1 0.10 2 - 0.81 1 0.09 2 - 0.71 1 lc 0.08 2 -0.68 1. 0.07 2 -0.58 1 0.06 2 -0.47 1 0.05 2 - 0.36 1 0.03 2 - 0.25 1 0.03 - 0.21 0.02 - 0.12 0.01 - 0.02 0.06 -0.01 0.14 -0.02 2 1 2 1 2 1 1 2 1 2 Job : 99224 Page: 34 Date: 7/05/00 File: BOWSTRGP L/n lc NC NC NC 7817.51 NC 5802.29 NC 8118.97 NC NC NC NC NC NC NC 7913.17 NC NC NC NC 2 1 2 1 2 1 2 1 2 1 NC 2 NC 1 NC 2 NC 1 NC 2 8394.79 1 NC 2 NC 1 NC 2 NC 1 NC 2 141.30 1 NC 2 192.92 1 NC 2 300.65 1 636.53 1 NC 2 NC 1 NC 2 2 1 2 1 2 1 2 1 2 1 7-'34 RISA -2D (R) Version 4.01 D'Amato Conversano, Inc. 2821 Northup Way, Suite 200 Bellevue, WA 98029 Mustang /Fatigue Memb y Section < Envelope Section Deflections > x lc y lc L/n lc in in 14 1 U 0.59 1 0.16 1 NC 1 L - 0.092 -0.03 2 NC 2 U 0.59 1 0.23 1 5062.34 1 L -0.09 2 -0.05 2 2406.10 2 U 0.59 1 0.30 1 5017.13 1 L -0.09 2 -0.08 2 1121.52 2 U 0.59 1 0.36 1 8919.39 1 L -0.09 2 -0.11 2 716.77 2 U 0.59 1 0.42 1 NC 1 L -0.09 2 -0.14 2 524.57 2 15 1 U 0.00 2 0.01 2 NC 2 L -0.13 1 -0.50 1 NC 1 2 U 0.00 2 0.02 2 6246.78 2 L -0.12 1 -0.65 1 9920.58 1 U 0.00 2 0.03 2 3095.17 2 L -0.12 1 -0.80 1 6228.45 1 U 0.00 2 0.04 2 2038.75 2 L -0.12 1 -0.94 1. 7161.24 1 U 0.00 2 0.05 2 1510.00 2 L -0.11 1 -1.07 1 NC 1 16 1 U -0.01 2 0.05 2 NC 2 L -0.05 1 -1.08 1 NC 1 U -0.01 2 0.06 2 NC 2 L -0.04 1 -1.20 1 4279.05 1 U -0.01 2 0.08 2 NC 2 L -0.04 1 -1.31 1 3203.65 1 U -0.01 2 0.09 2 NC 2 L -0.03 1 -1.42 1 4270.83 1 U -0.01 2 0.10 2 NC 2 L -0.02 1 -1.51 1 NC 1 17 1 U 0.07 1 0.10 2 NC 2 L -0.02 2 -1.51 1 NC 1 2 U 0.08 1 0.11 2 NC 2 L -0.02 2 -1.59 1 4325.78 1 3 U 0.08 1 0.12 2 NC 2 L -0.02 2 -1.66 1 3243.86 1 4 U 0.09 1 0.12 2 NC 2 L -0.02 2 -1.73 1 4331.37 1 5 U 0.10 1 0.13 2 NC 2 L -0.02 2 -1.78 1 NC 1 18 1 U 0.20 1 0.13 2 L -0.03 2 -1.77 1 Job : 99224 Page: 35 Date: 7/05/00 File: BOWSTRGP NC 2 NC 1 7-3C RISA -2D (R) Version 4.01 D'Amato Conversano, Inc. 2821 Northup Way, Suite 200 Bellevue, WA 98029 Mustang /Fatigue Section Memb y x lc in 2 U L 3 U L 4 U L 5 U L 0.21 - 0.03 0.21 - 0.03 0.22 - 0.03 0.23 - 0.04 0.34 1 -0.05 2 0.35 1 -0.05 2 0.35 1 -0.05 2 0.36 1 -0.052 0.37 1 -0.05 2 0.47 - 0.06 0.48 - 0.06 0.49 -0.06 0.49 -0.07 0.50 - 0.07 0.60 -0.08 0.60 - 0.08 0.61 - 0.08 0.62 -0.08 0.62 - 0.08 < Envelope Section Deflections > 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 Y in 0.14 - 1.82 0.15 - 1.85 0.16 - 1.88 0.16 - 1.89 0.16 2 - 1.88 1 0.17 2 -1.89 1 0.17 2 - 1.89 1 0.18 2 - 1.88 1 0.18 2 -1.87 1 0.18 -1.84 0.18 - 1.82 0.18 - 1.79 0.18 - 1.75 0.17 - 1.71 0.17 -1.68 0.17 -1.63 0.16 - 1.57 0.16 -1.51 0.16 -1.44 lc 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 Job : 99224 Page: 36 Date: 7/05/00 File: BOWSTRGP Lin lc NC 2 4517.79 1 NC 2 3405.85 1 NC 2 4572.25 1 NC 2 NC 1 NC 2 NC 1 NC 2 4964.27 1 NC 2 3754.59 1 NC 2 5057.81 1 NC 2 NC 1 NC 2 NC 1 NC 2 5643.87 1 NC 2 4280.39 1 NC 2 5783.74 1 NC 2 NC 1 NC NC NC 6677.70 NC 5087.58 NC 6909.34 NC NC 7-36 L U L U L U L U L 1 2 1 2 1 2 1 2 1 2 0.70 1 - 0.09 2 0.71 1 - 0.09 2 2 1 2 1 2 1 2 1 2 1 0.15 2 - 1.41 1 0.15 2 - 1.33 1 2 1 2 1 2 1 2 1 2 1 NC 2 NC 1 NC 2 8456.15 1 RISA -2D (R) Version 4.01 D'Amato Conversano, Inc. 2821 Northup Way, Suite 200 Bellevue, WA 98029 Mustang /Fatigue Section Memb 4 x lc in 3 U 0.71 1 L -0.10 2 4 U 0.72 1 L -0.10 2 5 U 0.73 1 L -0.10 2 23 1 U L 2 U L 3 U L U L U L 24 1 U L 2 U L 3 U L 4 U L 5 U L 25 1 U 0.86 1 L -0.13 2 2 U 0.86 1 L -0.13 2 3 U 0.86 1 L -0.13 2 4 U 0.86 1 L -0.13 2 5 U 0.86 1 L -0.13 2 26 1 2 3 0.79 - 0.11 0.79 -0.11 0.80 -0.11 0.80 - 0.11 0.80 -0.11 0.84 - 0.12 0.84 - 0.12 0.85 - 0.12 0.85 - 0.12 0.85 -0.13 U 0.01 2 L -0.52 1 U 0.01 2 L -0.52 1 U 0.01 2 -0.52 1 < Envelope Section Deflections > 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 y lc in 0.14 2 -1.25 1 0.13 2 - 1.17 1 0.12 2 -1.09 1 0.12 2 -1.04 1 0.11 2 - 0.95 1 0.10 2 - 0.85 1 0.09 2 -0.76 1 0.08 2 - 0.65 1 0.07 - 0.60 0.06 - 0.50 0.05 - 0.39 0.04 -0.28 0.02 -0.17 0.01 - 0.11 0.00 - 0.02 0.07 - 0.01 0.16 - 0.03 0.25 - 0.04 2 1 2 1 2 1 2 1 2 1 2 1 2 1 1 2 1 2 1 2 0.00 2 -0.03 1 0.01 2 - 0.08 1 0.01 2 - 0.12 1 Job : 99224 Page: 37 Date: 7/05/00 File: BOWSTRGP L/n lc NC 2 6491.28 1 NC 2 8891.63 1 NC 2 NC 1 NC 2 NC 1 NC 2 NC 1 NC 2 8536.20 1 NC 2 NC 1 NC 2 NC 1 NC NC NC NC NC NC NC NC NC NC 2 1 2 1 2 1 2 1 2 1 NC 2 NC 1 3983.23 2 550.93 1 275.30 1 1947.00 2 183.42 1 1277.01 2 137.50 1 947.29 2 NC 2 NC 1 NC 2 NC 1 7565.00 2 NC 1 is RISA -2D (R) Version 4.01 D'Amato Conversano, Inc. 2821 Northup Way, Suite 200 Bellevue, WA 98029 Mustang /Fatigue Job : 99224 Page: 38 Date: 7/05/00 File: BOWSTRGP < Envelope Section Deflections > Section Memb 4 x lc y lc L/n lc in in 4 U 0.01 2 0.01 2 5043.32 2 L -0.52 1 -0.16 1 NC 1 5 U 0.01 2 0.01 2 3782.48 2 L -0.52 1 -0.20 1 NC 1 27 1 U 0.05 2 0.02 2 NC 2 L -1.06 1 -0.22 1 NC 1 U 0.05 2 0.02 2 NC 2 L -1.06 1 -0.26 1 590.99 1 U 0.05 2 0.02 2 NC 2 L -1.06 1 -0.30 1 295.50 1 U 0.05 2 0.03 2 NC 2 L -1.05 1 -0.34 1 197.00 1 U 0.05 2 0.03 2 NC 2 L -1.05 1 -0.38 1 147.75 1 28 1 U 0.09 2 0.04 2 NC 2 L -1.47 1 -0.36 1 NC 1 U 0.09 2 0.04 2 NC 2 L -1.47 1 -0.39 1 NC 1 U 0.09 2 0.04 2 NC 2 L -1.47 1 -0.42 1 NC 1 U 0.09 2 0.04 2 NC 2 L -1.46 1 -0.45 1 NC 1 U 0.09 2 0.05 2 NC 2 L -1.46 1 -0.48 1 NC 1 29 1 U 0.13 2 0.05 2 NC 2 L -1.73 1 -0.43 1 NC 1 2 U 0.13 2 0.05 2 NC 2 L -1.73 1 -0.45 1 1386.99 1 3 U 0.13 2 0.05 2 NC 2 L -1.73 1 -0.47 1 693.49 1 4 U 0.13 2 0.05 2 NC 2 L -1.73 1 -0.49 1 462.33 1 5 U 0.13 2 0.06 2 NC 2 L -1.73 1 -0.51 1 346.75 1 30 1 U L 2 U L 3 U L 4 U L 0.16 2 - 1.85 1 0.16 2 - 1.85 1 0.16 2 -1.85 1 0.16 2 - 1.85 1 0.06 2 - 0.48 1 0.06 2 -0.48 1 0.06 2 - 0.49 1 0.06 2 - 0.50 1 NC 2 NC 1 NC 2 NC 1 NC 2 NC 1 NC 2 NC 1 RISA -2D (R) Version 4.01 D'Amato Conversano, Inc. 2821 Northup Way, Suite 200 Bellevue, WA 98029 Mustang /Fatigue Section Memb 4 5 U L 31 1 U L 2 U L 3 U L 4 U L U L 1 U L U L U L. U L U L 331 U L 2 U L 3 U L 4 U L 5 U L 34 1 U L 2 U L 3 U L 4 U L 5 U L x in 0.16 2 -1.85 1 0.18 - 1.83 0.18 -1.83 0.18 - 1.83 0.18 - 1.83 0.18 - 1.83 0.17 2 - 1.70 1 0.17 2 - 1.70 1 0.17 2 - 1.70 1 0.17 2 -1.70 1 0.17 2 - 1.70 1 0.16 2 - 1.47 1 0.16 2 - 1.47 1 0.16 .2 - 1.47 1 0.16 2 - 1.47 1 0.16 2 - 1.47 1 0.13 - 1.15 0.13 -1.15 0.13 - 1.15 0.13 -1.15 0.13 - 1.15 Job : 99224 Page: 39 Date: 7/05/00 File: BOWSTRGP < Envelope Section Deflections > lc 2 1 2 1 2 1 2 1 2 1 y lc in 0.06 2 - 0.50 1 0.06 - 0.50 0.07 - 0.50 0.07 -0.49 0.07 - 0.48 0.07 - 0.47 2 1 2 1 2 1 2 1 2 1 0.07 2 -0.53 1 0.07 2 -0.51 1 0.07 2 -0.48 1 0.07 2 -0.46 1 0.07 2 -0.44 1 0.08 2 -0.56 1 0.08 2 - 0.53 1 0.07 2 - 0.49 1 0.07 2 - 0.46 1 0.07 2 - 0.42 1 Lin lc NC 2 NC 1 NC 2 NC i NC 2 NC 1 NC 2 NC i NC 2 NC 1 NC 2 NC 1 NC 2 NC 1 NC 2 NC 1 NC 2 NC 1 NC 2 NC 1 NC 2 NC 1 4135.29 2 240.96 1 5513.73 2 321.28 1 8270.59 2 481.91 1 NC 2 963.83 1 NC 2 NC 1 2 1 2 1 2 1 2 1 2 1 0.09 2 -0.61 1 0.08 2 -0.57 1 0.08 2 - 0.52 1 0.08 2 - 0.47 1 0.07 2 - 0.43 1 NC 190.92 NC 254.56 NC 381.83 NC 763.67 NC NC 2 1 2 1 2 1 2 1 2 1 D'Amato Conversano, Inc 2821 Northup Way, Suite 200 Bellevue, WA 98029 Mustang /Fatigue Section Memb y x in 35 1 U L 2 U 3 U L U L U L 36 1 U L U L U L U L U L 37 . 1 U L 2 U L 3 U L 4 U L 5 U L 38 1 U L 2 U L 3 U L 4 U L 5 U 0.10 - 0.77 0.10 -0.77 0.10 - 0.77 0.10 - 0.77 0.10 - 0.77 0.05 - 0.35 0.05 - 0.35 0.05 -0.34 0.05 - 0.34 0.05 - 0.34 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.01 0.00 0.02 0.00 RISA -2D (R) Version 4.01 < Envelope Section Deflections > lc 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 1 2 3 2 3 1 3 1 3 1 1 1 1 2 1 2 1 2 1 2 y in 0.10 -0.69 0.09 -0.63 0.09 - 0.58 0.08 - 0.52 0.08 -0.46 0.12 - 0.80 0.11 - 0.73 0.10 - 0.66 0.09 - 0.60 0.08 -0.53 0.14 -0.90 0.13 - 0.83 0.12 - 0.76 0.11 - 0.68 0.10 - 0.61 0.00 0.00 0.00 - 0.13 0.01 - 0.26 0.01 - 0.39 0.01 - 0.52 lc 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1. 2 1 1 1 2 1 2 1 2 1 2 1 Job : 99224 Page: 40 Date: 7/05/00 File: BOWSTRGP L/n lc 1594.78 NC 2126.38 NC 3189.58 NC 6379.17 NC NC NC 1204.99 NC 1606.66 NC 2410.00 NC 4820.02 NC NC NC 1011.71 NC 1348.95 NC 2023.43 NC 4046.86 NC NC NC NC NC NC NC NC NC 6996.76 NC 5035.33 NC 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 1 1 2 1 2 1 2 1 2 1 T- '10 RISA -2D (R) Version 4.01 D'Amato Conversano, Inc. 2821 Northup Way, Suite 200 Bellevue, WA 98029 Mustang /Fatigue Section Memb y x lc in 39 1 U 0.00 2 L -0.27 1 2 U 0.00 2 L -0.28 1 3 U 0.00 2 L -0.28 1 4 U 0.00 2 L -0.29 1 5 U 0.00 2 L -0.30 1 40 1 U L 2 ` U L 3 U L 4 U L 5 U L 41 1 U L 2 U L 3 U L 4 U L 5 U L 42 1 U L 2 U L 3 U L 4 U L 5 U L 43 1 U L 0.01 - 0.40 0.01 -0.40 0.01 - 0.40 0.01 -0.41 0.01 - 0.41 0.02 - 0.47 0.02 -0.48 0.02 -0.48 0.02 - 0.48 0.02 -0.48 0.02 - 0.51 0.02 - 0.51 0.02 - 0.51 0.02 - 0.51 0.02 -0.51 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 0.03 2 -0.49 1 Job . Page: Date: File: < Envelope Section Deflections > y in 0.01 -0.44 0.02 -0.60 0.03 - 0.76 0.04 - 0.92 0.06 -1.08 2 1 2 1 2 1 2 1 2 1 0.05 2 - 1.00 1 0.06 2 -1.13 1 0.08 2 - 1.25 1 0.09 2 - 1.36 1 0.10 2 - 1.48 1 0.10 2 -1.43 1 0.11 2 - 1.51 1 0.12 2 - 1.58 1 0.13 2 - 1.66 1 0.14 2 -1.73 1 0.13 2 - 1.71 1 0.14 2 - 1.74 1 0.15 2 - 1.78 1 0.16 2 -1.81 1 0.17 2 - 1.84 1 0.16 2 - 1.84 1 lc L/n lc NC 2 NC 1 6970.85 2 NC 1 3407.14 2 NC 1 2210.11 2 NC 1 1618.06 2 NC 1 NC 2 NC 1 6510.50 2 NC 1 3189.36 2 NC 1 2074.37 2 NC 1 1522.18 2 NC 1 NC NC 7417.41 NC 3626.21 NC 2352.82 NC 1722.93 NC NC NC 9229.68 NC 4491.06 NC 2898.03 NC 2112.24 NC NC 2 NC 1 99224 41 7/05/00 BOWSTRGP 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 iJ RISA -2D (R) Version 4.01 D'Amato Conversano, Inc. 2821 Northup Way, Suite 200 Bellevue, WA 98029 Mustang /Fatigue Section Memb 4 x lc in 2 U 0.03 2 L -0.49 1 3 U 0.03 2 L -0.49 1 4 U 0.03 2 L -0.49 1 5' U 0.03 2 L -0.49 1 44 1 46 1 2 3 L 2 L 3 U U U L U L U L U L 4 U L 5 U L 47 1 U L 2 U L 0.14 -1.20 0.14 - 1.21 0.14 - 1.21 0.14 - 1.21 0.14 - 1.21 45 1 U 0.15 2 L -1.21 1 2 U 0.15 2 L -1.21 1 3 U 0.15 2 L -1.22 1 4 U 0.14 2 L -1.22 1 5 U 0.14 2 L -1.22 1 0.15 - 1.15 0.15 -1.15 0.15 - 1.15 0.15 -1.16 0.15 - 1.16 0.14 2 -1.02 1 0.14 2 -1.02 1 Job : 99224 Page: 42 Date: 7/05/00 File: BOWSTRGP Envelope Section Deflections > 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 y in 0.17 2 - 1.84 1 0.17 2 - 1.84 1 0.18 2 - 1.83 1 0.19 2 - 1.83 1 1.31 -0.13 1.35 -0.13 1.39 -0.13 1.42 -0.13 1.46 -0.13 1.00 1 -0.10 2 1.07 1 -0.10 2 1.13 1 -0.11 2 1.20 1 -0.11 2 1.26 1 -0.12 2 0.63 1 -0.06 2 0.72 1 -0.07 2 0.81 1 -0.08 2 0.90 1 -0.09 2 0.99 1 -0.09 2 0.20 1 -0.02 2 0.31 1 -0.03 2 1 2 1 2 1 2 1 2 1 2 lc L/n lc NC NC 6921.97 NC 4395.91 NC 3161.35 NC 2 1 2 1 2 1 2 1 NC 1 NC 2 NC 1 NC 2 NC 1 NC 2 NC 1 NC 2 NC 1 NC 2 NC 1 NC 2 NC 1 NC 2 NC 1 9429.62 2 NC 1 5887.39 2 NC 1 4175.74 2 NC 1 NC 2 NC 1 NC 2 NC 1 5130.69 2 NC 1 3288.66 2 NC 1 2383.41 2 NC 1 NC 2 NC 1 7057.39 2 U. W W W' ni gy O N ;' W W: _ p� Z; IJJ co RISA -2D (R) Version 4.01 D'Amato Conversano, Inc. 2821 Northup Way, Suite 200 Bellevue, WA 98029 Mustang /Fatigue Section Memb x lc in 3 U L 4 U L 5 U L 48 1 U L 2 U L 3 U L U L L 49 l U L U L U L U L U L 1 0.502 5 1 2 0.688 1 1 3 0.346 3 1 4 0.587 3 1 5 0.751 3 1 6 0.824 3 1 7 0.838 3 1 8 0.737 3 1 9 0.626 3 1 10 0.488 3 1 11 0.329 3 1 12 0.165 3 1 0.14 -1.02 0.14 - 1.03 0.14 -1.03 0.12 - 0.83 0.12 - 0.83 0.12 - 0.84 0.12 -0.84 0.12 - 0.85 0.09 -0.59 0.09 - 0.59 0.09 - 0.60 0.09 -0.60 0.09 - 0.61 0.089 0.094 0.025 0.029 0.026 0.026 0.027 0.028 0.028 0.028 0.028 0.027 Job : 99224 Page: 43 Date: 7/05/00 File: BOWSTRGP < Envelope Section Deflections > 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 5 1 5 1 5 5 5 5 5 5 5 1 1 1 1 1 1 .1 1 1 1 1 1 1 y in 0.43 1 - 0.04 2 0.54 1 - 0.05 2 0.66 1 -0.06 2 0.04 - 0.26 0.02 -0.12 0.01 0.01 0.15 - 0.01 0.28 -0.02 0.10 - 0.68 0.09 -0.55 0.07 - 0.43 0.05 - 0.30 0.03 - 0.17 lc 2 1 2 1 1 3 1 2 1 2 2 1 2 1 2 1 2 1 2 1 Lin lc NC 1 3444.47 2 NC 1 2230.55 2 NC 1 1630.66 2 NC NC NC NC NC NC NC NC NC NC 2 1 2 1 1 3 1 2 1 2 NC 2 144.87 1 NC 2 193.49 1 NC 2 290.78 1 NC 2 582.44 1 NC 2 NC 1 < Envelope AISC Unity Checks > Unity Loc Shear Loc Memb Chk lc Chk lc ASD Fa Fb Cb Cm Eqn. Ksi Ksi 18.18 27.60 1.00 0.85 H2 -1 18.18 27.60 1.00 0.85 H1 -1 18.18 27.60 1.00 0.85 H1 -1 18.18 27.60 1.00 0.85 H1 -1 18.18 27.60 1.00 0.85 H1 -1 18.18 27.60 1.00 0.85 H1 -1 18.18 27.60 1.00 0.85 H1 -1 18.18 27.60 1.00 0.85 H1 -1 18.18 27.60 1.00 0.85 H1 -1 18.18 27.60 1.00 0.85 H1 -1 18.18 27.60 1.00 0.85 H1 -1 18.18 27.60 1.00 0.85 H1 -1 RISA -2D (R) Version 4.01 D'Amato Conversano, Inc. 2821 Northup Way, Suite 200 Bellevue, WA 98029 Mustang /Fatigue Job : 99224 Page: 44 Date: 7/05/00 File: BOWSTRGP 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 "1 < Envelope AISC Unity Checks > Unity Loc Shear Loc Memb Chk lc Chk lc Fa Fb Ksi Ksi 13 0.290 5 1 0.067 5 1 18.18 27.60 14 0.291 1 1 0.073 1 1 18.18 27.60 15 0.435 5 1 0.016 1 1 18.18 27.60 16 0.541 3 1 0.002 5 2 18.18 27.60 17 0.593 3 1 0.001 5 3 18.18 27.60 18 0.604 1 1 0.002 5 1 18.18 27.60 19 0.578 1 1 0.004 5 2 18.18 27.60 20 0.564 1 1 0.004 1 2 18.18 27.60 21 0.508 1 1 0.003 5 1 18.18 27.60 22 0.430 1 1 0.004 5 1 18.18 27.60 23 0.331 1 1 0.003 5 1 18.18 27.60 24 0.225 1 1 0.006 5 1 18.18 27.60 25 0.218 1 2 0.004 1 2 18.18 27.60 26 0.031 5 1 0.000 1 1 26.71 27.60 27 0.107 5 1 0.000 1 1 26.63 27.60 28 0.096 5 1 0.000 1 1 26.57 27.60 29 0.067 5 1 0.000 1 1 26.48 27.60 30 0.042 5 1 0.000 1 1 26.39 27.60 31 0.051 5 1 0.000 1 1 26.29 27.60 32 0.086 5 1 0.000 1 1 26.18 27.60 33 0.102 5 1 0.000 1 1 26.06 27.60 34 0.118 5 1 0.000 1 1 25.93 27.60 35 0.127 5 1 0.000 1 1 25.78 27.60 36 0.139 5 1 0.000 1 1 25.60 27.60 37 0.075 1 1 0.000 1 1 25.45 27.60 38 0.286 3 1 0.001 1 1 24.63 27.60 39 0.401 3 1 0.001 5 1 23.34 27.60 40 0.278 3 1 0.001 5 1 23.45 27.60 41 0.149 3 1 0.001 5 1 23.54 27.60 42 0.051 3 1 0.001 5 1 23.62 27.60 43 0.035 3 1 0.001 5 1 23.69 27.60 44 0.103 3 1 0.001 5 1 23.88 27.60 45 0.163 3 1 0.001 5 1 23.69 27.60 46 0.219 3 1 0.001 5 1 23.46 27.60 47 0.268 3 1 0.0011 1 23.19 27.60 48 0.318 3 1 0.001 1 1 22.88 27.60 49 0.257 3 1 0.001 5 1 23.36 27.60 ASD Cb Cm Eqn. 0.85 H1 -2 0.85 H2 -1 0.85 H2 -1 0.85 H2 -1 0.85 H2 -1 0.85 H2 -1 0.85 H2 -1 0.85 H2 -1 0.85 H2 -1 0.85 H2 -1 0.85 H2 -1 0.85 H2 -1 0.85 H1 -1 1.00 H2 -1 1.00 H2 -1 0.60 H2 -1 0.60 H2 -1 0.60 H2 -1 0.60 H2 -1 0.60 H2 -1 0.60 H2 -1 0.60 H2 -1 1.00 H2 -1 1.00 H2 -1 1.00 H1 -1 1.00 H2 -1 1.00 H1 -1 1.00 H1 -1 1.00 H1 -3 1.00 H1 -3 1.00 H2 -1 1.00 H1 -3 1.00 H1 -1 1.00 H1 -1 1.00 Hi -1 1.00 H1 -1 1.00 H1 -1 DCFENG11JEERS E D'AMATO CONVERSANO INC. [ Ptuject No. Project F t/ E +( Subject Sheet No. 1 Date 71 By 7 L/-) 13 6kvi Q' 7 6 c, 8 kin '3 • 13m3 — t00 01— :--• - 77 psf — 5 ;? c of 5 fv,, , C-1-1) e /3 11 8' 0 9 , 0 I , • f . 0 i Z i DCI ENG1I■TEERS D'AMATO CONVERSANO INC, Pi v No. 9 2L 5 Project ye- Subject r r" � u e L F /J0/ Sheet No. Date 7 / / /Qu By $(7 4. = 3 (Ad _(t /75P5 f) = / ord ,)/4 1 4007'.)(36)' : I /b' K S rl d - /` x S` ) ; ��`) - y .. 3 ,. 3 0 V >t /� / 0fe)it u) /5. (S ? �z A, y d - ( yyc) - 3 -/ / ). ,, 9 "-• � uu _ (5' uox3(1)(0)a) 6 000.5)t ( Yi o twy ou)C, y - 63 XXI x ) t, W /ex 33 S = S7, 1,' - _ S/o gm pA �_ 37 LJ = /C3 yid (60 dpIF t_L) Pe 3.' - 01')(1");i75-)_ ( 3 - - I 1 )C- U/ it x 50 10 y Ic..“6,) Ks: 13 /(5, 2s: y .C b = 9�t r C U ' /!'e Cr Lt.... I. / • �I �.� . C� X /7r) = a/ 3f /f (3r - ✓/1 cL /h : % ())Z2 3 ?, l /(-- f - '". (luuuX 7 0.3X1 USA 1 . 1 . t k 9.5i Cfve c4.,44.1 ?9z. (L) /GSA - (1- e„ - s• 3 s u (11) L yoo 6 51,(2_ yuuu., ow��gy�, J r l 73'i kr) : l�-(/ 7 s-.)(/ -) : if,, L " -1-+ S r . t d /7, 1, 44q.2.01-) ___ - L )C ro) ,� use U -s8X11 F ( /OQol /4 L� o. /C. .,---FRAME MAC file: Beam 02: Last modified at 9:52:43 AM. Jul 1, 2000 La. .J00 W21X50 g= 29001000.000 0�0 0.000 DLIL DD1L 0.000 0.000 600.000450.000 Load Shear Moment Deft. Dafl. FRAME MAC file: Beam 02: Last modified at 9:52:43 AM on Sat. Jul 1. 2000 0. 00 0 0.000 0.000 T L ••4� 0.000 600.000 Load Shear Moment L/6 L/4 Distance 0.000 7.400 • Elam 1.2 L=37.000 W21X50 g= 29001000.000 L/3 L/2 14.800 Node 2 37.000 0.000 FD1 FL1 DL1R DD1R 0.0000.000 0.000 0.000 2.8803.850 600.000450.000 „ Distance 0.000 t L, /7I .40oi /4 f L' /3 14.800 1.1/2 22.200 3Li1 600 3.00 3.850 2L/ 3L/4 5L/6 22.200 29.600 ft 37.000 Node 2 37.000 0.000 T 0.000 600.000 0.000 -1.781 11.828 0.000 0.000 -1.018 F: kip 0: Ibift M: Ib•It E: psi 20.698 kip 204008.225 lb -ft 0.000 inch M-3 F: kip D: lb/ft M: Ib•ft E: psi kip - 14.222 116592.113 lb•ft inch ft DCI'ENC STEERS D'AMATO CONVERSANO INC. i eject No. 941.1y, Project j toe— Subject Sheet No. Date 7f / / �„ By ` 1t w =(/ 4 f7r)= 1 /3 ( e5 / �L) r1, _ .2 C. Fl < 3j /G 3. _ ky(/ 3/ 3)(/,) z ) 3. 6 6 L.) .. (&J /oK /r X (-75-6y 0 ,) L L 16 p„ USe /r? c.. / Z x 31 G, tz, / .r 5 ' )9 a.:11 IA, I,, <7.Cxl759 _ !3t e (75--v -) 13. k o ' -1/ r 1 _ "sl GS p /f « wl ^�1r k,7.0 : lrb, (3r I " 2.0 .--) 8,.'1) 6. b'KL 1� w t,c So IL dL� . G 2," = S ao _ /3/3 S k 5,'L )3 K.3 : .e„E ('? - oPt4.L S r2 = ��s��': i 3. 7 ,;,� L J cy. 3 x /O' );(t-9.) FRAME MAC '' Untitled; Last modified at 10:15:26 AM on Sat, 2000 Node 1 Elam 1,2 Node 2 E1em 2.3 Node 3 0.000 L =18.000 16.000 L= 2.00018.000 0.000 CX10X20 0.000 CX10X20 0.000 Load Shear Moment Dell. - E_2900Q 11717- DL1R \\ DL1L DL1R 0.000 0.000 0.000 650.0.0 650.000650.000 650.000 • I ' Distance 0.000 061 04 03 1 ' L ' I 2L /3 3(/4 15d is 3.600 7.200 10.800 14.400 FRAME MAC file: Untitled. Last modified at 10:15:26 AM on Sat, Jul 1, 2000. All coord. and distances are in ft from the left Support reactions: (pos. force is to right or up; Node Reaction No. kip (FX) 1,2 8.962 2,3 2.276 Output Data 1 0.000 2 - -- Node deformations: (positive is to right, up, Node Deflection No. inch (FX) 1 2 3 0.000 0.000 0.000 Maximum shear and shear stress values: From, To `Maximum Minimum Max. abs. Node shear shear shear - -- kip •., kip kip -9.246 0.000 Maximum moment and bending stress From, To Maximum Minimum Node moment moment - -- lb -ft Lb-ft Max. abs. - 454xiimun moment ben. str•. lb -ft psi 1,2 35286.891 - 2276.000 35286.891 26800.170 2,3 0.000 - 2276.000 - 2276.000 (bot.) end of the element. pos. moment is ccw.) Reaction Reaction kip (FY) Lb -ft (MZ) 8.962 11.522 or counterclockwise.) Deflection inch (FY) Maximum shr. str. psi 0.000 0.000 0.000 0.273 kip -5.281 20155.078 lb -ft - 1300.000 Rotation radians (MZ) -0.012 0.011 0.011 Minimum Max. abs. shr. str. stress psi psi 7 -9.246 2364.578 - 2439.644 - 2439.644 2.276 600.528 0.000 600.528 Minimum Max. abs. ben. str. stress psi - 1728.608 26800.170 - 1728.608 -60 F: kip D: lb /ft M: lb -ft E: psi 5.119 M -g L° FRAME MAC file: BM N7: Node 1 0.000 DLIL 0.000 I T DL2L 0.000 0.000 350.000 350.000 ` Load Shear Moment Def I. Distance 0.000 FRAME MAC f . Last led a Al •ord. and Support reactions: (po Node No. Maximum shear From, To Node Maximum nnment From, To Node Last modified at 12:08:48 PM on Sat, Jul 1, 2000 Elam 1.2 L W21 X50 E =29001000.000 FL3 DL2R 0.000 0.000 11.800350.000 L/6 L/4 6.000 1 2 1 2 L/3 L/2 12.000 Output Data 18.000 8 PM on Sat, Jul 1, 2000. es are in ft from the left s. force is to right or up; Reaction kip (FX) 0.000 2L/ and bending stress values: Maximum Minimum Max. abs. Maximum moment manent moment ben. str. lb-ft lb-ft lb -ft psi 1,2 256327.200 0.000 256327.200 32549.486 3L/4 5L /6 24.000 (bot.) and of the element. pos. moment is cow.) Reaction Reaction kip (FY) lb -ft (MZ) 29.683 20.819 N•• formations: (positive is to right, up, or counterclockwise.) Node Deflection Deflection No. inch (FX) inch (FY) Node 2 30.000 0.000 T 0.000 350.000 F: kip D: lb/ft M: lb -ft E: psi 15.690 kip J- 10.e10 137880.000 0.000 0.000 inch -0.680 1,2 29.683 - 20.819 `29 3749.981 - 2630.240 3749.981 Minimum Max. abs. tr. stress p lb -ft Rotation radians (MZ) 0.000 0.000 -0.012 0.000 0.000 0.011 and she stress values: Maximum Minimum Max. abs. Maximum Minimum Max. abs. shear - ear shear shr. str. shr. str. stress kip kii kip psi psi psi DCFENG111EERS - D ' A M A T O C O N V E R S A N O I N C. P►u No. qc Z2q Project Fii Subject / Gut /� ti ' Sheet No. Date 7 s. U By i i 40xwxAe CL., - rs wi c�K ► Lzw t TS 6 •eq 7V ,ee 0 W z (_S') ( ! SS-r 2S') - av v t--4.fi, -C:-/05'...0 �✓1t /omu . 34 O s' CYF) 0 , 4 1 - e W7 Co X I I M 2 ► —D ' .7 k+ GeoE•'ngineers . Report' Geotechnical Engineering Services Proposed Building Expansion Mustang L.L.C. Project 401 Andover Park East Tukwila, Washington October 27, 1999 '•l For Fatigue Technologies, Inc. RECEIVED OIL • 17 2000 REID MIDDLETON . - File No. 7699 -001 -00 -1.130 Fatigue Technologies, Inc. 100 Andover Park West Seattle, Washington 98188 -2868 Attention: Kevin Dooley Chief Financial Officer GeoEngineers, Inc. is pleased to submit four copies of our "Report of Geotechnical Engineering Services, Proposed Building Expansion, Mustang L.L.C. Project, 401 Andover Park East, Tukwila, Washington." Our services have been completed in general accordance with our proposal dated August 17, 1999. Bruce Gibson of Mustang L.L.C. gave us written authorization to proceed on September 15, 1999. We have provided information to Jeff Jeffers of CNA Companies as our findings and conclusions have been developed. We appreciate the opportunity to serve you on this project. Please contact us if you have any questions concerning this report, or if we can be of further service. Yours very truly, HRP:DIC ja P:\ 700to799\7699001 \769900100R.doc cc: ✓CNA Companies 777 —108' Avenue NE Bellevue, WA 98004 Attn: Jeff Jeffers GeoEngineers, Inc. 8410 154th Avenue N.E. Redmond, WA 98052 Telephone (425) 861.6000 Fax (425) 8616050 wwwgeoenglneers.com October 27, 1999 GeoEngineers, Inc. Daniel J. Campbell, P.E. Associate Consulting Engineers and Geoscientists Offices in Washington, Oregon, and Alaska CONTENTS Page No. . INTRODUCTION 1 SCOPE 1 SITE DESCRIPTION 2 SURFACE CONDITIONS 2 SUBSURFACE CONDITIONS 2 CONCLUSIONS AND RECOMMENDATIONS 3 GENERAL 3 SITE PREPARATION 4 EARTHWORK 4 FILL SETTLEMENTS 5 PRELOAD FILL AND SETTLEMENT MONITORING 6 FOUNDATION SUPPORT 7 FLOOR SLAB SUPPORT 8 PAVEMENTS 8 DRAINAGE 9 LIMITATIONS 9 FIGURES Figure No. VICINITY MAP 1 SITE PLAN 2 CROSS SECTION A -A' 3 SETTLEMENT PLATE DETAIL 4 Page No. APPENDICES APPENDIX — FIELD EXPLORATIONS AND LABORATORY TESTING A -1 FIELD EXPLORATIONS LABORATORY TESTING A -1 Figure No. APPENDIX A FIGURES SOIL CLASSIFICATION SYSTEM KEY TO BORING LOG SYMBOLS LOGS OF BORING A -1 A -2 4:4 S• ia: G e o E n g i n e e r s 1 File No. 7699 - 001 -00- 1130 \102799 REPORT GEOTECHNICAL ENGINEERING SERVICES PROPOSED BUILDING EXPANSION MUSTANG L.L.C. PROJECT 401 ANDOVER PARK EAST TUKWILA, WASHINGTON FOR FATIGUE TECHNOLOGIES, INC. INTRODUCTION We present in this report the results of our geotechnical engineering services for the proposed expansion to an existing building located at 401 Andover Park East in Tukwila, Washington. The project site is located as shown in the Vicinity Map, Figure 1. A site plan showing the extent of the proposed expansion in relation to existing site features is presented in Figure 2. The existing building is located west of Andover Park East and a short distance south of Treck Drive. We understand that present plans are to construct 60 -foot wide extensions along the south and east sides of the building. An existing office extension on the east side of the building will be demolished to accommodate a portion of the new addition that we understand will also be an office extension. A single story warehouse area will be located along the westerly portion of the extension of the building to the south. A two -story segment will be added along the remainder of the south side of the building and along the east side to within 20 to 25 feet of the northeast corner of the existing building. We understand that the lower floor grade in both areas of new construction will be at the present dock height. We understand that the additions will be concrete tilt -up structures with column loads up to 250 kips and wall loads up to 7.5 kips per lineal foot. There will be no increase in loads on footings within the existing building. A row of column footings adjacent to existing footings will have loads of about 170 kips. Floor storage loads will be about 250 psf (pounds per square foot). We anticipate that some reconfiguration of the existing parking and driveway areas may be necessary. Fill will be required to establish the floor grade for the building additions. The weight of this fill and the building loads will induce settlements due to consolidation of the compressible soils underlying the site. Building sites for similar structures in the vicinity were preloaded or surcharged to induce the majority of these settlements in advance of actual building construction. One key consideration in planning the expansion is the extent to which the site has previously been preloaded. We understand that there is no indication on the as -built drawings as to whether or not, the building footprint was preloaded. We also understand that a geotechnical report with exploration data is not available for the existing warehouse and office 'extension. SCOPE The purpose of our services is to complete subsurface explorations within the addition areas as a basis for developing design phase geotechnical recommendations for site preparation, earthwork and foundation support. Our specific scope of services includes the following tasks: G e o E n g i n e e r s 1 File No. 7699 - 001.00- 11301102799 1. Review information in our files developed from previous studies in the vicinity of the site. 2. Explore subsurface soil and ground water conditions in the proposed addition areas by drilling two borings, one to a depth of 46'/2 feet and a second to a depth of 116Y2 feet, using truck- mounted, hollow stem auger drilling equipment. 3. Complete a limited laboratory testing program on selected soil samples from the borings for correlation with laboratory data from previous borings drilled for other sites in the vicinity. 4. Provide recommendations for site preparation, fill type and placement criteria, drainage, and paving. 5. Estimate the magnitude and time rate of settlement that will result from consolidation of compressible strata encountered in the borings. 6. Develop a preloading program, if appropriate, to reduce postconstruction settlements in the expansion areas. 7. Provide recommendations for alleviating problems due to possible differential settlements between the existing and new structures. 8. Develop recommendations for allowable bearing pressure(s) and other footing design criteria, including excavation and replacement of unsuitable soils beneath footings with structural fill, if apropriate. 9. Provide recommendations for floor slab support. 10. Prepare a written report that summarizes our findings, conclusions and recommendations. SITE DESCRIPTION SURFACE CONDITIONS The site is bounded' on the east by Andover Park East, on the west by several railroad tracks, and on the north and south by paved parking and driveway areas. Figure 2 shows the site of the proposed expansion areas in relation to existing features. Site grades around the building are nearly level. The main portion of the existing building is a two -story, dock high warehouse with approximate dimensions of 300 feet (east -west) by 210 feet (north - south). Loading docks are located near the southeast corner of the warehouse portion. A recycle dock is located along the west side of the warehouse. The railroad tracks extend along the west side of the building and recycle dock. A one -story dock -high office extends east from the northeast side of the warehouse. We understand that the existing warehouse and office were constructed in the 1960s. We observed minor cracking of the recycle dock during our site visits. The remainder of the exterior walls appeared to be relatively free of cracks. Parking and driveway areas exist on the north, south and east side of the main building and office extension. Level, grass- covered and landscaped areas with scattered trees separate the south parking area from the building. SUBSURFACE CONDITIONS Subsurface conditions were evaluated by drilling two borings (B -1 and B -2) at the approximate locations shown in Figure 2. Details of our field and laboratory testing programs, GeoEngineers 2 File No. 7699. 001 -00- 1130\102799 toget tamer with logs of the borings and test data, are presented in the Appendix. Our interpretation of subsurface conditions along the south side of the existing building is shown on Cross Section A -A' presented in Figure 3. Subsurface conditions at the site generally consist of soft to stiff and loose to medium dense alluvial soils overlain by fill and a surficial sod zone. The sod zone extends about 4 inches below the existing ground surface at the two boring locations. The fill generally ranges from hard sandy silt with gravel to medium dense to very dense silty sand with gravel. The fill extends to depths ranging from 8'/s to 13 feet in borings B -2 and B -1, respectively. Extensive alluvial deposits typical of the Green River Valley underlie the fill. A layer of soft to medium stiff silt with variable sand content underlies the fill and extends to depths of about 22'/2 to 27'/% feet at the boring locations. This silt layer is moderately compressible and is underlain by a layer of loose to medium dense sand with variable silt content. The base of the sand unit is at about 35 feet below the ground surface. A thin (1'/2 to 5 feet thick) layer of soft silt separates this upper sand layer from an intermediate layer of loose to medium dense sand. Boring B -1 was terminated within this intermediate sand layer. The base of the intermediate sand layer was encountered at a depth of about 54 feet in boring B -2. In boring B -2, the intermediate sand layer is underlain by an extensive unit of very soft to stiff silt. The silt is moderately compressible and extends to a depth of about 108 feet in boring B -2. Below this depth, the boring encountered tidal deposits consisting of medium dense sand with shell and wood fragments. This boring was terminated at a depth of 116% feet in the tidal deposits. Ground water was encountered at depths of about 18.5 and 8.5 feet in borings B -1 and B -2, respectively. We expect that ground water levels will be a few feet higher during the normally wet portion of the year and during higher stages of the Green River located about 1,000 feet east of the site. CONCLUSIONS AND RECOMMENDATIONS GENERAL Based on the results of our explorations, review of subsurface information developed for nearby sites, laboratory testing, analyses and our experience with similar sites in the Green River Valley, we conclude that the planned building additions can be satisfactorily supported on shallow foundations. The footings should be supported on properly compacted existing or new fill soils. The surficial soils at the site are moisture- sensitive and easily disturbed when wet. During wet weather, these soils will be difficult to grade and compact. Accordingly, we recommend that site preparation and grading activities be completed in the generally drier late summer to early fall months in order to reduce difficulties and costs associated with these activities. Filling of the addition areas should be completed in a manner that limits postconstruction settlements and the potential for problems due to differential settlements between the existing building and the additions. GeoEngineers 3 File No. 7699- 001 - 00.1130 \102799 i t SITE PREPARATION The surficial soils at the site consist mostly of moisture - sensitive silty soils on which it will be difficult to operate equipment during wet weather and which are difficult to compact if allowed to become too wet. We recommend that site preparation and earthwork be planned for the normally dry season of the year when earthwork would generally be less expensive and • require less effort. Vegetation and related roots should be removed from within new building and pavement areas. We recommend that sod be stripped from all new building and pavement areas where finished grades will be less than 3 feet above existing grades. We expect that the depth of stripping will average about 4 inches, but will be locally greater in areas with abundant tree roots and brush. Stripped materials should be wasted off -site or used for landscaping. In areas where finished grades will be 3 feet or more above existing grades, the sod may be left in place. The grass should be mowed close to the ground surface and the clippings removed from the site. Existing pavement within addition areas may be left in place, provided that it is broken up into pieces less than about 12 inches in greatest dimension to allow for drainage of the building fill pad. Exposed subgrades in addition and new pavement areas should be thoroughly proofrolled with heavily loaded rubber -tired construction equipment if site preparation is done during extended dry weather. The proofrolling should immediately follow stripping. Soft, loose or otherwise unsuitable areas revealed during proofrolling should be excavated down to firm soil or to 2 feet, whichever is less, and replaced with structural fill. If site preparation must be done during wet weather, the exposed subgrade should not be proofrolled because this could damage the subgrade. In wet weather, the sod zone should be stripped with lightweight equipment and construction traffic kept off the exposed surface. The subgrade should be evaluated by probing by a representative from our firm who will evaluate whether there are localized areas of soft soils that need to be removed and replaced. These soft soils should be excavated to the depth recommend by our representative. Settlement plates should be placed in the addition areas prior to placing any new fill, as described in a subsequent section. EARTHWORK New footings should bear on the existing hard and medium dense to dense fill soils or on new structural fill extending down to these soils. Details regarding foundation support are presented in a subsequent section of this report. Approximately 4 feet of structural fill will be necessary over most of the addition areas to establish dock -high floor grade. Structural fill for support of footings, floor slabs and pavements should be free of organic matter, debris, man -made contaminants and other deleterious materials, with no individual particles larger than 6 inches in greatest dimension. The fill should generally consist of well - graded, free - draining pit run sand and gravel. GeoEngineers 4 File No. 7699 - 001 -00 -1130 \102799 G e o E n g i n e e r s As the amount of fines (soil particles passing the No. 200 sieve) increases, soil becomes increasingly more sensitive to small changes in moisture content and adequate compaction becomes more difficult to achieve, particularly during wet weather. Generally, soils containing more than about 5 percent fines cannot be properly compacted when the moisture content is more than a few percent above optimum. If grading is done during wet weather, the fines content of fill soils should be limited to less than 5 percent by weight of the fraction passing the' /, -inch sieve. For earthwork during extended dry weather conditions, the fines content may be somewhat higher, provided that the exposed subgrade is not wet and generally firm. Up to about 12 percent fines is usually acceptable for dry weather earthwork, provided that the fines are well distributed throughout the soils and are not present as lumps or balls, and the soil is within a few percent of the optimum moisture content. The existing fill soils have a fines content significantly above 5 percent and will not be suitable for use during wet weather or on wet surfaces. Structural fill should generally be placed in horizontal lifts that are 10 inches or less in loose thickness. The initial lift of fill may need to be somewhat thicker in order to reduce the potential for pumping of wet subgrade soils and to provide support for construction traffic in heavily used areas. Fill placed beneath floor slabs in buildings and within 2 feet of pavement subgrade should be compacted to at least 95 percent of the maximum dry density obtained in accordance with the ASTM D -1557 test method. Structural fill placed more than 2 feet below the pavement subgrade should be uniformly compacted to at least 90 percent of the maximum dry density. The moisture content should be adjusted as necessary to achieve the specified compaction. Fill surfaces should be crowned at all times to prevent ponding of surface water. We recommend that site preparation and structural fill placement be observed by a representative from our firm to verify that the procedures comply with the intent of our recommendations and the project plans and specifications. Our representative will probe the exposed subgrade and complete a sufficient number of in -place density tests in the fill as it is being placed to evaluate whether the compaction criteria is being achieved. The structural fill should be placed at least 5 inches above desired floor slab subgrade elevation to allow for expected settlements during and following fill placement. FILL SETTLEMENTS The addition areas are underlain by several layers of compressible soils that will cause settlement under the weight of the dock high fill and the expected floor slab loads of up to 250 psf. The magnitude of these settlements will depend on the subsurface conditions within the addition areas, the proximity to the existing dock -high building which has been in place for over 30 years, and whether or not the exiting building area was previously preloaded. We estimate that settlements within the addition areas could range from 2 -1/2 to 3 -1/2 inches due to filling the site to finished floor slab (i.e., dock high) level. The areal floor slab loading of 250 psf in the addition areas would induce additional settlements of 1 to 1 -1/2 inches without a preload. Based on similar floor slab grade and loading conditions, we estimate that a total of about 3 -1/2 inches of settlement has occurred at the edges and about 5 inches in the interior 5 File No. 7699- 001 -00 -1130 \102799 0 $ w m u) u. ' w O - 0 F- w z � 0 r z r~ 2 D. U � 0 N+. 0 tu t: , w` 0 Z , tii *& O z portion of the existing dock -high building during and following its construction. On this basis, we conclude that placement of new fill adjacent to the existing building will not adversely impact the existing building, provided that the crest of the new dock -high fill and preload is initially set back from the edges of the existing building, and that settlements are monitored as described below. The major portion (about two thirds) of these settlements will result from consolidation in the upper compressible soil layers above the intermediate sand unit. The remainder will result from consolidation of the deeper silt unit. The rate at which consolidation of the various compressible units will occur is highly variable. Based on our experience with settlement monitoring at nearby sites, we estimate that the major portion (90 percent) of the consolidation in the upper compressible soils will occur in about 2 to 3 months, while at least 4 to 5 months will be required to achieve 90 percent consolidation in the lower silt unit. Based on the results of our settlement analyses, we recommend that a preload be placed over most of the addition areas to induce most of the settlements that would otherwise occur under the floor slab loads. A preload program will significantly reduce potential differential settlements resulting from variability in areal loading and the thickness and characteristics of the compressible soils. The preload program should be carefully controlled and monitored so that potential adverse impacts to the existing building are minimized. Detailed recommendations for the preload program are provided below. PRELOAD FILL AND SETTLEMENT MONITORING We recommend that preload fill consist of well - graded, free - draining pit run sand and gravel as described above for structural fill so that it can be used as subbase fill for pavement areas. Use of this type of soil will also minimize difficulties in rehandling the preload during wet weather as it is moved from one area to another. Small increments of the addition areas may be preloaded sequentially to reduce the quantity of soil imported. When preloading is complete (as defined below) in one increment, the fill is then "rolled over" to the next increment to be preloaded. A 10 -foot minimum overlap should be used for the rolling preload. After preloading of the final increment is completed, the preload fill can be spread over pavement areas and used as subbase fill. The surface of the preload fill should be two feet above the finished floor grade for the addition areas. The crest of the preload fill should extend to full height at least 5 feet outside of the new building lines, except along the edges of the existing building. At these locations, the crest of the full height preload plus dock -high fill should initially be kept at least 10 feet away from the existing building, with the toe of the fill coinciding with the edge of the existing building. The remaining'wedge of fill soil needed to establish finished floor grade should not be placed against the existing building walls until sufficient settlement data are accumulated to evaluate the effects of new fill placement on the existing building. We anticipate that data from the settlement monitoring program will verify that the full - height dock -high fill and preload can also be placed immediately adjacent to the existing building G e o E n g i n e e r s 6 File No. 7699- 001 -00 -1130 \102799 without causing structural distress. If, however, the settlement monitoring data suggests that fill placement against the building will lead to excessive settlement, our firm will develop appropriate methods to minimize settlement impacts on the existing building and differential settlements between the new and the old portions. Such methods could include placing lightweight fill or buried culverts adjacent to the existing building, making modifications to panel clips in the existing warehouse, or using a structural slab between the existing warehouse and the closest bay of the addition areas. Fill should be sloped downward to surrounding grades at about 1- 1 /2H:1V (horizontal to vertical). Preload fill need be compacted only to the extent necessary to support construction equipment. The preload surface should be crowned slightly to promote drainage of surface water. The preload fill should be left in place until the measured rates and magnitudes of settlement indicate that post construction settlements will be within acceptable limits. In order to evaluate the rate and magnitude of fill settlement, a series of settlement plates should be installed prior to placing any new fill in the addition areas. An example of a recommend settlement plate and a description of the monitoring procedures are presented in Figure 4. Initial elevation readings of the settlement plates and adjacent ground surface should be obtained immediately after they are placed. We recommend that the elevation surveys of the settlement plates be referenced to a stable benchmark established at least 100 feet from the area being filled. Also, we recommend that a series of settlement points be established and surveyed along the south and east walls of the existing building. Elevations of the plates, points and adjacent ground surface should then be determined on a weekly basis during filling so that settlement progress in relation to the height of new fill in place can be charted. The settlement data should be forwarded to our office promptly after each reading for our evaluation. There could be significant differences in settlement behavior across the site due to variations in the thickness of underlying compressible soils. We recommend that settlement plates be placed in two rows and on a grid pattern with a spacing of about 75 feet for each addition area. One row of plates should be located within about 15 feet from the existing building so that we can evaluate potential settlement effects on the existing building. We should review the proposed layout of the settlement plates before they are installed. The presence of the measurement rods that extend above the settlement plates and through the fill will inhibit the mobility of earthmoving equipment to some extent. The earthwork contractor should be cautioned to exercise care to avoid damaging or disturbing the rods. The construction documents should emphasize the importance of protecting the settlement plates and measurement rods from disturbance. FOUNDATION SUPPORT Foundation construction should not be started until after the fill settlements are largely complete. All foundations should be underlain by at least 24 inches of existing or new compacted structural fill. Interior column footings can be supported within the compacted dock -high fill. GeoEngineers 7 File No. 7699 - 001 - 00.1130 \102799 Periin eter footing subgrades will likely be within the existing fill soils. , The footin subgrades should be recompacted to a firm, unyielding condition and to at least 95 percent of the maximum dry density determined in accordance with the ASTM D -1557 test method. A representative from our staff should evaluate exposed footing subgrades. Subgrade soils that are in a loose, soft or wet condition should be removed and replaced with structural fill to the depth determined by our representative. We recommend that interior and exterior foundations be supported at least 12 and 18 inches below the lowest adjacent finished grade, respectively. Isolated column footings should have a minimum width of 3 feet. Continuous strip footings should be at least 2 feet wide. Individual column footings and continuous footings constructed as recommended may be designed for an allowable soil bearing pressure of 3,000 psf for interior footings and 2,500 psf for exterior footings. These values apply to the total of all dead plus long -term live loads and may be increased by one -third for wind and seismic loads. We estimate that postconstruction settlements for interior wall and column footings will range from about' /. to 3 /4 inch, provided that the addition area is preloaded as recommended. The additions should be designed to tolerate at least '/2 inch of differential settlement between adjacent interior columns. Perimeter foundation settlements are also expected to range from 'A to 3 /4 inch. The perimeter of the addition areas should be capable of tolerating V2 inch of differential settlement between adjacent roof - supported columns. Depending on the magnitude of settlement resulting from areal floor loading in the new addition, differential settlements between the existing and new sections could be about 1/2 inch. We estimate that the foundation settlement will largely be complete within four weeks after application of structural loads. FLOOR SLAB SUPPORT Floor slabs may be supported directly on the compacted dock -high structural fill. In our opinion, a vapor barrier is not needed beneath the slabs if the structural fill consists of free - draining sand and gravel as previously recommended. Postconstruction settlements due to long- term areal loads of about 250 psf should be less than Y2 inch if the addition areas are preloaded as recommended. Abrupt differential settlements are not expected for uniformly applied loads. PAVEMENTS Exposed subgrades in new pavement areas should be proofrolled or probed to detect zones of unsuitable soils. Once any unsuitable soils are excavated and repaired, the subgrade should be thoroughly compacted, providing the exposed soils are sufficiently dry to not be disturbed by the compaction effort. We recommend that the pavement section in areas used primarily by automobiles consist of 2 inches of Class B asphalt concrete, 4 inches of crushed rock base course, and 6 inches of free - draining sand and gravel subbase fill. In truck parking, loading areas and driveways, we recommend increasing the thickness of asphalt concrete to 3 inches. GeoEngineers 8 File No. 7699- 001.00- 1130\102799 If pavement subgrade preparation work will take place during wet weather, it might be necessary to increase the thickness of subbase fill. Generally, a 12 -inch thickness is adequate for protection except for heavy traffic areas where 18 inches may be needed. It might also be appropriate to place ATB (asphalt- treated base) as a temporary wearing surface for construction traffic during prolonged wet weather. The ATB should be at least 4 inches thick and used as a direct substitution for the crushed rock. Crushed rock base course should conform to Washington State Department of Transportation Standard Specifications for Road, Bridge and Municipal Construction, Section 9- 03.9(3), Crushed Surfacing Base Course. Subbase fill should generally conform to Section 9- 03.14, Gravel Borrow, except the percent passing the No. 200 sieve should not exceed 5 percent. Both the crushed rock base course and the subbase fill should be compacted to at least 95 percent of ASTM D -1557. It is important to pavement performance that backfill in utility trenches also be properly compacted. DRAINAGE We recommend that the ground surface adjacent to the building additions be sloped so that surface runoff flows away from the structure. Roof drains should be connected via tightlines to the site storm drain system. LIMITATIONS We have prepared this report for use by Fatigue Technologies, Mustang L.L.C., and CNA Companies and other members of the design team for design of a portion of this project. The data and report should be provided to prospective contractors for their bidding or estimating purposes, but our report, conclusions and interpretations should not be construed as a warranty of the subsurface conditions. If there are any changes in the loads, grades, locations, configurations or types of facilities to be constructed, the conclusions and recommendations presented in this report might not be fully applicable. If such changes are made, we should be given the opportunity to review our conclusions and recommendations and to provide written modification or verification of these recommendations. When the design is finalized, we recommend that we be given the opportunity to review those portions of the specifications and drawings that relate to geotechnical considerations to see that our recommendations have been interpreted and implemented as intended. The scope of our services does not include services related to construction safety precautions and our recommendations are not intended to direct the contractor's methods, techniques, sequences or procedures, except as specifically described in our report for consideration in design. There are possible variations in subsurface conditions between the locations of the explorations and also with time. Some contingency for unanticipated conditions should be included in the project budget and schedule. We recommend that our firm be retained to provide G e o E n g i n e e r s 9 File No. 7699 - 001 - 00.1130\ 102799 2 U) U N u. w 2 u_ co 3 j ' W' UO CO W Wi - 0 z sufficient monitoring, testing and consultation during construction to confirm that the conditions encountered are consistent with those indicated by the explorations, to provide recommendations for design changes should the conditions revealed during the work differ from those anticipated, and to evaluate whether or not earthwork and foundation installation activities comply with the contract plans and specifications. Within the limitations of scope, schedule and budget, our services have been executed in accordance with generally accepted practices in this area at the time the report was prepared. No warranty or other conditions, express or implied, should be understood. The conclusion and recommendations in this report should be applied in their entirety. If there are any questions concerning this report or if we can provide additional services, please call. Respectfully submitted, EXFRp3 /O/g3/01 HRP:DJC ja P: \7699001 \00\finals \766900100R.doc G e o E n g i n e e r s 1 +► GeoEngineers, Inc. a Herbert R. Pschunder, P.E. Senior Engineer Daniel J. Campbell, P.E. Associate 10 File No. 7699.001 -00- 1130\102799 0 0 0 0 0 3I00 SEATTLE MARRIOTT SEATAC i AIRPORT •E'. 0 Reproduced with It is unlawful to W I S 107Th sr 4 1 • 17RN cTir Engineers 0 2000 SCALE IN FEET 1 HI 'rt 4000 SAXON DR 1 VICINITY MAP FIGURE 1 1 LA N 1 permission granted by THOMAS BROS. MAPS. This map is copyrighted by THOMAS BROS. MAPS. copy or reproduce all or any part thereof, whether for personal use or resale, without permission. att xotts. ta#:=AP~ AW■WW1M 0 01 1 ; , DJC:SYF ` ' --r': \7699001 \ CAD \7699001A.DWG 10/27/99 Z co • o co co co 7 C CD • — 0 CD > 77 3 O N O 0 • C 0 n fi C 3 CD 7 “ o • r- cD c C) N O ID • D o co fD o p < v rD • o c • x o rt ■aewwK. == warm -- - --- -_ T iowww ssau sowwwwswwws uwswarwswacws smswaEmnimu>remummumswswswaEwswswsom• usss$s w l rlewwalommuwwa[wwwatwwwsummumis ww walswwa[wwu 'm .r* sss wel wwafgaaeswais twlsweestwwwsswwssweEawswH stews*" co 7 o N • •_+ 6 • cr CU 1 r � NdM " ( i - NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY. OF THE DOCUMENT. Aithi w 3.hNl'1:Wi.' Ii A WEST 0 20 - 40 - 80 - 100 - 120 ? - ` 56 - 55 - 13- ?-- Soft silt with variable fine sand content (ML /MH)(alluvium) Notes: 1. The subsurface conditions shown are based on interpolation between widely spaced explorations and should be considered approximate; actual subsurface conditions may vary from those shown. 2. Refer to Figure 2 for location of Section A —A'. Existin• Ground Surface Medium dense to very dense /hard silty fine to coarse sand and sandy silt with gravel (SM /ML)(fiII) Soft to medium stiff silt with variable fine sand content (ML)(alluvlum) Loose to medium dense, sand with silt to fine to medium sand (SP- SM /SM)(alluvium) Loose to medium dense fine to medium sand (SP)(alluvium) EXPLANATION: N 71 Boring Blow Count Ground water level observed during drilling — ? — ?— Inferred Geologic Contact Very soft t variable fin Medium del wood fragn Engineers Existing Ground Surface Medium dense to very dense /hard silty fine to coarse sand and sandy silt with gravel (SM /ML)(fill) Soft to medium stiff silt with variable fine sand content (ML)(alluvium) Loose to medium dense; sand with silt to silty fine to medium sand (SP— SM /SM)(aliuvium) Loose to medium dense fine to medium sand (SP)(aliuvium) Boring Blow Count Ground water level observed during drilling Geologic Contact Geo Engineers Very soft to stiff silt and elastic silt with • variable fine sand content (ML /MH)(alluvium) Medium dense silty fine sand with shell and wood fragments (SM)(tidal deposits) FIGURE 3 A' CO EAST 0 48 - 52 � 5 - . 5- 2- — 20 3- —o 4- ___ 5_ 6- — 40 7 20 - 9- 11- — 60 3 - 2- 2- 2- - 80 2- 5 5- 5- 100 6- 14- 16- SCALE: 1 " = 20' — 120 CROSS SECTION A -A' Existing Ground Surface Measurement Rod, 1/2 -inch- diameter Pipe or Rebar Sand Pad, if Necessary Geo ki Engineers Casing, 2- inch - diameter Pipe (set on plate, not fastened) Coupling Welded to Plate Settlement Plate, 16" x 16" x 1/4" NOTES: 1. Install settlement plates on firm ground or on sand pads if needed for stability. Take initial reading on top of rod and at adjacent ground level prior to placement of any fill. 2. For ease in handling, rod and casing are usually installed in 5 -foot sections. As fill progresses, couplings are used to install additional lengths. Continuity is maintained by reading the top of the measurement rod, then immediately adding the new section and reading the top of the added rod. Both readings are recorded. 3. Record the elevation of the top of the measurement rod at the recommended time intervals. Record the elevation of the adjacent fill surface every time a measurement is taken. 4. Record the elevation of the top of the measurement rod to the nearest 0.01 foot, or 0.005 foot, if possible. Record the fill elevation to the nearest 0.1 foot. 5. The elevations should be referenced to a temporary benchmark located on stable ground at least 100 feet from the area being filled. FIGURE 4 SETTLEMENT PLATE DETAIL :NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. APPENDIX FIELD EXPLORATIONS AND LABORATORY TESTING FIELD EXPLORATIONS Subsurface conditions within the addition areas were explored by drilling two borings at the approximate locations shown in Figure 2. The.boring locations were determined by taping from various surface features. Elevations at the boring locations (B -1 and B -2) were determined by hand level survey from existing manholes that are shown on a site plan provided by CNA 1 Companies. The boring locations and elevations should be considered accurate only to the degree implied by the methods used. V The borings were drilled to depths of 46% and 116% feet each using truck- mounted, hollow- stem auger drilling equipment. A member of our engineering geology staff classified the soils ( ' . encountered, observed and recorded ground water conditions, obtained relatively undisturbed and ui O disturbed samples of the soils, and prepared a detailed log of each boring. Soils were classified in 44 general accordance with the system described in Figure A -1. A key to the boring log symbols is w D presented in Figure A -2. Logs of the borings are presented in Figures A -3 and A-4. The logs w reflect our interpretation of the field logs and the results of laboratory evaluation and testing of z soil samples. Oi Samples of the soils were obtained from the borings using a heavy -duty, split - barrel sampler 2 � ' with brass liner rings. The samples were retained in the liner rings and double - sealed to prevent v w 'O moisture loss. The sampler was driven into undisturbed soil with a hammer weighing 300 pounds 0 �— and falling a vertical distance of about 30 inches. The number of blows required to drive the v sampler the final 12 inches or other specified distance is indicated above the corresponding 4.0 sample notations on the boring Logs. Ii N C.) LABORATORY TESTING 0 Samples obtained from the borings were reexamined in our geotechnical laboratory and selected samples were tested to determine moisture and dry density characteristics. Results of the • moisture and dry density tests are presented on the boring logs. GeoEngineers A -1 File No. 7699 - 001 -00- 11301102799 SOIL CLASSIFICATION SYSTEM MAJOR DIVISIONS COARSE GRAINED SOILS More Than 60% Retained on No. 200 Sieve FINE GRAINED SOILS More Than 60% Passes No. 200 Sieve GRAVEL Mors Than 60% of Coarse Fraction Retained on No. 4 Sieve SAND More Than 60% of Coarse Fraction Paces No. 4 Sieve SILT AND CLAY Uquid Umh Less Than 60 SILT AND CLAY Liquid Umit 60 or More • CLEAN GRAVEL GRAVEL WITH FINES CLEAN SAND SAND WITH FINES INORGANIC ORGANIC INORGANIC ORGANIC HIGHLY ORGANIC SOILS " fit� Geo Engineers GROUP SYMBOL GW GP GM GC SW SP SM SC ML CL OL MH • CH OH PT GROUP NAME WELL - GRADED GRAVEL, FINE TO COARSE GRAVEL POORLY - GRADED GRAVEL SILTY GRAVEL CLAYEY GRAVEL WELL - GRADED SAND, FINE TO COARSE SAND POORLY - GRADED SAND SILTY SAND CLAYEY SAND SILT CLAY ORGANIC SILT, ORGANIC CLAY SILT OF HIGH PLASTICITY, ELASTIC SILT CLAY OF HIGH PLASTICITY, FAT CLAY ORGANIC CLAY, ORGANIC SILT PEAT NOTES: 1. Field classification Is based on visual examination of soil in general accordance with ASTM D2488.90. 2. Soil classification using laboratory tests Is in general accordance with ASTM D2487 -90. 3. Descriptions of soil density or consistency are based on interpretation of blow count data, visual appearance of soils, and/or test data. ' SOIL MOSTURE MODIFIERS: Dry - Absence of moisture, dusty, dry to the touch Moist - Damp, but no visible water Wet - Visible free water or saturated, usually soil is obtained from below water table SOIL CLASSIFICATION SYSTEM FIGURE A -1 f : \soila -l.doc " N � W W 0 } ' LL H . Z o 0 co H; W W; V I 111 Z ; 0 ,Z' LABORATORY TESTS AL CP CS DS GS %F HA SK SM MD SP TX UC CA Atterberg Limits Compaction Consolidation Direct shear Grain size Percent fines Hydrometer Analysis Permeability Moisture Content Moisture and density Swelling pressure Triaxial compression Unconfined compression Chemical analysis BLOW COUNT /SAMPLE DATA: Blows required to drive a 2.4 -inch I.D. split- barrel sampler 12 inches or other indicated distances using a 300 -pound hammer falling 30 inches. Blows required to drive a 1.5 -inch I.D. (SPT) split- barrel sampler 12 inches or other indicated distances using a 140 -pound hammer falling 30 inches. "P" indicates sampler pushed with weight of hammer or against weight of drill rig. Geo % /4g O Engineers MEW SOIL GRAPH: S M Soil Group Symbol (See Note 2) Distinct Contact Between Soil Strata Gradual or Approximate Location of Change Between Soil Strata Water Level Bottom of Boring 22 II Location of relatively undisturbed sample ► 12 ® Location of disturbed sample 17 0 Location of sampling attempt with no recovery 10 0 Location of sample obtained in general accordance with Standard Penetration Test (ASTM D -1586) procedures 26 m Location of SPT sampling attempt with no recovery ® Location of grab sample NOTES: 1. The reader must refer to the discussion in the report text, the Key to Boring Log Symbols and the exploration logs for a proper understanding of subsurface conditions. 2. Soil classification system is summarized in Figure A -1. KEY TO BORING LOG SYMBOLS FIGURE A -2 rn ILI IL. .a z �'' o 0 H u i V 0 Z MI CO: 0 8 m j n 8 0 0, Project Job Number .Mustang L.L.C. Building.Addition 7699- 001 -00 Date Drilled -ample Method Total Depth (ft) 10 20 25 0 0 30— 35--. od Mud Rotary 1 100 100 89 94 100 100 89 0 E N 01 02 03 04 05 06 07 m 56 55 13 12 4 5 14 h ■ ■ ■ ■ ■ 3.25 -inch D&M .c . 09127199 46.5 E co N N SUl) ML SM ML SM ✓ SP -SM Logged By Note: See Figure A-2 for explanation of symbols Equipment Mobile B-61 Hammer Data Geo O Engineers Elevation (ft) 22 Sod zone, 4 inches thick �— - Light gray sandy silt with occasional fine to coarse gravel (hard, moist) (fill) Light brown silty fine to coarse sand with occasional fine to coarse gravel (medium dense, moist) (fill) Light gray silt with silty fine sand pockets and orange mottling (still; moist) (alluvium) Gray silt (soft, wet) (alluvium) SJW 300 -Ib. auto-hammer, 30" drop Material Description Gray silty fine sand (loose, wet) (alluvium) Dark gray to black fine to medium sand with silt (medium dense, wet) (alluvium) Drill Bit Location Tukwila, WA Contractor _Holocene Drilling X- coordinate: Y- coordinate: Datum: System: FIGURE A -3 13 29 4 27 28 121 93 75 97 96 LOG OF BORING B -1 Not Determined Not Determined Not Determined Not Determined Other Tests And Notes 0 — 10 — 15 —20 —25 —30 x-35 Project Mustang L.L.C. Building Addition 35 40— 45— WIN _ Boring completed at 46.5 feet on 09/27/99 Ground water observed at 18.5 feet during drilling IMMO MVO MEM g t gray si t with woo • fragments (so ' wet) lanation of symbols Material Description ( luvium) - Dark gray to black fine to medium sand with a trace of silt (medium dense, wet) (alluvium) IMO • OMNI MEW N NE 65- 70— 75— z i g o U E r cc , E . y * co m cp 94 83 100 08 09 10 3 13 16 • W c to SP Note: See Figure A-2 for exp Geo O En peers Job Number 7699 - 001 -00 Location . Tukwila, WA O Vt 50 69 Other Tests And Notes —35 — 40 — 45 —50 —55 —60 —65 —70 —75 LOG OF BORING B -1 (Continued) FIGURE A -3 Project Mustang L.L.C. Building Addition Date Drilled 09/27 -28/99 Drill ethod ample Method Total Depth (ft) 115 5— 10— 20— 0 to SOD ML SM ML ML SP -SM J ML 25- 30- 35b 100 1 89 94 94 100 100 89 2 3 4 5 6 7 48 52 � (9 • • • l Note: See Figu Mud Rotary 3.25 -inch D&M - Trace of organic matter in Sample 4 re A -2 for explanation of symbols Geo %.,, Engineers Logged By Job Number 7699 - 001 -00 SJW Equipment ' Mobile B -61 Hammer Data 300 -Ib. auto - hammer, 30" drop Elevation (ft) 22 Material Description — .Sod zone 4 inches thick - Gray silt interbedded with silty Tine sand with occasional gravel (hard, moist) (fill) Gray silty fine to coarse sand with occasional fine to — coarse gravel (very dense, moist) (fill) _ Gray silt with interbedded silty fine sand layers (medium ' still; wet) (alluvium) Grades to soft below 20 feet - Gray non - plastic silt with fine sand (soft, wet) (alluvium) ISM IMO - Dark gray to black fine sand with silt (loose, wet) (alluvium) Dark gray sandy silt (soft, wet) (alluvium) Location Tukwila, WA Contractor Holocene Drilling Drill Bit X- coordinate: Y - coordinate: D atum: System: Not Determined Not Determined 0 11 30 44 47 40 28 121 93 70 82 96 Not Determined Not Determined Other Tests And Notes H W LL —o —10 —15 —20 —25 —30 •-35 LOG OF BORING B -2 FIGURE A-4 N W Q u. a; CO O z �', L O 0 , W Lu M p , 0 N' of W Wi 11 Z w — 0 Z Project Mustang L.L.C. Building Adoption ►- w 35 55— J • - 65— 70— 75— 94 94 89 100 11 100 94 100 100 8 9 1 0 12 13 14 15 5 6 IN • 7 • 20 • 9 • 11 In 3 • 2 • J SP Note: See Figure A -2 for explanation of symbols Geo i Engineers Job Number 7699 - 001 -00 . Location Material Description Dark gray to black fine to medium sand with a trace of silt (loose, wet) (alluvium) OMNI NIP _ 3- inch -thick lens of gray silt with sand in Sample 11 _ Gray silt with fine sand (stilt wet) (alluvium) NEB Dark gray laminated silt with a trace off= sand (soft to very soft, wet) (alluvium) Grades to light gray in color below 75 feet - es 2 35 22 35 32 40 42 Tukwila, WA 0 84 102 84 90 79 78 Other Tests And Notes Lr iz —35 — 40 —45 — 5 0 — 60 — 65 —70 —75 LOG OF BORING B -2 (Continued) FIGURE A-4 1 n cs 2 0 1 Project Mustang L.L.C. Building Addition 85— 100 105 110— 115- SM Note: See Figure A-2 for explanation of symbols Geo % ,Eng Job Number 7699 - 001 -00 Material Description Gray silt (very soft, wet) (alluvium) Dark gray silt (medium stiff wet) (alluvium) Increasing fine sand content below 100 feet Gray sandy silt (medium stiff; wet) (alluvium) Gray silty fine sand with shell and wood fragments (medium dense, wet) (marine deposits) Sample 24 disturbed due to heave Boring completed at 116.5 feet on 09t28/99 Ground water observed at 8.5 feet during drilling Location 3 FIGURE A-4 N • !C n 2 43 78 42 49 5Q 5 48 31 Tukwila, WA 75 70 71 68 74 87 84 LOG OF BORING B -2 (Continued) Other Tests And Notes — 80 — 85 —100 —105 —110 —115 TECHNICAL INFORMATION REPORT CIVIL ENGINEERIN JUL LE 11 1 7 2000 'rIIDDLETON CNA Architecture 777 - 108th Avenue N.E., Suite 400 Bellevue, WA 98004 -5118 22b Fatigue Technology, Inc. 401 Andover Park East Tukwila, Washington Prepared for: July 7, 2000 Our Job No. 7256 CIT OF TUKWILA JUL 1 1 2000 PERMIT CENTER , ENVIRONMENTAL SERVICES 18215 72ND AVENUE SOUTH, KENT, WA 98032 • (425) 251 -6222 • (425) 251 -8782 FAX www.barghausen.com TABLE, OF CONTENTS PAGE 1.0 PROJECT OVERVIEW • 1 2.0 EXISTING CONDITIONS SUMMARY 1 PROPOSED, CONDITIONS SUMMARY 1 ANALYSIS OF THE EIGHT CORE REQUIREMENTS OF THE KING COUNTY SURFACE WATER DESIGN MANUAL 2 SPECIAL ANALYSIS OF SPECIAL REQUIREMENTS 3 1.0 OVERVIEW 2.0 EXISTING CONDITIONS SUMMARY 3.0 PROPOSED CONDITIONS SUMMARY The proposed project is located within a portion of the Southeast quarter of the Northeast quarter of Section 26, Township 23 North, Range 4 East, Willamette Meridian, City of Tukwila, King County, Washington. More specifically, the site is located at the southwest corner of the intersection of Treck Drive and Andover Park East. The proposed project is to construct additional space along the existing building. The site is currently developed and consists chiefly of impervious surfaces of asphaltic pavements, the existing structure, as well as associated parking areas, drive lanes, landscaped areas, and utilities. Drainage on site is collected by a series of catch basins and tightlines located throughout the subject property. The runoff is then conveyed to the southeast comer of the site and discharges to the existing storm drainage system along Andover Park East. The water then tums in a southerly direction and continues to the south along the western side of Andover Park East through a series of catch basins and 24 -inch storm drains, for approximately 2,000 feet where it then intersects at the intersection of Minider Boulevard and Andover Park East. At this point, the drainage collects within an existing open channel/culvert system located along Minkler Boulevard. The water is conveyed into this open channel system via a 36 -inch concrete pipe. The open channel is approximately 6 feet wide with 3:1 side slopes. The side slopes are heavily vegetated and the open channel is approximately 10 to 12 feet deep. The flow then continues in an easterly direction for approximately 600 feet where it then is conveyed into a Regional Detention Facility. There is approximately 68,226 square feet of existing impervious are subject to vehicular use. The project proposes to add 37,545 square feet of new impervious area subject to vehicular use. In addition, 21,498 square feet of existing impervious surface subject to vehicular use will remain. Therefore, there is 9,183 square feet less of proposed impervious surface subject to vehicular use than currently exists. Within the proposed conditions an additional 31,500 square feet acre of impervious area of building addition will be added, along with additional storm drainage detention improvements. Flow control will be according to the 1998 King County Surface Water Design Manual (KCSWDM) and City of Tukwila standards. More specifically, we will be providing Level 1 Flow Control for additional impervious area. We also propose to provide water quality for the existing storm drainage on site. Specifically, it is proposed to add a new coalescing plate oil/water separator. -1- 7256.001 [BHE/mmrss] CG W'. O ; to tu LL ui 0 ' , u. = Z O ; Li! uj U o 0 1-- x 0 al co 0 ` • 4.0 ANALYSIS OF THE EIGHT CORE REQUIREMENTS OF THE KCSWDM Core Requirement No. 1- Discharge at the Natural Location. The discharge from the proposed project site must occur at the natural location. Response: This project will not divert runoff from the current drainage pattern and will discharge at the natural location within the existing 12 -inch storm drain running east underneath Andoverpark East. Core Requirement No. 2 - Off siteAnalysis. All proposed projects must ident the upstream tributary drainage area perform a downstream analysis. Levels of analysis required depend on the problems identified or predicted. At a minimum, a Level 1 Analysis must be submitted with the initial permit. Response: Based on field reconnaissance it appears the site receives little or no upstream drainage from the surrounding areas. On -site hydraulic conditions, as well as the downstream analysis, are discussed within Section 2.0 and Section 3.0 of this report. Core Requirement No. 3 - Runoff Control. Proposed projects must provide runoff control to limit the developed conditions, peak rate of runoff to the predevelopment peak rates for specific design storm events based on the runofffrom defined existing site conditions and installed biofiltration measures. Response: This project proposes to provide a Level 1 Flow Control for the additional impervious area added, as well as providing water quality through a coalescing plate oil/water separator to the existing storm drainage facilities on site. Core Requirement No. 4 - Conveyance System. All conveyance systems for the proposed projects must be analyzed, designed, and constructed for existing tributary off -site runoffand develop on -site runoff from the proposed project. Response: A conveyance system design and analysis will be completed based on King County and City of Tukwila standards during preparation of the final construction plans. Core Requirement No. S - Temporary Erosion and Sedimentation Control. All projects that require engineered drainage plans shall provide temporary erosion and sedimentation control measures that minimize the transport of sediment to drainage facilities, water resources, and adjacent properties. Response: A temporary erosion and sedimentation control plan will be provided with the design of this project to minimize the transport of sediment to off -site drainage facilities, water resources, and adjacent properties. Core Requirement No. 6 - Maintenance and Operation. Maintenance of all drainage facilities constructed or modified by a proposed project is the responsibility of the property owner (see maintenance requirements for privately maintained drainage facilities in Appendix A2 except King -2- 7256.004 UHrssl County may assume maintenance of drainage facilities constructed for formal plat subdivisions, planned unit developments, and some short plat subdivisions two years after construction approval. Response: A maintenance and operations plan will be provided with the final design review of this project. Core Requirement No. 7 - Bonds and Liability. g All drainage f acilities for proposed projects ' (except Z P P osed drainage stub out connections, downspout roof drain infiltrations systems, and downspout dispersion w , systems for single-family residential lots) must be constructed in conformance with the bond and Ce 2' liability requirements of King County's Code 9.04.100. N 1 N to Response: This project will be constructed in conformance with the bond and liability requirements of King County Code 9.04.100. Core Requirement No. 8- All proposed projects, including redevelopment projects, must provide water 2 quality facilities to treat the runo ff from new and/or pollution generating pervious surfaces and g pollution generating pervious surfaces. This is to require an efficient cost - effective level of water j ± : quality treatment tailored to the sensitivities and resource protection needs of the downstream d' receiving water to it's project site drains, or in the case of infiltration, protection of the receiving _ groundwater system. Response: Within the development we have proposed a coalescing plate oil/water separator to provide 2 j! water quality to the existing storm drainage system. 8 o' O N O F-G 5.0 SPECIAL ANALYSIS OF SPECIAL REQUIREMENTS ( Special Requirement No. 1- Other Adopted Areas Specific Requirements. Z U N Response: The proposed project is not located within an area specific area. Consequently, Special p Requirement No. 1 does not apply. Special Requirement No. 2 - Floodplain/Floodway Delineation. Response: The proposed project is not located with a 100 -year floodplain, as noted in the FEMA Map located within this report. Consequently, Special Requirement No. 2 does not apply. Special Requirement No. 3 - Flood Protection Facilities. Response: As noted in the response to Special Requirement No. 2, the proposed site is not located within a 100 -year floodplain. Consequently, Special Requirement No. 3 does not apply. -3- 7256.004 UHrss] f • Specialreme4- Source Contro Response: The proposed project will be providing water quality source controls in accordance with the King County Stormwater Pollution Control Manual and the King County Code 9.12. Special Requirement No. 5 - Oil Control. Response: The proposed project does not meet the requirements of a "high use," site as noted in Section 1.3.5 of the KCSWDM. Consequently, Special Requirement No. 5 does not apply. -4- 7256.004 [Hrssl • ~� r Retention/Detention Facility Type of Facility: Detention Tank Tank Diameter: 3.00 ft Tank Length: 466. ft Effective Storage Depth: 3.00 ft Stage 0 Elevation: 100,00 ft Storage \blozms: 3222. cu. ft Riser Head: 3.00 ft Riser Diameter: 12.00 inches Number of orifices: 2 Full Head Pipe Orifice # Height Diameter Discharge Diameter (ft) (in) (CFS) (in) 1 0'00 1.43 0.096 2 2.00 0.51 0'007 4.0 Top Notch Weir: None Outflow Rating Curve: None Stage Elevation Storage Discharge Percolation (ft) (ft) (cu. ft) (ac-ft) (cfs) (cfs) 0.00 100'00 0. 0.000 0.000 0.00 ' . ` Q�O 1 100,01 ` 1. 0.000 0'007 0.00 0.03 100.03 G. 0.000 0.010 0.00 / 100'04 B. 0.000 0.012 0.00 0.06 100.06 15. 0.000 0.014 0.00 0.07 100.07 19. 0.000 0.015 0'00 0.09 100,09 38. 0.001 0.017 0.00 0,10 100.10 33. 0.001 0.018 0.00 0 100'12 43. 0.001 0.019 0.00 0.23 I00'23 106. 0.002 0.026 0.00 0.32 100'32 184. 0'004 0.031 0.00 0.42 100'43 274. 0.006 0'036 0.00 0,53 100.53 374, 0.009 0'040 0.00 0.62 100'62 481, 0.011 0.044 0.00 0.73 100.73 595. 0'014 0.047 0.00 '0.82 100,83 714. 0'016 0,050 0.00 0.92 100'92 838. 0.019 0,053 0.00 1.02 101.02 966. 0,022 0,056 0.00 1.12 101.12 1097. 0,025 0,059 0'00 1.22 101.22 1230. 0.028. 0.061 0.00 ' .1.32 101.32 1365. 0.031 0.064 0.00 1.42 101.42 1503. 0,034 0'066 0.00 1.52 101.53 1638. 0'038 0.068 0,00 1.62 101'63 1775' 0.041 0,071 0.00 1.72 101,72 1911. 0'044 0.073 0,00 1.82 101.83 2045. 0.047 0'075 0.00 1.92 101'93 2178' 0.050 0,077 0.00 2,00 102'00 2282. 0.053 0,078 0.00 2.01 102.01 3295, 0.053 0,079 0,00 3.02 103'03 2308. 0.053 0.080 0.00 2.03 103'03 3320. 0.053 0.080 0.00 2.04 103'04 2333. 0,054 0.081 0,00 2.05 103.05 2346. 0.054 0'081 0.00 LZO'0 '£8TT 820'0 '£ZZT 960'0 'E661 090'0 'Z6SZ L90'0 '6£6Z 6L0'0 'TZZ£ 6L0'0 'ZZZE 6L0'0 'ZZZ£ (q3 -av) (43 -n0) aftaogS 8T'TOT 81'T 90'0 * * * * * ** TZ'TOT TZ'T 90'0 * * * * * ** 8L'TOT 8L'T L0'0 80'0 SZ'ZOT SZ'Z 60'0 * * * * * ** LS'ZOT LS'Z 60'0 * * * * * ** 00'£OT 00'£ WO WO 00'E0T 00'E ZT'0 LO'£OT LO'£ Z£'0 naTS afielS 3 I D Xeed MoUln0 MoT;uI 9t'0 81'0 ZZ'0 ZZ'0 8T'0 LZ'0 * * * * * ** 61'0 * * * * * ** SE'0 �a8.zes 00'0 086'S 6L0'0 'ZZZE 00'S01 00'S 00'0 0S£'S VLO'0 'ZZZ£ 06'60T 06'6 00'0 OTZ'S 6L0'0 'ZZZ£ 08'VOT 08'6 00'0 090'S 6L0'0 'ZZZ£ 0L'60T OL'6 00'0 0T6'' VLO'0 'ZZZ£ 09'601 09'6 00'0 09L'6 VLO'0 ZZZ£ 0S'60T OS'6 00'0 009'6 'L0'0 ZZZ£ 06'VOT OV'' 00'0 066'6 'L0'0 ZZZ£ 0£'60T 0£'6 00'0 OLZ'6 6L0'0 'ZZZ£ OZ'fii0I OZ'b' 00'0 060'6 6L0'0 'ZZZ£ OT'601 OT'6 00'0 006'£ 6L0'0 'ZZZE 00'VOT 00'6 00'0 OTL'£ 'L0'0 'ZZZ£ 06'£OT 06' £ 00'0 00S'E 6L0'0 'ZZZ£ 08'£OT 08'E 00'0 08Z'E 6L0'0 'ZZZ£ OL'£OT 0L'E 00'0 060'E 6L0'0 'ZZZ£ 09'E01 09'£ 00'0 06L'Z 6L0'0 'ZZZ£ OS'EOT OS'E 00'0 00S'Z 6L0'0 'ZZZ£ 06'£01 06'E 00'0 OTL'T 6L0'0 'ZZZE OE'£OT OE'E 00'0 8L6'0 'L0'0 'ZZZ£ OZ'E0T OZ'E 00'0 £T6'0 6L0'0 'ZZZ£ OT'EOT OT'E 00'0 £OT'0 'L0'0" 'ZZZ£ 00'E01 00'E 00'0 Z0T'0 6L0'0 'OTZE S6'ZOT S6'Z 00'0 OOT'0 £L0'0 'Z9TE S8'Z0t S8'Z 00'0 860'0 TLO'0 '660E SL'ZOT SL'Z 00'0 960'0 690'0 'ZTO£ S9'ZOT S9'Z 00'0 V60'0 L90'0 '6T6Z SS'ZOT SS'Z 00'0 T60'0 S90'0 'LTBZ St NT S6'Z 00'0 680'0 Z90'0 '80LZ SE'ZOT S£'Z 00'0 L80'0 090'0 'Z6SZ SZ'Z0T SZ'Z 00'0 680'0 LS0'0 'TL6Z St'Z0T ST'Z V Flow Frequency Analysis V rum) Time Series File:7256-postdev.tsf Project Location:Sea-Tac t ---Annual Peak Flow Rates--- Flow Rate Rank Time of Peak (CFS) 0.179 7 2/09/01 2:00 0.158 8 1/05/02 16:00 0. 3 12/08/02 18:00 0.184 6 8/26/04 2:00 0.219 4 10/28/04 16:00 0.192 5 1/18/06 16:00 0.268 2 10/26/06 0:00 0.349 1 1/09/08 6:00 Computed Peaks Flow Frequency Analysis - - Peaks - - Rank Return Prob (CFS) 0.349 0.268 0.219 0.219 0.192 0.184 0.179 0.158 0.322 Period 1 100.00 0.990 2 25.00 0.960 3 10.000.900 4 5.00 0.800 5 3.00 0.667 6 2.00 0.500 7 1.30 0.231 8 1.10 0.091 50.00 0.980 Flow Frequency Analysis Time Series File :7256 - predev.tsf Project Location:Sea -Tac - -- Annual Peak Flow Rates-- - Flow Rate Rank Time of Peak (CFS) 0.098 4 2/09/01 2:00 0.069 7 1/05/02 16:00 0.120___..2..._..2 /27/03 7:00 0.062 8 8/26/04 2:00 0.078 6 10/28/04 16:00 0.103 3 1/18/06 16:00 0.096 5 11/24/06 3:00 0.211 1 1/09/08 6:00 Computed Peaks Flow Frequency Analysis - - Peaks (CFS) 0.211 0.120 0.103 0.098 0.096 0.078 0.069 0.062 0.181 - - Rank Return Prob Period 1 100.00 0.990 2 25.00 0.960 - -3 - -- 10.00 0.900 4 5.00 0.800 5 3.00 0.667 6 2.00 0.500 7 1.30 0.231 8 1.10 0.091 50.00 0.980 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. •19.74 P.R found Tod 56 A13 ;RREMENT P" EXISTING CONDITIONS MAP ' A W I CR M 1 V44.7.1. 11 4 ' '''' '''' ''''' ""L° sartnec oid.wr ' o rviNti WM ITtrr ' I „ ., , . .. L24 PARKINS STALLS / . ..r ' • . I I ! ', ; 1 1 .1 — 1 1 . .1.--^1 '. 71 ,... . . , ,.. . ,.: :: 1 ::: -..... -.- l'a. ; 1 . - •", ,.. . 1 ' kt * ..I., R . ,-,...:‘, -L-R,.. A A 1( N 0 ‘R ;. I ;'. ZutuTino . • : .: ' ' (-:-.•;-, • 2. • ' - . • ' :.0 • .. ,, 7 1, :, ,, . ''..,&„......,..• = , ,,•,.#.. \',.,, .:, i - - •• • '....-. . :,',' .. ."'N,', • ', RW' ' .....-.... . . , 40' , 4 ' ' . .• ." ' 0,= '-.2- . . - -.-. ( VI * ZDTs i ti ' .'.. „ .. i k. ' ,. -' :•: -.• ::.. / 1 „ , , . ., . . ri! I, (2RPT VALVES (2)17S7 VALVLS 1! I / r .: -,-- - .7 ;.. ..o WATERVALVE. , .... ................................................................................... SSW PI4.21.al 12' 14.11 !1 6. 12.1.1 IC 0' 2.11.21 IC IY 5•1451 .11 J ,� � �• L /y11 LII IK fQIL (3)IO12IR 14111.11 12 /OWRO 20515 {: .t - (2)1251` VALVES EXISTING CONDITIONS MAP V W * 0 0 Z 1 a 1 O 15 554 P60.21.63 / It 12' 41. 9.99 / IC 12 5.1203 30 MI PIN SCALE: 1.30' 60, 1'. i 570104 :1; I E I ter', 1 F P. to e qr • 486.50 POST DEVELOPED CONDITIONS MAP •,'"" it 6' I • 17.4t :I. 1216 II 11 II k 1. a' w ',7■11 POST DEVELOPED CONDITIONS MAP 3 b, 1,9■ irf , '1 . : 1 1 1 1 .--; , ' r' ., : t■i 1., .,',1" / l'" • ,,, I , it,' ,,....._______.. ....I ,... l 3....- ...,-,....,_, t - -e— .....1 ,. , ,, ° ° e ' / t--- - --. ---.:,--i-:::',.. Y 1 • --- .. -- .r.i:r.:., - Lr ______ : - .4 . 3. 3 , ,.... ___ ..,:h.,. t io 1.0 1 . S Y:. I I ' . 50 PROPOSED BUILDING ADDMON FF-26.51 ,/ / Or If. 40 //. It • 71 11 7 5 2 ;. 3 A NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. ) SOIL SURVEY King County Area Washington . ORGINAL • UNITED STATES DEPARTMENT OF AGRICULTURE Soil Conservation Service in cooperation with WASHINGTON AGRICULTURAL EXPERIMENT STATION ' Issued November 1973 V . N 8 N W ' W 0 LL Q CO • o�. ant 3 p 10 N' o1-; ' :0 Acreage and extent, table 1, page 9. Engineering uses of the soils, tables 2 and 3, pages 36 through SS. GUIDE TO MAPPING UNITS ors=ful1 =de c�ripf v a sapping tit, read both the description of the mapping unit and that of the soil serl,t�w�to which the mapping , nit belongs. See table 6, page 70, for descriptions of woodland groups. Other a'Uen is given in tables as follows: B Aidezwood __._._ . C udezwood gravelly sandy loam, 0 to 6 percent slopes---- ---- -- 10 IVe -2 76 . 3d2 gravelly sandy loam, 6 to 15 percent slopes R Aldezwood gravelly sandy loam, 15 to 30 percent slpes 10 VIe -2 76 3dl F Aldeawood and titsap soils, very steep -- 78 2d1 I 'mats, Aldezwood material, 0 to 6 percent sieges �� -- 10 10 lV VI- 78 3d C 'aunts, Aldezwood material, 6 to 15 - e - 76 3d2 Aunts, Everett material 1.1 pest slopes i/-- - = -� -- 10 lye_2 76 3d2 Beausite gravelly sandy loam, 6 to 15 portent slopes----- -- 11 IVs -2 77 76 3f3 � y-- -� - -_- 12 ) $eaasite gravelly sandy loan, 15 to 30 p � " 11 V Ve-2 78 3d Bea�site gravelly sandy loam, 40 to 75 P ercent slopes 78 3d1 Bellingham silt loam- 0 12 VIIe-1 78 3d1 briScot silt loan -- 12 IIiw -2 76 3w2 Buckley silt loss- - - - - -.. 13 IIIw22 6 3w1 Coastal beaches 13 VIIIw -1 4w1 a'lmont• silt loam- 78 _-- . E BdDewick fine sandy loam- 14 Ilw-2 7S 3w2 Everett gravelly sandy loan, 0 to S 15 IIiw -1 7S 2o1 percent slopes------ - --- -- 15 IVs -1 77 30 Everett gravelly sandy loco, 5 to 15. percent slopes---- - --- - -- 16 VIs - 78 3f3 + Everett gravelly sandy loam, 15 to 30 percent slopes 16 Vle -1 77 3f2 8ver+ett-Aldezwood gravelly sandy looks, 6 to 15 percent ?a loamy fine sand, 0 to 4 percent slopes 16 VIs -1 78 3f3 :nwmola loamy fine sand, 4 to 15 percent slopes----* 17 IVs-2 16 77 4 s3 Indianola loamy fine sand, 15 to 30 percent si 76 4s3 Eitsap silt loam, 2 to 8 percent slopes ---- �� - -�- 17 Merl 76 4s2 17 III -1i 76 Kitsap silt loam, 8 to 15 ? d2 Eitsap silt loam, 1S to 30 percent slopes 18 e - 76 2 VIe-2 d1 78 2d1 Klaus gravelly loamy sand, 6 to 15 percent slopes 18 VIs -1 Nixed alluvial land 78 2o1 Menton vvetyy gravelly loamy sand, 2 to 15 percent slopes 19 78 201 Newberg silt loam VIs -1 No 19 IIw -1 74 78 3f3 201 oksack silt loan - Norma sandy loam- 2 0 IIw-1 74 2o1 Oseas 20 IIIw -3 .96 3w2 OridiaBsilt loam- 21 VIIIw -1 78 - -- Ovall gravelly loo, 0 to 1S 21 I 75 3w1 Ovall ; gravelly loam,' 15 to 25��ent slopes 22 IVs -2 76 3d1 percent slopes Ovall gravelly loam, 40 to 75 percent slopes 23 VIe-2 78 3d1 Pilchuck loamy fine sand s 23 VIXe- Ie -1 78 3d1 Pilohuck fine sandy loam- 23 I w 78 2s1 Puget silty clay loam- 24 III 7 3w2 Puyallup fine sandy loam 24 IIw -1 Ragnar fine sandy loam, 6 to 15 percent slopes 25 74 2o1 Ragnar fine sandy loam, 15 to 25 percent slopes 26 IVs - .77 4:1 Ragnar- Indianola association, sloping: 1/ Vle -2 78 4s1 Ragnar soil- — 26 -- ___ Indianola soil -- IVs -3 77 4s1 Ragnar- Indianola association, moderately steep: 1/ 26 IVs -2 77 4s3 Ragnar soil -- ___ Indianola soil -- VIe-2 78 4s1 VIe -1 77 4s2 Town and country planning, table 4, page 57. Recreational uses, table 5, page 64. Estimated yields, table 7, page 79. Described Capability unit • •••• gnu group unit on page Symbol Page Symbol_ _._ U. S. GOVERNMENT PRINTING OFFI(F • i.?. n Jo,. ... y ___ —GUIDE O_.MMeIN_G1831TS -- Continued ierm) Renton silt loam- 26 Rivetvash- r 27 t said silt loan 27 Saanadsh silt loan- 27 Seattle muck 28 Shalcar suck 29 - 29 '. Sncbonish` silt loan -- 3 Snd daub silt loan, thick surface variant 31 zr Sultan silt loan- -- 31 d+ 7Ukwila muck - 32 Mbar land- -* - --- -- 33 Woodinville silt loan- 33 Mapping unit 1 Described on page Symbol IIIw -1 VIIIw -1 IIw -1 IIw -2 IIw -3 IIw -3 IIw -1 - IPM -2 IIw -2 IIw -1 IIw -3 IIw -2 Woodland Capability unit grow Page 75 78 74 7S 75 75 74 _ 7S .. 7S 74 75 75 Symbol 3wl 201 3w1 201 - 3w2 3w2 3w1 3w2 • ''Ibe composition of these units is wore variable than that of the others in the Area but it has been died well enough to interpret for the expected use of the soils. 11 3 3 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. DCIENGINEERS D'AMATO CONVERSANO INC. Prepared for: CNA Architects Fatigue Technology Inc. 401 Andover Park East Tukwila, WA Building Department Permit Comments Response (Shell) Response Letter & Structural Calculations J EXPIRES 10/2/ 0 , August 21, 2000 DCI Engineers Project # 99224 1. Mark D'Amato, P.E. Guy A. Conversano, P.E. Elizabeth A. Jensen, P.E. Roger L. l-leeringt, P.E. Marl, D. Aden, P.E. Harry Jones 11, P.E. RECEIVED I AUG Z 2 2000 I REID MIDDLETON 2821 NOR'I'I WI' WAY • SUITE 200 • BELLEVUE, WA 98004 • PHONE: (425) 827 -2238 • FAX: (425) 827 -8986 (..R p D;.gr Check approvals are, • ppr •'•f .,r any August 21, 2000 Dear Mr. Bringhurst: General DCI'ENGINEERS D'AMATO CONVERSANO INC. Larry R. Bringhurst Senior Plan Reviewer Reid Middleton, Inc. 5895 Jean Road Lake Oswego, OR 97035 Re: Permit Plan Review (Shell)- First Submittal (D2000 -226) Fatigue Technology 2. Expansion Anchors have been included with the items listed under the TESTS AND INSPECTIONS /SPECIAL INSPECTIONS /Special Cases section of the General Structural Notes on Sheet S1.1. 1. Mark D'Amato, P.E. Guy A. Conversano, P.E. Elizabeth A. Jensen, P.E. Roger L. Heeringa, P.E. Mark D. Aden, P.E. Harry Jones 11, P.E. The following is DCI's response to the comments raised in the plan review letter dated August 11, 2000 for the Demo and Shell Submittals of Fatigue Technology. This response applies to the Shell Permit Comments only. Our response to the Demolition Permit Comments was issued on August 16, 2000. Per your conversation with Doug Beck on August 15, 2000, we submitted existing building drawings (with the Demo Permit Comments response) in lieu of translating existing drawing information to our structural drawings. DCI's responses are numbered to correspond with the appropriate number in the review comments. 3. All inspections shall be periodic with exception to masonry inspections, which shall be continuous as specified in the general notes. A note has been included under TESTS AND INSPECTIONS /SPECIAL INSPECTIONS of the General Structural Notes on S1.1. 4. The welding filler metal, E80XX -X, has been added to the CONCRETE REINFORCEMENT /WELDING section of the General Structural Notes on Sheet S1.1. 2821 NORTIIUII' WAY SIIFIE 200 • BELLEVIIIi, WA 98004 • P1IONIi: (425) 827 -2238 • FAX: (425) 827 -8986 La +cis; The reference to "Lap Splice Schedule" under CONCRETE REINFORCEMENT /WELDING section of the General Structural Notes on S1.1 has been revised to reference Sheet S1.2. 6. The addition of "...provided reinforcing bar temperature is above 32 F," has been added to the CONCRETE REINFORCEMENT/FIELD BENDING section of the General Structural Notes on Sheet S1.1. 7. As listed in the General Structural Notes, f',,, requirements are to comply with the "Unit Strength Method." A note has been added to the General Structural Notes clarifying that masonry units are to be tested prior to and during construction. The masonry prism testing listed in the notes under REINFORCED UNIT MASONRY /QUALITY ASSURANCE/Masonry Prism is in addition to the requirements of the code when using the "Unit Strength Method." Therefore, it is not necessary for the prism tests to comply with 2105.3.2 or 2105.3.3. 8. Applies to Demolition Permit Comments Response. Issued August 16, 2000. 9. Applies to Demolition Permit Comments Response. Issued August 16, 2000. 10. Applies to Demolition Permit Comments Response. Issued August 16, 2000. 11. Under STRUCTURAL STEEL/REFERENCE STANDARDS of the General Structural Notes, items (1) -(3) reference AISC and RCSC in their entirety, which cover tension calibration specifications of ASTM A325 bolts. 12. In the section STRUCTURAL STEEL /ANCHORS of the General Structural Notes, a note has been added requiring ICBO approval. Additionally, the epoxy adhesive has been specified. 13. In the section WOOD FRAMING/MATERIALS /Lag Bolts, the reference to "NDS Part 9," has been included in the General Structural Notes on S1.1. 14. "Bridge Crane" has been added to the section SUBMITTALS /DEFERRED SUBMITTALS of the General Structural Notes on Sheet S1.1 15. The bridge crane and roof mechanical unit loading has been added to the section DESIGN REQUIREMENTS/DESIGN LIVE LOADS. 16. The exposure for wind in the DESIGN REQUIREMENTS/ WIND DESIGN of the General Structural Notes on Sheet S1.1 has been revised to exposure "C." 17. The soil type on the General Structural Notes has been revised to "SE" per communication with the geotechnical engineer. Reference the attached communication. m om= wommil See attached transmittals substantiating restrained and unrestrained Active Lateral Pressures as listed in the section SOILS AND FOUNDATIONS/DESIGN SOIL VALUES. 19. A note requiring ICBO approvals on all expansion and epoxy anchors has been included in the section STRUCTURAL STEEL /ANCHORS. 20. The AISC Specification reference section has been revised to "M3" in section STRUCTURAL STEEL /SHOP PAINTING of the General Structural Notes on S1.1. Foundations 21. Applies to Demolition Permit Comments Response. Issued August 16, 2000. 22. Applies to Demolition Permit Comments Response. Issued August 16, 2000. Vertical (D2000 -0226 / First Submittal - Shell) 23. Reference the existing structural drawings, submitted to you on August 16, 2000, which indicate the existing conditions. Drifting snow is typically not a concern in the Tukwila area. Reference the previously submitted (August 16, 2000 with the Demo permit comments response) "white paper" (and associated letter) entitled: "WABO — SEAW White Paper, Snow Load Regulations and Engineering Practices, Washington State." The calculations addressing the mechanical units have been attached. Reference the existing structural drawings (previously submitted) for existing roof framing conditions. Reference detain 0 /S6.2, which illustrates added roof support for the mechanical units. 24. Columns that support bridge crane gravity loads at the south side of the bridge crane, at grid 16, will be designed by the bridge crane manufacturer. A note has been added to the General Structural Notes on S1.1, under the Submittals /Deferred Submittals Section, indicating that the bridge crane column (at grid 16) and bridge crane rail design shall be submitted to DCI for review. Columns at the north side of the bridge crane, at grid 14.1, have been designed by DCI. Reference the enclosed calculations. 25. Vertical crane rail loads are resisted by columns. Lateral crane rail loads are resisted by columns (grid 14.1) or new concrete tilt -up panels (grid 16). Item #24 calculations, enclosed, address the gravity and lateral loads at grid 14.1. Reference the enclosed calculations that illustrate the design of the concrete tilt -up panels (grid 16) to resist crane lateral loads. Foundation design for the crane rail loads has also been included. 26. Reference the attached ICBO report, ER- 2078P, which has a minimum attachment specification of %z" effective diameter arc spot (puddle) weld. Also, reference the attached sheets from Verco, which provide the deck shear capacities. Diaphragm connections requirements are indicated in the General Structural Notes on S1.1. Additional diaphragm/drag connection requirements are illustrated throughout the details. 27. In the section OPEN WEB STEEL JOISTS/REFERENCE STANDARDS, "Division III" has been revised to "Division IX." Lateral (2000 -226 / First Submittal - Shell) 28. Applies to Demolition Permit Comments Response. Issued August 16, 2000. 29. Applies to Demolition Permit Comments Response. Issued August 16, 2000. 30. Applies to Demolition Permit Comments Response. Issued August 16, 2000. 31. Applies to Demolition Permit Comments Response. Issued August 16, 2000. 32. Applies to Demolition Permit Comments Response. Issued August 16, 2000. 33. Applies to Demolition Permit Comments Response. Issued August 16, 2000. 34. Applies to Demolition Permit Comments Response. Issued August 16, 2000. 35. The calculations for the horizontal W10x30 low beam connections along Grids 14.1 and A.9 on Sheet S2.3 have been provided and attached. Reference detail 17/S6.3 for WF beam to TS column connection. Reference detail 12/S6.1 for WF beam to WF column connection. 36. Reference the enclosed calculations that verify the adequacy of the existing tilt -up concrete shear walls. Reference existing drawings previously submitted. South -side Addition: The tilt -up concrete panels resist lateral loads, both at the warehouse portion (grids J.9 to F.1) and the office portion (grids F.1 to A.9). At the warehouse portion, lateral load is transferred directly to the existing concrete panel by means of an angle and epoxy anchors. Reference detail 4/S6.1 for connection r Respectfully, Melissa Miller Project Engineer DCI Engineers requirements. At the office portion, the lateral loads are transferred per details 15/S6.1 (Roof) and 13/S5.1 (Floor). At the roof, the wide flange columns transfer loads in weak axis bending to the horizontal WF beams which in turn transfer the load to the panels. Reference enclosed calculations illustrating capacity of the columns to resist weak axis bending. North -side Addition: Reference DCI's response to item #41, below. Reference previously submitted and attached calculations illustrating capacities of connections. 37. Epoxy dowels have been provided between the new CMU shear walls and the existing tilt -up panels. Reference 20/S3.1 and 9/S3.2 for the wall ties. 38. Reference the enclosed calculations illustrating the adequacy of the existing panels in weak axis bending and the adequacy of the new columns resisting axial and lateral loads. Reference 4/S6.1, 15/S6.1 and 11/S6.3. 39. Reference DCI's response to item #38, above. 40. Reference DCI's response to item #25, above. 41. The forces in the north/south direction on the east side of the building are distributed to the existing panels and to the new north concrete shear wall at grid A.3. Reference enclosed calculations indicating the design of shear transfer from the roof to these shear walls. Reference details 12- 15/S6.2 and 18- 20/S6.2 for details of the shear transfer from roof to the new concrete shear wall (east wall). Reference detail 11/S6.3 for transfer of lateral force from the roof to the existing tilt -up concrete panel (west wall). The concrete piers are not relied upon to resist lateral in weak axis bending. 42. Diaphragm deck shear values have not been indicated on the drawings as indicated in the General Structural Notes. DCI has designed the deck diaphragms and connections for the appropriate loads. Reference the enclosed calculations for the design of diaphragms and drags /chords. The note that deck shear values are indicated on the drawings has been removed from the General Structural Notes. Please call if you have any questions. Cc: Doug Beck, Project Engineer Roger Heeringa, Principal 07/20 '00 1142 ID :F T CROWE & CO Date: 7/20/2000 Attention: Roger Heeringa Company: DCI Structural Engineers Subject: loads Number of pages (including this page): 2 Comments: FAX :12538723458 F. T. CROWE & COMPANY 21229 - 84th AVE. SOUTH KENT, WA 98032 253. 872 -9696 FAX: 253. 872.3468 fax number 1- 425 -827 -8986 The following page is my calculation showing the crane and runway loads going into the building. On the "interior" building wall, we understand that the runway will be supported from corbels on building columns. The loads shown will be the loads at the runway to corbel connection. Next to the exterior wall, the runway will be supported on W8x24 columns which we will provide. The Toads are the loads at the column tops. The intention Is to brace the column tops or the runway tops to the concrete tilt -up wall so that the columns will only see direct vertical loads. At this brace, the wall will see the loads calculated, plus the top half of the column (with applicable seismic multiplier). At the baseplates, the footings will see the vertical load shown, plus the entire column weight. Edward A. Hahn, P.E. TI II - '7M- 7000II 11:AC 17SZAW,ASA ac. PAGE 1 P G 11 0720 '00 11:42 ID:F T CROWE & CO 000610 CUSTOMER, Fatigue Technology ,,JB DESCRIPTION: SUPPORT LOADING ANALYSIS Loading based on crane at support BRIDGE SPAN: 58 ft CLOSEST HOOK APPROACH 1 ft CRANE WEIGHT 9701 lbs, est TROLLEY /HOIST WEIGHT 970 Ibs, est LIVE LOAD 10000 lbs TOTAL: (worst end of crane) PER WHEEL: (Ibs.) SECTION 1632 - Lateral Force on Elements of Structures ... Fp= 4.00a1W Z= • 0.3 Zone I = 1.00 from table 16 -K for Special Occupancy Structures Ca( "Na) = 0.36 from table 16-0 for Seismic Coefficient 4.0 Ca I = 1.44 - seismic factor used below) Use lateral factor of 50% of seismic factor on each runway, no Ilve load applies in seismic cases. vol. LATERAL LOAD (q-7ot+T?� FACTOR PER TRUCK Z CRANE WEIGHT 9701 Ibs 0.720 6985 985 TROLLEY /HOIST WEIGHT 970 lbs 0.720 8 LIVE LOAD 10000 Ibs 0.000 TOTAL: (either end of crane) -, 7g. 3842 lbs PER WHEEL: END TRUCK WHEELBASE: 7 ft 6 RUNWAY SUPPORT SPAN: 30 ft. 0 R =S /B 4.000 M� = MAXIMUM HANGAR LOAD MULTIPLIER = [1 - (1 / (2' R))) 0.8750 MAX. LOAD PER WHEEL ,. k0-‘7) MAXIMUM HANGAR LOAD (Pe RUNWAY: FT. IN. TOT. ft. 30 0 30 SPAN: TOTAL: LOAD FACTORS PER U.B.C. SECTION 1632 (1997) Lateral Factor RUNWAY WEIGHT 2610 Ibs 1.440 MAXIMUM HANGAR LOADS CRANE WT. AND LIVE LOAD ALLOCATED RUNWAY AND RAIL WT. ALLOCATED TOTAL: JUL-20-2000 11:45 12539723459 FAX: 12538723458 Seismlc le g 7 inch. -> 11 inch. -> CONFIGURATION TRUCK ;TOR ACTUAL LOAD 0.5 0.987+ a850 5� 0.967✓ BEAM MISC wt/ft wt/ft 74 3 938. i j 9672.831 2646 �j 15462 /V 7731 ►/ , (without Impact) inch. -> Inch. -> VERT. / 8504 14882 ✓ Ibs. CAP wt/ft 0 VERTICAL / 14881.79 2610✓ 17491 Ibs. PAGE 2 revised: 7/20/2000 11:06:58 703 inches total 23 inches total VERTICA LOAD FACTOR + IMPACT 1.1 5336 • 1.1 1032 1.1 10640 17008 6504 t- (with impact) 90 inches total 360 inches total HORIZ. 3842 ✓ 6723 lbs. RAIL TOTAL WT. wt/ft wt. allocated 10 2610 2610 LOAD / 37513, LATERAL / 6723'• 3758 104T Ibs, P.02 DCIENGINEER D'AMATO CONVERSANO INC. DATE: March 7, 2000 TO: Dan Campbell, GeoEngineers CC: Jeff Jeffers, CNA FROM: Doug Beck PROJECT: Mustang /Fatigue NO. OF PAGES (Including Cover Page): 1 COMMENTS: Dan, JOB #: 99224 I have reviewed your geotechnical report "Report, Geotechnical Engineering Services, Proposed Building Expansion, Mustang L.L.C. Project, 401 Andover Park East, Tukwila, Washington for Fatigue Technologies, Inc.", dated October 27, 1999. We request that you provide, additional information for the foundation design. 1. Retaining walls: Short site retaining walls (approximately 4' -0" high) will be reguired in a few locations. Please provide DCI with lateral earth pressures (restrained and unrestrained), a friction coefficient, and a passive pressure value. Presently, we assume the following values: Unrestrained earth pressure = 35 psf Restrained earth pressure = 50 psf Passive pressure = 300 psf Friction coefficient = 0.35 2. Soil Type: Please provide a 1997 UBC Soil Type for lateral design 3. Slab Subgrade Preparation: The new slab in the new warehouse portion of the building will be designed for a live load of 800 psf. The new slab design is to match the design of the west side of:the existing warehouse slab. Please provide recommendations for slab,grade preparation and slab design at this location. Please give me a call if you have any questions. 'Thank you. FAX #: 425 -861 -6050 fax memo 2821 NORTHUP WAY • SUITE 200 • BELLEVUE, WA 98004 • PHONE (425) 827 -2238 • FAX: (425) 827 -8986 Pages Date Description 2 7/31/00 Fax Transmittal 1� Geo �� Engineers FAX TRANSMITTAL To: DCI Fax Number: (425) 827.8986 Attention: Roger Hecringa Regarding: Mustang Building Addition — Foundation Design JUL -31 -2000 15:58 425 861 6050 Signed: 96% 8410 154` Avenue NB Redmond, WA 98052 Telephone: (425) 861 -6000 Fax: (425) S61 -6050 Date: July 31, 2000 File: 7699 - 001.03 Total Pages: 2 Comments: Roger, per our meeting on July 18, we completed additional analyses to confirm our recommendations provided at that meeting regarding the design of new footings adjacent to the existing building. Footing Location: In our opinion, situating the new footings about 3' /s feet higher in elevation than the existing footings is a good idea. This geometry will actually have less impact on the existing footings than if you placed the new footings at the same elevation or lower than the existing footings. Design Bearing Pressure: Since the new footings will be founded in the newly placed structural fill, several feet above the underlying compressible soils, we recommend a design bearing pressure of 3,000 psf for these footings. Seismic Loading Conditions: For the seismic loading scenario, the allowable bearing pressure can be increased by 75 percent; this is an increase over that recommended in our geoteehnical report. The rationale is that the allowable bearing pressures provided in the geotechnical report arc controlled by the settlement potential of the underlying compressible soils and not the actual bearing capacity of the soils immediately below the footings. Since the compressible soils will not be impacted by the short -terns seismic loads, it is reasonable to increase the bearing pressures used to evaluate the seismic condi ' o Dan Campbel dcampbell@geocngineets.com P.01 R4 (Jul UVJU u .0 Lnulirr.Y.Lo / / � ) .. 062 Settlement: Most of the settlement will likely occur when the dock -high fill and the preload fill are placed immediately adjacent to the existing building. We don't have enough data to from the settlement monitoring program to evaluate this yet, but our initial estimate is that the fill will result in about I' /i inches of settlement along the existing footing line. After the dock high fill is in place and the preload removed, we anticipate the impact from loading of the new footings on the existing footings will be negligible —less than 'h -inch of additional settlement. Please call if you have any questions. We will update you on the results of the settlement monitoring program as the data becomes available. CC: Jeff Jeffers, CNA (425) 828 -9116 Kevin Dooley Fatigue Technologies (206) 431 -2518 JUL -31 -2000 15:58 425 861 6050 Signed: Dan Campbell dcampbell c©geoengincers.eom 96% P.02 5 Pages Date Description 1 6/2/00 Fax Transmittal vo/U /uu rni ua :uo rAA 440 eoi ouou Geo Engineers FAX TRANSMITTAL To: DCI Engineers Fax Number: (425) 827 -8986 Attention: Doug Beck Regarding: Mustang Building Addition / Fatigue Technologies Total Pages: 1 Cornmeal ts: Doug, answers to the geotechnicnl- related questions presented in your fax to GeoEngineets dated March 7, 2000: 1. The lateral earth pressures, passive resistance, and friction coefficient you are currently using are suitable for design of ;:4 =foot high for this project. 2. The subsurface conditions at the site correspond to 1997 tJBC Soil Profile Type Ss 3. The recommendations provided in our 1027/99 report for dock -high fill placement and floor slab support are applicable for the heavier 800 psf floor loading areas, lithe slab will be designed as a beam on an elastic foundation, we recommend a design subgradc modulus of' 60 pci. Increasing the floor loading to 800 psf does create some challenges though. The preload fill in this area would need to be increased from 2% feet to 7 feet to model the higher load, and the higher preload will be more lilcely to impact the existing building. At this point we would still recommend holding the preload back a certain distance from the existing building and monitoring the settlement If the settlement data suggests that fill placement adjacent to the building will lead to excessive building settlement, then special techniques will be required to reduce the impacts. These techniques could ini dde range from placing light- weight fill next to the building to using a structural slab to span between the existing warehouse and the closest bay of the addition. It is much more likely that remedial measures will be required adjacent to the areas with 800 psf loading as compared to the 300 psf loaded areas. Please call if you have any questions or require additional data, CC: Jeff Jeffers, CNA Architecture —(425) 828.9116 Kevin Dooley, Fatigue Technologies (206) 246 -2010 JUN 02 '00 09:50 Uhl) ra1t.i NLERS 4001 8410 154 Avenue NE Redmond, WA 98052 Telephone: (425) 861 -6000 Fax: (425) 861 -6050 Date: March 10, 2000 File: 7699-001-02 Signed: Dan Campbell dcampbell@geoengineers.com 425 861 6050 PAGE.O1 DCFENG STEERS IN D'AMATO CONVERSANO INC. P No. Project s / Subject Sheet No. R1 Date / 00 By Th ;ill' V -ex i lid , 5'/2,` GU E BPI ✓ 24 X, 38 PSF + 38 pot = P11 • MM z K07. t ADD 125at / ' 7'f < , Tt..ra S n493 1vt°' vl,o, 111 $7S 67 1i•1 ASS 11 I , z 1 . a 'Li' I L7 Z 'g,oatz DL kLWWS Ft2 2'PSF- MEc4.1 a.�,pN,re+tr. '' 117. 4 4, 415,3 G 2S (D1 ► 2 Z 1E: 2 U.. u, �� - 7 u , C L. . 3 9 ' /4 1, &w, ".a —7 41 �7d l�q DCFENGyINEERS E D'AMATO CONVERSANO INC. 1- pct No. Rg224 Project Subject R RL Ao0r0 lei (ALI 1 '1'S Sheet No. Rb Date 17/6 BYPkA Ex/ s 7 s t" UN WI LA_ Cwratzt DD4v + L/VZ LAS 13 t -c)" Sr' S sI vise r of .S 11 /4 x 1 /4 1 V L '; L44=4 Ir-rS Ann) oft 'PMX 12 2 - 24' sP/itS 14 T J / 2"--. 1 Lv l LAP / i�Pwt^ S L4A-bS 3 c P( is so LA- Alefc Mn Ly/ 9 5r GP A nt)in UN, T e)o sit 1737 '` 4 11- LA/L._ 2, V I S S 77 1�" -�{� TG 7 SCI Si RALL'A Alter l.t-t bt -tree ? � !in-P 7111 fX P4eU14 s'PP44I 7e1 LAugo S P(ih -i Le AP S 17 ca @ 2 L� c oM s r-clg S bc.Z / 3 /4 Jo t Si 1 o (1(. *@ 2 W c Z 0 M Ts') Sit rY,. i cbt pCJL( L'vL 't/t.4 FR Pig -Lip, DCI.ENG.NEERS E D'AMATO CONVERSANO INC. I 1 ct No. 19224 Project Subject Sheet No. 1 Date / / 4134 (ir Smt_= 3825 /3-0041 f(BZS 1 2C�4 nl� 1 pausa� LVL L-= SS o piP /1,jiL'Ai1 /I Y `1 /1 ( / ' L /1 ( -ti /� x3�t� x � G ( (1 39' ) ZNrZcAL . e_ SPAN # S Third Floor Rigid Diaphragm L ev 505001 Timber Beam & Joist Page 11 Description Added Ivl joist at existing purlins supporting mech units Timber Member Information LVL at 18-0 1 Timber Section Beam Width Beam Depth Le: Unbraced Length Timber Grade Fb - Basic AIIow Fv - Basic AIIow Elastic Modulus Load Duration Factor Member Type Repetitive Status nter Span Data Span ft Dead Load #/ft Live Load #/ft Dead Load #/ft Live Load #Ift Start ft End ft Point #1 DL Ibs LL Ibs @X ft Point #2 DL Ibs LL Ibs ©X ft R esults Mmax @ Center @X= fb : Actual Fb : Allowable fv : Actual Fv : Allowable [Reactions Left End DL LL Max. DL +LL Right En DL LL Max. DL +LL Center DL Def UDefl Ratio Center LL Defl UDefl Ratio Center Total Defl Location UDefl Ratio 11983- 98 ENERCALC In in ft psi psi ksi Ratio = 0.9659 to -K ft psi psi psi psi Ibs Ibs Ibs Ibs Ibs Ibs in in in ft Scope: spa LVL at 24' span double Ivi sand EI section equt gluiam on7.5 LVL:1.750x LVL:1.750x LVL:3.500x 6x16 5.125x31.5 1.750 1.750 3.500 5.500 5.125 9.250 11.250 11.250 15.500 31.500 6.00 0.00 0.00 0.00 2.00 toss Joist • Madill russ Joist - MacMil Truss Joist • MacMil Douglas Fir - Larch, Douglas Fir, 24F - V 2,250.0 2,250.0 2,250.0 1,600.0 2,400.0 285.0 285.0 285.0 85.0 165.0 1,500.0 1,500.0 1,500.0 1,600.0 1,800.0 1.000 1.000 1.000 1.150 1.150 Sawn GluLam No No No No No 18.00 23.00 24.00 23.50 39.00 30.00 50.00 0.25 30.00 30.00 120.00 264.00 50.00 50.00 200.00 550.00 175.00 175.00 1,000.00 1,000.00 1,825.00 4.000 6.000 7.500 12.000 8.500 175.00 175.00 1,000.00 11.000 0U.bt 9.36 2,028.2 2,099.8 Bending OK 80.5 285.0 Shear OK -0.742 290.9 -0.682 316.7 -1,425 9.000 151.6 13.000 16.500 Title : Fatigue Rem Job # 99224 R Dsgnr: PV Date: 8:09AM, 21 AUG 00 Description : Mechanical Equipment on Existing roof 0.9674 0.9579 0.8511 0.9967 80.35 11.87 2,176.7 2,250.0 Bending OK 80.1 285.0 Shear OK 159.12 12.00 2,155.3 2,250.0 Bending OK 72.0 285.0 Shear OK 476.42 550.43 1,3 b0:00 1,899.36 6,575.24 450.00 575.00 600.00 2,350.00 10725.00 926.42 1,125.43 1,960.00 4,249.36 17300.24 418.08 489.57 1,360.00 1,920.64 5,545.75 450.00 575.00 600.00 2,350.00 10725.00 868.08 1,064.56 1,960.00 4,270.64 16270.75 -1.022 -1.662 270.1 173.2 -1.011 -0.599 273.1 480.7 -2.032 -2.262 11.408 12.000 135.8 127.3 335.20 12.03 1,522.0 1,788.4 Bending OK 68.3 97.8 Shear OK -0.472 596.8 -0.503 561.1 -0.975 11.750 289.2 c: lenercal \fatigue.ecw:Calculations 1,951.38 19.03 2,302.4 2,310.1 Bending OK 141.9 189.8 Shear OK -0.671 697.0 -1.191 392.8 -1.863 19.344 251.2 1 1 1 deflections 1 � Unlicensed opyC , PeT 5:0.8, 15 - JUi - T998 - 8C1Poitift Ll Ll L!l L1 LL1 1111llllllllllllllllll!ll � LL1; 1;11 L1 L;1 1111111;;111!lllllllUllll ° 25#^ RI:max = 926.416 Ibs 18.00 ft Mmax = 50.61 in -k at 9.35 ft from left Dmax = - 1.4246 in at 8.99 ft from left Rr.max = 868.083 Ibs Local Defection (m) Location Along Member (ft) 2.201 - 1.981 1.761 1.541 1.321 1.100 0.880 0.660 0.440 0.220 04. Bending Moment 1.30 (WO 3,0 5.10 i'.0 9. 10)30 1260 114U 1b Location Along Member (0) t0 1 0,476 0.381 0.285 0.190 0.095 0.0 -0.083 -0.166 -0.249 -0.332 0.00 Shear Load (k) 1.80 3.60 • 5.40 7.20 9.00 1080 12 60 14 40 16 20 18.00 Location Along Member (t) c 1..* -0.371 -0.445 -0.519 -0.593 -0.668 0.00 1.80 3,60 5.40 14 4 0 _. V v AA . a:id . v t cu:51.141i kj41.11} k4 .. ,,. or i ` I 1d3INVH331 118314 Z960L98017 00 :0T 000Z /EZ /L0 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. ZO'd kl1)1 p 3DVd E'96212,99SEP t717:9T eeee-9z- 0 0 0 0 0 E 0 0 0 o 0 e CID 41) - tJ rj ;---;--- 0 - 1 _ • - 1 ! is. al Lri r 0 -23 C‘1 r4 C3 N 1 0 0 0 1 FATIGUE TF-CAINOLO6Y INC, - trotattzember 7VDINVH03W 1183W 950L989Z1 EO:TT 00EZ/6/L8 NOTICE IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. „ „_. a0'd Z960L98SZb r 7 4 J I I dJ ? %LE • NOIR /H :3W iRi3W r - 1 ' II I I 9E0L989Zb.. E0 :TT 0002 /6/L0. NOTICE. IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICEIT IS DUE TO THE QUALITY OF THE DOCUMENT PACKAGED GAS/ELECTRIC ROOFTOP UNIT SCHEDULE SYMBOL MFR. & MODEL NO. AIR COOLING HEATING ELECTRICAL WEIGHT NOTES CFU OSA ESP SMBH TMBH KW EER Mali IN HUH otn AFLIE MCA MOP II-PH AC-.1 CRMEN. 43 TJ 005 1600 600 0.15 35.6 50.5 4.63 10.00 SEER 12 55.2 80% 11.4 15 460-3 650 1, 2, 3 AG-2 CARRIER 46 T-1004 1200 WO 0.15 26.0 56.6 5.29 10.00 5E5R 12 55.2 80% 8.5 15 460-3 650 1, 2. 3 AG-5 CARRIER. 48 TJ 004 1200 300 0.15 26.0 36.6 3.21 10.00 SEER. 12 55-2 80% 3.5 15 460-5 650 1, 2,3 AC-4 CARRfER. 48 TJ 004 1200 SOO 0.15 26.0 36.6 5.21 10.00 5E1ER 12 55.2 8096 5.5 15 460-3 650 1, 2, 5 AC-5 CARRIER 48 TJ 006 2000 400 0.15 45.3 60.9 5 .16 1000 . SIEJER 12 39.2 609+ 14.8 20 460-5 650 I, 2, 3 AC-6 CAR.RIER 45 TJ 012 4000 400 0.15 54.5 115.1 10.11 1.00 180 144 e096 23.4 30 460-3 1250 1, 2, 4 AC-1 CARRIER 48 TJ 005 1600 500 0.15 55.6 50.5 4.63 lo.ao 5M 12 51.2 5096 114 15 460-3 650 1, 2, 3 AC -5 CARRIM 48 TJ 008. 3000 200 0.15 64.6 88.4 5.00 8.1 125 100 80% 18.0 25 460-3 1100 1, 2, 4 AG-1 GARRJER. 46 TJ 012 4000 400 0.15 55.8 118.1 10.11 9.00 150 144 8096 25.4 30 460-5 1250 1, 2, 4 AG-10 CARRIER 45 FK.12 055 15,000 4000 2.25 366 410 37.1 3.5 521 425 3096 120.1 150 460-5 1650 1, 2, 4, 5 AG-11 'MANE YC.Z. 046 1600 150 0.15 55.8 45.2 4.06 1.5 - - - 12.2 15 460-3 100 6 NOTES: 1- PROVIDE ROOF CURB 2- PROVIDE ECONOMIMER 5- FR:wipe BELT DRIVE 4- PROVIDE SMOKE DETECTOR 5- PROVIDE VFO 6- PROVIDE NEN ROOF C4)RE3 4 RELOCATE EXI5TING UNIT FROM 100 ANDOVF_R. PARK ViE5T 0 0, f■J A:, it4e. ll) 12x 2ry DCI.ENGi'IEERS II D'AMATO CONVERSANO INC P, ct No. Project r Tat\. C 3 % Subject iU II/l tr 14 44 • Sheet No. 1K 11 Date i � By M 111 Z1/.5 2041 fp:co e 'rep evi 2to. s)= 5 p5 ei,e? er/t-d• 1NP....e • dC m. / 444 C, it^1 e‘- 2 .-f �s .4 M,v ✓ . 1041 Combined Stress Members (Fy =50 ksi, k =1.0) Axial Load (K) Bending Load (k -f Sy needed (1n Member Area (in depth (in) I (in Sx (in r length (ft) Ki /r Fa Axial Capacity fa (ksi) fa/Fa fb (ksi) Fe H1 -1 Cm =1.0 H1 -2 H1 -3 Member 5 90:00 4:00 12.36 7.65 ':12 ;'20'4:00 33.40 5.1.7 26.50 26.50 281.52 get from chart ASD 3 -17 STRONG AXIS BENDING 5.23 axial load /area 0.00 if < 0.15, check H -3 if > 0.15, check H -1 & H -2 12.22 Mc/I 212.43 ASD 5 -54 0.38 must be less than 1.0 ASD 5 -54 0.33 must be less than 1.0 ASD 5 -54 0.51 must be less than 1.0 ASD 5 -54 iR (20 0)6 ,3,'-c ? - r ry M ( 4 . 5 ( 8 3 ( 1 1 Z �� � sl j DCI.ENGT:NEERS I D'AMATO CONVERSANO INC. Pi No. Project v 1s4 Subject A QAti v Le Sheet No. KV Date 1 * o By m wk Nivt +079 C heot ) 15N1 Col tove4t04 M .11-1 Fvvti Gf 114 orpv - 1 101 etiptA, M'. tro)Ly tut T/PAWVI, =1,1 47p ut.u.10,04.) aixrJ:ierWnt:ti 1 r VAV " ✓ L.V 1 A111i•• vv11•r.riv.• more .••._ • —_ -- _.... SCALE: 3 /4 " =1' -0" NOTE: T /PLYWOOD • PER PLAN L6x6x x 6" LONG W/ (2) 1 / "0 THREADED ROD. EMBED & EPDXY 3 W/ HILTI HY -150 GA = 4 S R / THICK TYP 6 INFORMAT 4/S ION .1 THIS SIDE OF PANEL 1/ 4 T /PANEL • PER PLAN TYP EACH SIDE STIFFENER 3" I. TYP EXISTING PANEL PER PLAN 4 4 i i 4 t - FOR JOIST /WALL CONNECTION TYP REF 4/S6.1 1. FOR ADDITIONAL INFORMATION . Qyf NOT SHOWN REF , DETAIL 4/S6.1 /9 , (� A.,....4 2. COLUMN /PANEL CONNECTION , — I w.�.e- S OCCURS ® IV-0' FOR FULL HEIG OF COLUMN ((3) CONNECTION MINIMU NEW /EXSITING COLUMN CONNECTION (WAREHOUSE) SCALE: 1"=1'—.0" BEAM I STS, STEEL /,_01 .,COLUMN SECTION WSJ PER PLAN SECTION , 2- -3* ' (pro') �WF COLUMN PER PLAN TEE 1 TYP 1/ 5 4 6 " STIFF I. TOP & BOT OF SHEAR TAB TYPICAL WF BEAM T( DCLENG JEERS D'AMATO CONVERSANO INC. No. Project fAtq -2);) Subject N, 1,4 toad aotrvip Sheet No, C�21 Date 1 1.- i q By M►'\ M,u1 �► P' MP 61' e 4L I o,S k 77 too pavv2Q itt4 s ?.r F F T Met eto p • A b tax 176' 6 _ ?• .(l, 3') C?.o 0+-) 3� - 6v0 Iwo e b,'4){ ri loac It- T • A-d A -I o tir dt tp" A-v:3 . 4 0 kig,t4 . - r a 1V ?4 1l (va4l v 2 •F4 2 ell 1 f ((o) t9 - Eva i-e Lo lo 1 '7 (A-615) i v a le IN--f u -(-,V n# IvA ioNY PROJECT: Mustang Structural Wall Thickness Reveal depth : ENTER LOAD CASE: Seismic Factor: DEAD Load Factor: LIVE Load Factor: LATERAL Load Factor: Tributary Panel Width: Design Pier Width: Wall Opng Factor: 1 = solid TribW= Pier= WOF= Design Wall Height: Critical Section or Opng Ht: Door or Window Unit WEIGHT:(psf) Parapet height (FT) : Lc= Lo= hp Roof and /or Floor DL : Roof and /or Floor LL : eccentricity of Roof Load : P01. PL. 0= CONCRETE STRENGTH: REBAR STRENGTH: h= reveal= C LFD= LF LFLA= <`# SEISMIC CHECK U = ((1.2+ 0.5Ca *I; D + 1 1.38 1.4 2500 UNIFORM LATERAL SERVICE LOAD: NOTE: 97UBC, F is Ultimate Load, w = Eservice = F 11.4 Service Lateral Load : UNIFORM GRAVITY LOADS along TIWALL: n REBAR DISTRIBUTION: 1 = Rebar centered or 2 = reinforcing at both faces if rebar dist =2:assume Vert bars Inside of Horz & No Vert Reveal exist Exterior Cover: @ reveal to Verts: 1O.t) it Inside Cover: to Horz: Horizontal Rebar Diameter: ESTIMATE TRIAL BAR SIZE AND SPACING: Vertical Rebar Size: ? 5 Vertical Rebar Spacing: s 4 0 :)ill 17.717010. Depth of Footing below slab reinf: DF= Friction Factor © Base: WALL LOCATION (NO.) Panel I, leg B =Total Wall t - reveal = 0 if none. 1 =wind or 2 =seismic (step load considering reduced seismic load © opngs) 4Es + (0.5 L + 0.7S) ] 97 UBC Table 16 -Q, =NA for wind 97 UBC 1909.2 for WIND load factors 97 UBC 1812.2.1 and Eq (30.1) for SEISMIC load factors Es = Eh / 1.4 where Eh = design seismic loads per 97 UBC Section 1630 Wall Opening Factor (WOF )_ (Trib Width of Panel) I ( pier width ) Max WOF should be 6 » »» ENTER CALC'd value « «« Calculated WOF 4.0 HeIgtit= CIr Ht (SOO to Ledger) +1/2 slab thickness Use Lo =Lc/2 for solid panel. Pick location of Crit X -Sect. Accounts for Door Mass In Seismic Analysis Only Used for Dead Load calls only. Design separately. Panel FORCES to be calculated @: Z = 15.00 ft Factored = Wu 344 plf Critical Section, AXIAL-SERVICE LOAD Roof DL = P Roof LL = PL= Wall DL = P wall = Critical Section, AXIAL - FACTORED LOAD Roof D +L= Pu1= wall DL = Pu2= P +P 2.400 kif 2.972 kif 4.169 kif 7.101 kif 5.753 kif 12.85 kif calc'd bar dia, db= 0.63 in controlling d I' .. effective depth d1 = 5.938 in effective depth d2 = 5.563 in d = (panel thickness - reveal)/2, when rebar distribution =1 FOR =2, dl = panel t • reveal • ext cover - 1/2 (vert. rebar diameter) d2 = panel t- Inside cover - horizontal rebar -1/2 (vert. rebar diameter) d should be calculated per actual rebar layout if above assumptions do not apply. allowabe per soils report, typically with 1.5 SF Structural Model b/3 tension on outside face tension on Inside face DETERMINE BASE FIXITY: ' Normal Force, N @ Base of Wail: Sliding Resistance @ Base, F =µ *N Mom Capacity based on friction @ Base, Mb: Simple Span Mss= wL /8 @ service level: Compare Base Moment Restraint to Midspan Moment: Input % Fixity @ Base: Fixity= 4 °10 wu' Ic'(0.5 +0,125' Fixity) /1000 +Fixitr(fMn) /DF= N =0.81wall weight +Po) _ F =µ'N Mb= Mss= Moment Ratio= « « potential base fixity= Rb @x =0 Rbu @ x =0 10.67 kif 3.20 kif 6.40 kip -ft 19.19 kip -ft 33% 33% 5.19 kif 8.45 kif assumes 80% DL exists = PDF =W 0F' (w'Ic ^218/1000) =Mb /Mss not to exceed 80% = Service Rxn at Slab /ft = Factored Rxn at Slab /ft pt Id Panel I, leg B,xls ...11..AVVY.MASAxY.«*„...:.A11.,.«M .. �..ye...t,.R,.. .•.*Ns .RV Mus *me 1 e4& - f` ••" t sheet 1 of 2 r `Z Page 1 7/25/00 1:32 PM SEAOC Recommended Tilt -up Walls Design Procedure as adopted by 97 UBC IF((0.9•(2•(Pul(f c•( 12•)))))) <0.7,0.7,0.9- (2•(Pul(f c•(12•h)))))= 0.9 => 0 = 0.83 >0.7 Reinf Area = A,= 0.930 sginlft (Pu +(As•fy)) /fy= Ase = 1.14 sglnlft :; �' Cttl�CRAitiAF ?�ltl } 1�... •. Mw4�Xai ;J.t��•:'.� ...................... Max. Comp Stress @midht = fc= 110 psi �y } }ts! ? zl'1!)31fd ;�w ta ' ..` . � t� '•'�; , ,{r' 1wr... n............, " Eli; �:: zkkz:: z?:.i;• 4 ...... .. 3. .......... :::..? < < .r •?`.kk:k?i ?:R:: }:i ?..Y;R?kY{::: :. :: : ; ',.::iY..:kk:R:: ^:: xk::t ?kk S`ak::tkk'i' : : ::n:; }•r,.:.}k }.» ;.,.;1.:r ..» }.::..:.<,•: n:;:•.,» „r„•,,,.,, ;•.v Vii» v: ::. ? :..,•:.»:.4::::iix<.ih,,;: kkkk:: kr} k,;.}:.}:..::+` k::::,:.{.: ..,..,,,.. + .:.....:.:::.::..... .i.... y}}} ..... : ......... ... v..}. v.?.:.......}}}:: r.? �^: 6?: J: O} ?:^}}:+ } } }} ?}}}iW.,•:v 0.04fc= 160 psi ??3; ?3• }::: ::..... :..;,...} ., o:: ?::::: r,,:..,: :.)... .:i•:#•::.:,:.,...i::i• : {k «; }:':•kk ? {;• ?�,...... »...• L :• ^? i•,?? � ::::. �: v::•::: v.::.,. n:. v. v. �:{..,:::^. �?: t; k•' r` 4i??? y:} .:... 60% p, balanced= 1.71%max +' :: ? }., ? ?}r':••;} }:,++;}.:.:;•.;,,: }}:? ?::K.: ?: ::: � ? ?�::: $:::: }�• }::ry..; \}. ..:?..:: r •:: }:.i...:.:...........,.:.:.. } }n .....:... + ,.... r.v.:.,, :•.v :.: x.»v:.,v. »> OK! «< ,;•}:;ii k? k ??? ::kkkkk ?: ?;.; } + •` ? ?;:.k} �.::,.::::..: :.::.,•:::. » „ »:::. ::•, .:...i•. ..:..........................:: l »> OKl «< .' Reinforcement Ratio = P = 1.39% n = Es/Ec = n = 8.04 stress block parameter alpha= 0.72 c= N.A. _ Ase fy /(a'f c 12) _ := 1.99 in stress block a uiv depth a= 1.69 In fr = 0.316 ksi fr 5•sORT(rc) Ec = 3605 ksi Ec= 57,000•soRT(rc) Ig = 381104 Ig =bh 6 3/12, b =12' Icr = 149 in"4 Icr=nAse d•c ^2 +bc^3 /3 . { k t; 4 .c.•:;: i 5 ? } ?;:' } } } ?k • �k kk• R; rka.}? w`?;? i^. 4?; kti}.?;?'.:`,•`•: i. ik{?`?; kt`' ij;:`:>}"{.`. L'I a .�:.�`ibl i !" l ••::fig:?? » ? ?: k:::•:?;i: ?k: }:ikkk: •.<',•`.;vi::k?,x: `:;;;r. • ?k3vi::•k >:.kt3. \';jt$.,,:k ? }? Mar? x:: k}}.+,} 4^ ,:'.`:.`, {'i' <k +k ? ?}k;;}y ? }•.}2 �,•n:•:i33 ? ??Y:' <i : r}:::; 3k}•;. kk::.i) 2: :,`.k::y: :::ifi ? ?:i'.•:ivz;:kkk ?•`. ? ??: #::::::} k.k:; »kkk:;kg ?;?kk: ;: ktk? k?k::;;: k?: :: #kkkk:R','.:;ckv::::?:e';'• ^k :: "••':`# `• ' `.:.: •.::.: • ... ... ...:...: -alt) Mn = 323.9 kip -in Mn = (Ase *fy) *(d - Ase *fyl(2 *0.85 "121 _c)) = (Ase *fy) *(d ¢Mn = 267.6 kip -in Moment Restraint assumed @ Base = MF = 7.58 kip -ft f i � yy , CZ1 "-" ,r: {c'7."iV"'".L #'. :', "."":a:}i` F+ .., l>t .� t y .��• ..: �j.:.:,}....,+ c; � cy:} vnr+:"" 7: { '''•:•>p{_1;k,`.: ;`ti \$ ;4z;'i ?`.:::kk:£:: : k' skk::?":: i;:. i};`.};.,:}.;`.`.}: to . } ?kk:x:;�k;3 ?}`..,kikk',::},3, �?Ef: F�+ r... ?: k.:,...,.: {:..:::..:•.,.•::::: •:::.,.:;�.:.:: { ?p { Defi @ Moment Capacity: wCR• Lo•( Ic^ 3. 2 •Ic'Lo ^2 +Lo "3)/(24•Ec•Ig)•1728/ 1000• Fixity• Mcr '(Ic ^2- Lo ^2) Mcr = 2.77 kip-ft = fr•(lg) /(h/2) Mcr = 33.2 kip -in wcR= 35 pif =Mcr•8nc ^2.1000 /(6•Ic'Ec•Ig)'1728= Acr = 0.21 in Acrss = 0.23 in w 346 pif =Mn•8 /Ic ^2•1000/12 1 An = 4.35 in 'includes BASE FIXITY An = (wn•Lo /(24•Ec• Icr)'(I c" 3. 2• Ic• Lo ^2 +Lo^3))•1.73•FixityMn /(6•Ec• Icr 'Ic)•(Ic"2- (Io-Lo)"2)•(1c- Service Deflections Check As =1F(Ms< Mcr,( 5/ 48)•( Ms• 12•(IC•12) "2) /(Ec•Ig),Dcr +((Ms- Mcr) /(fMn/e- Mcr)•(Dn- Dcr))) A Lo)•144 6.65 in Ultimate Moments • #.# $ r: 2:': ;: ^ #ir, n:: #.:;: '.'•ii > ## ## i; YXY: # i ##$ Door /Panel Mass Ratio : 6% Step Loading Analysis (factored) for Mu Seismic Loading ft x=Lo (ignored forwind) 11 11 it 11 II 3 �3 3 cc 2 86 pif MuF = - Fixity(w'Ic "2/8)1100011- Lollc)•12= Mue = (Pu1•e112)•Lollc k + :: })i'n:4,:i �v \4:3k #Y; { >µ #y: {n %R:Li: p :': i 'i ?:^ ^} + }.: ?oz;: �y .} if 3 l� ; : 111 !s_iiiifi Muw = (wu'Lo•(Ic- Lo)/2/1000•12) or Muo= Mu = Muw + Mue - Mu +(P„t = -43.8 kip -In -3.7 k -ft 100 pif 21.3 kip -In 1.8 k -ft 244 pif '• �'• } } }: .": !! "iR# `: 4.7 k•ft 1740 pif 177.91(1p-in 14.8 k -ft ««« « «< 177.9 kip -in 211 kip -in 17.6 k IM MO `i,: ?'::k 3 #3kk?? fu.,x { • } } ?3ri } ::i : ? ikkv kk << : i } } }Y .::: }kk k }:v in k� 3i± =; p ` { #<<111. »> OK! «< Service Level Checks Determine Service Moment: S -2.8 k -ft 7 Step Loading Analysis (service level) for Ms(ervice) Seismic Loading © X =Lo (Ignored for wind) M $f =- Fixity•(w•Ic^218) /1000•(1- Lollc)•12•WOF= - 11 11 111 1 o 3 3 ce 2 81 pif -31.3 kip -in - 72 pif 16.1 klp -in 1 174 pif . + "•W:>:'irlrx a; 1 1243 pif 127.1 kip -in 1 127.1 kip -In 130.9 kip-in 1 Service Moment = Ms = 1 Service Deflections Check As =1F(Ms< Mcr,( 5/ 48)•( Ms• 12•(IC•12) "2) /(Ec•Ig),Dcr +((Ms- Mcr) /(fMn/e- Mcr)•(Dn- Dcr))) A < ? IC/150 = < Allowable Deflection :. # #ii :: :'';: {; ::.i5`. # #: ''''''i {; a'" ik# • • #.# $ r: 2:': ;: ^ #ir, n:: #.:;: '.'•ii > ## ## i; YXY: # i ##$ »> O K! «< a 1 9 Current Input pt'o� ides exactly » »> 6 00 # S Bars In width 24 00 IN pt Id Panel I, leg B.xls Page 2 7/25/00 1:32 PM DCFENGITIEERS E D'AMATO CONVERSANO INC. Pr' � No. Project rQ `, PG � Subject Ova 14 to Ot 4 v 1 a PO GP— P Sheet No. Rei 6 Date ( 1,c; I vo By !VI Wt . MepiAsitP -t. hod tx 4ft., c(s b' -0'' to = 4 T v v = 2 1 2 174 (VI 1 ta6 10 Glad oyez 8 $0%3 pg,le Aitet +5 ov-ttv;-e t 30.3. c, rtaG� g 06 FOIL Pte -0'' @ eVPy gG TIP %ow a s I ,J 1 PROJECT: Mustang Structural Wall Thickness Reveal depth : ENTER LOAD CASE: SEISMIC CHECK Seismic Factor: DEAD Load Factor: LIVE Load Factor: LATERAL. Load Factor: h= reveal= C,= LFD= LFL= LFLAT Tributary Panel Width: Design Pier Width: Wall Opng Factor: 1 = solid TribW= Pier= WOF= Design Wall Height: Critical Section or Opng Ht: Door or Window Unit WEIGHT:(psf) Parapet height (FT) : Lc= Lo= hp Roof and /or Floor DL : Roof and /or Floor LL : eccentricity of Roof Load : PM PLL e= Exterior Cover: @ reveal to Verts: Inside Cover: to Horz: Horizontal Rebar Diameter: ESTIMATE TRIAL BAR SIZE AND SPACING: Vertical Rebar Size: Vertical Rebar Spacing: REBAR STRENGTH: =Total Wall t - reveal = 0 if none. 1 =wind or 2 =seismic (step Toad considering reduced seismic load © opngs) U = [ (1.2+ 0.5Ca*I D+ 1 4Es +(0.5 L +0.7S)] 1.38 1.4 ........................... UNIFORM LATERAL SERVICE LOAD: NOTE: 97UBC, F is Ultimate Load, W = Eservlce = Fp / 1.4 Service Lateral Load : w=1 61 40. psf UNIFORM GRAVITY LOADS alon T/WALL: kif REBAR DISTRIBUTION: 1 = Rebar centered or 2 = reinforcing at both faces if rebar dist= 2:assume Vert bars inside of Horz & No Vert Reveal exist >' > ?075in CONCRETE STRENGTH: f =4 ;<'4'kst Depth of Footing below slab relnf: DF= >:`•s<:200ft Friction Factor @ Base: WALL LOCATION (NO.) Panel III, solid bearing 97 UBC Table 16 -Q, =NA for wind 97 UBC 1909.2 for WIND load factors 97 UBC 1812.2.1 and Eq (30 -1) for SEISMIC load factors Es = Eh /1.4 where Eh = design seismic loads per 97 UBC Section 1630 Wall Opening Factor (WOF )_ (Trib Width of Panel) / ( pier width ) Max WOF should be 6 » »» ENTER CALC'd value « <e« Calculated WOF 1.0 Height- Clr Ht (SOG to Ledger) +1/2 slab thickness Use Lo =Lc/2 for solid panel. Pick location of Grit X -Sect. Accounts for Door Mass in Seismic Analysis Only Used for Dead Load talc's only. Design separately. Panel FORCES to be calculated ®: z = 15.00 ft Factored = Wu 86 plf Critical Section, AXIAL-SERVICE LOAD Roof DL = PD= Roof LL = PL= Wall DL = Pwall Critical Section, AXIAL- FACTORED LOAD Roof D +L= P wall DL = Pu2= Pul +Pu2= 0.600 kif 0.743 kif 1.042 kif 1.775 kif 1.438 kif 3.21 kif calc'd bar dia, db= 0.631n controlling d = effective depth d1 = 5.938 in effective depth d2 = 6.563 In d .(panel thickness . reveal)/2, when rebar distribution =1 FOR =2, d1 = panel t . reveal - ext cover • 1/2 (vert. rebar diameter) d2 = panel t • inside cover • horizontal rebar -1/2 (veil rebar diameter) d should be calculated per actual rebar layout if above assumptions do not apply. allowabe per soils report, typically with 1.5 SF Structural Model N3 tension on outside face tension on inside face DETERMINE BASE FIXITY: Normal Force, N @ Base of Wall: Sliding Resistance @ Base, F = Mom Capacity based on friction @ Base, Mb: Simple Span Mss= wL /8 @ service level: Compare Base Moment Restraint to Midspan Moment: Input % Fixity @ Base: Fixity= wu'Ic' (0.5 +0.125'Fixity) /1000 +Fixity' (fM n) /DF= N =0.8'(wall weight +Po) = F =µ'N Mb= Mss= Moment Ratio= « potential base fixity = Rb @ x =0 Rbu @ x =0 2.67 kif 0.80 kif 1.60 kip-ft 4.80 kip-ft 33% 33% 1.61 kif 2.56 kif assumes 80% DL exists = F'DF =W 0F'(w'Ic^2/8 /1000) =Mb /Mss not to exceed 80% =Service Rxn at Slab /ft = Factored Rxn at Slab /ft pt IdPanel III, solid bearing.xls olU4 Ito) Pe. ; >04 - fD (0 04 L# A0( sheet 1 of 2 1\ Page 1 7/25/00 1:30 PM SEAOC Recommended Tilt -up Wails Design Procedure as adopted by 97 UBC IF((0.9•(2•(Pu /(f c•(12•h))))) <0.7 ,0.7,0.9•(2 *(Pu /(f c•(12•h)))))= :.} ..... ..:. ..:....,, ,,,.}}.,..::{::..,.. :... . ,. ... :.:,•:::.:......:.. ..:. .:.:.:..,...,: CF.teld kAf(i'O E :"tt ' t' .! • .. t `: •: r.•: 1�X: tJB�� �fi5:1: t; Max. Comp Stress @midht = fc= 27 psi yQ a��y� t. Y.ff}��1 {{F.•:. y �� i4�:� ..:::..:,:: ,.,?...: },.., 61k} ....:: < < 0,9 => 0 = 0.88 Reinf Area = A,= 0,310 sginlft (Pu +(As•ty)) /fy= :..: ..•:. 0.36 , s g in /ft .,:.,...:? {,:..: :} k.::.,.,,:::,,.,:.:{.:.,., ,,. .:.......::::..... {:.,,:... ,. k; n .: ? . :k <:.:. �,:.::.,..::?:.., :::.. }:::..�..:.:: ;:::..:..,.:: ,...,.::: .,..k.:::::...:::: }..{k.::: > { }} > 0.04fc= 160 psi ..... {;: }? }} }ky.• } k}}};•;,:: k{}..::??>.} Y?}.:};.?;.:};,; Y;•;.};::• o}}:. r} } , �Y..:.',? 4: ti??}::}?:: vi:. v:::\:..,,.:,.:.•::.•.,,..,:.:.:. n.:::: un::? v1•: r.: v.;,} ::.::*:}i•:::n; Rr�:n ,•:::. �:::::::.:•::::.v. .v:.•.•.•: }::v ?• :: ?::: � • � �:v:. � : ? }{k• }:v } } }: i• } }, ^•,::: 60% p, balanced= 1.71 %max I fr = 0.316 ksi Ec = 3605 ksi Ig = 381 in^4 Icr = 72 in ^4 >0.7 }.....,,.:::::::::{. }. k:: }:: } } } }`: »> OK! «< } }•....::. } }} } }• ?•:,; }:.'•; ? ;it i ?: .. }::....;.. }...: }: v }: }:: v } . ? ::: } }•:? ?k. ?? },} :n }};.i }:• } } }:;.: ? .::::..:.::: }:: { }. }:ri;.::• }::r.} »> OKI «< Reinforcement Ratio = P = 0.46% n = Es/Ec = n = 8.04 stress block parameter alpha= 0.72 c= N.A. Ase fy/(a't c•12) = c= 0.63 in stress block a uiv de th a= 0.54 in fr =5•SORT(rc) Ec =57,000•SORT(rc) Ig =bh ^3/12, b =12" Icr =nAse d -c ^2 +bc ^3/3 k d }: :.• ": ^•.t Vk}}}i�tiR'.:::::'• �'u� y:: '.�t.ir :�a; ?;....;.:;. :: � Rik}+.t:v`:::.:.i;jt'.: t y;.':xi2; # k?.::::'i. {::± j ?: 2:::2` ':ti.: } ; {. `;: `.:, ^ >;: ? 2 `.:i^ t2 t?' }ai. ?Y :: <q '' . kS : },i :`:•`;.:y {};t:2 .W; ? .;..; �.:. ? k .' Y� ::;,.;{: }�.;::�::: }: } }:.•: :.:: ;. k; s:? ~:::tik ? ? ? ?:cs:�: >}:: > ?::� } } }:;? ....,. ::.. ... = (Ase *fy) *(d -a12) Mn = 115.5 kip -in Mn = (Ase *fy) *(d - Ase *fy1(2 *12 *f c)) rliMn = 101.8 kip -in Moment Restraint assumed @ Base = • MFo = 2,80 kip -ft ..�....:.:;:?:: •.:�• } ? "Y ? ? w ft :i 4 %i`i i n l i..i {t ?::i }j ;: i:li;:}.: i }? f ianii :: ?:::: Y ::2%:: �xy.} .:,.::.::}.:?:::.; ...: • : { .. � # 2.�i ...yy.2. ... y {y,� ��7�y �v Lr �yA ;yYl�.� +`�:I,��� t . F7��.:iri7.ritk#YI�� i�':�i�I�Y'.:•:: :7wP.: } �� � :/:. � I�t: : {7�iD }Q.�xt1 Vii: l :R.::I: • � :i:. • • '� : } }} 4? i;.{. }. :... Fc+ I� , � ^Ar f^' :.: .S�M.. :.:....:... ............:.. sc:.? aa:,;?.:.•::..{?.: a;::: f:}?}}?:.::: x::?}. Yk ::::. }:: } };: }:?::::' ?k:: ?}pp.: Defl ® Moment Capacity: MICR Lo Ic 3. 2* Ic Lo ^ 2 +Lo /(24'Ec /1000 Fixity• Mcr An =( wn• Lo !(24•Ec Icr)•(Ic ^3- 2•Ic•Lo ^2 +Lo ^3))•1.73- Fixity•Mn/(6•Ec• IcrIc )'(Ic^2•(Ic•Lo)^2)•(Ic- •(Ic ^2 Lo ^2)/(6•Ic•Ec•Ig)•1728= 1 Lo)•144 Mcr = 2.77 kip -ft Mcr = 33.2 kip -in MICR= 35 pif ACE = 0.21 in Acres = 0.23 in w, 123 pif = tr•(Ig) /(h/2) =Mcr•8 /IO2.1000 =Mn'8 /IO2.1000/12 Ii ncludes BASE FIXITY An = 3.23 in Anss = 4.16 in Ultimate Moments MuF = - Fixlty•(w•Ic ^2/8)/100011- Loilc)'12= Mue = (Pure /12)1Lollc •; {ax• }:.: <;. :. , }.�,� ..,,z� otiv�<�w;: •{ : ?x. ?: k` Ez:'r.' < ':: t ; IM `iY „.., .,,t,„.. ., ..,:,..,..,...:.,:tip {, v..,.:.,, A, v:,,,,....:.+, h .......... .........•..a•....,: ?v,.•�.,,,, Muw = (wu•Lo*(lc- Lo)/2/1000•12) or Muo= Mu = Muw + Mue •MuF+(P„1+P„ 2)An = -0.9 k•ft 0.4 k -ft 0. 9 k•ft 6.4 k -ft 6.9 k - ft Door /Panel Mass « « « « «< Ratio : 6% Service Deflection Vr; " E ?� ^i��< { ;;" �' •.iE ... :., F E ` }k;k?.:?k; }i:?{::kkk; \k.. ;.f}yY.{{.j ?;}•.}:. }tiiu� } ................. Step Loading Analysis (factored) for Mu Seismic Loading @ x=Lo (ignored for wind) n n n 16 ti eee&' 86 plf -10.6 kip -In 86 pif 5,3 kip-in 0 pif .. 1 Q '... ' it . � 77.4 kip -in 1075 If p 77.4 kip -in 82 kip -in nk `k;Qk }`; } }kii } :+i::Y y r: } }' :} {{ +? tin:,; >:: } } ? } 4 Service Level Checks Determine Service Moment: -0.6 k -ft 0.3 k -ft 0.4 k -ft 4.6 k -k 4.7 k -ft Step Loading Analysis (service level) for Ms(ervice) Seismic Loading @ X =Lo (Ignored for wind) Ma =- Flxity(w•Ic ^218)/1000•(1- Lo/lc)'12•WOF= Mse = WOF•(PDL +PLL)•e•Lo/lc= , iT, +�22:i ".2i:R,a{,:i,. ...{ Y t• }x.h4.k•:.�' Y, ggi I, `'. {tjr.A.Ct w�!4E 1 11- .w,akk?k` k,;:;:;} }•,J•'}:t '.ca ok `w.k ... „, Msw= (w•WOF•Lo•(Ic- Lo)/2J1000)•12 or Mo= Ms = Mw + Me -M (P +P = W= W1= W2= R8= Mo 61 elf -7.6 kip -in 81 pif 4.0 kip-In 0 pif l::k` {`. :> l It �:.:.L ..... . . .. 55.3 kip-in 768 pif 55.3 kip -In 56.5 kip-In 4.71 kip -ft Service Moment = Ms = Service Deflections Check es =1F(Ms< Mcr,( 5/ 48)•( Ms' 12•(1c•12) ^2) /(Ec•Ig),Dcr +((Ms- Mcr) /(tMn/e- Mcr) *(Dn•Dcr))) - < I c /150 - Allowable Deflection Service Deflection Vr; " E ?� ^i��< { ;;" �' •.iE ... :., F E ` }k;k?.:?k; }i:?{::kkk; \k.. ;.f}yY.{{.j ?;}•.}:. }tiiu� } ................. .'n:•.,•.:•:::•: k}.,... Vaal >i •:: }. }.:{?: ?.. }•:.::. v: •.v .vti,•.�n:..,v.:.:. ..:..:. n..vn...v. .. litiY:. �;. v' »> «< IT? traol 1 1 pt IdPanel III, solid bearing.xls :.. ....:...Current Input. provides: exact . Page 2 >> 1 00 # 5 Bars in pierwidth 12 00 !IV us • # .... 12" V rtical EF. 7/25/00 1 :30 PM J J DCI ENGfl EERS D'AMATO CONVERSANO INC. Ov'a (,cads (vi al� w, Ad MIA' (rY w W e( . .r4li 4v41 14 elite `v n�Ac load . ) / o f Oe )46) Os TA 0.7 s by At (1t� ok- Sheet No. #1 By AA yk DCI INGL JEERS II D'AMATO CONVERSANO INC. [Pr:, t No. Project pl Subject LA-zve--e ewe r -e LiI- Sheet No. '.'1i?, 25 Date 1 j ( av By M K �xt ti 'vr� ?ar4ti A'd r0 4- wf 44 a (2" 06 W, L'.'$ 5 44fl (I.DY,36)(I •a) + ;i 1x W y (to r to- i ; pof #11-0 4(+)) T A"( y .� OK'') /AI 4- ?av • 3 S * , 4- kip A-A. 64 fur- Cvad (pv ' ) - 3 pa, f Tote >evo 4 wY ae(e0 • vim( t NNW J AUG -19 -2000 1007 VERCO MFG. SEATTLE PALMER ICBO 5360 WORKMAN A subsidiary COY EVA.UATION REPORT Copyrig t 1996 IC130 Evaluation Service. Inc Filing 1Category: ROOF, WALL ANO FLO VERCO STEEL DECKS VERCO M ANUFACTURING CO. 4340 NORTH 42ND AVENUE PHOENIX, ARIZONA 85019 1.0 SUBJECT Verico Steel Decks. 2.0 DESCRIPTION 2.1 Deck Types: 2.1.1 General: The decks are cold-form single -flute systems with galvanized, prim All galvanizing shall comply with either AS A sUttix number indicates a deck cover wid dicates a deck cover width of 24 inches ( 2.11.2 Type N Root Decks: The decks ar prime - painted. or mill- flnisned. Galvani torrned from either ASTM A 446 Grade A steel SO Grade 33 minimum. while the finished steel decks shall be formed from mum. All steels have a minimum yield str MPa). 2.1.3 Type HSB Roof Deck, and 8, BR, . Decks: The decks are galvanized, prime- r aria formed from the same steels as Type strength of 38,000 psi (262 MPa). 2.1.4 1 -inch Vercor and 1 /16-inch V decks are galvanized steel and are forme Grade E or ASTM A 653 SO Grade 80 wi (551 MPa( yield strength, The decks may b poses when a lightweight concrete till, hav mm) depth above the top flute. is applied mt)st conform to the following specilicati !• 1. Oven-dry weight. 25 to 30 pounds p kg /m 2. One -to -six mix by volume of cement 3. Aggregate shall comply as a Group I a 4.; The lightweight concrete must be t "Tests of Compressive Strength of Li crate," ASTM C 495. and must by -6- inch -high (76 mm by 152 m strength of at least 140 pounds per Vercor deck. when formed from either galvanized steel or paint• litrished steel that shall comply with ASTM A 611 Grade E with a mini - mbm yield strength of 80.000 psi (551 Pa), is permitted as a dia- plragm without concrete fill as describe in Table 19. 2.1 .5 SHEAR1RANZ : This system consists al a special end sup - pdrt connection weld with No. 16 gage a or channel-shaped sec - ticins for use with N -24. HS8.30 or HSB -33 decks. The sections shall valuation Service, inc. MILL ROAD • WHITTIER, CALIFORNIA 90601.2299 oorafiorl of the International Conferencte of R PANELS -Steel (216) r iie " RA 2(.0 d from steel sheets into •painted. or mill finishes. M A 525 or ASTM A 924, h -for example. B -24 in. 10 mm) available as galvanized. d steel decks shall be inimum or ASTM A 6S3 prime- painted and mill - STM A 611 Grade C mini• ngth of 33.000 psi (228 , W -2 and W -3 Formlok painted, or mill - finished, having a minimum yield rcor Ventlok Decks: The from either ASTM A 446 h a minimum 80 000 psi used for diaphragm pur- ng a minimum 2-inch (51 The lightweight concrete i ns: r cubic fool (400 to 480 o aggregate. gregate per ASTM C 332. sted in accordance with htweight Insulating Con- ave a 3- inch - diameter- ) cylinder compressive w are inch (965 kPa). P.02 RZfi Building Officials ER -2078P Reissued November 1, 1996 be formed from steels described In Section 2.1.2. The SHEAR - TRANZ' is used only at ?;hear collecting elements perpendicular to the corrugations. All end laps at end supports must be at least 2 inch- es (51 mm) and fastenedito supports with arc spot puddle welds. as required by design. See !details in Tables 4 and 6 and in Figure 1. 2.1.6 SHEARTRANZ' Il The system consists of the SHEARTRANZ I I restraining element, w ich shall be formed from No. 16 gage steels described in Section 2.1.. The SHEARTRANZ II units are used with HSB -36 decks at shear c fleeting support elements perpendicular to the deck corrugations. a skewing of deck to collector supports is permitted. In addition t the standard details. the conditions de- scribed below may recite a the SHEARTRANZ II. The tirst condition occurs with decks cantilevered over deck sup- ports. In this condition. the SHEARTRANZ II element is centered over the longitudinal deck se ms, allowing a 12 -inch (305 mm) gap be- tween the SHEARTRAN II elements. The second condition ccurs when the deck ends abut at interior supports. Typically, hea ier gages such as No. 16 must have butted ends, since lapping is difficult. in this condition, the top flanges of SHEARTRANZ II units are centered over the butt joints, Allowable di- aphragm shears and flexipiiity factors are in Tables 20 and 21, Instal- lation details are in Figure 4. 2.1.7 System 80: This 'system consists of galvanized HSB -30 or HSB -36 steel decks. SHEARTRANZ and one of the lightweight con- crete systems in Item 1. Item 2 or Item 3, below. Where required. positive venting of the I�SB -30 and HSB -36 deck is accomplished though use of either Ventlok -type deck or vent tabs in the interior bottom flanges of the deck, spaced 6 inches (152 mm) on center. The lightweight concrete systems are: 1, Zonolite insulating goncrete with or without Insulperm board, constructed accordipg to Evaluation Report ER -3260. 2. Redcolite insulating concrete and insulation board, constructed in accordance with !valuation Report ER -3536. 3. Lightweight insulating concrete complying with specifications in Section 2,1.4 of this report. Allowable diaphragm shear values are presented in Table 17. 2.1.8 Acoustical Deck:I and N types are available as acoustical deck. See Figure 5 for p rforation patterns. Data In Tables 3, 4. 5, 6, 20 and 21 also apply to the acoustical versions. Acoustical uses are limited to non - fire -resis ive assemblies. 2.2 Design: 2.2.1 General: Section properties and minimum design thick- nesses are snowy. ;n Tab e 2. and deck proliles are shown in Figure 2. Accompanying table describe allowable diaphragm shear and superimposed loads fon each deck type. The general notes provide additional information. Allowable tension forjarc spot welds is determined by Equation E2.2 -8 in Section 2230 f the code. 1 valupnon reports of ICDt7 Esuluasinn ,Service. Inc., are issued solely to provide information to Class A members nf(ICAO. nnliang the code upon which the report is hay. Evaluation n'portt are not in be runprrud at representing ae••nccrics or any other attributes not spectfi`cally 6ddressed nor as an endorsement or reconunen- datiod for use of the subject report. This t`eport is bated upon independent tests or o ter technical data submitted hy the applicant. The 1C80 l va/uash1n Service, Inc., technical staff has reviewed the test results and/or other dam, hut does not posses test faciiinos to make an Independent rerificaslnn, There is no warrant) by ICBO Evaluation Service, Inc., express or implied, as to any "Finding" ur other matter it the report or as tu any product covered by the report. This disclaim r includes, but is not limited to, merchantability. AUG -18 -2000 09 :56 425 992 0134 99% P.02 Page 1 of 4 CZ 2 U) U) W U) W; W 0 u. N O H W ~~ O! Z F' W W ; 0 N i f_ U. W W• FE; Z !. 0 F= 0 Z DECK WOE ALLOWABLE PUI.LOVER LOAD (Ib.) 20 00 22 .130 24 a 30 26 :20 AUG -18 -2000 10 :013 ''I' Page 2of4 i 1 I Alto kable pullover loads for the ITW Buildex T TEKS 4 and 5 self-drilling screws with 0.415 -in mm) washer heads, used in 15/16 -inch Vercor de AXX 4 and 5 and ;h•diameter (10.5 :k, are as follows: For Sl: 1 lhf = 4 N. 2.2.2 Concrete Diaphragms with Shear Conne ors: Concrete dia- phragms 4ith shear connector studs may be used with Types B. BR, BCD. W2, W2CD, W3, W3CD, N and NCO deck ty es. Details are in Table 28. [)eck flutes are perpendicular to steel su ports, Shear con- nector studs may replace required arc spot weld 2.2.3 Composite Decks for Floors and Roofs: T ese decks are the same material and linisn as described above, but with various depths of Concrete as set forth in the accompanying tables. and web and flange!embossments designated as Formlo Concrete is made with normal rock or expande shale aggregates and must have a minimum 28 -day compressive stength of 3.000 psi (20.7 MPa The minimum concrete fill thicknegs is 2 inches (51 mm) above the top of the steel deck. The deck types used with concrete fill are as 1 (laws: 1, Types :B -36 and BR -24, -30, and -36 Formlo . 2. Type N -24 Formlok. 3. Types ! W2 -36 and W3-36 Formlok. Where bearing lengths at reaction points of de with mininjum values in Table 18. separate analysi is requiredl in accordance with Section 2230 - C3. quirements in Table 18 apply to bare decks and t during the construction phase only, prior to the co minimum compressive strength 2.3 Installation: Arc seam or arc spot (puddle) welds for field asse ing must have an effective fusion area of at (east (9.5 mm by 25 mm) or 1 /2 inch (12.7 mm) in dia Seam welds are a minimum of 1 inches (38 m E60XX filler metal is used. Other weld requirem with AWS 0 1.3 -81. 2.4 Restrained Fire- resistive Ratings: 2.4.1 Conditions of Restraint: Interior spans o slabs maybe considered thermally restrained. Fa evidence substantiating adequate thermal restrai Section 703,2 of the code, must be submined to a building official. 2.4.2 Vercor, Vercor Ventlok, B, N and W -2: Ty Ventlok. B; N and W -2 decks may be used for a tive roof deck with exposed soffit. subject to th Lions: 1. The till type, thickness and construction are a 7 -C atlthe code. 2. The maxim :01 clear span tor No. 26 gage d to 6 feel 8 inches (2032 mm) and for heavier 6 inches (2590 mm). 3. The decks are attached to supporting structu forth ih the tables accompanying this report 2.4.3 8. 8R, N, W -2 and W -3 Formlok: Types W -3 Form ok. when used with a structural concr two -hour ire - resistive rating with exposed unde either a r of or floor. provided: 1. The aximum clear spans tor 8 and BR For 12 te 1 (3658 mm), anrt the W2. W3 -36 and ed to 13 feel 2 inches (4013 mm). AUG3 -18 -2000 09 :56 UERCO MFG. SEATTLE PALMER ks do not comply for web crippling of the code. Re- composite decks crete's acquiring bly of steel deck - /8 inch by 1 inch eter. respectively. ) long. Minimum nts must comply continuous deck other conditions. 1, consistent with d approved by the k shall be limited age decks to 8 feet es Vercor, Vercor o -hour fire- resis- following condi- set forth in Table al elements as set (, BR. N, W -2 and te fill. shall have a tide when used as (ok are limited to Formlok are lime- 425 8e2 0134 P.0.3 ER - 2078P j D 2. The minimum gage of stee is No. 22 manufacturer's standard gage. . No elec ti.Gal.racew3 are placed in the concrete fill. 4. The minimum attachments.are as follows: a. All welds at each suppgrt shall be 1 /2 - inch (12.7 mm) effec- tive diameter arc spot (puddle) welds as required for dia- phragm shears, but th re shall be not less than four welds tor 8 -30 and B -36, threle for B -24, and one in each valley for W -2 and W -3 Formlok decks. h • arc spot welds and shear studs coincide, the art; spot weld may be elinlinated. b. Attachment to chords or struts shall be welds as required for diaphragm shear vkith concrete (ill. c. Sidetap attachments small be button - punched at 3 feet (914 mm) on center. maximum, for B. N. W -2 and W -3 decks. For BR decks. use a 112 -inch (38 mm) seam weld at 3 feet (914 mm) on center. 5. The concrete fill thickness a�ove the deck top flange must be ei- ther 3 inches (82 mm) for structural lightweight concrete having a unit weight of 110 s 3 pounds per cubic foot (1762 2-.48 kg/m and compressive strength of 3,000 psi (20.7 MPa); or 41/2 inches (114 mm) fdr normal- weight concrete having a unit weight of 150 ±3 pounds per cubic foot (2403 =48 kg/m and compressive strength of 3,500 psi (24.1 MPa). 6. The concrete fill is reinforced with minimum 6 -by -6, W1.4-by -W1.4 welded -wire fabric, placed at the center of the concrete tilt. 2.4.4 Additional Fire- resistivei Ratings•. 1. The following are additlon4I fire- resistive ratings for Types B, BR, N. W -2 and W -3 Formlpk decks: a. One-hour rating with 1 /2 inches (63.5 mm) of 3,000 psi (20.7 MPa) lightweight (110 pcf (1762 kg /mm structur- al concrete or 3 inches (89 mm) of 3.500 psi (24.1 MPa) normal - weight (150 pdf (2403 kg /mm concrete overtop (lute of deck. b. Three -hour rating with 4 inches (108 mm) of 3,000 psi (20.7 MPa) structuraI lightweight 010 pcf (1762 kg/ mm concrete over lop flute of deck. 2. One- and two -hour restrained fire - resistive ratings for steel decking with Zonolite insulating concrete with or without Insul- perm insulation board are described in current report ER -3260. 3. Two -hour restrained fire - resistive ratings for steel decking with polystyrene insulation board and Redcolite Perllte insulating concrete are described in current report ER -3536. 2.5 Unrestrained Fire- reslstlr Ratings: 2.5.1 B. N. BR. W -2 and W- 3�Formlok Types B, N. BR, W -2 and W -3 Formlok, when used with structural concrete fill. have a tire- resistive rating with exposed u derside as a floor or roof deck. pro- vided: 1. The minimum thickness is No. 22 gage and maximum clear span is 9 feet 6 inches (2896 mil). 2. Decks are attached as tollddws: a. At least four end and upport welds are used for 30- and 36- inch -wide (762 an 914 mm) decks. and at least three welds for 24- inch -wi a (610 mm) decks. b. Attachment to chords' or struts must be welds as required for decks with concrete fill to resist the diaphragm shear. c. Side(ap (seam) attachments must De button-punched or welded along the seats at 36 inches (914 mm) on center. maximum 3. The concrete fill must be st panded shale or slate aggr The unit weight of the co n foot (1762 kg/m wit h strength. f',. of 3,000 psi top flange of the deck is 3 99> uctural lightweight concrete with ex- gate and 4 to 7 percent entrained air. rete must be 110 pounds per cubic a minimum 28 -day compressive 20.7 MPa). The thickness above the / inches (82 mm), P. 03 I t i i 2 LIJ W U � o W tL o LL � O ': Z W N Z • 1 ; 1 ^ ii � • AIJG-19 -2000 10:08 rarge,3 01 4 4.; The unrestrained assembly is assig rating as the fire - resistive rating of or a lesser rating. 2.5.2 Steel Decking with Zonellte: On • stiained fire - resistive ratings for steel de ing concrete with or wfhOut Insulper scribed in current report ER -3260. 2.5.3 Steel Deddng with Polystyrene: resistive ratings for steel decking with p aril Redcolite Perlite insulating concrete pdrt ER -3536. 2.5.4 Fireproofing Spray - applied to h with fireproofing material spray - applied side are described in current reports EA-4607. In addition. prime - painted Typ decks can be sprayed with MK -6 (repo ER -1244) and JN (report ER -1697) firep 2.5.5 Steel Deck. Spay- applied Fire Fre- resistive ratings with Verco steel dec ing and concrete till are achieved with F for welded -wire fabric in accordance w 2.6 Special Inspection: 2.6.1 Concrete: Continuous special in concrete reinforcement is in accordance 1701.4 of the code. The inspector's d testing. and verification of concrete min placement. and concrete placement. 2.6.2 Welding: Continuous or periodic ing is in accordance with Section 1701. *ding, the welder must demonstrate his scribed weld.to the special inspector's sa otter duties include verification of welding procedures and welding process 2.7 Identifialion: Each bundle of decking is marked with tit naiiie, deck type and gage. SHEARTRANZ - SHEARTRANZ' while SHEARTRANZ - SHEARTRANZ II, • VERCO MFG. SEATTLE PALMER d the same lire- resistive supporting steel bearns. hour and two -hour unre- king with Zonolite insulat- insulation board are de- wo -hour unrestrained fire - lystyrene insulation board re described in current re- ctc Fire - resistive ratings o galvanized deck under - ER -1244. ER -1697 and B. BR, N, W -2 and W -3 ER- 4607), OC/F (report oofing materials. ding and Concrete Fi l: , spray - applied fireproof - ermesh fibers substituted report ER -4811. s ection for concrete and •th Sections 1701.1 and es include sampling and reinforcement types and , eclat inspection for weld - of the code. Before pro- ability to produce the pre - sfaction. The inspector's vials, weld preparation. Verco Manufacturing Co. pieces are stamped with II pieces are stamped Generet Noses: The following notes apply to al of the accompanying tables dated November 1996, unless otherwise noted: 1. The'auowebie diaphragm shears listed in the tables are in pounds per Fnear foot. 2, Thebase metal thickness for all dells Is indicated in Table 2, Thickness tolerances shall comply with Section 2230, A3.4, of the code. 3. Deck panel seams may be fastened by we ds or button punches. as indicated in the evaluation report. The tench of seem welds shall be al minimum of 1'/ inches (38 mm). The standing seam joint. wheie required. shall be fastened at 3 feet (914 mm) on center. mum. AUG -19 -2000 09:56 425 992 0134 P.04 K1 ER -2078P 3.0 EVIDENCE SUUMITTE4 Reports and analyses tests on full -scale diaphragms and compos- ite decks, and fire ttstd. 1 Findings 4.0 FINDINGS That the Vero Steel gets described in this report comply with the 1964 Uniform Berl rep Cede "for use as floor and/or root sys- tems to verist vertical and berizental fortes, subject to the follow- ing condlUons: 1 4.1 Composite sectihns are not used far loads that are predomi- nantly vibratory} 4.2 Where used as diaphragms: 4.2.1 A one -thi increase in allowable shear Mires is not pennino tar horizontal forces. 4.2.2 Allowableq shear values are as set forth in the fables accompanying gill report for the type of deck in- volved. 1 4.2.3 Diaphragm deflections shall net exceed the per- mitted re - deflections of walls between the dia- phragm 1 eel and the floor below. See Table 16 for diapbrag flexibility and deflection limitations. Vertical lead d ign without a caacrete fill is based an the sectien preperti in Table 2 01 this report. 4.3 4.4 Special inspedihrh is provided in accedence with Section 2.6. 4.5 Fine- mistre askemblies are aswded to be unrestrained unless evidence b atandatina adeguate thermal restraint is submitted to d approved by the balldine official. See Sedian 2.4.1. 4.6 The dads are miinefactsred and installed accor to this report. 1 4.7 Allowable loads and deflections am as set forth in this re- port. The ardhitelt or engineer of record :loll submit :tree- tural calwhlleas demonstrating that the applied loads comply with this report to the building official far approval. This report is subject to re- examination in two years. Deck panel seams mar be fastened with ssff•tapping, self-chilling steel screws in place of button punches without affecting the shear and flexibility factors, u nc .r me following conditions: a. The screw size is minimum No. 10 with a minimum 3 /4-inch (19.1 mm) length. I b. The screw spacing L identical to the tabulated button -punch c. The deck material tit ass Is et least No. 22 gage (0.0276-inch base m thickness). a. Are seam or arc spot ( pt area to supponing,mem wide by 1 inch (25 mm) 99% di e) weld, shall have an effective fusion rs at least equivalent to 3/6 inch (9.5 mm) hg or 1 /2 inch (12.7 mm) in diameter. P. 04 rJ Q . W CO IL Q W O ` LL Q' W Z � 0 01- ;, W W ' H LI O Z 0 ! AUG-19-2000 10 09 5. End arc spot puddle weld patterns for the Types 8, 8R, H58, N, W2. W3, Ind SHEARTRANZ'' are shown below See Tables 7 and 8 for Vercor and Vercor Venllok deck end welds. See Figure 1 for System BO. Figure 3 for 15/16 Vercor fastened with screws, and Figure 4 for SHEARTRANZZ" II. MUM 4� $ tf where: r v = where. r = • • • • se- se 4 6. Spacing of marginal welds to members parallel to flutes: a. Arc spot puddle welds to members such as hords and to collecjor elements such as struts or has seal nave a spacing in feel (mm) equal 10 35.000(e - v (For SI: 6. 30(e - Uncoated steel tnickness of fluted deck, In i nes (mm). Actual diaphragm shear at boundary suppo or actual shear transferred to collector (al struts or ties), rn pounds per fool (N /mm), Allowable diaphragm shear values i pounds per loot are set forth in Table 1. b, Fillet welds to members such as diaphragm hords shall have a spaci g in feet (mm) equal to 480 I. • - v (F. r SI: 84 r,,, - Length of weld, in inches (mm): but not less han 1 inches (38 mm). v = Actua diaphragm shear to he transferred to hords, in pounds per foot (N /mm). c. Fillet lvelds attaching the diaphragms to stru s. lies or other collector elements snail have a spacing in fe • t (mm) equal to 300 - v (For 5I: 53 I., ; v), where v is th actual shear to be transferred to the collector element. d. The geld spacing is 3 feet (914 mm) maxi m 7. For attacfjment5 at Interior lines of shear transte perpendicular to deck corr gallons: The shear transfer from a diaphragm to interior lie or slru lines perpendicular to deck corrugatto s shall not exceed the shear values indicated In the tables. Two lin =s of puddle welds Aft& 771 Z -.O * Altai-1P AUG -19 -2000 09:56 UERCO MFG. SEATTLE PALMER 425 882 0134 MCC ?roe A/ MA air "^eirw 34 /hr, W3 -Z4 se c«4 : aus r Maur rrrs& t -TPPZ ^wig VCRCO SPICARrRA.wr P.05 tat- euiesr may be used to develop the ac ual shear transfer to these collector elements. 8. Where individual panels are cu . the partial panel shall be fastened in a manner to fully transfer th shears al the point of the diaphragm to the adjacent lull panels forte values specified In the tables. 9. The minimum 28 -day compreskive strength for structural concrete shall be 3,000 psi (20.7 MPs), nd density shall be as indicated in the tables. The minimum dept of concrete shall be 2 inches (51 mm) over the top flange. and it is reinforced with a minimum 6 -by -6. W 1.4 -by.W 1.4 welded -wire la lc. The reinforcement shall be placed near the center of the fi over the top flange. Where concrete fill depth exceeds 3 inches (82 mm), welded -wire fabric with an area equal to 0.00083 times the area of concrete fill over the metal deck. is required. 10. All decks with structural concrdte fill may be considered rigid diaphragms. See Table 16. 11. For decks wen structural concr to fill, the diaphragm shear values and flexibility tactors apply to ck sections with or without embossments. 12. For decks with structural concr to fill, the diaphragm shear values and flexibility factors apply wh4ther or not the sidelaps are attached, 13 For SI dimensions the tollowi g conversions apply: 1 inch =25.4 mm, 1 Ibt /ft = 14.6 N/m = 0.0146 N/mm, 1 in = 645.16 mm 1 tn = 16 387.06 mm 1 in' = 4 162 314 mm', 1 psi = 6.89 kPa, t ft = 304.8 mm, 1 pcf c 16 018 kg/m 1 psi a 0.0479 kN /m 1 Ibf = 4 45 N. 99% TOTAL P.05 P.05 GAGE WEIGHT (Lbs. /Sq.Ft.) $(1N +S(IN - S(IN 20/20 3.9 .35 .30 .41 18/20 4.4 .46 .44 .49 20/18 4.4 .40 .30 .43 18/18 5.1 .52 .45 .57 18/16 5.7 .57 .46 .58 16/16 6.3 .70 .63 .71 GAGE WEIGHT (Lbs. /Sq.Ft.) I(I■ +S(IN - S(IN 20/20 4.2 1.41 .58 .81 18/20 5.0 1.83 .86 .98 20/18 4.8 • 1.58 .60 .99 18/18 5.7 2.04 .88 1.20 18/16 6.2 2.24 .89 1.34 16 /16 7.1 2.74 1.22 1.62 attachments WELDS TO SUPPORT The performance of the roof deck diaphragm depends on the quality of the welds to supports and the side lap attachments. Each welder should demonstrate his ability to produce quality welds. In a test, if a piece of deck welded to the support should be pried apart, the deck should tear and the if weld should be sound. I To test a button punch connection, an average sized man should be able -- to stand (not jump) on the flute adjacent to the attachment without it coming apart. is Cellular Deck TYPE HSB -36 CD (also available 30" & 24" wide) kosi bsi Mai HSB -36, SYSTEM 80 AND N -24 DECK PUDDLE WELD Effective Minimum 1/2" Diameter or 3/8" x 1" Long (No Weld Washer Used) VERCOR DECK PLUG WELD Through 3/8" Diameter Hole In 14 GA Weld Washer SIDE LAP FASTENING TYPE N -24 CD BUTTON PUNCH 3/16" Diameter Button Protrudes Noticeably Interlocking Units TOP SEAM WELD Clinch First To Get Contact Of Lips 1 1/2" Long Weld Must Engage Top Of Inner Leg SIDE SEAM WELD Clinch First To Get Contact Of Lips 1 1/2" Long Weld Must Engage Inner Leg And Have Fusion Top And Bottom Gage Spacing of Puddle Welds, Inches 6" do 9"c/c 12"cic 18 °c/c 24 • 1530 1019 765 510 22 1914 1275 957 638 20 2300 1532 1150 766 18 3060 2039 1530 1020 16 3828 2551 1914 1276 ti 14 Technical Dat 1. How to use the vertical load tables: a) Determine the total load and the live load for the roof deck. b) Using the total load, select the gage and the span with equal or greater value for s (stress). 0) Using the live load, select the gage and the span with equal or greater value for t (deflection). d) Select the gage and the span for the roof deck that meets both steps b and c. 2. The following formulas were used to calculate the vertical loads in the tables. All values are based on uniform loads In all spans. a) Stress Simple span Two spans Three or more spans Deflection Simple span • Two spans Three or more spans c) Allowable design stress HSB -36, System 80 N -24 Vercor s = 1.5 wl /( +S) s = 1.5 wl /( —S) s = 1.2 wL /( —S) A _ .013 w1 (1728)/EI A = .0054 wL (1728)/EI A _ .0069 w1 (1728)/EI 22,800 psi 20,000 psi 30,000 psi 3. Section properties have been computed in accordance with the Specifications For The Design of Cold - formed Steel Structural Members published by AISI. Weights shown are approximations for design purposes. All materials are subject to AISI tolerances. All dimensions are nominal and are subject to manufacturing tolerances, Section properties and values shown for HSB -36 also apply to 24" and 30' wide HSB deck. 4. Diaphragm shear values were determined by tests conducted by S.B. Barnes and Associates, Los Angeles. Data Is contained in ICBO Evaluation Report No. 2078 and U.S. Goverenment Tr( Service Manual, TM5- 809 -10, Seismic Design For Building. 5. Attachments to obtain diaphragm shear capacities shown In the tables: a) Welds to supports perpendicular to the ribs of the deck are shown with each product. Weld washers are used only with Vercor and 24 gage System 80 deck. (Not used for HSB or N Decks) b) Side laps should be fastened as shown In the diaphragm shear tables. c) (HSB -36, System 80 and N -24) Vary the spacing of the boundary welds to the shear collectors parallel to the ribs of the deck to meet the shear to be sferr . , aximum s . . ' Is 3 feet. Use the following table to deter- mi :e a space ALLOWABLE SHEAR FOR ARC -SPOT (PUDDLE) WELDS PARALLEL TO DEC FLUTES FOR GALVANIZED OR PAINTED DECK ( LBSI L F ) (Vercor) The first number In the weld pattern column indicates the weld pa tem perpendicular to the corrugations a the exterior of the diaphrag . of shear collectors. The second number Inds .. •. . . pattern all other : pports. No side la nt b pports Is required. Weld washers .: welds. If mesh is used, It is to be 2 Inch hexagonal mesh woven from 19 gage galvanized wire with longitudinal 16 gage galvanized wire spaced 311' c/c. When anchor weld washers are required, provide a No. 3 bar continuous at exterior boundaries of the diaphragm that are perpendicular to the corrugations. Weld spacing for attachment to shear collectors parallel to the corrugations of the deck shall be as to limit the amount of shear to be transferred to 800 Ibs per weld. VERCO MANUFACTURING CO. 6. End Laps a) To develop the ICBO approved dlaphragm values for both System 80 and Sheartranza, ends of sheets must be lapped a minimum of 2 inches. b) When HSB -36, N -24 or Vercor deck are not used with Sheartranzt they can be end lapped or butted. c) Die set ends are necessary only for end laps of 16 gage deck. 7. Deck should bear on supports a minimum of 2 inches. 8. SHEARTRANZ® and VENTLOK, trademarks of Verco Manufacturing Inc. are cov- ered by one or more of the following patents: United States Patent #4, 186,535, United States Patent #4, 106,249 9. Primer paint is intended to protect steel deck for a short period of exposure in ordinary atmospheric conditions. It should be considered as an Impermanent and provislonal coating. 10. It is necessary that steel deck receive proper care at the Job site. Bundles should be stored off the ground with one end elevated. They should be covered with a waterproof covering that allows ventilation to prevent condensation. 11, Admixtures containing chlorides must not be used with galvanized deck, 12. Symbols BP - button punch TSW - top seam weld 11/2" long SSW - side seam weld 11.4" long s - carrying capacity at allowable design stress, (Lbs. /Sq. Ft.) A • carrying capacity at 1/240, deflection limitation (Lbs. /Sq. Ft.) L - span (ft.) w - uniform vertical load (Lbs./Sq. FL) S - Section Modulus (1n I - Moment of Inertia (In E - Modulus of Elasticity of Steel — 29,000,000 psi c/c - center to center q - Allowable Shear (Lbs. /LF) F - flexibility factor. The average mlcroinches a diaphragm web will deflect in a span of 1 foot under a shear of 1 pound per foot. — Indicates allowable load for deflection exceeds allowable load for stress R - Is the ratio of the Span of the deck to the length of the piece of deck. (An example is: R for three span deck is 151 DCIINGINEERS I- - D'AMATO CONVERSANO INC. r o No. Project r Q / ! „ Subject W ld x ;o + ' Sheet No. Date 0 4 i By MM W VJis ip c��o If (r' kM u 4-1 • LI) j1o)(30 moot d & o aria d 47, eo llw r aoh vt Co )615 P ►1') : 'boo 71 1/1 +9 T S Ts 'r6T -- '1- (2 >.c.tvx fq IV> (.� k II•I lL o 1) L 11(5( x a' - 5" Lon)( M) F Vitt) O tH. fX 'aauu.�,. DCIINGI.NEERS - D'AMATO CONVERSANO INC. Pro, No. Q 42z'1 Project Subject µ--- p aa.v Sheet No. Date B/7ro By r —s ; 172 ref meow 1;0 39$ ( $&e . 49-‘.- ,a- a -r ( ) (Pf ( 1/ 6- 00 C4i) T- 6,3,s �) C 6 � �- a. (Ecm-re t)- ' z- k L , ~ "L -- ` k 7 ~ (kftW c (C'fbor •••■ �c9 Lim 4Un4 �( v. DY9Nt 11 d "a604):44 a�M ,L-9L0-7 (E .+' (tv ),, . VI�11F{ - z C4 (1 w) _ 2063 FP. '4'14 (mb)(4.sgo_ —1210o 4 Aia kt& frisk . DCI.ENGINEERS IN D'AMATO CONVERSANO INC. 1 P --- roject No. Project Subject Sheet No. Date By 176---a-eJa = 2o43 tA0 ( 1 l xo % J `t12 . + f(Z e Sic" 643 > &1 g z . 5 z—? Vo vkl -11.1 V f 24" (31e +3 ) - /'f.&(0 f- VeC...r : Zo ( &)t- V i -4`` ef- J 1 • EXPOSED AGGR EGA TE'• T :LT• ''P P1.N6L5 S s 1 ' Is • K 2' —c (sari- co Zd (—d " (Sa .4.D). . WEST ELEVATION s:uT� ELE VATI')N tP1111111M11111111111111 • • L • 914, • I . • O „ EAST ELE .ATI�N �•4L .VV S %IEET 'N EAPOSCO AGG REGATE -••- TILT- UP PAI.IEL% v rt -� rlct e O'z- c ! W 4--(A— imam -u- , NORTHWEST ENVELOPE T EfPOSED AfrCREGATE T•LT -U - PAAJ EL.S VON N.1,: 4•4 0 (i•C M • : ,— l% ` • t' 1' vocincAsivo S744L1D /RO />•u.Cc 5 • T L NbrIED • I s'' • 1 1 AIt 1(1.G 3 E,SUAL sPCa. c 2)56•F. All ARoop �i O.1 OWL1 S No S CALw. 9 , I to 11 . 94 D ael 4 OANtI J a K �MIY • , i3 10'-0 10'-0 4. L -9$4J 4.9% 10'•0 P/MNF-L D 11.10W t.4 - I QEdo • J 6 O PP. NAND• 1 1. 3 1 —. L_ X p! • 17% • S• pr • ll ++. 3.•7k De_ Dl e .41•J PF - •• G'4:lEZ 4 a .1,/ , E 19 eade UTS $ / 4 4 . 8 1 10 . 5 =1 Pzx r4 EL H- I R EQ,D. N• 0 1_ —L .._ CLAP Aril 'Way." • A � ` "oc -' 3 l m T • , Gt. 1 14• ; RLI, • I ff i 514 1 5TAWDARO PAWGL CLIP DETAIL 1 4 0 3CALG .3 "' 0r i (0-3‘ , fOuea. sies. " 44j *It •41 1 2' 5 8 24 FAat r n , 41%Ctb - ZYPttst. vtINW. t Tie _2:Ie NEL P- I REQO. CHAMFER, ---- r � . 3 4 H W N O 1 r OWED MINIM 1.113 - NZ$(' = 1+H:tV E3� 'opaz» - - rar.vd 3:■. av3h '97dS lvnb3 £ 1 • /1A ,+ 1 1 I A 11 a,ba b i• 3 Nvd . 154; - 1Vner 0 — - -A1f10 N► 37vd ' vt•01 •,. .zi ' OZ • 1 at of 1 Lt 91 'ap 3'23 I - b 13 N Vd 0 •,S • 's as 11 1,11 -,G1 - -*. 91 E Noiln s 11- • • C• 6 L • DCI.ENGINEERS E D'AMATO CONVERSANO INC. Project No. Project r , tut TQG14 (ty Subject * Dim° rly1 (It (novo -0 o Sheet No. tfk Date b i l G f By i p VOA. 'ext T(I4 WAIF: lo" 0 14 4 C~( - 0r11S'h;.e blc1 /6. dvelulr- • 6 ikeetY - Q G,' or ►.P.Q 11 1601 0066 36 8 l k. r am (= crg 1 150 (s. .c9 w s� kta, V qrarlzy(ev `lo (� ` S 0cr►` b1d o ltiw . ctAi A fr Im /f gad b' to-vu eve coke /p laic tan. ff`*ti. 2�P� �� Cb 1� - ZZ `� 14— (0 tom. r t fur e x is i- pa KtP - 4 k, !v uC€ ;14 66 6 Rad fC tom'. v (c4 DCFENGIINEERS E D'AMATO CONVERSANO INC. Proj, No. �922 Project Subject wolt #36 Sheet No. �2 Date (SDv By totv,,,Q __.-y c (f@ 30 —v'`` o -‘-`) - gc)' (3.6 r l8.3S- 1 �° co M . o..; S k) C ‘f. L 'f.c4 ,' T kvi 1 4 /4. 94.4 A 3 06 7 13Y DCI ENGIN IN D'AMATO CONVERSANO INC. Prop No. Project F &,4 S mot. Subject v . Jo c ' . CO WA-US * 34 U Sheet No. Date By t s C (2 >(7.0) ‘e 2 %(- 3 (.0 4, 50 31.5 �o o.44 • 3 I /� T� i s 3s6 l 14.) -7 Ga a-4. C� 2 24-y . A l FA F 0 .2 7`7 2 , 7 n.�.. L t —at_ tArr- 4A.1 DCI•ENGIi' EERS E D'AMATO CONVERSANO INC. Prop. .'No. 9912S Project Subject U 7 IA.A.v * 30 Sheet No. Date c5//7/ By (6.ee A-if-44.4/2A , 4 *.-te(2A ( +WA) Y@/2o {.(V ) sz pM-a. of e24 k Q e ( -v- 1 ` 3 a�- 0 .2) 0 769 � I.716 Iik /. At=e-1- 6-€ 7-ss (tf . M 4:44.4 b-(14-14, (� I .D-t s ,way m taki)(11450 #46 itft Da 17-1 WF GIRDER TO COL CONNECTION AT ROOT= TYP -- L PER 18/S6.1 TOP CHORD EXTENSION PER ARCH EXSITING TILT -UP CONCRETE WALL . / /4x9x9 W/ (2) 0 A325 THRU BOLTS 0 48 "0C 107 e " ' OWSJ AT EXSITI J R 4)(8)(1/2 & CONNECTION PER 19/S6.1 1 /4 L3x3x x 24" LONG EACH SIDE OF WIDE FLANGE BEAM FOR BEARING 7" BEAM T /EXSMNG CON METAL ROOF DECK PER PLAN OWSJ PER PLAN WF BEAM PER PLAN 1 111: BEAM PER PLAN - v - - .y PI ' I et. 1 UP CONCRETE PANEL SCALE: 1 " =1' -0" T /STEEL EL = 30' -11 SCALE: 1"=1'-0" ROOF DECK & CONNECTION PER PLAN T /STEEL PER PLAN a firap • 401 TUK No. Revia OTE: T /EXISTING t pijt PLYWOOD ZSI —�vSZ PER PLAN 3IMPSON HTT22 TENSION 4 1 TIE EACH SIDE OF EXSITING 4x EXSITNG 4x PERLIN DRILL THROUGH EXSITING EDGE MEMBER EXSITING GLULAM BEAM WT6X39.; x 4 W/ (2) /ES H TI HY -150 ES VE x 5" EMBED 5 /8"0 A36 ROD W/ HY -150 ADHESIVE x 4 5" EMBED TYP 0 EACH HTT TIE — EXSITNG L 0 EMBED EXSITING SHRATHING 4 OWE L4x4x' /4 DOWN TURNED ANGLE METAL DECK pGE SUPPQ�RT BETWEEN JOIST. CONNECT TO EXISTING EL W / / "1 ROD W/ HILTI HY -150 ADHESIVE x 5" BED 0 36�OC (MAX) (4) MINIMUM EACH " SEGMENT. 4 . 4 .. i • %/PANEL CONNECTION WAREHOUSE 0 cn 1 /4 METAL ROOF DECK & CONNECTION PER PLAN -" OWSJ PER PLAN WF BEAM PER PLAN EXSITING CONCRETE PANEL SCALE: 1"= 1 '-0" T /ROOF DECK PER PLAN TEL �. f PL*$J „ z cu sy2 T /FRAMING 'F EL VARIES PER PLAN M i ,.,.+::raw. sab:svakd3,c:+;�ali iti5i` JOIS ROOF JOIST / WM TYy 1/4 1 /4 2 ANG' F PER, E F ' . . O TYP w 111 oy MET) ER -F v O , • z `U N` 0 737 Fi`/'5T METAL DECK PER PLAN REF 1/S6.3 FOR CONN REQUIREMENTS TS PER PLAN bumOo+1.4 .MMtYaVey . PLA COLUMN BEYON BOWSTRING TRUSS SUPPORT @ EXIST TILT -UP BOWSTRING TRUSS PER PLAN & ELEVATION SCALE: 1"=1'-0" 01 ti1:.S4: .uL.51�,F �• ';S':k:'s!.i1dD"D SUNSCRI DCLENGIIEERS IN D'AMATO CONVERSANO INC. Proj \To. Project Sheet No. g,* Date 1 By . Subject V g I�JJ� - e .o.,. ?� -- GEC. d-Ct cv = /3,5(c. s -o ?'S 4 1 / y eor sI 62 3°' (2-0 4- 2. u 6-(2 k T 4 � ( C )1 4 : V))_ / t,S4 S � "( ,)(iv) 30. ' , , -s ue, Y (3,5 Co) , S".23-he.- 1ro,1 b•G4C 9.0.4 DCI.ENGIb ° EERS E D'AMATO CONVERSANO INC. Proj .'vo. Q�2e y Project Subject TS C, P ?* s Sheet No. Date By T ? i fo, S k - C /3-S> 4 ,1, 1 Mse. 14-gsv. "7" 42 1c42. 75i 4614. 40 (44 a )C' DCFENGIINEERS le D'AMATO CONVERSANO INC. Pro) .Vo. 99 zz� Project 7 Y 1 - 4 9 Fedi? (4,Jra& ), mo) Subject Sheet No. Date 7 By Q treA-A^^^e Di--74 \ 41,5) 30 ao �c C ho e s- C3ox - p a 14 x toS. _ a__5-3,\,(245-) + 36 M= L�. 153 5 5 bo)Cr 60.5+ -a 2-s (sit) • GHAu C n► � EXPIRES 4/3/61) TECHNICAL INFORMATION REPORT CORRECTION LTR #_ I understand that the PI' subject to OP',. RECEIVED CITY OF TUKWILA Stf' 1 3'tiUU PERMIT CENTER 777- FILE COPY Fatigue Technology, Inc., 401 Andover Park East Tukwila, Washington Prepared for: . CNA Architecture 108th Avenue N.E., Suite 400 Bellevue, WA 98004 -5118 July 7, 2000 Revised August 14, 2000 Revised September 11, 2000 Our Job No. 7256 CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES 18215 72ND AVENUE SOUTH, KENT, WA 98032 • (425) 251 -6222 • (425) 251 -8782 FAX TABLE OF CONTENTS PAGE 1.0 PROJECT OVERVIEW 1 2.0 EXISTING CONDITIONS SUMMARY 1 3.0 PROPOSED CONDITIONS SUMMARY 1 4.0 ANALYSIS OF THE EIGHT CORE REQUIREMENTS OF THE KING COUNTY SURFACE WATER DESIGN MANUAL 2 5.0 SPECIAL ANALYSIS OF SPECIAL REQUIREMENTS 3 1.0 PROJECT OVERVIEW The proposed project is located within a portion of the Southeast quarter of the Northeast quarter of Section 26, Township 23 North, Range 4 East, Willamette Meridian, City of Tukwila, King County, Washington. More specifically, the site is located at the southwest corner of the intersection of Treck Drive and Andover Park East. The proposed project is to construct additional space along the existing building. The site is currently developed and consists chiefly of impervious surfaces of asphaltic pavements, the existing structure, as well as associated parking areas, drive lanes, landscaped areas, and utilities. 2.0 EXISTING CONDITIONS SUMMARY Drainage on site is collected by a series of catch basins and tightlines located throughout the subject property. The runoff is then conveyed to the southeast corner of the site and discharges to the existing storm drainage system along Andover Park East. The water then turns in a southerly direction and continues to the south along the western side of Andover Park East through a series of catch basins and 24 -inch storm drains, for approximately 2,000 feet where it then intersects at the intersection of Minkler Boulevard and Andover Park East. At this point, the drainage collects within an existing open channel/culvert system located along Minkler Boulevard. The water is conveyed into this open channel system via a 36 -inch concrete pipe. The open channel is approximately 6 feet wide with 3:1 side slopes. The side slopes are heavily vegetated and the open channel is approximately 10 to 12 feet deep. The flow then continues in an easterly direction for approximately 600 feet where it then is conveyed into a Regional Detention Facility. There is approximately 68,226 square feet of existing impervious are subject to vehicular use. 3.0 PROPOSED CONDITIONS SUMMARY The project proposes to add 37,545 square feet of new impervious area subject to vehicular use. In addition, 21,498 square feet of existing impervious surface subject to vehicular use will remain. Therefore, there is 9,183 square feet less of proposed impervious surface subject to vehicular use than currently exists. Within the proposed conditions an additional 31,500 square feet acre of impervious area of building addition will be added, along with additional storm drainage detention improvements. Flow control will be according to the 1998 King County Surface Water Design Manual (KCSWDM) and City of Tukwila standards. More specifically, we will be providing Level 1 Flow Control for additional impervious area. We also propose to provide water quality for the existing storm drainage on site. Specifically, it is proposed to add a new coalescing plate oil/water separator. ..;x a h_ '.e, -1- 7256.001 [BHE /mmrss] 4.0 ANALYSIS OF THE EIGHT CORE REQUIREMENTS OF THE KCSWDM Core Requirement No. 1- Discharge at the Natural Location. The dischargefrom theproposed project site must occur at the natural location. Response: This project will not divert runoff from the current drainage pattern and will discharge at the natural location within the existing 12 -inch storm drain running east underneath Andover Park East. Core Requirement No. 2 - Off-site Analysis. All proposed projects must identifii the upstream tributary drainage area perform a downstream analysis. Levels of analysis required depend on the problems identified or predicted. At a minimum, a Level 1 Analysis must be submitted with the initial permit. Response: Based on field reconnaissance it appears the site receives little or no upstream drainage from the surrounding areas. On -site hydraulic conditions, as well as the downstream analysis, are discussed within Section 2.0 and Section 3.0 of this report. Core Requirement No. 3 - Runoff Control. Proposed projects must provide runoff control to limit the developed conditions, peak rate of runoff to the predevelopment peak rates for specific design storm . events based on the runoff from defined existing site conditions and installed biofiltration measures. Response: This project proposes to provide a Level 1 Flow Control for the additional impervious area added, as well as providing water quality through a coalescing plate oil/water separator to the existing storm drainage facilities on site. Core Requirement No. 4 - Conveyance System. All conveyance systems for the proposed projects must be analyzed, designed, and constructed for existing tributary off -site runoff and develop on -site runoff from the proposed project. Response: A conveyance system design and analysis will be completed based on King County and City of Tukwila standards during preparation of the final construction plans. Core Requirement No. S - Temporary Erosion and Sedimentation Control. All projects that require engineered drainage plans shall provide temporary erosion and sedimentation control measures that minimize the transport of sediment to drainage facilities, water resources, and adjacent properties. Response: A temporary erosion and sedimentation control plan will be provided with the design of this project to minimize the transport of sediment to off -site drainage facilities, water resources, and adjacent properties. Core Requirement No. 6 - Maintenance and Operation. Maintenance of all drainage facilities constructed or modified by a proposed project is the responsibility of the property owner (see maintenance requirements for privately maintained drainage facilities in Appendix i) except King -2- 7256.004 LiH/jss] County may assume maintenance of drainage facilities constructed for formal plat subdivisions, planned unit developments, and some short plat subdivisions two years after construction approval. Response: A maintenance and operations plan will be provided with the final design review of this project. Core Requirement No. 7 - Bonds and Liability. All drainage facilities for proposed projects (except drainage stub out connections, downspout roof drain infiltrations systems, and downspout dispersion systems for single-family residential lots) must be constructed in conformance with the bond and liability requirements of King County's Code 9.04.100. Response: This project will be constructed in conformance with the bond and liability requirements of King County Code 9.04.100. Core Requirement No. 8- All proposed projects, including redevelopment projects, must provide water quality facilities to treat the runoff from new and/or pollution generating pervious surfaces and pollution generating pervious surfaces. This is to require an efficient cost - effective level of water quality treatment tailored to the sensitivities and resource protection needs of the downstream receiving water to it's project site drains, or in the case of infiltration, protection of the receiving groundwater system. Response: Within the development we have proposed a coalescing plate oil/water separator to provide water quality to the existing storm drainage system. 5.0 SPECIAL ANALYSIS OF SPECIAL REQUIREMENTS Special Requirement No. 1- Other Adopted Areas Specific Requirements. Response: The proposed project is not located within an area specific area. Consequently, Special Requirement No. 1 does not apply. Special Requirement No. 2 - Floodplain/Floodway Delineation. Response: The proposed project is not located with a 100 -year floodplain, as noted in the FEMA Map located within this report. Consequently, Special Requirement No. 2 does not apply. Special Requirement No. 3 - Flood Protection Facilities. Response: As noted in the response to Special Requirement No. 2, the proposed site is not located within a 100 -year floodplain. Consequently, Special Requirement No. 3 does not apply. -3- 7256.004 [JH /jssl az arxsr,r. z 044 1K Special Requirement No. 4 - Source Control. Response: The proposed project will be providing water quality source controls in accordance with the King County Stormwater Pollution Control Manual and the King County Code 9.12. Special Requirement No. 5 - Oil Control. Response: The proposed project does not meet the requirements of a "high use," site as noted in Section 1.3.5 of the KCSWDM. Consequently, Special Requirement No. 5 does not apply. -4- 7256.004 UHrssl Retention /Detention Facility Type of Facility: Detention Tank Tank Diameter: 4.00 ft Tank Length: . 268. ft Effective Storage Depth: , 3.50 ft Stage 0 Elevation: 0.50 ft Storage Volume: 3130. cu. ft Riser Head: 3.50 ft Riser Diameter: 12.00 inches Number of orifices: 1 Full Head Pipe Orifice # Height Diameter Discharge Diameter (ft). (in) (CFS) (in) 1 0.00 1.43 0.103 Top Notch Weir: None Outflow Rating Curve: None Stage Elevation Storage Discharge Percolation (ft) (ft) (cu. ft) (ac -ft) (cfs) (cfs) 0.00 0.50 0. 0.000 0.000 0.00 0.01 0.51 0. 0.000 0.007 0.00 0.03 0.53 0. 0.000 0.009 0.00 0.04 0.54 0. 0.000 0.012 0.00 0.06 0.56 0. 0.000 0.013 0.00 0.07 0.57 0. 0.000 0.015 0.00 0.09 0.59 0. 0.000 0.016 0.00 0.10 0.60 0. 0.000 0.018 0.00 0.12 0.62 0. 0.000 0.019 0.00 0.22 0.72 0. 0.000 0.026 0.00 0.32 0.82 254. 0.006 0.031 0.00 0.42 0.92 343. 0.008 0.036 0.00 0.52 1.02 435. 0.010 0.040 0.00 0.62 1.12 530. 0.012 0.043 0.00 0.72 1.22 628. 0.014 0.047 0.00 0.82 1.32 728. 0.017 0.050 0.00 0.92 1.42 829. 0.019 0.053 0.00 1.02 1.52 933. 0.021 0.056 0.00 1.12 1.62 1038. 0.024 0.058 0.00 1.22 1.72 1144. 0.026 0.061 0.00 1.32 1.82 1250. 0.029 0.063 0.00 1.42 1.92 1358. 0.031 0.066 0.00 1.52 2.02 1465. 0.034 0.068 0.00 1.62 2.12 1572. 0.036 0.070 0.00 1.72 2.22 1679. 0.039 0.072 0.00 1.82 2.32 1786. 0.041 0.074 0.00 1.92 2.42 1891. 0.043 0.076 0.00 2.02 2.52 1995. 0.046 0.078 0.00 2.12 2.62 2098. 0.048 0.080 0.00 2.22 2.72 2200. 0.050 0.082 0.00 2.32 2.82 2299. 0.053 0.084 0.00 2.42 2.92 2395. 0.055 0.086 0.00 2.52 3.02 2489. 0.057 0.087 0.00 2.62 3.12 2580. 0.059 0.089 0.00 2.72 3.22 2667. 0.061 0.091 0.00 2.82 3.32 2750. 0.063 0.093 0.00 2.92 3.42 2828. 0.065 0.094 0.00 3.02 3.52 2901. 0.067 0.096 0.00 3.12 3.62 2967. 0.068 0.097 0.00 3.22 3.72 3026. 0.069 0.099 0.00 3.32 3.82 3076. 0.071 0.100 0.00 3.42 3.92 3114. 0.071 0.102 0.00 3.50 4.00 3130. 0.072 0.103 0.00 3.60 4.10 3130. 0.072 0.413 0.00 3.70 4.20 3130. 0.072 0.977 0.00 3.80 4.30 3130. 0.072 1.710 0.00 3.90 4.40 3130. 0.072 2.500 0.00 4.00 4.50 3130. 0.072 2.780 0.00 4.10 4.60 3130. 0.072 3.040 0.00 4.20 4.70 3130. 0.072 3.280 0.00 4.30 4.80 3130. 0.072 3.500 0.00 4.40 4.90 3130. 0.072 3.700 0.00 4.50 5.00 3130. 0.072 3.900 0.00 4.60 5.10 3130. 0.072 4.080 0.00 4.70 5.20 3130. 0.072 4.260 0.00 4.80 5.30 3130. 0.072 4.430 0.00 4.90 5.40 3130. 0.072 4.600 0.00 5.00 5.50 3130. 0.072 4.760 0.00 5.10 5.60 3130. 0.072 4.910 0.00 5.20 5.70 3130. 0.072 5.060 0.00 5.30 5.80 3130. 0.072 5.200 0.00 5.40 5.90 3130. 0.072 5.340 0.00 5.50 , 6.00 3130. 0.072 5.480 0.00 Hyd Inflow Outflow Peak Storage Target Calc Stage Elev (Cu -Ft) (Ac -Ft) 1 0.35 * * * * * ** 0.32 3.57 4.07 3130. 0.072 2 0.19 * * * * * ** 0.13 3.51 4.01 3130. 0.072 3 0.19 0.10 0.10 3.50 4.00 3130. 0.072 4 0.18 * * * * * ** 0.09 2.92 3.42 2825. 0.065 5 0.21 * * * * * ** 0.09 2.58 3.08 2542. 0.058 6 0.22 0.08 0.08 1.98 2.48 1949. 0.045 7 0.18 * * * * * ** 0.06 1.27 1.77 1198. 0.027 8 0.16 * * * * * ** 0.06 1.25 1.75 1174. 0.027 Route Time Series through Facility Inflow Time Series File:7256- pos.tsf Outflow Time Series File:7256rdout Inflow /Outflow Analysis Peak Inflow Discharge: 0.350 CFS at 6:00 on Jan 9 in Year 8 Peak Outflow Discharge: 0.322 CFS at 8:00 on Jan 9 in Year 8 Peak Reservoir Stage: 3.57 Ft Peak Reservoir Elev: 4.07 Ft Peak Reservoir Storage: 3130. Cu -Ft 0.072 Ac -Ft Flow Frequency Analysis Time Series File:7256rdout.tsf Project Location:Sea -Tac - -- Annual Peak Flow Rates-- - Flow Rate Rank Time of Peak (CFS) 0.094 4 2/09/01 0.061 8 1/05/02 0.088 5 2/27/03 0.062 7 8/23/04 0.077 6 10/28/04 0.132 2 1/18/06 0.103 3 11/24/06 0.322 1 1/09/08 Computed Peaks 19:00 18:00 10:00 21:00 19:00 20:00 5:00 8 :00 Flow Frequency Analysis - Peaks - - Rank Return Prob (CFS) (ft) Period 0.322 3.57 1 100.00 0.132 3.51 2 25.00 0.103 3.50 3 10.00 0.094 2.90 4 5.00 0.088 2.58 5 3.00 0.077 1.97 6 2.00 0.062 1.27 7 1.30 0.061 1.24 8 1.10 0.259 3.55 50.00 0.990 0.960 0.900 0.800 0.667 0.500 0.231 0.091 0.980 Flow Frequency Analysis Time Series File:7256- predev.tsf Project Location:Sea -Tac - -- Annual Flow Rate (CFS) 0.098 4 0.069 7 0.120 2 0.062 8 0.078 6 0.103 3 0.096 5 0.211 1 Computed Peaks Peak Flow Rates-- - Rank Time of Peak 2/09/01 2:00 1/05/02 16:00 2/27/03 7:00 8/26/04 2:00 10/28/04 16:00 1/18/06 16:00 11/24/06 3:00 1/09/08 6:00 7256- pre.pks Page 1 Flow Frequency Analysis Peaks - - Rank Return Prob (CFS) Period 0.211 1 100.00 0.120 2 25.00 0.103 3 10.00 0.098 4 5.00 0.096 5 3.00 0.078 6 2.00 0.069 7 1.30 0.062 8 1.10 0.181 50.00 0.990 0.960 0.900 0.800 0.667 0.500 0.231 0.091 0.980 Flow Frequency Analysis Time Series File:7256- postdev.tsf Project Location:Sea -Tac - -- Annual Peak Flow Rate Rank (CFS) 0.179 0.158 0.219 0.184 0.219 0.192 0.268 0.349 Computed Peaks Flow Rates-- - Time of Peak 7 2/09/01 2:00 8 1/05/02 16:00 3 12/08/02 18:00 6 8/26/04 2:00 4 10/28/04 16:00 5 1/18/06 16 :00 2 10/26/06 0:00 1 1/09/08 6:00 7256 - pos.pks Page 1 Flow Frequency Analysis Peaks - - Rank Return Prob (CFS) Period 0.349 1 100.00 0.268 2 25.00 0.219 3 10.00 0.219 4 5.00 0.192 5 3.00 0.184 6 2.00 0.179 7 1.30 0.158 8 1.10 0.322 50.00 0.990 0.960 0.900 0.800 0.667 0.500 0.231 0.091 0.980 Flow Frequency Analysis Time Series File:7256rdout.tsf Project Location:Sea -Tac - -- Annual Peak Flow Rate Rank (CFS) 0.094 0.061 0.088 0.062 0.077 0.132 0.103 0.322 Computed Peaks Flow Rates-- - Time of Peak 4 2/09/01 19:00 8 1/05/02 18:00 5 2/27/03 10:00 7 8/23/04'21:00 6 10/28/04 19:00 2 1/18/06 20:00 3 11/24/06 5:00 1 1/09/08 8:00 7256rdout.pks Flow Frequency Analysis - Peaks - - Rank Return Prob (CFS) (ft) Period 0.322 3.57 1 100.00 0.990 0.132 3.51 2 25.00 0.960 0.103 3.50 3 10.00 0.900 0.094 2.90 4 5.00 0.800 0.088 2.58 5 3.00 0.667 0.077 1.97 6 2.00 0.500 0.062 1.27 7 1.30 0.231 0.061 1.24 8 1.10 0.091 0.259 3.55 50.00 0.980 Z.-.1 ;71 NOTICE IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. _ _ _ •12”. (•17.11 ;6 310101 •■ Stand fink In RR. Is .!,• e EXISTING BUILDING •••• 4 . „„ :S . 30onokl' lif rf L?: EXISTING CONDITIONS MAP NM WARMS ISSRA WOE .1 :::t ••11, „ ¶ . • 0 15 3 SCM RIR • NOTICE. IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN i THIS NOTICE IT. IS DUE TO THE QUALITY.OF THE DOCUM r. • � :•� � - f �5:. h �'- e 4• w��u.'.`�' `' sue •�' =�.; .- - .x ^..trr•a .'= u.['+:e¢uPri "��- Li•►v inle:re. .R. - rMt Lae: t• }) a•... ANDOVER g Cn c N. PARK 0 y rn x z 0 0 0 z 0 z CD D J2113 'IbY.t X1"256 11 Wed 0 (1,91 6!Ols,, 18215 72ND AVENUE SOUTH G 4160G ENG KENT, WA 98032 (425)251 -6222 (425)251 -8782 FAX CML ENGINEERING. Lwro PLANNING. SURVEYING. ENNRONYEMAL SERVICES — anew . mew It•w.ted Date snroo Voted For CNA ARCHITECTS Its j We 1 Be ICl.d. lAY% nn« EXISTING CONDITIONS MAP FATIGUE TECHNOLOGY, INC. 4 / / /11 / r I EX BUILDING FF -26.53 e, I OSED • N? �?� A. � • say., spirDiNG D ITIO • • • FF•26.5t ,r MINK �. 1 ro n POST DEVELOPED CONDITIONS MAP I1 K r a•lp.l! •Ir v ..�n•._.., dvt'.w(t.+.t:. i..hu.. i4atsi .Mu......, .,wtiuhst .x.4KiIJAir 1;saa?t✓ti?u.u63t iie »taawti?:issah5wul' e.: v'44:415:II1 �.dWN- ILAka iktz .*'4wii 11 II I I1 Jul. 7256 I 1 G 4.4P4 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL INGINEECONG. LAND Pixemic. SURVEYING. ENVIRONMENTAL SERVICES Clob Ned — Drown —JON Mahal — Ifilniffea--. Dow _TJULTR Hoduntel Vortical N/A :,, e33 1. •Iv pm., • re! s. • NOTICE IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. CNA ARCHITECTURE 777 10811-1 AVENUE NE, SUITE 400 BELLEVUE, WA 98004-5118 (425) 822-3316 1p Icm. POST DEVELOPED CONDITIONS MAP FATIGUE TECHNOLOGY, INC. rn rn r 0 rn 0 0 z 0 0 0 z (1) -13 7256 - wq.pks Flow Frequency Analysis Time Series File:7256- wq.tsf Project Location:Sea -Tac - Annual Peak Flow Rates-- - Flow Rate Rank Time of Peak (CFS) 0.32 7 2/09/01 2:00 0 0.289 8 1/05/02 16:00 0 0.401 3 12/08/02 18:00 0.338 6 8/26/04 2:00 4 10/28/04 16:00 5 1/18/06 16:00 2 10/26/06 0:00 1 1/09/08 6:00 1 Computed Peaks 0 Q, 338 ) (0.60 Page 1 Flow Frequency Analysis - - Peaks - (CFS) 0.640 0.492 0.401 0.401 0.351 0.338 0.328 0.289 0.591 Rank Return Prob Period 1 100.00 0.99 2 25.00 0.96 3 10.00 0.90 4 5.00 0.80 5 3.00 0.66 6 2.00 0.50 7 1.30 0.23 8 1.10 0.09 50.00 0.98 t - L (L i L_ C A ° k k \ II i SS u k N 'k 11 GI 11 ,c1 1 a s 11 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT /210/101 otsc` c da coa /es -c p/a s va �r =1 Q,2�3 #c.te i on 4-D/ fc ck - /. (0,62) (aqh) Va 0, a.? .4 z)((2)(32 s z) (J. z ,)) vz 0.0372. D,q - M 0 4 P aed 0 7 44 " et i / 2' (`u of I in eon 04-0 / slow& Arc. ) a Zoe 1-Azee /h ve.- P/ /*- p 017. STORM N Br 2YR 10YR 25YR fV 0 50YR 100YR JOB NAME Fatigue JON: 7256 REVISED: A= Contributing Area (Ac) C= Runoff Coefficient Tc= Time of Concentration (min) 1= Intensity at Tc On/hr) d= Diameter of Pipe (in) L= Length of Pipe (ft) D= Water Depth at Qd (In) FROM •= =__= TO A $ L __ = = == = = ==== = = = = == ===== 0,30 0.50 122 New CB Ex. CB Roof SDMH 0.72 2.00 BARGHAUSEN CONSULTING ENGINEERS - PIPE FLOW CALCULATOR using the Rational Method & Manning Formula KING COUNTY DESIGN FOR 25 YEAR STORM Qd= Design Flow (cfs) Qf= Full Capacity Flow (cfs) Vd= Velocity at Design Flow (fps) Vf= Velocity at Full Flow (fps) s= Slope of pipe (916) n= Manning Roughness Coefficient Tt= Travel Time at Vd (min) d Tc = = = =s = == = == = 6,3 6.3 , 0.012 0.012 INOTE: ENTER DEFAULTS AND STORM DATA BEFORE BEGINNING DEFAULTS C 1 COEFFICIENTS FOR THE RATIONAL METHOD 'le-EQUATION SUM A ______ 0.3 0,72 A•C 0.30 0.72 m,xls C= 1 n= 0.012 d= 8 Tc= 6.3 SUM A•C I = Page 1 PRECIP= Ar= Br= 3.4 2.66 0.65 Qd Qf Qd/Qf D/d D Vf Vd ===== = = = === 0.30 2.73 0.82 0.93 0.886 0.729 5.83 2.65 2.99 0.72 2.73 1.97 1.85 1.064 0.891 7.13 5.31 6,00 Tt 0.68 0.13 • • • • Pal F . 1 LP. .;# as 486.50 CONVEYANCE AREA MAP 4 • ' ;7`14-,..t.,..,04,01,-.4V.,.,ci...6'.,.(4.41,i,44.11.4.,: .7 1t 11 11 I/ /1 Ii t 1t1[ 7 DPOSED ;LONG A -0.72 AC )DR10N 1 ee ,t, k4 % . �/• ""e co* CONVEYANCE AREA MAP / T. 6•.:.11./11 —�fw E. •. ..� - � rrwr 1 •• •C.15.74 t2' CC. 5) / / f 1+1tW.41 '.4, .190 II II II 1 1 rra SOILS MAP e• NORTH ZrmMigra5yygpg w rR►m YAM 7f1 t. RA4Y#4 wrM1W, YY!IV!wr+nei!rtr r 500/ 1 M t < 7vn&' Mpi "F�7n'+ }IN cr cspr.M!r+�Ml7h»X*1P tgrom o4gi {' cc I U 0 : N 0! W �Q I- ILI 0 z W uj 0 N 0 1- W W U H U. 6 !. LU U = !. O I z • x� .SOIL SURVEY mewl King County Area Washington ORIGINAL lv j UNITED STATES DEPARTMENT OF AGRICULTURE Soil Conservation Service in cooperation with WASHINGTON AGRICULTURAL EXPERIMENT STATION Issued November 1973 GUIDE TO NAPPING UNITS I " m ar- a- fula- descript i mapping unit, read both the description of the mapping unit and that of'the soil > series to which the slapping unit belongs. See table 6, page 70, for descriptions of woodland groups. Other 'ation is given in .tables as follows: Acreage and extent, table 1, page 9. Tarn and count planning, table 4,page Engineering uses of the soils, tables 2 and 3, Recreational use g s, table 5 page 64. 57. pages 36 through SS. Estimated yields, table 7, page 79. 'Asp ,dap c Napping unit Woodland Capability unit • - group Described MI - page Symbol Page Symbol . ;B rr Aldeood � ` _ � _. _ . 1C Alder►ood gravelly sandy loam, 0 to 6 percent slopes--- -- » - -- 1O lVe -2 76 x gravelly sandy loam, 6 to 15 percent slopes gD Aldexwood gravelly sandy loam, 15 to 30 8 e -2 76 percent slopes kP Aldezwood and Kitsap soils, very steep 10 VI 78 10 "'' percent 1 . Meats, Alderwood material, 0 to 6 1 7 slopes 1/ ,._i Arents, Alderrood material, 6 to 15 10 lV lYe -2 76 � 'nets, Everett material 1/. ercent slopes 1 /-- -- 10 IVe -2 76 :C $eausite gravelly sandy loam, 6 to 15 rcent sl --- 11 11 IVs -2 7 -F geausite gravelly sandy loam, 15 to 30 percent � percent s iopes - -- 12 Vie -2 78 '1 *ellingham silt loam- eaasite gravelly sandy loam, 40 to 75 percent slopes - 12 Vile -1 78 ? brim! silt loam ---. 2 --- '-------------- - - - - -- 12 II1w -2 76 13 11w- -4, Buckley silt loam- --- 13 IXIw - 75 Coastal beaches 76 . Parlaont•silt loam- 14 VIIIw -1 78 -_ 1 Edgewick fine sandy loam- 14 IIw -2 75 3w2 Everett gravelly sandy loam, 0 to S percent s1 15 iliw -1 75 201 Everett gravelly sandy loam, 5 to 1S percent slopes l -1 77 3f3 ..,J Everett gravelly sandy loam, 15 to 30 slopes 16 Vs -1 78 3f3 C •Everett- Alderrood percent slopes 77 3f2 slopes gravelly sandy bass, 6 to 15 percent 16 VIe -1 r = 'tanola low fine sand 0 to 4 16 VIs -1 78 3f3 anola to sand, percent slopes 17 IVs -2 77 4s3 loamy fine sand, 4 to 1S percent slopes 16 lVs -2 77 4s3 _.0 a.....aanola loamy fine sand, 15 to 30 percent slopes 17 VIe -1 B Kitsap silt loam, 2 to 8 percent slopes 76 232 Kitsap silt loam, 8 to 15 percent slopes 17 III -11 75 2d2 18 Kitsap silt loam, 1S to 30 percent slopes VIe_2 76 2d1 Klaus gravelly loamy sand, 6 to 15 percent slopes 18 VIs -1 78 3f 1 Nixed alluvial land 78 3f1 18 tqw-2 Keilton veryr'gravelly loamy sand, 2 to 15 percent slopes 19 VIs -1 78 2o1 78 3f3 Nooksack silt l loam- ; 1 9 IIw -1 74 201 • 'Norma sandy loam 20 IIw -1 74 201 Orcas 20 IIIw -3 .76 3w2 Oridia silt loam- Z1 VIIIw -1 78 - -- Oval1 gravelly loam, 0 to 15 21 IIw -2 75 3w1 Ovall, gravelly loam,'15 to 25 percent slopes 22 e' 76 3d1 • Ovall gravelly loam, 40 to 7S 23 Vie 78 3d1 percent slopes Pilchuck loamy fine sand pes 23 VIIe- e -1 78 3d1 Pildnuck fine sandy loam- 23 w 78 2s1 I Puget silty clay loam- 23 �+ 76 2s1 3w2 Puyallup fine sandy loam 24 III - -2 76 201 1 Ragnar fine sandy loam, 6 to 15 percent slopes 24 I -1 74 4 Ragnar fine sandy loam, 15 to 25 percent slopes 26 e -2 .78 4s1 Ragnar-Indianola association, sloping: 1/- VI e -2 4s1 Ragnar soil — 26 - - -- Indianola soil -- IVs -3 77 4s1 Ragnar- Indianola association, moderately steep: 1/ 26 IVs -2 77 4s3 Ragnar soil -- -__ Indianola soil -- VIe-2 78 4s1 VIe -1 77 4s2 • 3d2 3d1 3d1 2d1 3d2 3d2 3f3 3d2 3d1 3d1 3w2 awl 4w1 y. S. GOVERNMENT PRINTING OFFICE :1973 0 - 466.166 'Renton silt loam- Riverwash- Dalai silt loam Samamish silt lower "Seattle muck Shalcar muck 7 silt .loam--- Sndhomish silt lour HSndhomiSh silt loam, thick surface variant Sultan silt los*. 71TVkwila muck pban lend , .-Ifoodinmille silt loam- -1 be composition of these units is more variable than that of the others in the Area, but it has been soiled well enough to interpret for the expected use of the soils. Mapping unit GUIDE TO MAPPING UNITS—Continued Described Capability unit cm page Symbol Page 26 IIIw-1 75 27 VIIIw-1 78 27 IIw-1 74 27 IIw-2 75 28 t IIw-3 75 29 IIw-3 75 29 IIw-1 74 30 IIw-2 75 31 IIw-2 75 31 IIw-1 74 32 IIw-3 75 33 -- 33 IIw-2 75 Woodland group Symbol 3w1 201 3w1 2o1 3w2 3w2 3w1 3w2 fema map • GeoE•'ng1neers • ti • Tukwila, Washington October 27, 1999 -Report•' , " •i ;Geotechnical Engineering Services Proposed Building Expansion Mustang L.L.C. Project 404 Andover Park East .1 For Fatigue Technologies,. inc. . -File No. 7699 =001- 00.1,130 .4 Geo Engineers Fatigue Technologies, Inc. 100 Andover Park West Seattle, Washington 98188 -2868 Attention: Kevin Dooley Chief Financial Officer HRP:DJC ja . P:\ 700to79917699001 \769900100R.doc cc: /CNA Companies 777 —108 Avenue NE Bellevue, WA 98004 Attn: Jeff Jeffers GeoEngineers, Inc. 8410 154th Avenue N.E. Redmond, WA 98052 Telephone (425) 8616000 Fax (425) 8616050 wwwgeoenglneers.com October 27, 1999 GeoEngineers, Inc. is pleased to submit four copies of our "Report of Geotechnical Engineering Services, Proposed Building Expansion, Mustang L.L.C. Project, 401 Andover Park East, Tukwila, Washington." Our services have been completed in general accordance with our proposal dated August 17, 1999. Bruce Gibson of Mustang L.L.C. gave us written authorization to proceed on September 15, 1999. We have provided information to Jeff Jeffers of CNA Companies as our findings and conclusions have been developed. We appreciate the opportunity to serve you on this project. Please contact us if you have any questions concerning this report, or if we can be of further service. Yours very truly, GeoEngineers, Inc. Daniel J. Campbell, P.E. Associate Consulting Engineers and Geoscientists Offices in Washington, Oregon, and Alaska CONTENTS INTRODUCTION 1 1 SCOPE SITE DESCRIPTION SURFACE CONDITIONS SUBSURFACE CONDITIONS CONCLUSIONS AND RECOMMENDATIONS 3 GENERAL • 3 SITE PREPARATION 4 EARTHWORK 4 FILL SETTLEMENTS 5 PRELOAD FILL AND SETTLEMENT MONITORING 6 FOUNDATION SUPPORT 7 FLOOR SLAB SUPPORT 8 PAVEMENTS . 8 DRAINAGE 9 LIMITATIONS FIGURES VICINITY MAP SITE PLAN CROSS SECTION A-A' SETTLEMENT PLATE DETAIL APPENDICES APPENDIX — FIELD EXPLORATIONS AND LABORATORY TESTING A -1 FIELD EXPLORATIONS A -1 .LABORATORY TESTING A -1 Figure No. APPENDIX A FIGURES. SOIL CLASSIFICATION SYSTEM KEY TO BORING LOG SYMBOLS LOGS OF BORING GeoEngineers 1 g eNo. . 2 2 2' 9 Figure No 1 2 3 4 Paae No. A -1 A -2 A -3... A-4 File No. 7699-001 -00- 1130 \102799 • GeoEngineers • R-EPOR GEOTECHNICAL ENGINEERING SERVICES PROPOSED BUILDING EXPANSION MUSTANG L.L.C. PROJECT 401 ANDOVER PARK EAST TUKWILA, WASHINGTON FOR FATIGUE TECHNOLOGIES, INC. 1 w , 2 U INTRODUCTION m U We present in this report the results of our geotechnical engineering services for the proposed m ca iii expansion to an existing building located at 401 Andover Park East in Tukwila, Washington. The project site is located as shown in the Vicinity Map, Figure 1. A site plan showing the extent of co LL w 0 ' the proposed expansion in relation to existing site features is presented in Figure 2. 2 The existing building is located west of Andover Park East and a short distance south of g =4` u- a Treck Drive. We understand that present plans are to construct 60 -foot wide extensions along the ? d ! south and east sides of the building. An existing office extension on the east side of the building w' will be demolished to accommodate a portion of the new addition that we understand will also be z an office extension. A single story warehouse area will be located along the westerly portion of la Off' 2 m . the extension of the building to the south. A two -story segment will be added along the o remainder of the south side of the building and along the east side to within 20 to 25 feet of the p N ' northeast comer of the existing building. We understand that the lower floor grade in both areas w u w of new construction will be at the present dock height. u. We understand that the additions will be concrete tilt -up structures with column loads up to ; zs 250 kips and wall loads up to 7.5 kips per lineal. foot. There will be no increase in loads on N v footings within the existing building. A row of column footings adjacent to existing footings will have loads of about 170 kips. Floor storage loads will be about 250 psf (pounds per square foot). Z We anticipate that some reconfiguration of the existing parking and driveway areas may be necessary. Fill will be required to establish the floor grade for the building additions. The weight of this fill and the building loads will induce settlements due to consolidation of the compressible soils underlying the site. Building sites for similar structures in the vicinity were preloaded or surcharged to induce the majority of these settlements in advance of actual building construction. One key consideration in 'planning the expansion is the extent to which the site has previously been preloaded. We understand that there is no indication on the as -built drawings as to whether or not. the building footprint was preloaded. We also understand that a geotechnical report with exploration data is not available for the existing warehouse and office extension. SCOPE The purpose of our services is to complete subsurface explorations within the addition areas as a basis for developing design phase geotechnical recommendations for site preparation, earthwork and foundation support. Our specific scope of services includes the following tasks: 1 File No. 7699 - 001 -00 - 11301102799 i 1. Review information in our files developed from previous studies in the vicinity of the site. 2. Explore subsurface soil and ground water conditions in the proposed addition areas by drilling two borings, one to a depth of 46%2 feet and a second to a depth of 116'/2 feet, using truck- mounted, hollow stem auger drilling equipment. 3. Complete a limited laboratory testing program on selected soil samples from the borings for correlation with laboratory data from previous borings drilled for other sites in the vicinity. 4. Provide recommendations for site preparation, fill type and placement criteria; drainage, and paving. 5. Estimate the magnitude and time rate of settlement that will result from consolidation of compressible strata encountered in the borings. 6. Develop a preloading program, if appropriate, to reduce postconstruction settlements in the expansion areas. 7. Provide recommendations for alleviating problems due to possible differential settlements between the existing and new structures. • 8. Develop recommendations for allowable.bearing pressure(s) and other footing design criteria, including excavation and replacement of unsuitable soils beneath footings with structural fill, if apropriate. 9. Provide recommendations for floor slab support. 10. Prepare a written report that summarizes our findings, conclusions and recommendations. SITE DESCRIPTION SURFACE CONDITIONS The site is bounded on the east by Andover Park East, on the west by several railroad tracks, and on the north and south by paved parking and driveway areas. Figure 2 shows the site of the proposed expansion areas in relation to existing features. Site grades around the building are nearly level. The main portion of the existing building is a two -story, dock high warehouse with approximate dimensions of 300 feet (east -west) by 210 feet (north - south). Loading docks are located near the southeast corner of the warehouse portion. A recycle dock is located along the west side of the warehouse. The railroad tracks extend along the west side of the building and recycle dock. A one -story dock -high office extends east from the northeast side of the warehouse. We understand that the existing warehouse and office were constructed in the 1960s. We observed minor cracking of the recycle dock during our site visits. The remainder of the exterior walls appeared to be relatively free of cracks. Parking and driveway areas exist on the north, south and east side of the main building and office extension. Level,. grass- covered and landscaped areas with scattered trees separate the south parking area from the building. SUBSURFACE CONDITIONS Subsurface conditions were evaluated by drilling two borings (B -1 and B -2) at the approximate locations shown in Figure 2. Details of our field and laboratory testing programs, G e o E n g i n e e r s 2 File No. 7699.001.00- 11301102799 together with logs of the borings and test data, are presented in the Appendix. Our interpretation of subsurface conditions along the south side of the existing building is shown on Cross Section A -A' presented in Figure 3. Subsurface conditions at the site generally consist of soft to stiff and loose to medium dense alluvial soils overlain by fill and a surficial sod•zone. The sod zone extends about 4 inches below the existing ground surface at the two boring locations. The fill generally ranges from hard sandy silt with gravel to medium dense to very dense silty sand with gravel. The fill extends to depths ranging from 8'/s to 13 feet in borings B -2 and B -1, respectively. Extensive alluvial deposits typical of the Green River Valley underlie the fill. A layer of soft to medium stiff silt with variable sand content underlies the fill and extends to depths of about 22% to 27!4 feet at the boring locations. This silt layer is moderately compressible and is underlain by a layer of loose to medium dense sand with variable silt content. The base of the sand unit is at about 35 feet below the ground surface. A thin (1% to 5 feet thick) layer of soft silt separates this upper sand layer from an intermediate layer of loose to medium dense sand. Boring B -1 was terminated within this intermediate sand layer. The base of the intermediate sand layer was encountered at a depth of about 54 feet in boring B -2. In boring B -2, the intermediate sand layer is underlain by an extensive unit of very soft to stiff silt. The silt is moderately compressible and extends to a depth of about 108 feet in boring B -2. Below this depth, the boring encountered tidal deposits consisting of medium dense sand with shell and wood fragments. This boring was terminated at a depth of 116% feet in the tidal deposits. Ground water was encountered at depths of about 18.5 and 8.5 feet in borings B -1 and B -2, respectively. We expect that ground water levels will be a few feet higher during the normally wet portion of the year and during higher stages of the Green River located about 1,000 feet east of the site. CONCLUSIONS AND RECOMMENDATIONS GENERAL Based on the results of our explorations, review of subsurface information developed for nearby sites, laboratory testing, analyses and our experience with similar sites in the Green River Valley, we conclude that the planned building additions can be satisfactorily supported on shallow foundations. The footings should be supported on properly compacted existing or new fill soils. • The surficial soils at the site are moisture - sensitive and easily disturbed when wet.' During wet weather, these soils will be difficult to grade and compact. Accordingly, we recommend that site preparation and grading activities be completed in the generally drier late summer to early fall months in order to reduce difficulties and costs associated with these activities. Filling of the addition areas should be completed in a manner that limits postconstruction settlements and the potential for problems due to differential settlements between the existing building and the additions. GeoEngineers 3 File No. 7699 -001 -00- 1130\102799 ar t 3 i U4 U O 2 G w NIL w o, g Q O' w z p �O N i0 ,W W; cs I-- u. O ; ul Z O z SITE PREPARATION The surficial soils at the site consist mostly of moisture- sensitive silty soils on which it will be difficult to operate equipment during wet weather and which are difficult to compact if allowed to become too wet. We recommend that site preparation and earthwork be planned for the normally dry season of the year when earthwork would generally be less expensive and require less effort. Vegetation and related roots should be removed from within new building and pavement areas. We recommend that sod be stripped from all new building and pavement areas where finished grades will be less than 3 feet above existing grades. We expect that the depth of stripping will average about 4 inches, but will be locally greater in areas with abundant tree roots and brush. Stripped materials should be wasted off -site or used for landscaping. In areas where finished grades will be 3 feet or more above existing grades, the sod may be left in place. The grass should be mowed close to the ground surface and the clippings removed from the site. Existing pavement within addition areas may be left in place, provided that it is broken up into pieces less than about 12 inches in greatest dimension to allow for drainage of the building fill pad. . Exposed subgrades in addition and new pavement areas should be thoroughly proofrolled with heavily loaded rubber -tired construction equipment if site preparation is done during extended dry weather. The proofrolling should immediately follow stripping. Soft, loose or otherwise unsuitable areas revealed during proofrolling should be excavated down to firm soil or to 2 feet, whichever is less, and replaced with structural fill. If site preparation must be done during wet weather, the exposed subgrade should not be proofrolled because this could damage the subgrade. In wet weather, the sod zone should be stripped with lightweight equipment and construction traffic kept off the exposed surface. The subgrade should be evaluated by probing by a representative from our firm who will evaluate whether there are localized areas of soft soils that need to be removed and replaced. These soft soils should be excavated to the depth recommend by our representative. Settlement plates should be placed in the addition areas prior to placing any new fill, as described in a subsequent section. EARTHWORK New footings should bear on the existing hard and.medium dense to dense fill soils or on new structural fill extending down to these soils. Details regarding foundation support are presented in a subsequent section of this report. Approximately 4 feet of structural fill will be necessary over most of the addition areas to establish dock -high floor grade. Structural fill for support of footings, floor slabs and pavements should be free of organic matter, debris, man -made .contaminants and other deleterious materials, with no individual particles larger than 6 inches in greatest dimension. The fill should generally consist of well - graded, free - draining pit run sand and gravel. GeoEngineers 4 File No. 7699 - 001.00 -1130 \102799 As the amount of fines (soil particles passing the No. 200 sieve) increases, soil becomes increasingly more sensitive to small changes in moisture content and adequate compaction becomes more difficult to achieve, particularly during wet weather. Generally, soils containing more than about 5 percent fines cannot be properly compacted when the moisture content is more than a few percent above optimum. If grading is done during wet weather, the fines content of fill soils should be limited to less than 5 percent by weight of the fraction passing the % -inch sieve. For earthwork during extended dry weather conditions, the fines content may be somewhat higher, provided that the exposed subgrade is not wet and generally firm. Up to about 12 percent fines is usually acceptable for dry weather earthwork, provided that the fines are well distributed throughout the soils and are not present as lumps or balls, and the soil is within a few percent of the optimum moisture content. The existing fill soils have a fines content significantly above 5 percent and will not be suitable for use during wet weather or on wet surfaces. Structural fill should generally be placed in horizontal lifts that are 10 inches or less in loose thickness. The initial lift of fill may need to be somewhat thicker in order to reduce the potential for pumping of wet subgrade soils and to provide support for construction traffic in heavily used areas. Fill placed beneath floor slabs in buildings and within 2 feet of pavement subgrade should be compacted to at least 95 percent of the maximum dry density obtained in accordance with the ASTM D -1557 test method. Structural fill placed more than 2 feet below the pavement subgrade should be uniformly compacted to at least 90 percent of the maximum dry density. The moisture content should be adjusted as necessary to achieve the specified compaction. Fill surfaces should be crowned at all times to prevent ponding of surface water. We recommend that site preparation and structural fill placement be observed by a representative from our firm to verify that the procedures comply with the intent of our recommendations and the project plans and specifications. Our representative will probe the exposed subgrade and complete a sufficient number of in -place density tests in the fill as it is being placed to evaluate whether the compaction criteria is being achieved. The structural fill should be placed at least 5 inches above desired floor slab subgrade elevation to allow for expected settlements during and following fill placement. FILL SETTLEMENTS The addition areas are underlain by several layers of compressible soils that will cause settlement under the weight of the dock high fill and the expected floor slab loads of up to 250 psf. The magnitude of these settlements will depend on the subsurface conditions within the addition areas, the proximity to the existing dock -high building which has been in place for over 30 years, and whether or not the exiting building area was previously preloaded. We estimate that settlements within the addition areas could range from 2 -1/2 to 3 -1/2 inches due to filling the site to finished floor slab (Le., dock high) level. The areal floor slab loading of 250 psf in the addition areas would induce additional settlements of 1 to 1 -1/2 inches without a preload. Based on similar floor slab grade and loading conditions, we estimate that a total of about 3 -1/2 inches of settlement has occurred at the edges and about 5 inches in the interior GeoEngineers 5 File No. 7699 - 001 -00 -1130 \102799 g co CO LL 2 g 5 d g. O ': H ! w W; D o 0 u G F- rz 0 ; . • Z P z 6 ; portion of the existing dock -high building during and following its construction. On this basis, we conclude that placement of new fill adjacent to the existing building will not adversely impact the existing building, provided that the crest of the new dock -high fill and preload is initially set back from the edges of the existing building, and that settlements are monitored as described below. The major portion (about two thirds) of these settlements will result from consolidation in the upper compressible soil layers above the intermediate sand unit. The remainder will result from consolidation of the deeper silt unit. The rate at which consolidation of the various compressible units will occur is highly variable. Based on our experience with settlement monitoring at nearby sites, we estimate that the major portion (90 percent) of the consolidation in the upper compressible soils will occur in about 2 to 3 months, while at least 4 to 5 months will be required to achieve 90 percent consolidation in the lower silt unit. Based on the results of our settlement analyses, we recommend that a preload be placed over most of the addition areas to induce most of the settlements that would otherwise occur under the floor slab loads. A preload program will significantly reduce potential differential settlements resulting from variability in areal loading and the thickness and characteristics of the compressible. soils. The preload program should be carefully controlled and monitored so that potential adverse impacts to the existing building are minimized. Detailed recommendations for the preload program are provided below. PRELOAD FILL AND SETTLEMENT MONITORING We recommend that preload fill consist of well - graded, free - draining pit run sand and gravel as described above for structural fill so that it can be used as subbase fill for pavement areas. Use of this type of soil will also minimize difficulties in rehandling the preload during wet weather as it is moved from one area to another. Small increments of the addition areas may be preloaded sequentially to reduce the quantity of soil imported. When preloading is complete (as defined below) in one increment, the fill is then "rolled over" to the next increment to be preloaded. A 10 -foot minimum overlap should be used for the rolling preload. After preloading of the final increment is completed, the preload fill can be spread over pavement areas and used as subbase fill. The surface of the preload fill should be two feet above the finished floor grade for the 'addition areas. The crest of the preload fill should extend to full height at least 5 feet outside of the new building lines, except along the edges of the existing building. At these locations, the crest of the full height preload plus dock -high fill should initially be kept at least 10 feet away from the existing building, with the toe of the fill coinciding with the edge of the existing building. The remaining' wedge of fill soil needed to establish fmished floor grade should not be placed against the existing building walls until sufficient settlement data are accumulated to evaluate the effects of new fill placement on the existing building. We anticipate that data from the settlement monitoring program will verify that the full - height dock -high fill and preload can also be placed immediately adjacent to the existing building G e o E n g i n e e r s 6 File No, 7699 - 001 -00 -1130 \102799 J. without causing structural distress. If, however, the settlement monitoring data suggests that fill placement against the building will lead to excessive settlement, our firm will develop appropriate methods to minimize settlement impacts on the existing building and differential settlements between the new and the old portions. Such methods could include placing lightweight fill or buried culverts adjacent to the existing building, making modifications to panel clips in the existing warehouse, or using a structural slab between the existing warehouse and the closest bay of the addition areas. Fill should be sloped downward to surrounding grades at about 1- 1 /2H:1V (horizontal to vertical). Preload fill need be compacted only to the extent necessary to support construction equipment. The preload surface should be crowned slightly to promote drainage of surface water. The preload fill should be left in place until the measured rates and magnitudes of settlement indicate that post construction settlements will be within acceptable limits. • In order to evaluate the rate and magnitude of fill settlement, a series of settlement plates should be installed prior to placing any new fill in the addition areas. An example of a recommend settlement plate and a description of the monitoring procedures are presented in Figure 4. Initial elevation readings of the settlement plates and adjacent ground surface should be obtained inunediately after they are placed. • We recommend that the elevation surveys • of the settlement plates be referenced to a stable benchmark established at least 100 feet from the area being filled. Also, we recommend that a series of settlement points be established and surveyed along the south and east walls of the existing building. Elevations of the plates, points and adjacent ground surface should then be determined on a weekly basis during filling so that settlement progress in relation to the height of new fill in place can be charted. The settlement data should b� forwarded to our office promptly after each reading for our evaluation. There could be significant differences in settlement behavior across the site due to variations in the thickness of underlying compressible soils. We recommend that settlement plates be placed in two rows and on a grid pattern with a spacing of about 75 feet for each addition area. One row of plates should be located within about 15 feet from the existing building so that we can evaluate potential settlement effects on the existing building. We should review the proposed layout of the settlement plates before they are installed. The presence of the measurement rods that extend above the settlement plates and through the fill will inhibit the mobility of earthmoving equipment to some extent.. The earthwork contractor should be cautioned to exercise care to avoid damaging or disturbing the rods. The construction documents should emphasize the importance of protecting the settlement plates and measurement rods from disturbance. FOUNDATION SUPPORT Foundation construction should not be started until after the fill settlements are largely complete. All foundations should be underlain by at least 24 inches of existing or new compacted structural fill. Interior column footings can be supported within the compacted dock -high f111. GeoEngineers 7 File No. 7699- 001-00. 1130 \102799 lz w o 8 vOw: w 0 ; u _ 1` 0 Z 1- ui V 0 ' o - H V ui u.. 0 + 1 U N ` O z � 7 grades wil e e m e existing fill soils. these tooting subgrades s1 should be recompacted to a firm, unyielding condition and to at least 95 percent of the maximum dry density determined in accordance with the ASTM D -1557 test method. A representative from our staff should evaluate exposed footing subgrades. Subgrade soils that are in a loose, soft or wet condition should be removed and replaced with structural fill to the depth determined by our representative. We recommend that interior and exterior foundations be supported at least 12 and 18 inches below the lowest adjacent finished grade, respectively. Isolated column footings should have a minimum width of 3 feet. Continuous strip footings should be at least 2 feet wide. Individual column footings and continuous footings constructed as recommended may be designed for an allowable soil bearing pressure of 3,000 psf for interior footings and 2,500 psf for exterior footings. These values apply to the total of all dead plus long -term live loads and may be increased by one -third for wind and seismic loads. We estimate that postconstruction settlements for interior wall and column footings will range from about' to 3 4 inch, provided that the addition area is preloaded as recommended. The additions should be designed to tolerate at least % inch of differential settlement between adjacent interior columns. Perimeter foundation settlements are also expected to range from' to % inch. The perimeter of the addition areas should be capable of tolerating % inch of differential settlement between adjacent roof - supported columns. Depending on the magnitude of settlement resulting from, areal floor loading in the new addition, differential settlements between the existing and new sections could be about. % inch. We estimate that the foundation settlement will largely be complete within four weeks after application of structural loads. FLOOR SLAB SUPPORT Floor slabs may be supported directly on the compacted dock -high structural fill. In our opinion, a vapor barrier is not needed beneath the slabs if the structural fill consists of free - draining sand and gravel as previously recommended. Postconstruction settlements due to long- term areal loads of about 250 psf should be less than %2 inch if the addition areas are preloaded as recommended. Abrupt differential settlements are not expected for uniformly applied loads. PAVEMENTS Exposed subgrades in new pavement areas should be proofrolled or probed to detect zones of unsuitable soils. Once any unsuitable soils are excavated and repaired, the subgrade should be thoroughly compacted, providing the exposed soils are sufficiently dry to not be disturbed by the compaction effort. We recommend that the pavement section in areas used primarily by automobiles consist of 2 inches of Class B asphalt concrete, 4 inches of crushed rock base course, and 6 inches of .free - draining sand and gravel subbase fill. In truck parking, loading areas and driveways, we recommend increasing the thickness of asphalt concrete to 3 inches. GeoEngineers 8 File No. 7699-001-00-1130\102799 If pavement subgrade preparation work will take place during wet weather, it might be necessary to increase the thickness of subbase fill. Generally, a 12 -inch thickness is adequate for protection except for heavy traffic areas where 18 inches may be needed. It might also be appropriate to place ATB (asphalt- treated base) as a temporary wearing surface for construction .traffic during prolonged wet weather. The ATB should be at least 4 inches thick and used as a direct substitution for the crushed rock. Crushed rock base course should conform to Washington State Department of Transportation Standard Specifications for Road, Bridge and Municipal Construction, Section 9- 03.9(3), Crushed Surfacing Base Course. Subbase fill should generally conform to Section 9- 03.14, Gravel Borrow, except the percent passing the No. 200 sieve should not exceed 5 percent. Both the crushed rock base course and the subbase fill should be compacted to at least 95 percent of ASTM D -1557. It is important to pavement performance that backfill in utility trenches also be properly compacted. DRAINAGE We recommend that the ground surface adjacent to the building additions be sloped so that surface runoff flows away from the structure. Roof drains should be connected via tightlines to the site storm drain system. LIMITATIONS We have prepared this report for use by Fatigue Technologies, Mustang L.L.C., and CNA Companies and other members of the design teani for design of a portion of this project. The data and report should be provided to prospective 'contractors for their bidding or estimating purposes, but our report, conclusions and interpretations should not be construed as a warranty of the subsurface conditions. If there are any changes in the loads, grades, locations, configurations or types of facilities to be constructed, the conclusions and recommendations presented in this report might not be fully applicable. If such changes are made, we should be given the opportunity to review our conclusions and recommendations and to provide written modification or verification of these . recommendations. When the design is finalized, we recommend that we be given the opportunity to review those portions of the specifications and drawings that relate to geotechnical considerations to see that our recommendations have been interpreted and implemented as ' intended. The scope of our services does not include services related to construction safety precautions and our recommendations are not intended to direct" the contractor's methods, techniques, sequences or procedures, except as specifically described in our report for consideration in design. There are possible variations in subsurface conditions between the locations of the explorations and also with time. Some contingency for unanticipated conditions should be included in the project budget and schedule. We recommend that our fire be retained to provide G e o E n g i n e e r s File No. 7699 - 001 -00- 1130\102799 sufficient monitoring, testing and consultation during construction to confirm that the conditions encountered are consistent with those indicated by the explorations, to provide recommendations for design changes should the conditions revealed during the work differ from those anticipated, and to evaluate whether or not earthwork and foundation installation activities comply with the contract plans and specifications. Within the limitations of scope, schedule and budget, our services have been executed in accordance with generally accepted practices in this area at the time the report was prepared. No warranty or other conditions, express or implied, should be understood. The conclusion and recommendations in this report should be applied in their entirety. If there are any questions concerning this report or if we can provide additional services, please call. Respectfully submitted, Aoh3/G/ 1 HRP:DJC:ja P:\ 7699001100VIna1s1766900100Rdoc GeoEngineers 14► GeoEngineers, Inc. 10 Herbert R Pschunder, P.E. Senior Engineer Daniel J. Campbell, P.E. Associate File No. 7699 -001 - 004130\102799 • v,., L FS: STRANGER • ems ICWYc • BAKER BL 0 N 0 MOO SGTTIE S 1TTIN 51 N dm. ,� I � s lOTf J y uym j ' s 4 C > e�3 78T}I ., 7� SAXDH DR ` j \ 1-14 n y i < S w /,. a . z Ton Un c 7 1 Ut�wyva 2't V. 171M a , fon .� 0 2000 4000 A r SCALE IN FEET N Reproduced with permission granted by THOMAS BROS. MAPS. This map is copyrighted by THOMAS BROS. MAPS. It is unlawful to copy or reproduce all or any port thereof, whether for personal use or resale, without permission. Engineers 1 „W, ....,mow. VICINITY MAP FIGURE 1 Z ce c W i 00 U W N LL W Q LL _ ° : W Z � Z O UJ W U0 0 0 1- W W ` �U LLO 11J Z U= PF Z NM IlL111 HI HMI HI HI 1111111 1•1111 ELIO HI NM MN Ma HI HI Mtn HI Nit ariewile wilawromim• imasiesornsiamismeaummanismoommenareamsaiim 01 11 ." 119"1 likl il"1"1110 own* la'.1.i=iism111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111•11111•111111111111111$11111111111111111111111111111111110/111111111111111111111111111111111111111 MIMI gra —.m00 11. 111111111 1111118110.r.:7.10114:-- =.3111111111 IN id 112N ED • • 66/LZ/OL 0. MIS ILL ' L.. ILL: 'ILL_ I_ 22 • I 1: • II: F7 1 r TiT1 - 11 11 0 0 ze 1-- us 0 cs. 0 77 c 0) < o • a) _c • 0 4 , 02 4 o .4■-• 4 W 0 0 7 4 o 0 0 0 4 1 173 ;I; 0 c 1 0 0 cc • OMOVI.00669L\CNO\100669A:d AAS:0113 ;NOTICE: IF THE IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. G6t PSI 14 1 0 WEST 20 - 40 - ar to 60 — 80 — 100 -- 120 — A m 56 - 55 - 13- 12- 4 5- 14 3 13- •16= ?. • • Soft silt with variable fine sand content (ML /MH)(alluvium) Notes: 1. The subsurface conditions shown are based on interpolation between widely spaced explorations and should be considered approximate; actual subsurface conditions may vary from those shown. 2. Refer to Figure 2 for location of Section A —A'. Existin . Ground Surface Medium dense to very dense /hard silty fine to coarse sand and sandy silt with gravel (SM /ML)(fiil) Soft to medium stiff silt with variable fine sand content (ML)(alluvium) Loose to medium dense, sand with silt to silty fine to medium sand (SP— SM /SM)(aliuvium) Loose to medium dense fine to medium sand (SP)(alluvium) ' EXPLANATION: • N ' Boring • • Blow Count Ground water level observed during drilling ' — ? — ?— Inferred Geologic Contact Very soft .to variable ' sand s Medium dense silty wood fragments (S Existing, Ground Surface Medium dense to very dense /hard silty fine to coarse sand and sandy silt with gravel (SM /ML)(fiil) • Soft to medium stiff silt with variable fine sand content (ML)(alluvium) Loose to medium dense, sand with silt to silty fine to medium sand (SP— SM /SM)(alluvium) Loose to medium dense fine to medium sand (SP)(olluvium) EXPLANATION: Boring .Blow Count Ground water level observed during drilling Inferred Geologic Contact Very soft to stiff silt. and elastic silt with • variable fine sand content (ML /MH)(alluvium) Engineers Medium dense silty fine sand with shell and wood fragments (SM)(tidal deposits) SCALE: 1" = 20' CROSS SECTION A -A' FIGURE 3 — 120 Existing Ground Surface Measurement Rod, 1t2 -inch- diameter Pipe or Rebar Sand Pad, if Necessary Geo% Engineers Casing, 2 - inch - diameter Pipe (set on plate, not fastened) Coupling Welded to Plate Settlement Plate, 16" x 16" x 1/4" NOTES: 1. Install settlement plates on firm ground or on sand pads if needed for stability. Take initial reading on . top of rod and at adjacent ground level prior to placement of any fill. 2. For ease in handling, rod and casing are usually installed in 5 -foot sections. As fill progresses, couplings are used to install additional length's. Continuity is maintained by reading the top of the measurement rod, then immediately adding the new section and reading the top of the added rod. Both readings are recorded. 3. Record the elevation of the top of the measurement rod at the recommended time intervals. Record the elevation of the adjacent fill surface every time a measurement is taken. 4. Record the elevation of the top of the measurement rod to the nearest 0.01 foot, or 0.005 foot, if possible. Record the fill elevation to the nearest 0.1 foot. 5. The elevations should be referenced to a temporary benchmark located on stable ground at least 100 feet from the area being filled. FIGURE 4 SETTLEMENT PLATE DETAIL -_v NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY THE DOCUMENT., r 1 _APPENDIX FIELD EXPLORATIONS AND LABORATORY TESTING FIELD EXPLORATIONS Subsurface conditions within the addition areas were explored by drilling two borings at the approximate locations shown in Figure 2. The .boring locations were determined by taping from various surface features. Elevations at the boring locations (B -1 and B -2) were determined by hand level survey from existing manholes that are shown on a site plan provided by CNA Companies. The boring locations and elevations should be considered accurate only to the degree implied by the methods used. The borings were drilled to depths of 46%2 and 116%2 feet each using truck- mounted, hollow - stem auger drilling equipment. A member of our engineering geology staff classified the soils encountered, observed and recorded ground water conditions, obtained relatively undisturbed and disturbed samples of the soils, and prepared a detailed log of each boring. Soils were classified in general accordance with the system described in Figure A -1. A key to the boring log symbols is presented in Figure A -2. Logs of the borings are presented in Figures A -3 and A-4. The logs reflect our interpretation of the field logs and the results of laboratory evaluation and testing of soil samples. Samples of the soils were obtained from the borings using a heavy -duty, split- barrel sampler with brass liner rings. The samples were retained in the liner rings and double - sealed to prevent moisture loss. The sampler was driven into undisturbed soil with a hammer weighing 300 pounds and falling a vertical distance of about 30 inches. The number of blows required to drive the sampler the final 12 inches or other specified distance is indicated above the corresponding . sample notations on the boring logs. LABORATORY TESTING Samples obtained from the borings were reexamined in our geotechnical laboratory and selected samples were tested to determine moisture and dry density characteristics. Results of the • moisture and dry density tests are presented on the boring logs. GeoEngineers A -1 File No. 7699 - 001 -00- 1130\102799 rm% SOIL CLASSIFICATION SYSTEM MAJOR DIVISIONS COARSE GRAINED SOILS Mon Than 50% Retained on No. 200 Sieve FINE GRAINED SOILS More Than 50% Puss No. 200 Sieve GRAVEL Mors Than 50% of Coarse Frscdon Retained on No. 4 Sieve SAND Mon Than 60% of Coarse Fraction Panes • No. 4 Sieve SILT AND CLAY Liquid Limit Leu Than 60 SILT AND CLAY Liquid Limit 60 or More • CLEAN GRAVEL GRAVEL WITH FINES CLEAN SAND SAND WITH FINES INORGANIC • ORGANIC INORGANIC ORGANIC HIGHLY ORGANIC SOILS Geo ,,,,Engineers GROUP • SYMBOL GW OP GM GC SW SP SM SC ML CL OL MH CH OH PT GROUP NAME WELL - GRADED GRAVEL, FINE TO COARSE GRAVEL POORLY- GRADED GRAVEL SILTY GRAVEL CLAYEY GRAVEL WELL- GRADED SAND. FINE TO COARSE SAND POORLY - GRADED SAND SILTY SAND CLAYEY SAND SILT CLAY ORGANIC SILT, ORGANIC CLAY SILT OF HIGH PLASTICITY, ELASTIC SILT CLAY OF HIGH PLASTICITY, FAT CLAY ORGANIC CLAY, ORGANIC SILT PEAT NOTES: 1. Reid dusiflcadon Is based on visual examination of soil In general accordance with ASTM 02488.90. 2. Soll classification using laboratory tests is In general accordance with ASTM D2487 -90. • 3. Descriptions of soil density or consistency are based on interpretation of blow count data, visual appearance of soils. and/or teat data. • SOIL MOSTURE MODIFIERS: Dry - Absence of moisture, dusty, dry to the touch Moist . Damp, but no visible water Wet - Visible free water or satursted, usually soil is obtained from below water table SOIL CLASSIFICATION SYSTEM FIGURE A -1 f:lsoila -I.doc 1:::..: why,; �ixv ,iar.�:1t;4���se�t��,.�•:�iU. ,w,..:�;ei LABORATORY TESTS AL CP CS DS GS %F HA • SK SM MD SP TX UC CA Atterberg Limits Compaction Consolidation Direct shear Grain size Percent fines Hydrometer Analysis Permeability Moisture Content Moisture and density Swelling pressure Triaxial compression Unconfined compression Chemical analysis BLOW COUNT /SAMPLE DATA: Blows required to drive a 2.4 -inch LD. split- barrel sampler 12 inches or other indicated distances using a 300 -pound hammer falling 30 inches. Blows required to drive a 1.5 -inch I.D. (SPT) split-barrel sampler 12 inches or other indicated distances using a 140 -pound hammer falling 30 inches. "P" indicates sampler pushed with weight of hammer or against weight of drill rig. Geo Engineers SOIL GRAPH: 22 U Location of relatively undisturbed sample 12 17 10 26 El m SM Soil Group Symbol (See Note 2) Distinct Contact Between Soil Strata Gradual or Approximate Location of Change Between Soil Strata Water Level Bottom of Boring Location of disturbed sample 0 Location of sampling attempt with no recovery Location of sample obtained in general accordance with Standard Penetration Test (ASTM D -1586) procedures Location of SPT sampling attempt with no recovery Location of grab sample NOTES: 1. The reader must refer to the discussion in the report text, the Key to Boring Log Symbols and the exploration logs for a proper understanding of subsurface conditions. 2. Soil classification system is summarized in Figure A -1. KEY TO BORING LOG SYMBOLS FIGURE A -2 14:.Ni7.7 1 'i.Rawi.dn.d.ktdS'u _ v.: d 1 .�.� �t.;:ap. a:..Sr w.kAec: w v. 2 • (t D. Z LIJ id co ICI H; w vt U. ~O{ Z; o z' } Project .Mustang L.L.C. Building. Aoultion Dale 09/27/99 Drill Method np e :thod Total Depth (ft) 46.5 Z O 0 10— AIM 20— 30— O: 100 100 89 100 100 89 2 01 02 03 04 05 06 07 1 1 56 55 13 12 5 14 , Note: S • • • ■ ■ Mud Rotary 3.25 -inch O&M SU1) • ML SM ML ML SM SP-SM re A-2 for exp 0 ee Figu Gray silt (soft, wet) (alluvium) lanation of symbols Job Number 7699- 001 -00 Logged By SJW Equipment Mobile B-61 ammer Data 300 -lb. auto - hammer, 30" drop Elevation (ft) 22 Material Description Sod zone, 4 inches thick ,_ - Llght gray sandy silt with occasional fine to coarse gravel (bard, moist) (fall) - Light brown silty fine to coarse sand with occasional fine • to coarse gravel (medium dense, moist) (fill) Light gray silt with silty fine sand pockets and orange - mottling (stilt moist) (alluvium) - Gray silty fine sand (loose, wet) (alluvium) - Dark gray to black fine to medium sand with silt (medium dense, wet) (alluvium) Location Contractor Holocene Drilling Drill Bit X- coordinate: Y- coordinate: Datum: System: Not Determined Mal OMR MIN v -• 2 13 29 47 27 28 Tukwila, WA 0 121 93 75 97 96 Not ' eterm ned Not Determined Not Determ ned Other Tests And Notes a —0 — 5 — 10 —15 —20 —25 —30 .-35 LOG OF BORING B -1 FIGURE A -3 • 2 a a7 J a. �N Geo ‘. Engineers ii W Pw M Project Mustang LL.C. Building Addition 35 40— 45— 70— 75— t 94 83 100 A N 0 I 09 10 U m 3 13 16 N ■ ■ .2 8 • SP Note: See Figure A-2 for explanation of symbols Geo ‘ ,.Engineers Job Number 7699 - 001 -00 Material Description ght gray si with w• . . • gments (so wet) (alluvium) Dark gray to black fine to medium sand with a trace of silt (medium dense, wet) (alluvium) Boring completed at 46.5 feet on 09/27/99 Ground water observed at 18.5 feet during drilling Location . Tukwila, WA 1 50 FIGURE A -3 0 .• 69 'LOG OF BORING B -1 • (Continued) Other Tests And Notes a O — 35 —40 —45 —70 —75 Project Mustang L.L.C. Building Adaition Date Drilled Drill M.tthod ?le nod Total Depth (ft) 115 a 10 20 25— 30— 3 100 1 48 • 89 2 52 IN 94 9 4 100 100 89 car 3 4 5 6 7 co 0 m • • t.5 09/27 -28/99 Mud Rotary 3.25 -inch D&M s SUl) ML SP-SM J ML MIR MEM l Note: Sec Figure A -2 for explanation of symbols Geo Engineers _Logged By Job Number 7699- 001 -00 Hammer Data SJW Equipment • Mobile 8-61 300 -lb. auto-hammer, 30" drop Elevation (ft) 22 Material Description -Sod zone ; 4 inches thick Gray silt interbedded with silty fine sand with occasional gravel (hard, moist) (fill) Gray silty fine to coarse sand with occasional fine to coarse gravel (very dense, moist) (fill) Gray silt with interbedded silty fine sand layers (medium ' still; wet) (alluvium) Trace of organic matter in Sample 4 Grades to soft below 20 feet Gray non- plastic silt with fine sand (soft, wet) (alluvium) Dark gray , la fine sand with silt (loose, wet) Dark gray sandy silt (soft, wet) (alluvium) Contractor Holocene Drilliog Drill Bit Location X- coordinate: Not Determined -c4 e. Datum: System: 47 4 3 28 • FIGURE A-4 11 LOG OF BORING B -2 Tukwila, WA . 121 93 70 82 96 Not Determined Not Determined Other Tests And Notes x-10 -15 —20 —25 —35 d . p. Project Mustang L.L.C. Building Ac ;on 3 * to 35 45• 50 55— 65— 7 75- 94 94 89 100 100 94 100 100 8 9 10 11 12 13 14 15 2 5 9 11 3 • 6 ■: 7 ■ 20 ■ . • • • • • co CD A5 SP / — 1 Note: See Figure A -2 for explanation of symbols Geo : i Engineers Job Number 7699- 001 -00 , Material Description Dark gray to black fine to medium sand with a trace of silt (loose, wet) (alluvium) 3- inch -thick lens of gray silt with sand in Sample 11 Gray silt with fine sand (sti$ wet) (alluvium) Dark gray laminated silt with a trace of fine sand (soft to very soft, wet) ( alluvium) Grades to light gray in color below 75 feet Location 0 •• g 35 22 35 32 40 42 FIGURE A-4 Tukwila, WA 84 102 84 90 79 78 LOG OF BORING B -2. (Continued) Other Tests And Notes 3 35 — 40 —45 IMD —65 —70 —75 4'i:['..Y4 ' L.+d',Gia.. Project Mustang L.L.C. Building Adairion 95 100 105 110 115 80 85 w 100 94 100 100 94 100 4, E N 8 co o. co co 23 16 2 17 1/16" 1t 1/6" 19 5 20 21 22 5 6 14 24 16 MH MH ML SM Note: See Figure A -2 for exp Job Number 7699 - 001 -00 Locat Material Description - Gray silt (very soft, wet) (alluvium) MED - Dark gray silt (medium stilly wet) (alluvium) IMO Increasing fine sand content below 100 feet - Gray sandy sin (medium stilt wet) (alluvium) Gray silty fine sand with shell and wood fragments - (medium dense, wet) (marine deposits) OMNI Sample 24 disturbed due to heave Boring completed at 116.5 feet on 09/28/99 - Ground water observed at 8.5 feet during drilling SEW • anation of symbols kwila, WA Other Tests And Notes ion 42 49 SQ 52 48 33 31 Tu v a 78 75 70 71 68 74 87. 84 —80 —85 — 90 — 95 —110 —115 —100 —105 LOG OF BORING B - 2 (Continued) FIGURE A-4 to FATIGUE TECHNOLOGY, INC 401 ANDOVER PARK EAST TUKWILLA WASHINGTON CNA Project No. 1137 07 July 2000 SPECIFICATIONS PERMMIT SUBMITAL FOR SHELL & CORE CNA Architecture Inc. 777 108th Ave NE #400 Bellevue WA 98004 425.822.6700 Fax 425.828.9116 1 FILE COPY 1z000 7 1INNINE•••=ftftftem I1ECEIVEb CITY OF TUKWILA JUL 1 1 2000 PERMIT CENTER DIVISION 1 - GENERAL REQUIREMENTS 01110 Summary of the Work 01200 Price and Payment Procedures 01310 Project Management and Coordination 01312 Project Meetings -a Request for Information 01330 Submittal Procedures 01410 Regulatory Requirements 01420 References 01450 Quality Control 01500 Temporary Facilities and Controls 01600 Materials and Equipment 01830 Product Substitutions 01733 Cutting and Patching 01770 Closeout Procedures 01790 Product Warranties Fatigue Technology, Inc. Page 1 CNA Architecture 1137 TABLE OF CONTENTS BIDDING REQUIREMENTS 00300 Information Available to Bidders DIVISION 2 - 02220 02230 DIVISION 3 - 03300 03470 DIVISION 4 - 04220 DIVISION 5 - nvmrrr, SITE CONSTRUCTION Site Demolition Site Clearing 02300 Earthwork 02318 Elevator Jack Holes 02320 Trenching, Backfilling, and Compacting 02370 Erosion and Sedimentation Control 02510 Water Distribution 02620 Subdrainage Systems 02630 Storm Drainage 02745 Asphalt Concrete Paving 02751 Cement Concrete Paving 02765 Pavement Markings 02810 Irrigation System 02848 Wheel Stops 02871 Bicycle Racks 02900 Planting 05120 05130 05210 05310 05500 05720 CONCRETE See Structual General Notes on S- Series Drawings Cast -In -Place Concrete Tilt -Up Precast Concrete MASONRY See Structual General Notes on S- Series Drawings Concrete Masonry Units METALS See Structual General Notes on S- Series Drawings Structural Steel Architecturally Exposed Structural Steel Steel Joists and Joist Girders Steel Deck Metal Fabrications Ornamental Railings 01111 nImV_ CCORAIT Fatigue Technology, Inc. Page 2 CNA Architecture - 1137 TABLE OF CONTENTS DIVISION 6- WOOD AND PLASTICS See Structual General Notes on S-Series Drawings 06100 Rough Carpentry 06402 Interior Architectural Woodwork 06412 Laminate-Clad Wood Cabinets 06415 Laminate-Clad Countertops DIVISION 7 - 07141 07190 07195 07210 07430 07467 07550 07610 07620 07640 07720 07840 07920 DIVISION 8 - 08110 08163 117 ri7 inn THERMAL AND MOISTURE PROTECTION Cold Fluid-Applied Waterproofing Water Repellents Concrete Floor Sealers Building Insulation Composite Panels Steel Siding Modified Bituminous Membrane Roofing (hot mopped) Sheet Metal Roofing Sheet Metal.Flashing and Trim Metal Roofing Underlayment Roof Accessories Firestopping Joint Sealants DOORS AND WINDOWS Steel Doors and Frames Sliding Aluminum-Framed Glass Doors 08210 Wood Doors 08310 Access Panels 08331 Overhead Coiling Doors 08351 Accordion Folding Doors 08410 Aluminum Entrances and Storefronts 08620 Plastic Unit Skylights 08630 Metal Framed Skylights 08710 Door Hardware 08800 Glazing 08920 Glazed Aluminum Curtain Walls DIVISION 9 - 09260 09300 DIVISION 10 10160 10522 10810 DIVISION 11 11160 FINISHES Gypsum Board Assemblies Tile 09512 Acoustical Panel Ceilings 09651 Resilient Tile Flooring 09653 Resilient Base and Accessories 09680 Carpet 09910 Paints 09960 High Performance Architectural Coatings - SPECIALTIES Metal Toilet Compartments Fire Extinguishers and Cabinets Toilet Accessories - EQUIPMENT Loading Dock Equipment DIVISION 12 — FURNISHINGS (Not applicable to Shell & Core) DllI nuns DCOAAIT • Fatigue Technology, Inc, Page 3 CNA Architecture -1137 TABLE OF CONTENTS DIVISION 13 - SPECIAL CONSTRUCTION (Not applicable to Shell & Core) DIVISION 14 - CONVEYING SYSTEMS 14240 Hydraulic Elevators DIVISION 15 - MECHANICAL Design /Build DIVISION 16 - ELECTRICAL Design /Build n7m7rnn ry DI 111 numn D OR4lT Fatigue Technology, Inc. 00300 -1 CNA Architecture - 1137 INFORMATION AVAILABLE TO BIDDERS DOCUMENT 00300 - INFORMATION AVAILABLE TO BIDDERS A. GEOTECHNICAL REPORT 1 A copy of a geotechnical engineering evaluation with respect to the building site is reproduced and included as an Attachment to this Document. a. Title: 07/07/00 Report Geotechnical Engineering Services Proposed Building Expansion Mustang LLC Project 401 Andover Park East Tukwilla, Washington For Fatigue Technology, Inc. b. Preparer: GeoEngineers, Inc. 8410 154th Avenue N.E. Redmond WA 98052 Telephone (425) 861 -6000 Fac (425) 861 -6050 www.geoengineers.com This report evaluates existing subsurface soil and ground water conditions and offers geotechnical recommendations and design criteria for site development, foundation design, and other aspects of project siting and construction. The geotechnical engineering services report was prepared for the use of Structural Engineer and the Architect, and results are for general information only. Information is made available so that Contractor may have ready access to same information available to Owner and Architect. a. It is expressly understood that Owner and Architect will not be responsible for accuracy thereof or for any deduction, interpretation, or conclusion drawn therefrom by Contractor. b. Recommendations described shall not be construed as requirements of the Contract unless specifically referenced in the Contract Documents. 4. This report, by its nature, cannot reveal all conditions that exist on the site. Should subsurface conditions be found to vary substantially from those described in this report, changes in the design and construction of foundations may be made, with resulting modifications to the Contract Sum. END OF DOCUMENT BUIDLING PERMIT • Geo Engineers •N •• • Report Geotechnical Engineering Services Proposed Building Expansion Mustang L.L.C. Project 401 Andover Park East Tukwila, Washington • October 27, 1999 For Fatigue Technologies, Inc. File No, 7699-001.00-1 .1 i HRP:DJC:ja P; \700to799 \76990011769900100R.doc red real Geol Engineers Fatigue Technologies, Inc. 100 Andover Park West Seattle, Washington 98188 -2868 Attention: Kevin Dooley Chief Financial Officer GeoEngineers, Inc. is pleased to submit four copies of our "Report of Geotechnical Engineering Services, Proposed Building Expansion, Mustang L.L.C. Project, 401 Andover Park East, Tukwila, Washington." Our services have been completed in general accordance with our proposal dated August 17, 1999. Bruce Gibson of Mustang L.L.C. gave us written authorization to proceed on September 15, 1999. We have provided information to Jeff Jeffers of CNA Companies as our findings and conclusions have been developed. We appreciate the opportunity to serve you on this project. Please contact us if you have any questions concerning this report, or if we can be of further service. Yours very truly, cc: /CNA Companies 777 — 108 Avenue NE Bellevue, WA 98004 Attn: Jeff Jeffers GeoEnglneers, Inc. 8410 154th Avenue N.E. Redmond, WA 98052 Telephone (425) 8616000 Fax (425) 861'6050 www.geoengineers.com October 27, 1999 GeoEngineers, Inc. Daniel J. Campbell, P.E. Associate Consulting Engineers and Geoscientists Offices in Washington, Oregon, and Alaska • G e o E n g i n e e r s CONTENTS Page No., INTRODUCTION 1 SCOPE 1 SITE DESCRIPTION 2 SURFACE CONDITIONS 2 SUBSURFACE CONDITIONS 2 CONCLUSIONS AND RECOMMENDATIONS 3 GENERAL 3 SITE PREPARATION 4 EARTHWORK 4 FILL SETTLEMENTS 5 PRELOAD FILL AND SETTLEMENT MONITORING 6 FOUNDATION SUPPORT 7 FLOOR SLAB SUPPORT 8 PAVEMENTS 8 DRAINAGE 9 LIMITATIONS 9 FIGURES Figure No. VICINITY MAP 1 SITE PLAN 2 CROSS SECTION A -A' 3 SETTLEMENT PLATE DETAIL 4 APPENDICES Pape No. APPENDIX — FIELD EXPLORATIONS AND LABORATORY TESTING A -1 FIELD EXPLORATIONS A -1 LABORATORY TESTING A -1 APPENDIX A FIGURES Figure No. SOIL CLASSIFICATION SYSTEM A -1 KEY TO BORING LOG SYMBOLS A-2 LOGS OF BORING A- 3...A -4 1 File No. 7699- 001 -00 -1130 \102799 j rag G e o E n g i n e e r s 1 REPORT GEOTECHNICAL ENGINEERING SERVICES PROPOSED BUILDING EXPANSION MUSTANG L.L.C. PROJECT 401 ANDOVER PARK EAST TUKWILA, WASHINGTON FOR FATIGUE TECHNOLOGIES, INC. INTRODUCTION We present in this report the results of our geotechnical engineering services for the proposed expansion to an existing building located at 401 Andover Park East in Tukwila, Washington. The project site is located as shown in the Vicinity Map, Figure 1. A site plan showing the extent of the proposed expansion in relation to existing site features is presented in Figure 2. The existing building is located west of Andover Park East and a short distance south of Treck Drive. We understand that present plans are to construct 60 -foot wide extensions along the south and east sides of the building. An existing office extension on the east side of the building will be demolished to accommodate a portion of the new addition that we understand will also be an office extension. A single story warehouse area will be located along the westerly portion of the extension of the building to the south. A two -story segment will be added along the remainder of the south side of the building and along the east side to within 20 to 25 feet of the northeast corner of the existing building. We understand that the lower floor grade in both areas of new construction will be at the present dock height. We understand that the additions will be concrete tilt -up structures with column loads up to 250 kips and wall loads up to 7.5 kips per lineal, foot. There will be no increase in loads on footings within the existing building. A row of column footings adjacent to existing footings will have loads of about 170 kips. Floor storage loads will be about 250 psf (pounds per square foot). We anticipate that some reconfiguration of the existing parking and driveway areas may be necessary. Fill will be required to establish the floor grade for the building additions. The weight of this fill and the building loads will induce settlements due to consolidation of the compressible soils underlying the site. Building sites for similar structures in the vicinity were preloaded or surcharged to induce the majority of these settlements in advance of actual building construction. One key consideration in planning the expansion is the extent to which the site has previously been preloaded. We understand that there is no indication on the as -built drawings as to whether or not the building footprint was preloaded. We also understand that a geotechnical report with exploration data is not available for the existing warehouse and office extension. SCOPE The purpose of our services is to complete subsurface explorations within the addition areas as a basis for developing design phase geotechnical recommendations for site preparation, earthwork and foundation support. Our specific scope of services includes the following tasks: File No. 7699 - 001 - 00.1130 \102799 01 w 0 g IL w z � z � 0 0 ,w w' • LI 0 ti Z ` 0 N' z_s As the amount of fines (soil particles passing the No. 200 sieve) increases, soil becomes increasingly more sensitive to small changes in moisture content and adequate compaction becomes more difficult to achieve, particularly during wet weather. Generally, soils containing more than about 5 percent fines cannot be properly compacted when the moisture content is more than a few percent above optimum. If grading is done during wet weather, the fines content of fill soils should be limited to less than 5 percent by weight of the fraction passing the 3 /4 -inch sieve. For earthwork during extended dry weather conditions, the fines content may be somewhat higher, provided that the exposed subgrade is not wet and generally firm. Up to about 12 percent fines is usually acceptable for dry weather earthwork, provided that the fines are well distributed throughout the soils and are not present as lumps or balls, and the soil is within a few percent of the optimum moisture content. The existing fill soils have a fines content significantly above 5 percent and will not be suitable for use during wet weather or on wet surfaces. Structural fill should generally be placed in horizontal lifts that are 10 inches or less in loose thickness. The initial lift of fill may need to be somewhat thicker in order to reduce the potential for pumping of wet subgrade soils and to provide support for construction traffic in heavily used areas. Fill placed beneath floor slabs in buildings and within 2 feet of pavement subgrade should be compacted to at least 95 percent of the maximum dry density obtained in accordance with the ASTM D -1557 test method. Structural fill placed more than 2 feet below the pavement subgrade should be uniformly compacted to at least 90 percent of the maximum dry density. The moisture content should be adjusted as necessary to achieve the specified compaction. Fill surfaces should be crowned at all times to prevent ponding of surface water. We recommend that site preparation and structural fill placement be observed by a representative from our firm to verify that the procedures comply with the intent of our recommendations and the project plans and specifications. Our representative will probe the exposed subgrade and complete a sufficient number of in -place density tests in the fill as it is being placed to evaluate whether the compaction criteria is being achieved. The structural fill should be placed at least 5 inches above desired floor slab subgrade elevation to allow for expected settlements during and following fill placement. FILL SETTLEMENTS The addition areas are underlain by several layers of compressible soils that will cause settlement under the weight of the dock high fill and the expected floor slab loads of up to 250 psf. The magnitude of these settlements will depend on the subsurface conditions within the addition areas, the proximity to the existing dock -high building which has been in place for over 30 years, and whether or not the exiting building area was previously preloaded. We estimate that settlements within the addition areas could range from 2 -1/2 to 3 -1/2 inches due to filling the site to finished floor slab (i.e., dock high) level. The areal floor slab loading of 250 psf in the addition areas would induce additional settlements of 1 to 1 -1/2 inches without a preload. Based on similar floor slab grade and loading conditions, we estimate that a total of about 3 -1/2 inches of settlement has occurred at the edges and about 5 inches in the interior G e o E n g i n e e r s 5 File No. 7699. 00140.1130 \102799 portion of the existing dock -high building during and following its construction. On this basis, we conclude that placement of new fill adjacent to the existing building will not adversely impact the existing building, provided that the crest of the new dock -high fill and preload is initially set back from the edges of the existing building, and that settlements are monitored as described below. The major portion (about two thirds) of these settlements will result from consolidation in the upper compressible soil layers above the intermediate sand unit. The remainder will result from consolidation of the deeper silt unit. The rate at which consolidation of the various compressible units will occur is highly variable. Based on our experience with settlement monitoring at nearby sites, we estimate that the major portion (90 percent) of the consolidation in the upper compressible soils will occur in about 2 to 3 months, while at least 4 to 5 months will be required to achieve 90 percent consolidation in the lower silt unit. Based on the results of our settlement analyses, we recommend that a preload be placed over most of the addition areas to induce most of the settlements that would otherwise occur under the floor slab loads. A preload program will significantly reduce potential differential settlements resulting from variability in areal loading and the thickness and characteristics of the compressible soils. The preload program should be carefully controlled and monitored so that potential adverse impacts to the existing building are minimized. Detailed recommendations for the preload program are provided below. PRELOAD FILL. AND SETTLEMENT MONITORING We recommend that preload fill consist of well- graded, free - draining pit run sand and gravel as described above for structural fill so that it can be used as subbase fill for pavement areas. Use of this type of soil will also minimize difficulties in rehandling the preload during wet weather as it is moved from one area to another. Small increments of the addition areas may be preloaded sequentially to reduce the quantity of soil imported. When preloading is complete (as defined below) in one increment, the fill is then "rolled over" to the next increment to be preloaded. A 10 -foot minimum overlap should be used for the rolling preload. After preloading of the final increment is completed, the preload fill can be spread over pavement areas and used as subbase fill. The surface of the preload fill should be two feet above the finished floor grade for the addition areas. The crest of the preload fill should extend to full height at least 5 feet outside of the new building lines, except along the edges of the existing building. At these locations, the crest of the full height preload plus dock -high fill should initially be kept at least 10 feet away from the existing building, with the toe of the fill coinciding with the edge of the existing building. The remaining of fill soil needed to establish finished floor grade should not be placed against the existing building walls until sufficient settlement data are accumulated to evaluate the effects of new fill placement on the existing building. We anticipate that data from the settlement monitoring program will verify that the full - height dock -high fill and preload can also be placed immediately adjacent to the existing building G e o E n g i n e e r s 6 File No. 7699.001 -00 -1130 \102799 ood without causing structural distress. If, however, the settlement monitoring data suggests that fill placement against the building will lead to excessive settlement, our firm will develop appropriate methods to minimize settlement impacts on the existing building and differential settlements between the new and the old portions. Such methods could include placing lightweight fill or buried culverts adjacent to the existing building, making modifications to panel clips in the existing warehouse, or using a structural slab between the existing warehouse and the closest bay of the addition areas. Fill should be sloped downward to surrounding grades at about 1- 1 /2H:1V (horizontal to vertical). Preload fill need be compacted only to the extent necessary to support construction equipment. The preload surface should be crowned slightly to promote drainage of surface water. The preload fill should be left in place until the measured rates and magnitudes of settlement indicate that post construction settlements will be within acceptable limits. In order to evaluate the rate and magnitude of fill settlement, a series of settlement plates should be installed prior to placing any new fill in the addition areas. An example of a recommend settlement plate and a description of the monitoring procedures are presented in Figure 4. Initial elevation readings of the settlement plates and adjacent ground surface should be obtained immediately after they are placed. We recommend that the elevation surveys of the settlement plates be referenced to a stable benchmark established at least 100 feet from the area being filled. Also, we recommend that a series of settlement points be established and surveyed along the south and east walls of the existing building. Elevations of the plates, points and adjacent ground surface should then be determined on a weekly basis during filling so that settlement progress in relation to the height of new fill in place can be charted. The settlement data should be forwarded to our office promptly after each reading for our evaluation. There could be significant differences in settlement behavior across the site due to variations in the thickness of underlying compressible soils. We recommend that settlement plates be placed in two rows and on a grid pattern with a spacing of about 75 feet for each addition area. One row of plates should be located within about 15 feet from the existing building so that we can evaluate potential settlement effects on the existing building. We should review the proposed layout of the settlement plates before they are installed. The presence of the measurement rods that extend above the settlement plates and through the fill will inhibit the mobility of earthmoving equipment to some extent. The earthwork contractor should be cautioned to exercise care to avoid damaging or disturbing the rods. The construction documents should emphasize the importance of protecting the settlement plates and measurement rods from disturbance. FOUNDATION SUPPORT Foundation construction should not be started until after the fill settlements are largely complete. All foundations should be underlain by at least 24 inches of existing or new compacted structural fill. Interior column footings can be supported within the compacted dock -high fill. G e o E n g i n e e r s 7 File No. 7699.00100.1130 \102799 Perimeter footing subgrades will likely be within the existing fill soils. These footing subgrades should be recompacted to a firm, unyielding condition and to at least 95 percent of the maximum dry density determined in accordance with the ASTM D -1557 test method. A representative from our staff should evaluate exposed footing subgrades. Subgrade soils that are in a loose, soft or wet condition should be removed and replaced with structural fill to the depth determined by our representative. r z We recommend that interior and exterior foundations be supported at least 12 and 18 inches tio 2 below the lowest adjacent futished grade, respectively. Isolated column footings should have a minimum width of 3 feet. Continuous strip footings should be at least 2 feet wide. Individual 0 § to U) la: . co column footings and continuous footings constructed as recommended may be designed for an allowable soil bearing pressure of 3,000 psf for interior footings and 2,500 psf for exterior LL W O footings. These values apply to the total. of all dead plus long-term live loads and may be 2 : increased by one-third for wind and seismic loads. u.. < We estimate that postconstruction settlements for interior wall and column footings will u) n range from about 1/4 to % inch, provided that the addition area is preloaded as recommended. The W additions should be designed to tolerate at least I /2 inch of differential settlement between adjacent g. P P interior columns. Perimeter foundation settlements are also expected to range from 1 /4 to 3 /4 inch. The perimeter of the addition areas should be capable of tolerating V2 inch of differential 2 m Uo settlement between adjacent roof-supported columns. Depending on the magnitude of settlement ON D I_ resulting from. areal floor loading in the new addition, differential settlements between the = V% • existing and new sections could be about Y2 inch. We estimate that the foundation settlement will i— largely be complete within four weeks after application of structural loads. . 41- r o` ili Z ! U -; FLOOR SLAB SUPPORT 0 Floor slabs may be supported directly on the compacted dock-high structural fill. In our • 2 opinion, a vapor barrier is not needed beneath the sla.bs if the structural fill consists of free- draining sand and gravel as previously recommended. Postconstruction settlements due to long- term areal loads of about 250 psf should be less than Y2 inch if the addition areas are preloaded as recommended. Abrupt differential settlements are not expected for uniformly applied loads. PAVEMENTS Exposed subgrades in new pavement areas should be proofrolled or probed to detect zones of unsuitable soils. Once any unsuitable soils are excavated and repaired, the subgrade should be thoroughly compacted, providing the exposed soils are sufficiently dry to not be disturbed by the compaction effort. We recommend that the pavement section in areas used primarily by automobiles consist of 2 inches of Class B asphalt concrete, 4 inches of crushed rock base course, and 6 inches of free - draining sand and gravel subbase fill. In truck parking, loading areas and driveways, we recommend increasing the thickness of asphalt concrete to 3 inches. G e o E n g i n e e r s 8 File No. 7699 - 001 -00. 1130 \102799 If pavement subgrade preparation work will take place during wet weather, it might be necessary to increase the thickness of subbase fill. Generally, a 12 -inch thickness is adequate for protection except for heavy traffic areas where 18 inches may be needed. It might also be appropriate to place ATB (asphalt - treated base) as a temporary wearing surface for construction traffic during prolonged wet weather. The ATB should be at least 4 inches thick and used as a direct substitution for the crushed rock. Crushed rock base course should conform to Washington State Department of Transportation Standard Specifications for Road, Bridge and Municipal Construction, Section 9- 03.9(3), Crushed Surfacing Base Course. Subbase fill should generally conform to Section 9- 03.14, Gravel Borrow, except the percent passing the No. 200 sieve should not exceed 5 percent. Both the crushed rock base course and the subbase fill should be compacted to at least 95 percent of ASTM D -1557. It is important to pavement performance that backfill in utility trenches also be properly compacted. DRAINAGE We recommend that the ground surface adjacent to the building additions be sloped so that surface runoff flows away from the structure. Roof drains should be connected via tightlines to the site storm drain system. LIMITATIONS We have prepared this report for use by Fatigue Technologies, Mustang L.L.C., and CNA Companies and other members of the design team for design of a portion of this project. The data and report should be provided to prospective contractors for their bidding or estimating purposes, but our report, conclusions and interpretations should not be construed as a warranty of the subsurface conditions. If there are any changes in the loads, grades, locations, configurations or types of facilities to be constructed, the conclusions and recommendations presented in this report might not be fully applicable. If such changes are made, we should be given the opportunity to review our conclusions and recommendations and to provide written modification or verification of these recommendations. When the design is finalized, we recommend that we be given the opportunity to review those portions of the specifications and drawings that relate to geotechnical considerations to see that our recommendations have been interpreted and implemented as intended. The scope of our services does not include services related to construction safety precautions and our recommendations are not intended to direct the contractor's methods, techniques, sequences or procedures, except as specifically described in our report for consideration in design. There are possible variations in subsurface conditions between the locations of the explorations and also with time. Some contingency for unanticipated conditions should be included in the project budget and schedule. We recommend that our firm be retained to provide G e o E n g i n e e r s 9 File No, 7699- 001 -00. 1130 \102799 0 rn 9 co w O g a ' J u- — a E w w fi 3p ! O O = V` • U. 0 CU Z N 0 ~' Z [ EXri /D�23 OI l HRP:DJC ja P: \7699001 \00\finals1766900100R.doc sufficient monitoring, testing and consultation during construction to confirm that the conditions encountered are consistent with those indicated by the explorations, to provide recommendations for design changes should the conditions revealed during the work differ from those anticipated, and to evaluate whether or not earthwork and foundation installation activities comply with the contract plans and specifications. Within the limitations of scope, schedule and budget, our services have been executed in accordance with generally accepted practices in this area at the time the report was prepared. No warranty or other conditions, express or implied, should be understood. 4 + ► The conclusion and recommendations in this report should be applied in their entirety. If there are any questions concerning this report or if we can provide additional services, please call. G e o E n g i n e e r s / 207 Respectfully submitted, GeoEngineers, Ind. Herbert R. Pschunder, P.E. Senior Engineer Daniel J. Campbell, P.E. Associate 10 File No. 7699 -001 - 00.1130 \102799 PION' .• erms sure ON 0 C•1 0 0 0 0 0 of to 310 176TH m iit o ror 5 IT/TH ST1 s dim ST 116 swA, 4.1 000 AIRPORr • :,1“ , i••••T T.' 7014 c•IF , • 0 Geo Engineers 2000 PANAY PLAZA SCALE IN FEET ut4NLW ' 1110 TO I tin Reproduced with permission granted by THOMAS BROS. MAPS. This map is copyrighted by THOMAS BROS. MAPS. It is unlawful to copy or reproduce all or any part thereof, whether for personal use or resale, without permission. 0 4000 1 VICINITY MAP FIGURE 1 ar=r-ar^ :•.:. •;1.; LLA 4 1. 1 tr 4 owl cn N 0 AL 1J� B -1 F -1 OCCUPANCY � �. ;51N6LE STORY:'' F -I OCCUPANCY • SINGLE STORY co IE'1'IN6 ' IL �1NG': 5-2 OCCUPANCY SINGLE STORY NEW ADDITION Note: The Locations of all features shown are approximate. Reference: "Site Plan, Mustang L.L.C., 401 Andover Park East, Tukwila, Washington," by CNA Architecture dated 9/1/99 ND FLOOR ,572 OCCUPANCY: IST FLOOR w 5 OCCUPANCY B -2 IST FLOOR 5 OCCUPANCY 2ND FLOOR IL ': EXISTING��' WING TO BE DEMOLISHED':: • 5-2 OCCUPANCY IST FLOOR 5 OCCUPANCY 2ND FLOOR Geo Engi 111111111 11111IIIIH111 1111 �, 5-2 OGGJPANGI' SI4&LE STORY B�OGGUPANGY: 2ND FLOOR: IST FLOOR ITION • '`Washington," LET B OCCUPANCY B -2 I5T FLOOR B OCCUPANCY 2ND FLOOR 5-2 OGGUPANGY I5T FLOOR B OGGUPANGY 2ND FLOOR • • A Geo Engineers EXPLANATION: B - + BORING Al A' CROSS SECTION 0 SITE PLAN FIGURE 2 60 SCALE IN FEET 120 P iC ca ea 0 0 o) rn. co 0 6 0 0 0 03 . CO 0 A 0 WEST 20 - 40 - cu cu 60 - 2 a w 0 80 - 100 120 - 56 - 55 - 13 - ? — Soft silt with variable fine sand content (ML /MH)(alluvium) Notes: 1. The subsurface conditions • shown are based on interpolation between widely spaced explorations and should be considered approximate; actual subsurface conditions may vary from those shown. 2. Refer to Figure 2 for location of Section A —A'. Existing Ground Surface Medium dense to very dense /hard silty fine to coarse sand and sandy silt with gravel (SM /ML)(fili) Soft to medium stiff silt with variable fine sand content (ML)(alluvium) —? Loose to medium dense, sand with silt to silty fine to medium sand (SP- SM /SM)(alluvium) ? - ?- Loose to medium dense fine to medium sand (SP)(alluvium) EXPLANATION: Boring Blow Count Ground water level observed during drilling Inferred Geologic Contact Ve va Me we n sand uvium) between imate; Existin Medium dense to coarse sand and (SM /ML)(fill) EXPLANATION: Ground Surface very dense /hard silty fine to sandy silt with gravel Soft to medium stiff silt with variable fine sand content (ML)(alluvium) Loose to medium dense, sand with silt to silty fine to medium sand (SP- SM /SM)(alluvium) Loose to medium dense fine to medium sand (SP)(alluvium) Boring Blow Count Ground water level observed during drilling — ? — ?— Inferred Geologic Contact 0 Geo -; Engineers ? — Very soft to stiff sill. and elastic silt with variable fine sand content (ML /MH)(ailuvium) Medium dense silty fine sand with shell and wood fragments (SM)(tidal deposits) 0 N 48 - 52 5- 5- 2- 3- 4- _5= 6- 7- 20 - 9- • 11- 3 2- 2- 2- 2- 5- 5- 5- 6- 14- 16- SCALE: 1" = 20' CROSS SECTION A -A' FIGURE 3 A' EAST 0 20 - 40 - 60 - B0 100 - 120 . 3 } Existing Ground Surface Measurement Rod, 1/2 -inch- diameter Pipe or Rebar Sand Pad, if Necessary Geo ,,,y Engineers Il (Not to Scale) Casing, 2- inch - diameter Pipe (set on plate, not fastened) Coupling Welded to Plate v r- yv�� • 44..1: L�' f� �'Z�tj JY:1l�..Y �J.'�J.��/S`ali.� iaYt. Settlement Plate, 16" x 16" x 1/4" NOTES: 1. Install settlement plates on firm ground or on sand pads if needed for stability. Take initial reading on top of rod and at adjacent ground level prior to placement of any fill. 2. For ease in handling, rod and casing are usually installed in 5 -foot sections. As fill progresses, couplings are used to install additional lengths. Continuity is maintained by reading the top of the measurement rod, then immediately adding the new section and reading the top of the added rod. Both readings are recorded. 3. Record the elevation of the top of the measurement rod at the recommended time intervals. Record the elevation of the adjacent fill surface every time a measurement is taken. 4. Record the elevation of the top of the measurement rod to the nearest 0.01 foot, or 0.005 foot, if possible. Record the fill elevation to the nearest 0.1 foot. 5. The elevations should be referenced to a temporary benchmark located on stable ground at least 100 feet from the area being filled. FIGURE 4 SETTLEMENT PLATE DETAIL NOTICE: THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT 1S DUE TO_THE QUALITY OF THE DOCUMENT. APPENDIX FIELD EXPLORATIONS AND LABORATORY TESTING FIELD EXPLORATIONS Subsurface conditions within the addition areas were explored by drilling two borings at the approximate locations shown in Figure 2. The.boring locations were determined by taping from various surface features. Elevations at the boring locations (B -1 and B -2) were determined by hand level survey from existing manholes that are shown on a site plan provided by CNA Companies. The boring locations and elevations should be considered accurate only to the degree implied by the methods used. The borings were drilled to depths of 46'/2 and 116V2 feet each using truck- mounted, hollow - stem auger drilling equipment. A member of our engineering geology staff classified the soils encountered, observed and recorded ground water conditions, obtained relatively undisturbed and disturbed samples of the soils, and prepared a detailed log of each boring. Soils were classified in general accordance with the system described in Figure A -1. A key to the boring log symbols is presented in Figure A -2. Logs of the borings are presented in Figures A -3 and A-4. The logs reflect our interpretation of the field logs and the results of laboratory evaluation and testing of soil samples. Samples of the soils were obtained from the borings using a heavy -duty, split - barrel sampler with brass liner rings. The samples were retained in the liner rings and double - sealed to prevent moisture loss. The sampler was driven into undisturbed soil with a hammer weighing 300 pounds and falling a vertical distance of about 30 inches. The number of blows required to drive the sampler the final 12 inches or other specified distance is indicated above the corresponding sample notations on the boring logs. LABORATORY TESTING Samples obtained from the borings were reexamined in our geotechnical laboratory and selected samples were tested to determine moisture and dry density characteristics. Results of the moisture and dry density tests are presented on the boring logs. G e o E n g i n e e r s A -1 File No. 7699 - 001 -00- 1130 \102799 f :�soila -l.doc SOIL CLASSIFICATION SYSTEM . MAJOR DIVISIONS GROUP . SYMBOL GROUP NAME COARSE GRAINED SOILS Mors Than 50% Retained on No. 200 Sieve GRAVEL More Than 50% of Coarse Fraction Retained on No. 4 Sieve CLEAN GRAVEL GW WELL - GRADED GRAVEL, FINE TO COARSE GRAVEL GP POORLY-GRADED GRAVEL GRAVEL WITH FINES GM SILTY GRAVEL GC CLAYEY GRAVEL SAND More Than 50% of Coarse Fraction P No. 4 Sieve CLEAN SAND SW WELL - GRADED SAND, FINE 70 COARSE SAND SP POORLY- GRADED SAND • SAND WITH FINES SM SILTY SAND SC CLAYEY SAND FINE GRAINED SOILS More Than 60% Passes No. 200 Sieve SILT AND CLAY Liquid Limk Less Then 60 INORGANIC ML SILT CL CLAY ORGANIC OL ORGANIC SILT, ORGANIC CLAY SILT AND CLAY . Liquid Limit 60 or More INORGANIC MH SILT OF HIGH PLASTICITY, ELASTIC SILT CH CLAY OF HIGH PLASTICITY, FAT CLAY ORGANIC OH ORGANIC CLAY, ORGANIC SILT HIGHLY ORGANIC SOILS PT PEAT NOTES: SOIL MOSTURE MODIFIERS: 1. Field classification Is based on visual examination of soli In Dry - Absence of moisture, dusty, dry to the touch general accordance with ASTM D2488.90. • 2. Soil classification using laboratory tests Is in general Moist • Damp, but no visible water accordance wkh ASTM D2487.90. Wet - Visible free water or saturated, usually soil Is obtained from below 3. Descriptions of soil density or consistency are based on water table interpretation of blow count data, visual appearance of soils, and /or test data. ...i Geo \O Engin eers SOIL CLASSIFICATION SYSTEM FIGURE A -1 f :�soila -l.doc LABORATORY TESTS AL CP CS DS GS %F HA SK SM MD SP TX UC Atterberg Limits Compaction Consolidation Direct shear Grain size Percent fines Hydrometer Analysis Permeability Moisture Content Moisture and density Swelling pressure Triaxial compression Unconfined compression CA Chemical analysis BLOW COUNT /SAMPLE DATA: Blows required to drive a 2.4 -inch I.D. split- barrel sampler 12 inches or other indicated distances using a 300 -pound hammer falling 30 inches. Blows required to drive a 1.5 -inch I.D. (SPT) split-barrel sampler 12 inches or other indicated distances using a 140 -pound hammer falling 30 inches. "P" indicates sampler pushed with weight of hammer or against weight of drill rig. SOIL GRAPH: 22 . 1 o ] 26 m SM Soil Group Symbol (See Note 2) Distinct Contact Between Soil Strata Gradual or Approximate Location of Change Between Soil Strata Water Level Bottom of Boring Location of relatively undisturbed sample . 12 ® Location of disturbed sample � 7 o Location of sampling attempt with no recovery Location of sample obtained in general accordance with Standard Penetration Test (ASTM D -1586) procedures Location of SPT sampling attempt with no recovery Location of grab sample NOTES: 1. The reader must refer to the discussion in the report text, the Key to Boring Log Symbols and the exploration Togs for a proper understanding of subsurface conditions. 2. Soil classification system is summarized in Figure A -1. Geo �Engineers KEY TO BORING LOG SYMBOLS FIGURE A -2 I Project • Mustang L.L.C. Building.Addition Job Number • 7699- 001 -00 Location . Tukwila, WA Date 09/27/99 Drilled Logged SJW By Contractor Holocene Drilling Met Mud Rotary Method Equipment Mobile B -61 Bill Sample Method 3.25 -inch D&M Hammer Data 300 -Ib. auto - hammer, 30" drop X- coordinate: Not Determined y_coardinnte: Not Determined Datum: Not Determined Not Determined Total Depth (ft) P () 46.5 Elevation (ft) 22 Elevat _System: ? a to 0 v cc 7R z a t cn o m d E n S ' z a t9 2— (.7 E D escr i ption N c m Material .. e * y ' o 13 29 47 27 28 L E a p � 121 93 75 97 96 Other Tests And Notes ' F- LL U1 --5 .10 _ -15 -20 -25 _ —30 _ —35 0 - 5 - _ 10— _ - - 15— _ - 20— _ 25— I _ `s 3 0— _ 3 100 100 89 94 100 100 89 01 02 03 04 05 06 07 SUU Sod zone, 4 inches thick + 0 56 55 13 12 • IN • !'r • ML SM ML ML SM - Light gray sandy silt with occasional fine to coarse gravel - (hard, moist) (fill) - - — — _ Light brown silty fine to coarse sand with occasional fine to coarse gravel (medium dense, moist) (fill) — — _ _ Light gray silt with silty tine sand pockets and orange - mottling (stiff moist) (alluvium) - — — - _ 4 5 14 U .. Gray silt (soft, wet) (alluvium) — — _ _ _ Gray silty fine sand (loose, wet) (alluvium) — — _ _ N SP -SM I _ Dark gray to black fine to medium sand with silt (medium _ - dense, wet) (alluvium) - .- — _ _ .., 35_, 3 Note: See Figure A-2 for explanation of symbols �� Geo � OEn Engineers LOG OF BORING B -1 FIGURE A -3 Project Job Number Mustang L.L.C. Building Addition' 7699- 001 -00 w u S a 0 35 40— 45— 50 55- e5— 70— 75— O 94 83 100 Z d 0. E N 08 09 10 0 m 13 16 0 0 C7 Mti SP Note: See Figure A -2 for explanation of symbols Geo ��� Engineers Material Description Light gray silt with wood fragments (soft, wet) (alluvium) Dark gray to black fine to medium sand with a trace of silt (medium dense, wet) (alluvium) Boring completed at 46.5 feet on 09/27/99 Ground water observed at 18.5 feet during drilling Location U • d se- LOG OF BORING B -1 (Continued) FIGURE A -3 Tukwila, WA 69 Other Tests And Notes —45 —55 -6 —6 —75 I Project !. Mustang L.L.C. Building Addition , Job Number ' 7699- 001 -00 Location Tukwila, WA Date Drilled 09/27 -28/99 Bogged SJW Contractor Holocene Drilling Del Mud Rotary Method Equipment Mobile B -61 Btll Sample 3.25-inch D&M Method . Hammer 3D0 -Ib. auto- hammer, 30" drop Data X- coordinate: Not Determined Y- coordinate: Not Determined Datum; Not Determined System: lot Determined Total Depth (ft) 115 Elevation (ft) 22 LL 1- W O ° ' cc z a- co m d i 0 S' a C7 E y y N p M Description 8 -. v a� w •o 3 c g a =" Q Other Tests And Notes LL a O 0 - ^5 _ -10 _ -15 _ ^20 —25 _ - —30 - x-35 0 ' _ _ - - 5^ _ - 10— 15^ - 20— _ ' 25^ _ _ ' i 3 i 100 89 94 94 100 100 89 1 2 3 4 5 6 7 SOl) Sod zone, 4 inches thick - 11 30 44 47 40 28 121 93 70 82 96 48 52 ML SM ..--- - Gray silt interbedded with silty fine sand with occasional - gravel (hard, moist) MI) - - Gray silty fine to coarse sand with occasional fine to coarse gravel (very dense, moist) (fill) — - _ 5 5 �• 2 ML ML _ Gray silt with interbedded silty fine sand layers (medium - still; wet) (alluvium) _ • ^ - Trace of organic matter in Sample 4 _ ^ .. _ Grades to soft below 20 feet - 3 4 _ Gray non - plastic silt with fine sand (soft, wet) (alluvium) ^ - _ • SP -SM • - Dark gray to black fine sand with silt (loose, wet) _ (alluvium) _ __H.,.._. J ML - Dark gray sandy silt (soft, wet) (alluvium) .. 35 i Note: See Figure A -2 for explanation of symbols 3 �� Geo ., Engineers 3 7 LOG OF BORING B -2 FIGURE A-4 i$ d 0 O U W C7 2 8 r Project Mustang L.L.C. Building Addition Ui W W 3 x a. O 35 40— 45— 50 55 — 65 70 — 75 —, ate 94 94 89 100 100 94 100 100 0 E N 8 9 10 11 12 13 14 15 m 5 20 3 a • • 2 ■ . 9 • SP ML MH Note: See Figure A -2 for explanation of symbols Geo ,Z Engineers Job Number i Location 7699- 001 -00 Material Description Dark gray to black fine to medium sand with a trace of silt (loose, wet) (alluvium) 3 -inch -thick lens of gray silt with sand in Sample 11 Gray silt with fine sand (stifc wet) (alluvium) Dark gray laminated silt with a trace of fine sand (soft to - very soft, wet) (alluvium) Grades to light gray in color below 75 feet U SC 35 84 22 35 32 40 42 FIGURE A-4 Tukwila, WA 102 84 90 79 78 LOG OF BORING B -2 (Continued) Other Tests And Notes W z ✓ a . 35 -40 —45 —50 -55 - 60 — 65 —70 — 7 5 t _0 R Project Mustang L.L.C. Building Addition 80 85 90 95 100 105 110— 115— 100 94 100 94 100 94 100 z c E 16 17 18 19 20 21 22 23 U co n. E n N 1/16" 1/6" • MH 5 5 5 ■ 14 al 24 16 El • • • F c 2 SM Note: See Figure A -2 for explanation of symbols Geo O Engineers Job Number 7699- 001 -00 Material Description Gray silt (very soft, wet) (alluvium) Dark gray silt (medium stiff wet) (alluvium) Increasing fine sand content below 100 feet Gray sandy silt (medium stiff wet) (alluvium) Gray silty fine sand with shell and wood fragments (medium dense, wet) (marine deposits) Sample 24 disturbed due to heave Boring completed at 116.5 feet on 09/28/99 Ground water observed at 8.5 feet during drilling Location MIN rn c v U 2 3 78 42 49 5Q 52 48 33 31 FIGURE A-4 Tukwila, WA 75 70 71 68 74 87 84 LOG OF BORING B -2 (Continued) Other Tests And Notes —115 i Fatigue Technology, Inc. 01110 -1 CNA Architecture -1137 SUMMARY OF THE WORK SECTION 01110 - SUMMARY OF THE WORK PART 1 - GENERAL 1.1 WORK COVERED BY THE CONTRACT DOCUMENTS A. The Project consists of a shell and core for new construction of steel frame and concrete two story office building and shell and core renovations and alterations to existing attached manufacturing and warehouse building complying with requirements indicated by the Contract Documents. 1. Project Location: 2. Name of Owner. B . Contract Documents, dated 7th day of July, 2000, were prepared by CNA Architecture, 777 108th Avenue NE - Suite 400, Bellevue WA 98004. C . Bidder Design: Following shall and core systems will be engineered and designed by the bidding firms. Designs shall be compatible with work indicated and shall conform to purpose and intent of the project: 1. Plumbing systems. 2. HVAC systems. 3. Fire sprinkler system. 4. Electrical distribution system. 5. Fire alarm 1.2 CONTRACT[S] A. The Work will be constructed under a single prime contract by McCarthy Construction Co. 1.3 WORK SEQUENCE A. Construct. Work in phases to accommodate Owner's occupancy requirements and to provide minimum interference with Owner's operations or hazard to Owner's personnel and the general public. B. Be responsible for developing this phasing schedule for the economical and expedient pursuit of the Work and for coordinating the schedule with Owner. C. Limit re -entry of construction personnel into previously completed Phase areas to a minimum. 1.4 CONTRACTOR USE OF PREMISES A. During the construction period, the Contractor shall have full use of the premises for construction operations, including use of the site. ,► - B. The Contractor's use of the premises is limited only by the Owner's right to perform work or to retain other contractors on portions of the Project. 1.5 OCCUPANCY REQUIREMENTS A. Owner reserves the right to occupy and to place and install equipment and urnishings in completed areas of the Work and to occupy such completed areas prior to Substantial Completion, as allowed by the City of Tukwilla inspectors. B. Perform Work following occupancy so as not to interfere with Owner's operations. Limit re- entry of construction personnel into previously completed and occupied areas to a minimum. C. Interruption of building access and operations will not be permitted; cooperate with Owner during construction operation to minimize conflicts and to facilitate Owner usage. 07/07/00 BUILDING PERMIT ce 0 0 ; u) 0 co w ` J w 0 `. 2 g -J = a I- w z p ! 111 uj 0 N' 01 w ` H V 0 Ii Z co 0 Fatigue Technology, Inc. CNA Architecture -1137 07/07/00 END OF SECTION 01110 -2 SUMMARY OF THE WORK 1.6 SPECIFICATION FORMATS AND CONVENTIONS A. Specification Format: The Specifications are organized into Divisions and Sections using the 16- division format and CSI /CSC's "MasterFormat" numbering system. 1. Section Identification: The Specifications use section numbers and titles to help cross - referencing in the Contract Documents. Sections in the Project Manual are in numeric sequence; however, the sequence is incomplete. Consult the table of contents at the beginning of the Project Manual to determine numbers and names of sections in the Contract Documents. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows: C. Abbreviated Language: Language used in the Specifications and other Contract Documents is abbreviated. Words and meanings shall be interpreted as appropriate. Words implied, but not stated, shall be inferred as the sense requires. Singular words shall be interpreted as plural, and plural words shall be interpreted as singular where applicable as the context of the Contract Documents indicates. 1. Imperative mood and streamlined language are generally used in the Specifications. Requirements expressed in the imperative mood are to be performed by Contractor. Occasionally, the indicative or subjunctive mood may be used in the Section Text for clarity to describe responsibilities that must be fulfilled indirectly by Contractor or by others when so noted. a. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase. 1.7 MISCELLANEOUS PROVISIONS A. Work Safety: 1. Comply with all safety orders required by the local and federal authorities. 2. Provide additional safety measures as necessary to reasonably protect employees and the public from unnecessary dangers at all times for the duration of the Work. PART 2 - PRODUCTS (Not used) PART 3 - EXECUTION (Not used) BUILDING PERMIT .-a le s.i.44.06 t O z � w w. p O co ' G F_ w w U 1.1 SUMMARY A. Section Includes: 1. Schedule of Values 2. Applications for Payment 3. Change Procedures SECTION 01200 - PRICE AND PAYMENT PROCEDURES PART 1 - GENERAL Fatigue Technology, Inc. 01200 -1 CNA Architecture -1137 PRICE AND PAYMENT PROCEDURES 1.2 SCHEDULE OF VALUES A. Submit typed schedule on AIA Form G703 - Application and Certificate for Payment Continuation Sheet. Contractor's standard form or electronic media printout will be considered. B. Submit in triplicate on monthly date mutally agreed between Owner, Architect and Contractor. C. Utilize Table of Contents of this Project Manual. Identify each line item with number and title of specification Section. Identify site mobilization, bonds and insurance. D. Include in each line item the amount of Allowances specified in this Section. E. Revise schedule to list approved Change Orders, with each Application for Payment. 1.3 APPLICATION FOR PAYMENT A. Submit three copies of each application. B. Execute on AIA Form G702 - Application and Certificate for Payment. C. Utilize Schedule of Values for listing items in Application for Payment. D. Payment Period: Monthly, on or before the 25th of each month. 1.4 CHANGE PROCEDURES A. The Architect will advise of minor changes in the Work not involving an adjustment to Contract Sum or Contract Time as authorized by AIA A201, 1987 Edition, Paragraph 7.4. B. The Owner's Consultant may issue a Proposal Request which includes a detailed description of a proposed change with supplementary or revised Drawings and specifications. Contractor will prepare and submit an estimate within seven days. C. Stipulated Sum /Price Change Order: Based on Proposal Request and Contractor's. D. Construction Change Directive: Owner's Consultant may issue a Construction Change Directive signed by Owner instructing the Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order. Document will describe changes in the Work and designate method of determining any change in Contract Sum /Price and Contract Time as provided in the Contract Documents. E. Change Order Forms: AIA Form G701 Change Order. F. Execution of Change Orders: Architect will issue Change Orders for signatures of parties as provided in the Conditions of the Contract. PART 2 - — PRODUCTS (Not Used) PART 3 - — EXECUTION (Not Used) 07/07/00 END OF SECTION BUILDING PERMIT t':3).ti'Li.'ii64Ji{a' Co w w 0 g Q CO - CO p w '' z - O z H; ,gyp' O N , C w w O, Z ; w N 0 z Fatigue Technology, Inc. 01310 -1 CNA Architecture -1137 PROJECT MANAGEMENT AND COORDINATION SECTION 01310 - PROJECT MANAGEMENT AND COORDINATION PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Coordination. 2. Administrative and supervisory personnel. 3. General installation provisions. 4. Cleaning and protection. 1.2 COORDINATION A. Arrange all work so that it does not interfere with Owner's activities. B . Coordinate activities included in various Sections to assure efficient and orderly installation of each component. Coordinate operations included under different Sections that are dependent on each other for proper installation and operation. C. Where installation of one component depends on installation of other components before or after its own installation, schedule activities in sequence required to obtain best results. D. ; Make provisions to accommodate items scheduled for early installation. E. Prepare memoranda for distribution to each party involved outlining required coordination procedures. 1. Include required notices, reports, and attendance at meetings. 2. Prepare similar memoranda for Owner's Consultant and separate Contractors where coordination of their Work is required. 1.3 ADMINISTRATIVE PROCEDURES A. Coordinate scheduling and timing of administrative procedures with other activities to avoid conflicts and ensure orderly progress. 1. Preparation of schedules. 2. Installation and removal of temporary facilities. 3. Delivery and processing of submittals. 4. Progress meetings. 5. Project closeout activities. B. Field Coordination: Provide close coordination where required for installation of products and materials fabricated off -site by separate entities and where limited space necessitates maximum utilization of space for efficient installation of different components. 1.4 EXAMINATION A. Inspection of Conditions: Ensure that Installer of each component inspects substrate and conditions under which Work is performed. B. Do not proceed until unsatisfactory conditions have been corrected. C. Inspect material immediately upon delivery and again prior to installation. Reject damaged and defective items. D. Recheck measurements and dimensions before starting installation. 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. 01310 - 2 CNA Architecture -1137 PROJECT MANAGEMENT AND COORDINATION 1.5 INSTALLATION A. Manufacturer's Instructions: Comply with manufacturer's installation instructions and recommendations to extent that they are more stringent than requirements in Contract Documents. B. Provide attachment and connection devices and methods necessary for securing each construction element. 1. Secure each construction element true to line and level. 2. Allow for expansion and building movement. C. Visual Effects: Provide uniform joint widths in exposed Work. Arrange joints to obtain best effect. Refer questionable choices to Architect for decision. D. Isolate each part from incompatible material as necessary to prevent deterioration. E. Coordinate temporary enclosures with inspections and tests to minimize uncovering completed construction for that purpose. Mounting Heights: Where mounting heights are not indicated, install components at standard heights for application indicated. Refer questionable decisions to Architect. 1.6 CLEANING AND PROTECTION A. During handling and installation, clean and protect construction in progress and adjoining materials in place. Apply protective covering where required to ensure protection from damage or deterioration at Substantial Completion. Clean and maintain completed construction as often as necessary through construction period. C. Adjust and lubricate operable components to ensure operability without damaging effects. PART 2 - PRODUCTS (Not used) PART 3 - EXECUTION (Not used) 07/07/00 END OF SECTION BUILDING PERMIT CNA Architecture -1137 PROJECT MEETINGS PART 1 - GENERAL Fatigue Technology, Inc. 01312 -1 SECTION 01312 - PROJECT MEETINGS 1.3 PRE - INSTALLATION CONFERENCES A. Conduct Pre - Installation Conference before each activity that requires coordination with other construction activities. Specification Sections requiring Pre - Installation Conferences include: 1. 04420 — Unit Masonry Aseemblies 2. 07100 — Dampproofing and Waterproofing 3. 07410 — Metal Roof and Wall Panels 4. 07510 — Built-Up Bituminous Roofing 5. 08410 — Aluminum Framed Storefront 6. 08920 — Glazed Aluminum Curtain Wall 7. 14240 — Hydraulic Elevators B. Attendees: Architect, Contractor, subcontractor /installer involved, manufacturer's representative if required by manufacturer or these specifications. Code enforcement personnel if required by local codes (example: Section 07840, Firestopping.) 1.1 SUMMARY A. Section Includes: a 1. Pre - Construction Meeting 0 o 2. Pre- installation conferences u) ° u) L1 3. Progress meetings 9E 4. Requests for information (RFI) u) LL uJ 1.2 PRE - CONSTRUCTION MEETING 2 �_ A. Owner, Architect, and Contractor schedule date and time for a Pre - Construction Meeting, a- a preferably held at jobsite, as soon as possible after Contractor receives signed contract or P. v Notice to Proceed to review responsibilities and procedures. _+ B. Attendees: Owner, Architect, Contractor, and subcontractors, suppliers and consultants z �- deemed necessary by Contractor and Architect. Attending subcontractors, suppliers, and r z g manufacturers represented by persons authorized to conclude matters relating to the Work. l LU C. Agenda: Discuss significant items that could affect progress, including following: ° o „ 1. Methods to reduce possible adversarial actions between parties and methods to maintain 'O co communication and cooperation. ~ ' p W W' 2. Hazardous materials. i 3. List of subcontractors and suppliers. . u- F- 4. Construction Progress Schedule including critical scheduling requirements; determine O; date of publication. ii co 5. Contractor requirements. 1 _ . 6. Design -Build requirements, if applicable. z 7. Procedures for Contractor's RFIs. (See Article 1.5 of this Section.) 8. Procedures for processing shop drawings, product submittals, field decisions, and change orders. 9. Procedures for maintaining project record documents, security, safety, deliveries, housekeeping, and first aid. 10. Procedures of work forces and working relations with Owner's staff and others. 11. Use of site for parking, staging, storage, temporary buildings, and construction activities. 12. Schedule future meeting dates and times. 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. 01312 - 2 CNA Architecture - 1137 PROJECT MEETINGS END OF SECTION C. Agenda: Review progress of other activities and preparations for activity under consideration, including time schedules, manufacturer's preparation and installation recommendations, safety requirements, weather limitations, substrate acceptability, compatibility problems, and inspection and testing requirements. D. Contractor records significant discussions, agreements, and disagreements of each conference. It is recommended that this meeting be held either preceding or following a L ' : g Progress Meeting. — B 1. Number and record meetings sequentially. v 2. Distribute meeting record to concemed parties, including Architect and Owner, within 72 o Q hours after meeting. w UJ J 1.4 PROGRESS MEETINGS w LL' w 0 A. Contractor conducts progress meetings'at regularly scheduled intervals as determined. 2 Contractor prepares agenda and provides meeting minutes. ga _, u.. a' B. Attendees include Owner, Architect, Contractor, and Consultants and subcontractors deemed N d ' necessary by Architect and Contractor. z w C. Agenda: Discuss agenda requirements listed for Pre - Construction Meeting in paragraph 1.2 -C ? above. r-- 0 zi- 1. Review construction progress schedule. w w 2. Review latest Progress Meeting Report for accuracy. Correct inaccurate items. > 0 , 3. Review RFI log and Change Order requests for current status. 8 N ' O- Architect distributes written Progress Meeting Minutes of each meeting to concemed parties, as 0 � determined, within 72 hours. w w z or H — O i w N ;' z 1.5 REQUESTS FOR INFORMATION A. When field conditions or contents of Contract Documents require clarification or verification by Architect, following procedure is required: 1. Present item or items requiring clarification /verification at Progress Meeting for discussion. (For critical or emergency items, contact Architect at once.) 2. If it Is determined that item or items do not require written RFI submittals, Architect includes clarification /verification determination in Progress Meeting Report. 3. If it is determined that item or items do require written RFI submittal, prepare each RFI on a copy of form bound in at end of this Section. 4. Number RFIs sequentially from 1. 5. Record each RFI In a log, identifying each by RFI-#, subject, date submitted, date of response, and disposition. B. Route and copy RFIs in same manner as correspondence. C. Architect responds to submitted RFI's within seven working days or urgency date noted on RFI in space provided on RFI orm. If change order is indicated, change order request also listed or attached. D. f agreement regards clarification /verification acceptable to both parties cannot be reached, see General Conditions and Supplementary Conditions for procedures to resolve conflict. 07/07/00 BUILDING PERMIT RFI # Contractor's Job No. Project: Contractor. QUESTION: RESPONSE: Signature: Title: 10.97 REQUEST FOR INFORMATION Architect: Initiated by: Title: Spec Section Dwg /Detail Signature: Date: Potential Cost impact: Potential Time Impact: Response Needed within days Date: Fatigue Technology, Inc. 01330 -1 CNA Architecture -1137 SUBMITTAL PROCEDURES SECTION 01330 - SUBMITTAL PROCEDURES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Administrative and procedural requirements for submittals required for performance of the Work. 1. Proposed products list. 2. Construction progress schedules. 3. Submittals schedule. 4. Product data. 5. Shop drawings. 6. Samples. 7. Review action. 8. Schedule of Submittal Categories. B. Related Sections: 1. Refer to other Division -1 sections and other Contract Documents for requirements for administrative submittals, including Applications for Payment, Change Procedures. 1.2 SUBMITTAL PROCEDURES A. Coordination: Coordinate preparation and processing of submittals with performance of construction activities. 1. Transmit each submittal sufficiently in advance of performance of related construction activities to avoid delay. 2. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity. 3. Coordinate transmittal of different types of submittals for related elements of the Work so processing will not be delayed by need to review submittals concurrently for coordination. Owner /Architect reserves right to withhold action on a submittal requiring coordination with other submittals until related submittals are received. B. Processing: Allow sufficient review time so that installation will not be delayed as a result of time required to process submittals, including time for resubmittals. 1. Allow five working days after receipt for initial review. a. Allow more time if processing must be delayed to permit coordination with subsequent submittals. b. Owner /Architect will advise Contractor when a submittal being processed must be delayed for coordination. 2. If an intermediate submittal is necessary, process same as initial submittal. 3. AIIow three working days for reprocessing each submittal. 4. No extension of Contract time will be authorized because of failure to transmit submittals to Owner /Architect sufficiently in advance of the Work to permit processing. C. Submittal Preparation: Place a permanent label or title block on each submittal for identification. Indicate name of entity that prepared submittal. 1. Provide 4 -inch by 5 -inch space on label or beside title block on shop drawings to record Contractor's, review and approval markings and action taken. 2. Provide an additional 3 -inch by 4 -inch space adjacent to Contractor's review /approval space to record action taken during processing by Owner /Architect. 3. Include following information on label for processing and recording action taken. a. Project name. b. Date that submittal is forwarded to Contractor. c. Name and address of Contractor. d. Name of subcontractor. 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. CNA Architecture -1137 01330 - 2 SUBMITTAL PROCEDURES e. Name and address of supplier. f. Name of manufacturer. g. Number and title of applicable specification Section. h. Reference Drawing sheet and detail numbers applicable to submittal. i. Submittal number. Provide sequential, chronological numbering systems for submittals from subcontractors. D. Submittal Transmittal: 1. Package each submittal appropriately for transmittal and handling. a. Transmit each submittal to Owner /Architect using transmittal form. b. Submittals received from sources other than Contractor will be retumed without action. 2. Record on transmittal form relevant information and requests for data. a. Record deviations from Contract Document requirements, including minor variations and limitations. b. Include , Contractor's certification that information complies with Contract Document requirements. 1.3 PROPOSED PRODUCTS LIST A. Within 30 calendar days after date of commencement of Work, submit complete list of products proposed for use. B. List name of manufacturer, trade name, and model number of each item or system. 1.4 CONSTRUCTION PROGRESS SCHEDULE A. CPM or bar chart, with separate fine for each Section of Work. Identify first work day of each week. B. Include dates for submission and return of shop drawings and other product submittals. C. Identify long -lead items that require early purchase or approval to avoid delays to timely delivery and installation. D. Submit initial progress schedule in duplicate within 10 days after award of Contract. E. Distribution: 1. Following response to initial submittal, print and distribute copies to Architect, Owner, subcontractors, and other parties required to comply with scheduled dates. 2. Post copies in project meeting room and temporary field office. 3. When revisions are made, distribute to same parties and post in same locations. 4. Delete parties from distribution when they have completed their assigned portion of the Work and are no longer involved in construction activities. F. Schedule Updating: Revise schedule after each meeting or activity where revisions have been recognized or made, and issue revised schedule with meeting report or next Application for Payment. Identify changes made since previous version. 1.5 SUBMITTAL SCHEDULE A. Prepare complete schedule of submittals and submit within ten calendar days of date commencement of the Work. B. Coordinate submittal schedule with list of subcontracts, schedule of values, list of products, and construction schedule. C. Distribution: 1. Schedule Updating: Revise Following response to initial submittal, print and distribute copies to Architect, Owner, subcontractors, and other parties required to comply with submittal dates indicated. 07/07/00 BUILDING PERMIT wtviw heat'A�'a't :tr at>W3:+ 'w1.611,413+441: i Y,i' ium;' 6�Jt .9° .> �';iaY�,t. ..4:;? e 2. Post copies in project meeting room and field office. 3. Delete parties from distribution when they have completed their assigned portion of the Work and are no longer involved in construction activities. Fatigue Technology, Inc. 01330 - 3 CNA Architecture -1137 SUBMITTAL PROCEDURES 1.8 PRODUCT DATA A. Collect product data into single submittal for each system or element of construction. 1. Product data includes printed information such as manufacturer's installation instructions, catalog cuts, standard color charts, roughing -in diagrams and templates, standard wiring diagrams and performance curves. 2. Where product data must be specially prepared, submit as shop drawings. 3. Do not submit product data until compliance with requirements of Contract Documents has been confirmed. B . Mark each copy to show applicable choices and options. C. Where printed product data includes information on several products, some of which are not required, mark copies to indicate the applicable information. D. Include the following information: 1. Manufacturer's printed recommendations. 2. Compliance with recognized trade association standards. 3. Compliance with recognized testing agency standards: 4. Application of testing agency labels and seals. 5. Notation of dimensions verified by field measurement. 6. Notation of coordination requirements. E. Number of Copies: 1. Three copies, except where otherwise indicated. Owner and Architect will retain one each, and will retum other marked with action taken and corrections or modifications required. 2. Where Required for Maintenance Manuals: Six copies. Owner and Architect will retain one each, and will retum others marked with action taken and corrections or modifications required. 07/07/00 1.7 SHOP DRAWINGS A. Submit newly prepared information, drawn to accurate scale. B. Highlight, encircle (cloud), or otherwise indicate deviations from Contract Documents. In same manner, indicate any changes, revisions or unknowns with a note requesting information or verification. C. Do not reproduce contract documents or copy standard information as basis of shop drawings. Standard information prepared without specific reference to this project is not considered shop drawings. D. Shop drawings include fabrication and installation drawings, setting diagrams, schedules, pattems, templates, and similar drawings. E. Include following information: 1. Dimensions. 2. Identification of products and materials included. 3. Notation of coordination requirements. 4. Notation of dimensions established by field measurement. F. Sheet Size: Except for templates, patterns and similar full -size drawings, submit shop drawings on sheets at least 8 -1/2 by 11 inches but no larger than 30 by 42 inches. G. Number of Copies: BUILDING PERMIT Fatigue Technology, Inc. 01330 - 4 CNA Architecture -1137 SUBMITTAL PROCEDURES 1. Initial Submittal: Submit one correctable translucent reproducible print and five blue -line or black -line prints. The reproducible print will be returned. 2. Where Required for Maintenance Manual: Submit one translucent reproducible print and six blue -line or black -line prints. Two blue- or black -line prints will be retained, the remaining prints returned. H. Do not use shop drawings without an appropriate final stamp indicating action taken in connection with construction. 1.8 SAMPLES A. Submit full -size, fully fabricated samples cured and finished as specified and physically identical to material or product proposed. B. Samples include partial sections of manufactured or fabricated components, cuts or containers of materials, color range sets, and swatches showing color, texture and pattern. 1. Mount, display, or package samples to facilitate review of qualities indicated. 2. Prepare samples to match Owner's/Architect's sample. C. Include following: 1. Generic description. 2. Source. 3. Product name or name of manufacturer. 4. Compliance with recognized standards. 5. Availability and delivery time. D. Submit samples for review of kind, color, pattem, and texture, for final check of these characteristics with other elements, and for comparison of these characteristics between final submittal and actual component as delivered and installed. 1. 1. Where variations in color, pattem, texture, or other characteristics are inherent in material or product represented, submit multiple units (not less than three) that show approximate limits of variations. 2. 2. Refer to other specification sections for requirements for samples that illustrate workmanship, fabrication techniques, details of assembly, connections, operation, and similar construction characteristics. E. Number of Samples: 1. Preliminary Submittal for Selection of Color, Pattern, Texture, or the Like: Submit full set of choices for material or product. Samples will be retumed with Owner's/Architect's mark indicating selection. 2. Final Submittals: Two sets (except for samples illustrating assembly details, workmanship, fabrication techniques, connections, operation, and similar characteristics). One will be retumed marked with action taken. F. Distribution: 1. Maintain returned sets of samples at the Project site for quality comparisons throughout course of construction. 2. Prepare and distribute additional sets to subcontractors, manufacturers, fabricators, suppliers, installers, and others as involved in required performance of construction activities. Show distribution on transmittal forms. 1.9 OWNER/ARCHITECT ACTION A. Where action and return is required or requested, Owner /Architect will review each submittal, mark to indicate action taken, and return promptly. 1. Compliance with specified characteristics and requirements is Contractor's responsibility. 2. Submittals not previously reviewed and stamped to indicate Contractor's approval will be returned without Owner /Architect review. 3. Owner /Architect will review submittals for general conformance with design concept of the project and general compliance with information given in the Contract Documents. BUILDING PERMIT 07/07/00 Fatigue Technology, Inc. 01330 - 5 CNA Architecture - 1137 SUBMITTAL PROCEDURES B. Action Stamp: Owner /Architect will stamp each submittal with self - explanatory action stamp. Stamp will be marked appropriately to indicate action taken. 1. REVIEWED: Indicates that part of the Work covered by the submittal may proceed provided it complies with requirements of the Contract Documents. Final acceptance will depend upon that compliance. 2. FURNISH AS CORRECTED: Indicates that part of the Work covered by the submittal may proceed provided it complies with notations and corrections on submittal and with requirements of the Contract Documents. Final acceptance will depend upon that compliance. 3. REVISE AND RESUBMIT: Do not proceed with that part of the Work covered by the submittal, including purchasing, fabrication, delivery, or other activity. Revise or prepare new submittal in accordance with notations or appropriate requirements. Repeat as necessary to obtain acceptance action mark. 4. REJECTED: Do not proceed with that part of the Work covered by the submittal, including purchasing, fabrication, delivery, or other activity. Do not permit submittals marked Revise and Resubmit, or Rejected, to be used at project site or elsewhere where Work is in progress. Where submittal is for information or record purposes, special processing or other activity, receipt will be acknowledged in appropriate manner. 07/07/00 END OF SECTION BUILDING PERMIT CNA Architecture - 1137 Fatigue Technology, Inc. 01410 -1 REGULATORY REQUIREMENTS SECTION 01410 - REGULATORY REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Comply with and give notices as required by laws, ordinances, rules, regulations, and lawful orders of public authorities bearing on performance of the Work. B. Regulatory requirements include modifications, amendments, additions, and the like, current as of the date of these documents. C. Referenced codes establish minimum requirement levels. Where provisions of various codes or standards conflict, more stringent provisions govem. Promptly submit to Architect written notice of observed variations from legal requirements in Contract Documents. D. Compliance requirements include, but are not necessarily limited to: 1. Uniform Building Code and related Standards, 1997 Edition, published by Intemational Conference of Building Officials, and WAC 51-40. 2. Life Safety Code, NFPA 101 -1997. 3. State Rules and Regulations for Barrier Free Design, WAC 51-40. 4. Americans with Disabilities Act of 1991. 5. Fire Doors/Windows, NFPA 80 -1999. 6. Department of Labor and Industries Regulations, including General Safety and Health Standards, WAC 296 -24. 7. OSHA regulations and standards. 8. Uniform Fire Code (UFC), 1997 Edition. 9. Insurance underwriter requirements of the building Owner. 10. Factory Mutual. 11. Mechanical Work: a. Uniform Mechanical Code, 1997 Edition. b. Uniform Plumbing Code, 1997 Edition. 12. Electrical Work: a. Underwriters' Laboratories (UL). b. National Electrical Manufacturers Association (NEMA). c. NFPA, 1999 National Electrical Code (NEC), National Electrical Safety Code, and above listings as applicable. d. State Electrical Construction Code. 13. Environmental Requirements: Work to be performed in compliance with relevant statues and regulations dealing with prevention of environmental pollution and preservation of public natural resources. 14. Energy Requirements: Comply with insulation and energy conservation requirements of State of Washington and City of Tukwilla. E. Drawings and Specifications govem whenever Drawings and Specifications require higher standards than are required by goveming codes, regulations, and the like. PART 2 - PRODUCTS (Not used) PART 3 - EXECUTION (Not used) 07/07/00 END OF SECTION BUILDING PERMIT Fatigue Technology, Inc. CNA Architecture -1137 07/07/00 01420 -1 REFERENCES SECTION 01420 - REFERENCES PART 1 - GENERAL 1.1 RELATED DOCUMENTS re A. Drawings and general provisions of the Contract, including General and Supplementary u� Conditions and other Division 1 Specification Sections, apply to this Section. v CO g 1.2 DEFINITIONS w w A. General: Basic Contract definitions are included in the Conditions of the Contract. N Of B. Indicated: The term "indicated" refers to graphic representations, notes, or schedules on the 2 Drawings, or other Paragraphs or Schedules in the Specifications, and similar requirements in ga the Contract Documents. Terms such as "shown," "noted," "scheduled," and "specified" are u. a' used to help the reader locate the reference. Location is not limited. = d C. Directed: Terms such as "directed," "requested," "authorized," "selected," "approved," ~ _ , "required," and "permitted" mean directed by the Architect, requested by the Architect, and z similar phrases. w D. Approved: The term "approved," when used in conjunction, with the Architect's action on the � ` Contractor's submittals, applications, and requests, is limited to the Architect's duties and responsibilities as stated in the Conditions of the Contract. ' o E. Regulation: The term "regulations" includes laws, ordinances, statutes, and lawful orders = w` issued by authorities having jurisdiction, as well as rules, conventions, and agreements within 1- r - the construction industry that control performance of the Work. ! p z F. Fumish: The term "furnish" means supply and deliver to the Project site, ready for unloading, • cn unpacking, assembly, installation, and similar operations. j /- G. Install: The term "install" describes operations at the Project site including the actual 0 unloading, unpacking, assembly, erection, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, and similar operations. H. Provide: The term "provide" means to fumish and install, complete and ready for the intended use. I. Installer: An "Installer" is the Contractor or an entity engaged by the Contractor, either as an employee, subcontractor, or contractor of lower tier, to perform a particular construction activity, including installation, erection, application, and similar operations. Installers are required to be experienced in the operations they are engaged to perform. J. The term "experienced," when used with the term "Installer" means having a minimum of five previous projects similar in size and scope to this Project, being familiar with the special requirements indicated, and having complied with requirements of the authority having jurisdiction. • 1. Trades: Using terms such as "carpentry" does not imply that certain construction activities must be performed by accredited or unionized individuals of a corresponding generic name, such as "carpenter." It also does not Imply that requirements specified apply exclusively to tradespersons of the corresponding generic name. BUILDING PERMIT Fatigue Technology, Inc. 01420 - 2 CNA Architecture -1137 REFERENCES K. "Project Site" is the space available to the Contractor for performing construction activities, either exclusively or in conjunction, with others performing other work as part of the Project. The extent of the Project Site is shown on the Drawings and may or may not be identical with the description of the land on which the Project is to be built. 1.3 INDUSTRY STANDARDS A. Applicability of Standards: Except where the Contract Documents include more stringent a requirements, applicable construction industry standards have the same force and effect as if o bound or copied directly into the Contract Documents to the extent referenced. Such standards co 0 are made a part of the Contract Documents by reference. !.L1.1 w , B. Publication Dates: Comply with the standards in effect as of the date of the Contract CO Documents. ul 0 C. Conflicting Requirements: Where compliance with two or more standards is specified and g where the standards may establish different or conflicting requirements for minimum quantities u Q or quality levels, refer requirements that are different, but apparently equal, and uncertainties rn 3 to the Architect for a decision before proceeding. z w 1. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified z shall be the minimum provided or performed. The installation may comply exactly with the minimum quantity or quality specified, or it may exceed the minimum 1— within reasonable limits. To comply with these requirements, indicated numeric values 2 W are minimum or maximum, as appropriate, for the context of the requirements. Refer v 0 uncertainties to the Architect for a decision before proceeding 0 u) o � D. Copies of Standards: Each entity engaged in construction on the Project is required to be w w familiar with industry standards applicable to its construction activity. Copies of applicable z 0 standards are not bound with the Contract Documents. II 0 1. Where copies of standards are needed to perform a required construction activity, the • Z . Contractor shall obtain copies directly from the publication source. v E. Abbreviations and Names: Trade association names and titles of general standards are 0 frequently abbreviated. Where such abbreviations and acronyms are used in the Specifications z and other Contract Documents, they mean ht recognized name of the trade association, standards- generating organization, authority having jurisdiction, or other entity applicable to the context of the text provision. Refer to the "Encyclopedia of Associations," published by Gale Research Co., available at most libraries. 1.4 GOVERNING REGULATIONS AND AUTHORITIES A. The Architect has contacted authorities having jurisdiction where necessary to obtain information to prepare Contract Documents. Contact authorities having jurisdiction directly for information and decisions regarding on the Work. 1.5 SUBMITTALS A. Permits, Licenses, and Certificates: For the Owner's records, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, and similar documents, correspondence, and records established in conjunction with compliance with standards and regulations bearing upon performance of the Work. PART 2 - PRODUCTS (Not used) PART 3 - EXECUTION (Not used) 07/07/00 END OF SECTION �xa BUILDING PERMIT Fatigue Technology, Inc. 01450 -1 CNA Architecture -1137 QUALITY CONTROL SECTION 01450 - QUALITY CONTROL PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Administrative and procedural requirements for quality control services. B. Quality control services include inspections and tests and related actions including reports, performed by independent agencies, governing authorities, and Contractor. C. Inspection and testing services are required to verify compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with Contract Document requirements. D. Requirements of this Section relate to customized fabrication and installation procedures, not production of standard products. E. Specific quality control requirements for individual construction activities are specified in sections that specify those activities. 1. Those requirements, including inspections and tests, cover production of standard products as well as customized fabrication and installation procedures. 2. Inspections, tests and related actions specified are not intended to limit Contractor's quality control procedures that facilitate compliance with Contract Document requirements. 3. Requirements for Contractor to provide quality control services required by Architect, Owner, or authorities having jurisdiction are not limited by provisions of this Section. 1.2 CONTRACTOR RESPONSIBILITIES A. Monitor quality control of suppliers, manufacturers, products, services, site conditions, and workmanship to produce Work of specified quality. B. Ensure compliance with specified standards as a minimum quality for the Work except when more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship. C. Coordinate inspections and tests specified or required by goveming authorities, including where they are Owner's responsibility or are provided by another entity. D. Where Contractor is required to employ a firm for tests or inspections of same element for which Owner's agency is performing services, Contractor shall not employ entity engaged by Owner unless otherwise agreed in writing with Owner. 1.3 RETESTING A. Contractor is responsible for retesting where results of required inspections, tests or similar services prove unsatisfactory and do not indicate compliance with Contract Document requirements, regardless of who was responsible for original test. B. Cost of retesting construction revised or replaced by Contractor, where required tests were performed on original construction, is Contractor's responsibility. 1.4 ASSOCIATED SERVICES A. Cooperate with agencies performing required inspections, tests and similar services and provide reasonable auxiliary services as requested. B. Notify the agency sufficiently in advance of operations to permit assignment of personnel. 07/07/00 BUILDING PERMIT or w 2 m 0 Q co CO Ill � LL. W O CD ' w t o` 0 c ot 0 10 W 1-- V• ui Fatigue Technology, Inc. 01450 - 2 CNA Architecture -1137 QUALITY CONTROL C. Auxiliary services required include but are not limited to: 1. Providing access to the Work and fumishing incidental labor and facilities necessary to facilitate inspections and tests. 2. Taking adequate quantities of representative samples of materials that require testing or assisting the agency in taking samples. 3. Providing facilities for storage and curing of test samples, and delivery of samples to testing laboratories. 4. Providing the agency with a preliminary design mix proposed for use for materials mixes that require control by the testing agency. 5. Security and protection of samples and test equipment at the Project site. 1.5 OWNER RESPONSIBILITIES A. The Owner will employ and pay for the services of an independent agency, testing laboratory or other qualified firm to provide inspections, tests and similar quality control services specified to be performed by independent agencies and not by the Contractor, except where they are specifically indicated as the Contractor's responsibility or are provided by another identified entity. B. Costs for these services are not included in the Contract Sum. 1.8 MANUFACTURERS' FIELD SERVICES AND REPORTS A. When specified in individual specifications Sections, require material or product suppliers or manufacturers to provide qualified staff personnel to observe site conditions and to initiate instructions for proper performance of work. B. Report observations and site decisions or instructions that are supplemental or contrary to manufacturer's written instructions. 1.7 SUBMITTALS A. Independent testing agency shall submit certified written report of each inspection, test, and similar service to Architect, in duplicate. 1. Where agency is responsible for service, submit directly to Architect. 2. Where Contractor is responsible for service, submit through Contractor. 3. Submit additional copies of each report directly to goveming authority when authority so directs. B. Report Data: Written reports of each service shall include, but not be limited to: 1. Date of issue. 2. Project title and number. 3. Name, address and telephone number of testing agency. 4. Dates and locations of samples and tests or inspections. 5. Names of individuals making inspection or test. 6. Designation of the Work and test method. 7. Identification of product and Specification Section. 8. Complete inspection or test data. 9. Test results and interpretations of test results. 10. Ambient conditions at time of sample- taking and testing. 11. Comments or professional opinion as to whether inspected or tested Work complies with Contract Document requirements. 12. Name and signature of laboratory inspector. 13. Recommendations on retesting. 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. 01450 - 3 CNA Architecture -1137 QUALITY CONTROL 1.8 QUALITY ASSURANCE A. Qualification for Service Agencies: Engage inspection and testing service agencies, including independent testing laboratories, which are prequalified as complying with requirements of the Washington Association of Building Officials (WABO) for State certification, and which specialize in the types of inspections and tests to be performed. B. Each independent inspection and testing agency engaged on the Project shall be authorized by authorities having jurisdiction to operate in the State in which the Project is located. C. References: 1. Conform to reference standards of issue current as of date of Contract Documents. 2. Should manufacturer's instructions conflict with Contract Documents, request clarification from Architect before proceeding. 1.9 COORDINATION A. Contractor and each agency engaged to perform inspections, tests and similar services shall coordinate sequence of activities to accommodate required services with a minimum of delay. B. Contractor and each agency shall coordinate activities to avoid necessity of removing and replacing construction to accommodate inspections and tests. C. Contractor is responsible for scheduling times for inspections, tests, taking samples and similar activities. 1.10 REPAIR AND PROTECTION A. Upon completion of inspection, testing, sample- taking, and similar services, repair damaged construction and restore substrates and finishes to eliminate deficiencies, including deficiencies in visual qualities of exposed finishes. Comply with Contract Document requirements for "Cutting and Patching." B. Protect construction exposed by or for quality control service activities, and protect repaired construction. C. Contractor is responsible for repair and protection regardless of assignment of responsibility for inspection, testing or similar services. 07/07/00 END OF SECTION BUILDING PERMIT Fatigue Technology, Inc. 01800 -1 CNA Architecture -1137 MATERIALS AND EQUIPMENT SECTION 01800 - MATERIALS AND EQUIPMENT PART 1 - GENERAL 1.1 GENERAL REQUIREME A. Definition: The term PRODUCTS means new material, machinery, components, equipment, fixtures, and systems forming the Work, but does not include machinery and equipment used for preparation, fabrication, conveying, and erection of the Work. Products may also include existing materials or components specifically identified for reuse. B. Provide only new products, materials and equipment unless specified or shown otherwise. Do not use materials and equipment removed from existing premises except as specifically Identified or allowed by the Contract Documents. C. Conform to applicable specifications and standards. D. Comply with size, make, type, and quality specified and indicated on drawings, or as specifically approved in writing by Architect. Manufactured and Fabricated Products: 1. Design, fabricate, and assemble in accordance with "First Class Workmanship." 2. Manufacture like parts of duplicate units to standard sizes and gages, to be interchangeable. 3. Two or more items of same kind shall be identical and by same manufacturer (whether fumished under one Section or more). 4. Provide products suitable for service conditions. 5. Adhere to indicated equipment capacities, sizes, and dimensions, unless variations are specifically approved in writing. Do not use materials and equipment for other than designed or specified purposes and uses. G. Long Lead -Time Items: 1. Notify the Owner's Consultant of long lead time items needed to expedite. 2. Contractor is responsible for ordering items far enough in advance to assure timely delivery. 07/07/00 1.2 MANUFACTURER'S INSTRUCTIONS A. When Contract Documents require installation of work to comply with manufacturer's printed instructions, obtain and distribute instructions to concemed entities. END OF SECTION BUILDING PERMIT Fatigue Technology, Inc. 01630 -1 CNA Architecture - 1137 PRODUCT SUBSTITUTION PROCEDURES SECTION 01630 - PRODUCT SUBSTITUTION PROCEDURES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 6 1. Product options. 2. Substitutions. N s N uJ 1.2 PRODUCT OPTIONS 9 u- A. Product Specified by Reference Standards or by Description Only: Provide any product w O meeting those standards or description. B. Products Specified by Naming One or More Manufacturers: Provide products of listed u- manufacturers named and meeting specifications. Submit a written request for substitution for N a any other product or manufacturer not named. w C. Products Specified by Naming One Product and Manufacturer Exclusively: There is no option ? and no substitution will be allowed. z O; W ~` 2 3 1.3 SUBSTITUTIONS —PRIOR TO RECEIVING BIDS 3 p A. Substitutions of materials, products, or equipment for those items specified (including changes 0 y o H; of manufacturer, trade name, model, catalog number, patented article, etc.) will be considered w only when written request has been submitted to Architect or Engineer in accordance with the = v. following procedures: • — 1. Prior Approval: Substitutions may be requested prior to receiving bids, by Bidder, - O subcontractor, supplier or other qualified party who wishes to propose use of a particular v N material, product, or equipment in lieu of that specified. Substitutions are subject to warranty as required by General Condition. 0 2. Time Of Submittal: Requests for Prior Approval addressed to Architect and referenced to Z this project and section number will be considered if received ten working days prior to the bid closing date for particular subcontractor or supplier required by the Contractor or prime bidder. B. Form Of Submittal: 1. Burden of proof of merit of requested substitution is upon submitter, and subject to provisions of General Conditions. It is the sole responsibility of submitter to establish content of submittal data, samples, and other support material. 2. Include sufficient data with Request so that direct comparison of proposed item to specified item can be made. Knowledge and experience of applicator and warranty may be an integral part of specification, therefore, data concerning applicator (i.e., experience, organization, references, projects, dates, etc.) may be material. 3. Inadequate warranty, vagueness of submittal, failure to meet project requirements, or insufficient data may be cause for disapproval or rejection of request. Architect/Engineer's decision for rejection of requested substitution is final, may be based upon her /his opinion, and does not require documentation or further justification. Architect/Engineer's approval is subject to later reconsideration at any time in life of Contract. C. Form of Approval: Approved requests will be set forth in Addendum issued in accordance with these Instructions to Bidders under following conditions: 1. This Addendum is solely concemed with substitutions of items of materials, products, and equipment before submittal of Bids as provided in Instructions to Bidders. No other items shall substituted or bid. 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. 01630 - 2 CNA Architecture - 1137 PRODUCT SUBSTITUTION PROCEDURES 2. Items allowed by this Addendum are subject to full provisions of original Contract Documents including all modifications thereto, and shall be warranted as substitutions conforming with Contract Documents as provided by General Conditions. 3. Approvals are based upon the opinion, knowledge, information, and belief of Architect/Engineer at time of issuance of this Addendum and reliance upon data submitted. Approvals are therefore interim in nature and subject to reconsideration as additional data, materials, workmanship, and coordination with other work are observed and reviewed. In proposing items allowed by this Addendum, Bidder assumes all risks, costs, and responsibilities for items final acceptance, integration into Work, and performance. 4. This Prior Approval procedure has been offered and will be administered in manner to fulfill Owner's desire for bidding competition. Substitutions will be considered after execution of Contract in accordance with this Section as specified following. 1.4 SUBSTITUTIONS — PROPOSED WITH BID SUBMISSION A. Time Of Submittal: Completed Proposed Substitutions Form to accompany Bid at time of Bid submission. B. Form Of Submittal: Supplementary substantiating data adequate for preliminary evaluation of proposed substitutes must accompany Bid Form in separate, adequately labeled envelope. Additional data may be requested. C. Form of Acceptance: Items accepted by Architect, Engineer or Owner will be incorporated in Change Order and executed simultaneously with construction Contract. Proposed Substitution Bids are not binding after execution of initial Contract. 1.5 SUBSTITUTIONS — PROPOSED DURING CONSTRUCTION A. Procedure for substitution of materials, products, and equipment after execution of Contract by Change Order as outlined in General Conditionss. 1. Substitutions of subcontractors, suppliers, manufacturers, and other data disclosed before execution of Contract and specified materials or work constitute changes in the work and must be incorporated into Contract by Change Order under General Conditionss. 2. Contractor may propose substitutions only on Conditions that either: a. Previously disclosed data or specified material cannot be provided and incorporated into Work in time allowed due to Conditionss beyond control of Contractor, or b. Owner will benefit by reduced cost or improved project. Owner to receive full benefit of any cost reductions. 3. Request for substitutions to include: a. Statement of cause for request with substantiating documents. b. Documentary proof of equal or superior quality, delivery time, and costs in form of certified quotations from supplier of both specified and proposed material. c. When requesting Changes in Work, or when Changes in Work are caused by Contractor, Contractor agrees to: 1) Bear costs of additional architectural services and related costs required for effecting change; 2) Make acceptable adjustments in related construction at not additional cost to Owner and without reduced quality in the project. PART 2 - PRODUCTS (Not used) PART 3 - EXECUTION (Not used) 07/07/00 END OF SECTION BUILDING PERMIT ..q fiV of O w Atchnology Project: Substitution Request Number: From: To: Date: SUBSTITUTION REQUEST (After the Bidding Phase) ❑ Point -by -point comparative data attached - REQUIRED BY A/E A/E Project Number: Contract For. Specification Title: Description: Section: Page: Article/Paragraph: Proposed Substitution: Manufacturer. Address: Phone: Trade Name: Model No.: Installer: Address: Phone: History: ❑ New product ❑ 2 -5 years old ❑ 5 -10 yrs old ❑ More than 10 years old Differences between proposed substitution and specified product: Reason for not providing specified item: Similar Installation: Project: Architect: Address: Owner: Date Installed: Proposed substitution affects other parts of Work: Copyright 1996, Construction Specification Institute, 601 Madison Street, Alexandria, VA 223144791 ❑ No ❑ Yes; explain Savings to Owner for accepting substitution: (S 1. Proposed substitution changes Contract Time: ❑ No ❑ Yes [Add] [Deduct] days. Supporting Data Attached: ❑ Drawings ❑ Product Data ❑ Samples ❑ Tests ❑ Reports ❑ Page —1 of 2 September 1996 CSI Porte 13.1A The Undersigned certifies: • Proposed substitution has been fully investigated and determined to be equal or superior in all respects to specified product. • Same warranty will be furnished for proposed substitution as for specified product. • Same maintenance service and source of replacement parts, as applicable, is available. • Proposed substitution will have no adverse effect on other trades and will not affect or delay progress schedule. • Cost data as stated above is complete. Claims for additional costs related to accepted substitution which may subsequently become apparent are to be waived. • Proposed substitution does not affect dimensions and functional clearances. • Payment will be made for changes to building design, including A/E design, detailing, and construction costs caused by the substitution. • Coordination, installation, and changes in the Work as necessary for accepted substitution will be complete in all respects. Submitted by Signed by: Firm: Address: Telephone: Attachments: A/Es REVIEW AND ACTION ❑ Substitution approved - Make submittals in accordance with Specification Section 01330. ❑ Substitution approved as noted - Make submittals in accordance with Specification Section 01330. ❑ Substitution rejected - Use specified materials. ❑ Substitution Request received too late - Use specified materials. Signed by: Copyright 1996, Construction Specification Institute, 601 Madison Street, Alexandria, VA 223141791 Page — 2 of 2 SUBSTITUTION REQUEST (Continued) Date: Additional Comments: ❑ Contractor ❑ Subcontractor ❑ Supplier ❑ Manufacturer ❑ A/E ❑ September 1996 CSI Form 13.IA wmall SECTION 01770 - CLOSEOUT PROCEDURES PART 1 - GENERAL 1.1 SUMMARY A. This Section includes administrative and procedural requirements for contract closeout including, but not limited to, following: 1. Inspection procedures. 2. Project record document submittals. 3. Provide to Owner submittals required by governing authorities. 4. Instruction of operation and maintenance procedures. 5. Operation and maintenance manual submittal. 6. Final cleaning. B. Related Sections: 1. Closeout requirements for specific construction activities are included in appropriate Sections in Divisions 2 through 16. 2. Procedures for administrative and procedural requirements for warranties, including submittal requirements, are included In Section 01790, Product Warranties. Fatigue Technology, Inc. 01770 -1 CNA Architecture -1137 CLOSEOUT PROCEDURES 1.2 SUBSTANTIAL COMPLETION A. Preliminary Procedures: Before requesting inspection for certification of Substantial Completion, complete following. List exceptions in request. 1. In application for Payment that coincides with, or first follows, date Substantial Completion is claimed, show 100 percent completion for portion of the Work claimed as substantially complete. a. Include supporting documentation for completion as indicated in these Contract Documents and a statement showing an accounting of changes to Contract Sum. b. If 100 percent completion cannot be shown, include a list of incomplete items, value of incomplete construction, and reasons the Work is not complete. 2. Advise Owner of pending insurance changeover requirements. 3. Submit specific warranties, workmanship bonds, maintenance agreements, final certifications, and similar documents. 4. Obtain and submit releases enabling Owner unrestricted use of the Work and access to services and utilities. Include occupancy permits, operating certificates, and similar releases. 5. Submit record drawings, maintenance manuals, damage or settlement surveys, property surveys, and similar final record information. 6. Deliver tools, spare parts, extra stock, and similar items. 7. Make final changeover of permanent locks and transmit keys to Owner. Advise Owner's personnel of changeover in security provisions. 8. Complete startup testing of systems and instruction of Owner's operation and maintenance personnel. Discontinue and remove temporary facilities from site, along with mockups, construction tools, and similar elements. 9. Complete final cleanup requirements, including touch -up painting. 10. Touch up and otherwise repair and restore marred, exposed finishes. B. Inspection Procedures: On receipt of a request for inspection, Architect will either proceed with inspection or advise Contractor of unfilled requirements. Architect will prepare Certificate of Substantial Completion following inspection and advise Contractor of construction that must be completed or corrected before certificate will be issued. 1. Architect will repeat inspection when requested and assured that the Work is substantially complete. 2. Results of completed inspection will form basis of requirements for final acceptance. 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. 01770 - 2 CNA Architecture -1137 CLOSEOUT PROCEDURES 1.3 FINAL ACCEPTANCE A. Preliminary Procedures: Before requesting final inspection for certification of final acceptance and final payment, complete following. List exceptions in request. 1. Submit final payment request with releases and supporting documentation not previously submitted and accepted. Include insurance certificates for products and completed operations where required. 2. Submit an updated final statement, accounting for final additional changes to Contract Sum. 3. Submit a copy of Architect's final inspection list of items to be completed or corrected, endorsed and dated by Architect. Copy of list shall state that each item has been completed or otherwise resolved for acceptance. 4. Submit consent of surety to final payment. 5. Submit a final liquidated damages settlement statement. 6. Submit evidence of final, continuing insurance coverage complying with insurance requirements. B. Reinspection Procedure: Architect will reinspect the Work upon receipt of notice that the Work, including inspection list items from earlier inspections, has been completed except for items whose completion is delayed under circumstances acceptable to Architect. 1. Upon completion of reinspection, Architect will prepare a certificate of final acceptance. If the Work is incomplete, Architect will advise Contractor of work hat is incomplete or of obligations that have not been fulfilled but are required or final acceptance. 2. f necessary, reinspection will be repeated. 1.4 RECORD DOCUMENTS A. General: Do not use record documents for construction purposes. Protect record documents from deterioration and loss in a secure, fire- resistant location. Provide access to record documents for Architect's reference during normal working hours. B. Record Drawings: Maintain a clean, undamaged set of blue or black line white -prints of Contract Drawings and Shop Drawings. Mark set to show actual installation where installation varies substantially from the Work as originally shown. Mark which drawing is most capable of showing conditions fully and accurately. Where Shop Drawings are used, record a cross - reference at corresponding location on Contract Drawings. Give particular attention to concealed elements that would be difficult to measure and record at a later date. 1. Mark record sets with red erasable pencil. Use other colors to distinguish between variations in separate categories of the Work. 2. Mark new information that is important to Owner but was not shown on Contract Drawings or Shop Drawings. 3. Note related change order numbers where applicable. 4. Organize record drawing sheets into manageable sets. Bind sets with durable -paper cover sheets; print suitable titles, dates, and or identification on cover of each set. C. Record Specifications: Maintain one complete copy of Project Manual, including addenda. Include with Project Manual one copy of other written construction documents, such as Change Orders and modifications issued in printed form during construction. 1. Mark these documents to show substantial variations in actual work performed in comparison with text of Specifications and modifications. 2. Give particular attention to substitutions and selection of options and information on concealed construction that cannot otherwise be readily discerned later by direct observation. 3. Note related record drawing information and Product Data. 4. Upon completion of the Work, submit record Specifications to Architect for Owner's records. 07/07/00 BUILDING PERMIT ftxAb- L ^"^..rnmmrwlwxa u@TK+iC ..,�.'. cc ~ w V O' N 0 tu N LLr 2 g Q i � w z H 0: z i- n D o: , O co 0 r— UJ = -- L O ui O . z Fatigue Technology, Inc. 01770 - 3 CNA Architecture -1137 CLOSEOUT PROCEDURES 1.5 OPERATION AND MAINTENANCE DATA A. Maintenance Manuals: Organize operation and maintenance data into suitable sets of manageable size. Compile properly indexed data in individual, heavy duty, 2 -inch (51 -mm), 3- ring vinyl covered binders with pocket folders for folded sheet information. Mark appropriate identification on front and spine of each binder. Include following types of information: 1. Emergency instructions 2. Spare parts list 3. Copies of warranties 4. Wiring diagrams 5. Recommended 'tum- around' cycles 6. Inspection procedures 7. Shop Drawings and Product Data 8. Fixture tamping schedule B. Operation And Maintenance Instructions: Prior to final acceptance, arrange for each Installer of equipment that requires regular maintenance to meet with Owner's designated personnel to provide instruction in proper operation and maintenance. Provide instruction by manufacturer's representatives if Installers are not experienced in operation and maintenance procedures. 1. Include a detailed review of following items: a. Maintenance manuals b. Record documents c. Spare parts and materials d. Tools e. Lubricants f. Fuels g. Identification systems h. Control sequences I. Hazards j. Cleaning k. Warranties and bonds I. I. Maintenance agreements and similar continuing commitments. 2. As part of instruction for operating equipment, demonstrate following procedures: a. Startup b. Shutdown c. Emergency operations d. Noise and vibration adjustments e. Safety procedures f. Economy and efficiency adjustments g. Effective energy utilization 1.6 FINAL CLEANING A. General: General Conditions require general cleaning during construction. B. Cleaning: Employ experienced workers or professional cleaners for final cleaning. Clean each surface or unit to condition expected in a normal commercial building cleaning and maintenance program. Comply with manufacturer's instructions. Complete following cleaning operations before requesting inspection for certification of Substantial Completion. 1. Remove labels that are not permanent labels. 2. Clean transparent materials, including mirrors and glass in doors and windows. Remove glazing compounds and other substances that are noticeable vision - obscuring materials. Replace chipped or broken glass and other damaged transparent materials. 3. Clean exposed exterior and interior hard - surfaced finishes to a dust -free condition, free of stains, films, and similar foreign substances. Restore reflective surfaces to their original condition. Leave concrete floors broom clean. Vacuum carpeted surfaces. 07/07/00 BUILDING PERMIT END OF SECTION Fatigue Technology, Inc. 01770 - 4 CNA Architecture -1137 CLOSEOUT PROCEDURES 4. Wipe surfaces of mechanical and electrical equipment. Remove excess lubrication and other substances. Clean plumbing fixtures to a sanitary condition. Clean light fixtures and lamps. Clean site, including landscape development areas, of rubbish, litter, and other foreign substances. Sweep paved areas broom clean; remove stains, spills, and other foreign deposits. Rake grounds that are neither paved nor planted to a smooth, even - textured surface. C. Removal of Protection: Remove temporary protection and facilities installed for protection of the Work during construction. D. Compliance: Comply with regulations of authorities having jurisdiction and safety standards for cleaning. Do not burn waste materials. Do not bury debris or excess materials on Owner's property. Do not discharge volatile, harmful, or dangerous materials into drainage systems. Remove waste materials from site and dispose of awfully. PART 2 - PRODUCTS (Not used) PART 3 - EXECUTION (Not used) 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. 01790 -1 CNA Architecture -1137 PRODUCT WARRANTIES SECTION 01790 - PRODUCT WARRANTIES PART 1 - GENERAL 1.1 SUMMARY A. This Section includes administrative and procedural requirements for warranties required by the Contract Documents, including manufacturers' standard warranties on products and special warranties. B. Related Sections: 1. Section 01770 - Closeout Procedures. 2. Specific requirements for warranties on products and installations specified to be warranted are included in individual Sections of Divisions 2 through 16. 3. Certifications and other commitments and agreements for continuing services to Owner are specified elsewhere in the Contract Documents. C. Disclaimers and Limitations: Manufacturer's disclaimers and limitations on product warranties do not relieve the Contractor of warranty on the Work that incorporates the products, nor do they relieve suppliers, manufacturers, and subcontractors required to countersign special warranties with the Contractor. 1.2 WARRANTY REQUIREMENTS A. Related Damages and Losses: When correcting failed or damaged warranted construction, remove and replace construction that has been damaged as result of such failure or that must be removed and replaced to provide access for correction of warranted construction. B. Reinstatement of Warranty: When Work covered by warranty has failed and been corrected by replacement or rebuilding, reinstate the warranty by written endorsement. The reinstated warranty shall be equal to the original warranty with an equitable adjustment for depreciation. C. Replacement Cost: Upon determination that Work covered by warranty has failed, replace or rebuild the Work to an acceptable condition complying with requirements of Contract Documents. The Contractor is responsible for cost of replacing or rebuilding defective Work regardless of whether the Owner has benefited from use of the Work through a portion of its anticipated useful service life. D. Owner's Recourse: Expressed warranties made to the Owner are in addition to implied warranties and shall not limit the duties, obligations, rights, and remedies otherwise available under the law. Expressed warranty periods shall not be interpreted as limitations on the time in which the Owner can enforce such other duties, obligations, rights, or remedies. 1. Rejection of Warranties: The Owner reserves the right to reject warranties and to limit selections to products with warranties not in conflict with requirements of the Contract Documents. 2. Where the Contract Documents require a special warranty or similar commitment on the Work or part of the Work, the Owner reserves right to refuse to accept the Work until the Contractor presents evidence that entities required to countersign such commitments are willing to do so. 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. 01790 - 2 CNA Architecture -1137 PRODUCT WARRANTIES 1.3 SUBMITTALS A. Submit written warranties to the Architect prior to the date certified for Substantial Completion. If the Architect's Certificate of Substantial Completion designates a commencement date for warranties other than the date of Substantial Completion for the Work or a designated portion of the Work, submit written warranties upon request of the Architect. 1. When a designated portion of the Work is completed and occupied or used by the Owner by separate agreement with the Contractor during the construction period, submit properly executed warranties to the Architect within 15 days of completion of that designated portion of the Work. B. When the Contract Documents require the Contractor, or the Contractor and a subcontractor, supplier or manufacturer, to execute a special warranty, prepare a written document that contains appropriate terms and identification ready for execution by the required parties. Submit a draft to the Owner, through the Architect, for approval prior to final execution. Refer to Division -2 through Division -16 Sections for specific contract requirements and particular requirements for submitting special warranties. C. Form of Submittal: At Final Completion compile two copies of each required warranty properly executed by the Contractor, subcontractor, supplier, or manufacturer. Organize the warranty documents into an orderly sequence based on the Table of Contents of the Project Manual. D. Bind warranties and bonds in heavy -duty, commercial quality, durable 3 -ring vinyl- covered loose leaf binders, thickness as necessary to accommodate contents, and sized to receive 8 112 by 11 inch paper. 1. Provide heavy paper dividers with celluloid covered tabs for each separate warranty. Mark the tab to, identify the product or installation. Provide a typed description of the product or installation, including the name of the product and the name, address, and telephone number of the Installer. Identify each binder on the front and spine with the typed or printed title "WARRANTIES," Project title or name, and name of the Contractor. . When warranted construction requires operation and maintenance manuals, provide additional copies of each required warranty for inclusion in each required manual. 07/07/00 END OF SECTION BUILDING PERMIT Fatigue Technology, Inc. 02220 -1 CNA Architecture -1137 SITE DEMOLITION SECTION 02220 - SITE DEMOLITION PART 1 - GENERAL 1.1 SUMMARY A. Demolition requires removal and disposal, off site, of the following: 1. Building structure as Indicated on drawings. 2. Entrance drive, parking structures, and adjacent site improvements to limits indicated on drawings. 3. Building foundations and supporting walls to a uniform depth of 12 inches (300 mm) below lowest foundation elevation. 4. Removal of existing site utilities. B. Ownership of Materials: Unless otherwise indicated, materials required to be removed are the property of the Contractor. 1.2 SUBMITTALS A. Make submittals in accordance with Section 01330. B. Schedule: Submit proposed schedule of operations coordination for shut -off, capping, and continuation of utility services as required. C. Include details for dust and noise control. D. Photographs of existing adjacent structures and site improvements. 1.3 JOB CONDITIONS A. Occupancy: Structures to be demolished will be vacated and use discontinued prior to start of work. B. Condition of Structures: Owner assumes no responsibility for actual condition of structures to be demolished. 1. Conditions existing at time of inspection for bidding purpose will be maintained by Owner insofar as practicable. 2. Variations within structure may occur by Owner's removal and salvage operations prior to start of demolition work. C. Salvaged Materials: Items of salvable value to Contractor may be removed from structure as work progresses. 1. Transport salvaged items from site as they are removed. 2. Storage or sale of removed items will not be permitted on site. D. Explosives: Use of explosives will not be permitted. E. Traffic: Conduct demolition operations and debris removal in a manner to ensure minimum interference with roads, streets, walks, and other adjacent occupied or used facilities. 1. Do not close or obstruct streets, walks, or other occupied or used facilities without permission from authorities having jurisdiction. 2. Provide alternate routes around closed or obstructed traffic ways if required by governing regulations. F. Protections: Ensure safe passage of persons around area of demolition. Conduct operations to prevent damage to adjacent buildings, structures, and other facilities and as required to prevent injury to persons. 1. Provide interior and exterior shoring, bracing, or support to prevent movement, settlement, or collapse of structures to be demolished and adjacent facilities to remain. G. Damages: Promptly repair damages caused to adjacent facilities by demolition operations. 07/07/00 BUILDING PERMIT J. PART 2 - PRODUCTS (Not used) PART 3 - EXECUTION 07/07/00 END OF SECTION Fatigue Technology, Inc. 02220 - 2 CNA Architecture -1137 SITE DEMOLITION H. Utility Services: Maintain existing utilities indicated to remain in service, and protect them against damage during demolition operations. 1. Provide temporary services during interruptions to existing utilities, as acceptable to governing authorities. 2. Arrange for disconnecting and sealing utilities serving structures to be demolished prior to start of demolition work. 3.1 DEMOLITION A. Pollution Controls: Use water sprinkling, temporary enclosures, and other suitable methods to limit dust and dirt rising and scattering In air to lowest practical level. 1. Comply with governing regulations pertaining to environmental protection. 2. Do not use water when it may create hazardous or objectionable conditions such as ice, flooding, and pollution. 3. Clean adjacent structures and improvements of dust, dirt, and debris caused by demolition operations. Return adjacent areas to condition existing prior to start of work. Building Demolition: Demolish buildings completely and remove from site, using such methods as required to complete work within limitations of governing regulations. 1. Proceed with demolition work in a systematic manner, from top of structure to ground. 2. Demolish concrete and masonry in small sections. 3. Remove structural framing members and lower to ground by hoists, derricks, or other suitable methods. 4. Break up and remove concrete slabs -on- grade, unless otherwise shown to remain. Below -grade Construction: Demolish foundation walls and other below -grade construction, including concrete slabs, to a depth of not less than 300 mm (12 inches) below lowest foundation level. 3.2 DISPOSAL OF DEMOLISHED MATERIALS A Remove accumulated debris, rubbish, and other materials resulting from demolition operations from site weekly. B. Burning of combustible materials from demolished structures will not be permitted on site. C. Transport materials removed from demolished structures and legally dispose off site. D. If hazardous materials are encountered during demolition operations, comply with applicable regulations, laws, and ordinances concerning removal, handling, and protection against exposure or environmental pollution. BUILDING PERMIT Nu N W O ; g C O ` . I— ru I- 0 Z w w; co O I- 111 w ' v • - 0 uj 1=' O Z Fatigue Technology, Inc. 02230 -1 CNA Architecture -1137 SITE CLEARING SECTION 02230 - SITE CLEARING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Removal of trees and other vegetation. 2. Stripping of peat. 3. Clearing and grubbing. 4. Removing miscellaneous above -grade improvements. B Related Sections: 1. Section 02220 - Site Demolition: Removal of buildings and structures indicated. C. Perform work in compliance with applicable requirements of Washington State DOT /APWA Standard Specifications. 1.2 . PROJECT CONDITIONS A. Traffic: 1. Conduct site clearing operations to ensure minimum interference with roads, streets, walks, and other adjacent occupied or used facilities. 2. Do not close or obstruct streets, walks, or other occupied or used facilities without permission from authorities having jurisdiction. B. Protection of Existing Improvements: Provide protections necessary to prevent damage to existing improvements indicated to remain in place. 1. Protect improvements on adjoining properties and on Owner's property. 2. Restore damaged improvements to their original condition, as acceptable to property owners. 1.3 EXISTING SERVICES A. Arrange and pay for disconnecting, removing, capping, and plugging utility services. Notify affected utility companies in advance and obtain approval before starting this work. B. Place markers to indicate location of disconnected services. Identify service lines and capping locations on Project Record Documents. PART 2 - PRODUCTS (Not used) PART 3 - EXECUTION 3.1 SITE CLEARING A. Remove trees, shrubs, grass, and other vegetation, improvements, or obstructions as required to permit installation of new construction. 1. Remove similar items elsewhere on site or premises as specifically indicated. 2. Removal included digging out and off -site disposal of stumps and roots. B. Peat: Peat is defined as highly organic soils found in a surface sod layer to a maximum depth of 6 inches. C. Stripping of Sod: Strip surface sod layer from building footprints and from pavement areas where finish grades will be less than 3 feet above the existing ground surface. 1 Remove peat and organic silt. 2. Confirm with geotechnical engineering firm that all organic soils within building and pavement areas have been removed. 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. 02230 - 2 CNA Architecture - 1137 SITE CLEARING D. Where finish grades will be 3 feet or more above the existing grades, the sod may be left inplace. Cut grass as short as possible, and remove cuttings and debris from site. E. Topsoil: Topsoil is defined as friable clay loam surface soil found in a depth of not ess than 4 inches. Satisfactory topsoil is reasonably free of subsoil, clay lumps, stones, and other objects over 2 inches in diameter, and without weeds, roots, and other objectionable material. 1. Strip topsoil to whatever depths encountered in a manner to prevent intermingling with underlying subsoil or other objectionable material. a. Remove heavy growths of grass from areas before striping. F. Clearing and Grubbing: Clear site of trees, shrubs, and other vegetation. 1. Completely remove stumps, roots, and other debris protruding through ground surface. G. Removal of Improvements: Remove existing above -grade and below -grade mprovements as indicated and as necessary to facilitate new construction. `1. Removing abandoned underground piping or conduits interfering with construction is . included under this Section. 3.2 DISPOSAL OF WASTE MATERIALS A. The refuse resulting from the clearing operation shall be hauled to a waste site secured by the Contractor and shall be disposed of in such a manner as to meet all requirements of state, county, and municipal regulations regarding health, safety, and public welfare. B. Burning on Owner's property is not permitted. 07/07/00 END OF SECTION BUILDING PERMIT Fatigue Technology, Inc. CNA Architecture - 1137 SECTION 02300 — EARTHWORK PART 1 - GENERAL 02300 - 1 EARTHWORK 1.1 SUMMARY A. Section Includes: 1. Excavation and grading. 2. Excavated material to be stockpiled on site for later use, or as directed by Architect. 3. Subgrade preparation. 4. Backfilling for building support. 5. Backfilling of site utilities, trenches, and appurtenances. 6. Additional embankment to be placed on the site. B. Related Sections: 1. Section 02230 - Site Clearing. 2. Section 02318 - Elevator Jack Holes: Excavation to accommodate installation of hydraulic elevator plunger /cylinder unit, and provision of outer casing. 3. Section 02370 - Erosion and Sedimentation Control: Temporary controls required during construction. 4. Section 02900 - Planting: Including topsoil treatment. 1.2 DEFINITIONS A. Excavation: Consists of removal of material encountered to subgrade elevations indicated and subsequent disposal of materials removed. B. Structural Fill: Consists of fill placed beneath building, sidewalk, and paved areas, and utility trench backfill, and fill within 1 horizontal : 1 vertical plane extended down and out from perimeter of building and future expansion area. C. Bearing Soil: Consists of native, undisturbed granular soils which are compacted to at least 90 percent of ASTM D 1557 and are in a firm and nonyielding condition. D. Soils Report: See Document 00300 — Information Available to Bidders 1.3 SUBMITTALS A. Comply with requirements of Section 01330. B. Product Data: Each type of plastic warning tape; filter fabric. C. Require testing service to submit reports directly to Architect, with copy to Owner and Contractor. 1. Test reports on borrow material, subgrades at base of excavation, and all fill material. 2. Verification of each footing subgrade. 3. Field density test reports. 4. One optimum moisture - maximum density curve for each type of soil encountered. 5. Report of actual unconfined compressive strength, results of bearing tests of each strata tested. D. Ensure that reports certified and signed by Washington registered civil engineer. 1. Provide final report meeting requirements of Uniform Building Code (UBC), Appendix Chapter 70, Section 7015. 2. Include in final report a soils grading report as defined in referenced UBC Edition. 3. Submit final report following completion of fill. 1.4 QUALITY ASSURANCE 07/07/CO BUILDING PERMIT Fatigue Technology, Inc. CNA Architecture - 1137 A. Perform work in compliance with applicable requirements of WSDOT /APWA Standard Specifications for Road, Bridge and Municipal Construction, [AWPA Standard Specifications for Public Works Construction,] 1991 edition, and with applicable requirements of governing authorities having jurisdiction. B. Independent certified geotechnical civil engineering firm will perform soil testing and inspections for quality control. 1. Employment and payment for services of independent certified geotechnical civil engineering firm is specified in Section 01400. 2. Testing firm will be approved by code enforcement authorities and by Owner prior to commencing work. 3. Distribute copies of test results to Owner, Architect, and Geotechnical. 4. Maintain copy of test results for review in Project Field Office. 1.5 TESTING STANDARDS A. Compaction Density: ASTM D 1557. B. In -place Soil Density: 1. ASTM D 2922, nuclear densometer. 2. ASTM D 1556, sand cone. 3. ASTM D 2187, rubber balloon. C. Gradation Test: ASTM D 422. D. PRODUCTS 1.6 STRUCTURAL FILL A. Satisfactory onsite or imported soil materials free of clay, rock or gravel larger than 6 inches in any dimension, debris, waste, frozen materials, vegetation, and other deleterious matter and containing a maximum of 50 percent passing 75 pm (No. 200) sieve. B. Site soils containing less than 50 percent passing 75 pm (No. 200) sieve may be suitable for structural fill when approved by the soils engineer. C. Use of onsite soils will be allowable only if moisture content of soils is plus or minus 3 percent of optimum moisture content. D. Material placed against building or other retaining walls shall meet gradational requirements of Select Granular Fill, or as indicated on the plans. E. Extend structural fill laterally outside building limits on a 1H : 1V slope down and out from building and future expansion line to native soils. F. Protect completed fills from erosion, softening, saturation, and disturbance during wet conditions. Replace fills which are degraded to less than specified compaction. 1.7 ALL - WEATHER STRUCTURAL FILL A. All- weather fill shall be well graded sand or sand and gravel with less than five percent of the material passing the 75 pm (No. 200) sieve, based on the minus 3/4 -inch fraction. B. Fines shall be non - plastic. C. Fill material shall have a maximum particle size of 3 inches. D. An example of imported structural fill material that has been used successfully under wet weather conditions on other projects is summarized below in Table 1. The gradation of this material is defined as Select Granular Fill. E. Structural fill should extend laterally outside the building limits on a 1 H:1 V slope down ut to native soils. 07/07/00 02300 - 2 EARTHWORK BUILDING PERMIT co N ▪ W! w 0 LL Q , z • a H ILL z O `. r z W W 0 O an" D H W; 0 . z .) O CNA Architecture - 1137 F Fatigue Technology, Inc. 1.8 SELECT GRANULAR FILL TABLE 1 - SELECT GRANULAR FILL ISO Standard Sieve Size 75 mm (3 -inch) 31.5 mm (1 1/4 -inch) 4.75 mm (No. 4) 4.25 pm (No. 40) 75 pm (No. 200) 1.9 BEDDING MATERIAL A. Well graded within following limits: TABLE 2 - BEDDING MATERIAL ISO Standard Sieve Size 200 mm (8 -inch) 75 mm (3-inch) 12.5 mm (1/2 -inch) 2.00 mm (No. 10) 425 pm (No. 40) 150 pm (No. 100) 75 pm'(No.200) B. Material shall be non - frost susceptible. 1.10 SUBBASE MATERIAL A. B. C. 1.11 ACCESSORY MATERIALS A. Warning Tape: Acid- and alkali- resistant polyethylene film warning tape manufactured for marking and identifying underground utilities, 6 inches wide and 4 mils thick, continuously inscribed with a description of the utility. B. Tape Colors: Provide tape colors to utilities as follows: 1. Red: Electric. 2. Yellow: Gas, oil, steam, and dangerous materials. 07/07/00 Percent Passing by Div Weight 100 80 -100 20 -70 0 -25 0 -5* * Less than five percent passing based on the 3/4 -inch fraction. Percent Passing by Dry Weight 100 66 -100 32 -100 12 -50 2 -30 0 -14 0 -10 Contain no lumps, frozen material, organic matter, or other deleterious matter. Plasitcity Index: Not greater than six per ASTM D 424. Well graded within following limits: TABLE 3 - SUBBASE MATERIAL ISO Standard Percent Passing Sieve Size by Dry Weight 19.0 mm (3/4 -inch) 100 9.5 mm (3/8 -inch) 56 -100 2.00 mm (No. 10) 30 -64 425 pm (No. 40) 9 -34 75 pm (No. 200) 0 -6 02300 3 EARTHWORK BUILDING PERMIT Fatigue Technology, Inc. CNA Architecture -1137 07/07/00 3. Orange: Telephone and other communications. 4. Blue: Water systems. 5. Green: Sewer systems. PART 2 - EXECUTION 02300 - 4 EARTHWORK 2.1 EXCAVATION A. Explosives: Do not use explosives. B. Unclassified Excavation: Excavation is unclassified and includes excavation of subgrade to bearing soils regardless of character of materials and obstructions encountered. In pavement areas, excavate to provide at least 2 feet of structural fill below subgrade. C. Unauthorized Excavation: 1. Unauthorized excavation consists of removal of materials beyond indicated bearing soils or subgrade elevations or dimensions without specific direction of Owner's Representative. 2. Unauthorized excavating and subsequent remedial work shall be at Contractor's expense. a. Under footings, foundation bases. and retaining walls: Fill by extending indicated bottom elevation of footing or base to excavation bottom without altering required top elevation. b. Elsewhere: Backfill and compact as specified for authorized excavations of same classification unless otherwise directed by Owner. D. Authorized Excavation: 1. When excavation has reached required subgrade elevations, notify Owner. Roll subgrade and compact to at least 95 percent of ASTM D 1557. 2. If unsuitable bearing materials are encountered at required subgrade elevations, carry excavations deeper and replace excavated material as directed by Owner's. 3. When overexcavation to a designated bearing soil is required, the soils engineer or an approved representative shall be onsite to verify bearing soil. E. Stability of Excavations: 1. Slope sides of excavations to comply with local codes and ordinances having jurisdiction. 2. Shore and brace where sloping is not possible because of space restrictions or stability of material excavated. 3. Maintain sides and slopes of excavations in safe condition until completion of backfilling. F. Dewatering: Prevent surface water and subsurface or ground water from flowing into excavations and from flooding project site and surrounding area. 1. Do not allow water to accumulate in excavations. 2. Remove water to prevent softening of foundation bottoms, undercutting footings, and soil changes detrimental to stability of subgrades and foundations. 3. Provide and maintain pumps, well points, sumps, suction and discharge lines, and other dewaterng system components necessary to convey water away from excavations. 4. Establish and maintain temporary drainage ditches and other diversions outside excavation limits to convey rain water and water removed from excavations to collecting or run -off areas. Do not use trench excavations as temporary drainage ditches. G. Stockpile excavated materials that meet requirements of classified fill until required for backfill or fill. 1. Locate and retain soil materials away from edge of excavation. 2. Place, grade, and shape stockpiles for proper drainage. 3. Dispose of excess soil material and waste materials offsite in legal manner. 4. During seasons of inclement weather, Contractor may have to cover stockpiled soils with plastic. BUILDING PERMIT WWI Fatigue Technology, Inc. CNA Architecture - 1137 02300 - 5 EARTHWORK H. Excavating for Structures: 1. Conform to elevations and dimensions shown within tolerance of plus or minus 0.10 foot. 2. Extend excavations sufficient distance from footings and foundations to permit placing and removing concrete formwork, installing services, and inspecting. 3. Take care not to disturb bottom of excavation. 4. Excavate by hand, or with machines equipped with toothless buckets, to final grade just before concrete reinforcement is placed. 5. Trim bottoms to required lines and grades to leave solid base to receive other work. I. Excavation for Elevator Jack: Refer to Section 02318. 2.2 COMPACTING A. Control soil compaction during construction providing minimum percentage of density specified for each area classification indicated below. B. Compact soil to not less than following percentages of Modified Proctor maximum dry density for soils which exhibit well defined moisture density relationship (cohesive soils) determined in accordance with ASTM D 1557: 1. Structural Fill Below On -grade Slabs or Footings: 95 percent. 2. Material Below Parking Areas: 95 percent. 3. Fill More Than 3 Feet Below Building Pad Subgrade or More Than 2 Feet Deep Below Final Pavement Subgrade Elevation: 95 percent. C. Where subgrade or layer of soil material must be moisture conditioned before compacting, uniformly apply water to surface of subgrade or layer of soil material to prevent free water appearing on surface during or subsequent to compacting operations. Mix added water into soils by either discing, tilling, or other acceptable means. D. Remove and replace, or scarify and air dry, soil material that is too wet to permit compaction to specified density. E. Soil material that has been removed because it is too wet to permit compaction may be stockpiled or spread and allowed to dry. Assist drying by discing, harrowing, or pulverizing until moisture content is reduced to satisfactory value. 2.3 BACKFILLING AND FILLING A. Place acceptable soil material in layers to required subgrade elevations, for each classification, listed below: 1. Backfill below 2 feet below final grade with structural fill material. 2. Use imported structural fill material under building slabs and footings. 3. Use clean granular fill behind walls. B. Backfill excavations as promptly as work permits, but not before completion of following: 1. Acceptance of construction below finish grade, including perimeter insulation. 2. Removal of concrete formwork. 3. Removal of shoring and bracing, and backfilling of voids with satisfactory materials. 4. Removal of trash and debris. 5. Placement of permanent or temporary horizontal bracing on horizontally supported walls. C. Utility Trench Backfill: 1. Place and compact bedding course on rock and other unyielding bearing surfaces and to fill unauthorized excavations. Shape bedding course to provide continuous support for bells, joints, and barrels of pipes and for joints, fittings, and bodies of conduit. 2. Concrete backfill trenches that carry below or pass under footings and that are excavated with 18 inches of footings. Place concrete to level of bottom of footings. 3. Provide 4 -inch thick concrete base slab support for piping or conduit less than 30 inches below surface of roadways. After installation and testing, encase piping and conduit in a minimum of 4 inches of concrete before backfilling or placing roadway subbase. 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. CNA Architecture - 1137 02300 - 6 EARTHWORK 4. Coordinate backfilling with utilities testing. 5. Fill voids with approved backfill materials as shoring and bracing and sheeting are removed. 6. Place and compact final backfill of satisfactory soil material to final subgrade. 7. Install warning tape directly above utilities, 12 inches below finished grade, except 6 inches below subgrade under pavements and slabs. ILI D. Remove vegetation, debris, unsatisfactory soil materials, obstructions, and deleterious materials from ground surface prior to placement of fills. o p y specified w o E. When existing ground surface has a density less than that s ecified under COMPACTING for N w particular area classification, break up ground surface, pulverize, moisture condition to optimum moisture content, and compact to required depth and percentage of maximum O density. w F. Place backfill and fill materials in layers not more than 8 inches loose depth for material compacted by heavy compaction equipment, and not more than 4 inches loose depth for u. material compacted by hand operated tampers. N a 1. Before compaction, moisten or aerate each layer as necessary to provide optimum w moisture content. Z 2. Compact each layer to required percentage of maximum dry density or relative dry O density for each area classification. w 3 Place backfill and fill materials evenly adjacent to structures, piping, and conduit to 2 required elevations. Take care to prevent wedging action of backfill against structures U 0 by carrying material uniformly around structure to approximately same elevation in each 0 — lift. 0 ~ w La 2.4 GRADING A. Uniformly grade areas within limits of grading under this Section, including adjacent transition z areas. v co 1. Smooth finished surface within specified tolerances. f= O 2. Compact with uniform levels or slopes between points where elevations are indicated, or between such points and existing grades. B. Grade areas adjacent to building lines to drain away from structures and to prevent ponding. C. Finish surfaces free from irregular surface changes. 1. Paved Areas: Finish areas to receive asphalt concrete paving to within not more than 0.10 foot above or below required elevations, allowing for leveling course and pavement. 2. Fill Under Building Slabs: Grade smooth and even, free of voids, compacted as specified, and to required elevation. Provide final grades within tolerance of 1/2 inch when tested with 10 -foot straightedge. D. After grading, compact subgrade surfaces to the depth and indicated percentage of maximum or relative density for each area classification. 2.5 FIELD QUALITY CONTROL A. Quality Control Testing During Construction: Allow testing service to inspect and approve subgrades and fill layers before further construction work is performed. B. Perform field density tests in accordance with ASTM D 1556 or ASTM D 2167 or ASTM D 2922 as applicable. C. For each strata of soil on which footings will be placed, conduct at least one test to verify required design bearing capacities. D. Make at least one field density test of native soil subgrade for every 1,000 square feet of subgrade, but in no case less than three tests, prior to filling. 07/07/00 BUILDING PERMIT J Fatigue Technology, Inc. CNA Architecture - 1137 02300 - 7 EARTHWORK E. During utility trench backfilling, perform minimum of one test every 100 feet for each 8 -inch lift. F. In each compacted fill layer, make at least one field density test for every 93 square metres 1,000 square feet of overlaying building slab or paved area, but in no case less than three tests. G. If in opinion of Architect, based on testing service reports and inspection, placed subgrade or fills are below specified density, provide additional compaction and testing at no additional cost. H. Test results shall be submitted daily. Include test locations and elevations accurate within 1 foot vertically and 5 feet horizontally. 2.6 PROTECTION AND MAINTENANCE A. Protect newly graded areas from traffic and erosion. Keep free of trash and debris. B. Repair and reestablish grades in settled, eroded, and rutted areas to specified tolerances. C. Where completed compacted areas are disturbed by subsequent construction operations or adverse weather, scarify surface, reshape, and compact to required density. Where settling is measurable or observable at excavated areas during general project warranty period: 1. Remove surface (concrete pavement or other finish, add backfill material, compact, and replace surface treatment. Restore appearance, quality, and condition of surface or finish to match adjacent work, and eliminate evidence of restoration to greatest extent possible. 07/07/00 DISPOSAL OF EXCESS AND WASTE MATERIALS Remove waste materials, including unacceptable and excess excavated material, trash, and debris from Owner's property. Dispose of materials in a lawful manner. END OF SECTION BUILDING PERMIT Fatigue Technology, Inc. 02318 -1 CNA Architecture -1137 ELEVATOR JACK HOLES SECTION 02318 - ELEVATOR JACK HOLES PART 1 - GENERAL 1.1 SECTION INCLUDES A. Excavation to accommodate installation of hydraulic elevator plunger /cylinder unit. B. Provision of initial steel well casing. 1.2 QUALITY ASSURANCE A. Codes and Standards: Perform excavation work in compliance with applicable requirements of authorities having jurisdiction. B. Excavator Qualifications: Excavating /drilling firm regularly engaged in work of the type and extent required in this Section and which has completed similar excavations which have resulted in elevator installations with a record of successful in- service performance. PART 2 - PRODUCTS 2.1 COMPONENTS Casing: Steel tube or well casing, one -piece without joints, diameter and length as designated by elevator manufacturer. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify exact location for elevator jack. B. Verify diameter and length required for elevator plunger /cylinder assembly. 3.2 EXCAVATION A. Drill excavation in elevator pit to accommodate installation of plunger /cylinder unit. B. Drill excavation plumb for accurate alignment of elevator equipment. C. Coordinate excavation work with scheduled elevator installation and with work of other trades for proper time and sequence to avoid construction delays. D. Install well casing with waterproof seals at pit floor and with waterproof, high - pressure seal at bottom of casing. Seals in either location may be omitted upon written certification by elevator manufacturer that seals are unnecessary for successful installation. E. Maintain interior of casing in clean condition, free of dirt and debris, ready to receive elevator plunger /cylinder assembly. 3.3 COMPACTING A. Control soil compaction during construction, maintaining minimum percentage of density specified in Section 02315 for fill below on -grade slabs area classification. 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. CNA Architecture -1137 DISPOSAL OF EXCESS AND WASTE MATERIALS A. Remove waste materials from site. B. Dispose of materials in a lawful manner. 07/07/00 . Where completed compacted area around casing is disturbed by excavation operations or adverse weather, scarify surface, reshape, and compact to required density: END OF SECTION fl 02318 - ELEVATOR JACK HOLES BUILDING PERMIT Fatigue Technology, Inc. CNA Architecture -1137 SECTION 02370 - EROSION AND SEDIMENTATION CONTROL PART 1 - GENERAL 1.1 SUMMARY 1.2 . REFERENCES PART 2- PRODUCTS 2.1 MATERIALS A. Filter Fabric: Tes Requirement* Grab Strength (ASTM D- 4632) 90 lbs min. Puncture Strength (ASTM D -4833) 40 lbs min. Burst Strength (ASTM D -3787) 150 psi min. Trapezoidal Tear (ASTM D -4535) 30 lbs min. AOS (ASTM D -4751) < 0.12 mm Permeability > 0.1 cm /sec Porosity > 30% * All values represent minimum average roll values 07/07/00 02370 -1 EROSION AND SEDIMENTATION CONTROL A. Section Includes: 1. Construct and maintain temporary sedimentation and erosion control facilities. 2. Temporary Erosion Control: a. Erosion control measures include temporary silt fences, siltation ponds, straw bales with filter fabric for catch basins, and temporary stockpile for sedimentation pond. b. Contractor is responsible, within his lump sum bid, to maintain erosion protection and provide all additional erosion control protection required to protect adjacent streams, and adjacent property. c. Contractor shall remove all temporary erosion protection after completion and erosion danger is past. 3. Contractor shall familiarize himself with contents of the soils report prior to commencing the site grading operation. a. This soils report indicates the types and locations of the site soils and recommendations for construction techniques which have been incorporated into these specifications. Any significant deviation in soil conditions from those described in the referenced soil report identified by the Contractor during the course of the Work shall be reported to the Architect immediately. A. Standard Specifications shall mean the latest edition of Standard Specifications for Road, Bridge, and Municipal Construction, as jointly prepared by the Washington State Department of Transportation (WSDOT) and the American Public Works Association, Washington State Chapter (APWA), except Measurement and Payment do not apply. B. Geotextile: ASTM D 4632, high strength, woven or nonwoven (nonwoven required for drainage applications) material and UV stabilized so that shipping, handling, storage, and construction procedures will result in UV degradation of less than 10 percent of the grab tensile strength. C. Quarry spells in accordance with Section 9 -13.6 WSDOT /APWA Standard Specifications. BUILDING PERMIT 9 W' Ca $ '° ID uJ W O. = H W 2 of V OI 'O N !o F. 'W W! IL Pi !Iv o( o( O ' Fatigue Technology, Inc. CNA Architecture -1137 PART 3 - EXECUTION 3.1 PREPARATION 3.2 PROTECTION 3.3 DISPOSAL 07/07/00 D. Siltation fence. END OF SECTION 02370 - 2 EROSION AND SEDIMENTATION CONTROL A. Temporary erosion and sedimentation control measures shall be installed prior to any clearing, grubbing, general site grading, or other construction. Measures shall be installed in accordance with the Temporary Erosion and Sedimentation Control Plan as approved by the City of Tukwila. A. Exercise extreme care to prevent damage to adjacent facilities to remain. B. Contractor shall prevent the destruction of survey monuments, bench marks, property corners and other survey points. 1. Where the removal of such points is necessary for the accomplishment of the Work, the Contractor shall inform the Architect in writing prior to the disturbance of any point, and shall not disturb the point until written permission to do so has been issued by the Architect. Points where removal is allowed shall be permanently referenced prior to their disturbance. 3. Clear notes and sketches of reference points shall be furnished to the Architect, affected property owners, government bodies or utility companies. 4. Contractor shall be responsible for replacing survey monuments disturbed or destroyed by him. 5. Work is to be performed by a surveyor registered in the State of. Washington. C. Do not disturb existing utilities shown on drawings, except where relocation of existing utilities may be required. A. The Contractor shall meet all requirements of state and county regulations regarding disposal of demolition debris off-site. B. Remove, stockpile and /or dispose of all material on -site as shown on the Drawings. Obtain approval of the Architect for on -site stockpile location. BUILDING PERMIT v $' c w N w O; u. Q+ co 3 z 1- 0 z r` O N1 0 H Wwt: • u. � W z V N� 0 , z WINg PART 2 - PRODUCTS 2.1 PIPE AND FITTINGS PART 3 - EXECUTION 3.1 INSTALLATION 07/07/00 Fatigue Technology, Inc. 02510 -1 CNA Architecture -1137 WATER DISTRIBUTION SECTION 02510 - WATER DISTRIBUTION PART 1 - GENERAL 1.1 DESCRIPTION A. The work includes installation of water lines, water meters, vaults, valves and appurtenances. 1.2 STANDARD SPECIFICATIONS A. All work shall conform with the latest edition of Standard Specifications and Standard Plans for Road, Bridge and Municipal Construction, as published by the Washington State Department of Transportation; and latest edition of Standard Specifications and Details for Public Works Construction, as published by the City of Tukwila, unless otherwise indicated herein. B. The Contractor shall have one copy of the Standard Specifications and Standard Plans at the job site. C. The Standard Specifications apply only to performance and materials and how they are to be incorporated into the work. The legal /contractual relationship sections, and the measurement and payment sections do not apply to this document. A. Pipe and fittings shall conform to the WSDOT Standard Specifications Section 7 -11.2 for water mains, Section 7 -15.2 for service connections. 2.2 VALVES A. Valves shall be gate valves conforming to Section 7 -12.2 of the WSDOT Standard Specifications. Valve boxes shall be installed on all valves. 2.3 FIRE HYDRANTS A. Fire hydrants shall conform to Section 7 -14.2 of the WSDOT Standard Specifications. 2.4 CONCRETE A. Unreinforced concrete shall be commercial class conforming to Section 6- 02.3(2)B of the WSDOT Standard Specifications. A. Trenches shall be excavated and backfilled, and the pipe shall be bedded in conformance with Section 7 -10.3 of the WSDOT Standard Specifications. B. Pipes and valves shall be installed in conformance with Section 7 -11.3 and 7 -12.3 of the WSDOT Standard Specifications. BUILDING PERMIT Fatigue Technology, Inc. 02510 - 2 CNA Architecture - 1137 WATER DISTRIBUTION 07/07/00 C. Service connections shall be installed in conformance. with Standard Specifications. D. Fire hydrants shall be installed in conformance with Section Specifications. END OF SECTION Section 7 -15.3 of the WSDOT 7 -14.3 of the WSDOT Standard BUILDING PERMIT Fatigue Technology, Inc. 02830 - CNA Architecture -1137 STORM DRAINAGE SECTION 02830 - STORM DRAINAGE PART 1 - GENERAL 1.1 DESCRIPTION A. The work includes constructing drainage pipe and drainage structures. 1.2 STANDARD SPECIFICATIONS PART 2 - PRODUCTS 2.1 PIPE 07/07/00 A. All work shall conform with the latest edition of Standard Specifications and Standard Plans for Road, Bridge and Municipal Construction, as published by the Washington State Department of Transportation; and latest edition of Standard Specifications and Details for Public Works Construction, as published by the City of Tukwila, unless otherwise indicated herein. B. The Contractor shall have one copy of the Standard Specifications and Standard Plans at the job site. C. The Standard Specifications apply only to performance and materials and how they are to be incorporated into the work. The legal/contractual relationship sections, and the measurement and payment sections do not apply to this document. A. Drainage pipe 12 inches and larger shall conform to Section 7 -04.2 of the WSDOT Standard Specifications. CPEP (lined corrugated polyethylene pipe) shall be provided with a smooth interior wall and shall conform to AASHTO M 294 -S. Couplings shall be gasketed to provide a watertight connection. B. Drainage pipe 8 inches and smaller shall have flexible, gasketed, push -on joints and be PVC (polyvinyl chloride) SDR 35 conforming to ASTM D3034. Fittings shall be factory molded of PVC. All pipes and fittings shall be legibly and permanently marked with type and class. 2.2 CATCH BASINS AND MANHOLES A. Catch basins and manholes shall be precast concrete structures conforming to Section 7 -05.2 of the WSDOT Standard Specifications. Metal castings shall conform with the requirements of Section 9 -05.15 of the WSDOT Standard Specifications. 2.3 FILTER FABRIC A. Filter fabric shall be Mirafi 100X, Typar 3201, Typar 3301 or an approved equal. PART 3 - EXECUTION 3.1 PIPE A. Pipe shall be installed in conformance with Section 7 -04.3 of the WSDOT Standard Specifications. B. The pipe shall be bedded to 6 inches above the pipe with gravel backfill for pipe bedding. BUILDING PERMIT I I co w 9 N LL w 0 , J u. N �4 ui t- ' LU n 0; O N} ;0 r- W W` • Z' 0 !■ 0 . Fatigue Technology, Inc. 02630 - 2 CNA Architecture -1137 STORM DRAINAGE 07/07/00 C. Backfill shall be compacted to 95% of the maximum dry density as determined in accordance with ASTM D -1557. 3.2 STRUCTURES A. Structures shall be installed in conformance with Section 7 -05.3 of the WSDOT Standard Specifications. 3.3 TRENCH DRAIN A. Trench drain shall be installed per the manufacturer's recommendations and the contract plans. DETENTION PIPE Detention pipe shall be installed in conformance to contract plans. The pipe shall be bedded in pea gravel ( WSDOT 9- 03.15) and control density fill. C. The mix design to be approved by the Engineer. END OF SECTION BUILDING PERMIT ........... ..�.�.LL..:1:_...�.....,..... ...�1� -:_ ... u.. ..._........u..a...uu.'.:,t:�i• ., 1. <,.J.if. >:i1n..+.....is.......: ... . a;...., ui.. ... h.. ., , m..... e::.. f. ...i.:ti.i+,a1u;:Y�ss:1�.;u:1,: Fatigue Technology, Inc. 02740 - 7 CNA Architecture -1137 HOT -MIX ASPHALT PAVING SECTION 02740 — HOT -MIX ASPHALT PAVING PART 1 GENERAL 1.1 DESCRIPTION 1.2 STANDARD SPECIFICATIONS 07/07/07 A. The work includes constructing asphalt concrete pavement for the roadways and parking areas as indicated on the drawings. A. All work shall conform with the latest edition of Standard Specifications and Standard Plans for Road, Bridge and Municipal Construction, as published by the Washington State Department of Transportation, unless otherwise indicated herein. B. The Contractor shall have one copy of the Standard Specifications and Standard Plans at the job site. C. The Standard Specifications apply only to performance and materials and how they are to be incorporated into the work. The legal /contractual relationship sections, and the measurement and payment sections do not apply to this document. PART 2 — PRODUCTS 2.1 ASPHALT CONCRETE A. Asphalt concrete shall be Class B with aggregate conforming to Section 9 -03.8 and asphalt AR -4000W conforming to Section 9- 02.1(4) of the WSDOT Standard Specifications. Asphalt percentage of the total mixture shall be 5.0 to 7.5 percent. 2.2 TACK COAT A. Tack coat shall be emulsified asphalt Grade CSS -1 or CSS -1h. The emulsified asphalt may be diluted with water at a maximum ratio of 1:1. PART 3 — EXECUTION 3.1 CONSTRUCTION A. Asphalt concrete pavement shall be constructed in conformance with Section 5 -04.3 of the WSDOT Standard Specifications, except as identified herein. B. Prime coat is not required and tack coat is required as specified therein. 3.2 PLACEMENT A. Asphalt concrete pavement 3 inches or thicker shall be placed in multiple layers. Each layer shall not exceed 2 inches in thickness. B. Asphalt concrete pavement less than 3 inches thick may be placed in one layer. C. The Contractor shall pave the entire parking and road areas, including the spaces identified for curbed islands. BUILDING PERMIT Fatigue Technology, Inc. 02740 - 2 CNA Architecture - 1137: HOT -MIX ASPHALT PAVING 3.3 ADJUSTING 07/07/07 A. Following the completion of paving and placement of extruded curbs, the Contractor shall . remove asphalt concrete inside the curbed islands as indicated on the drawings. END OF SECTION BUILDING PERMIT SECTION 02751 - CEMENT CONCRETE PAVING PART 1 - GENERAL 1.1 SUMMARY 1.2 STANDARD SPECIFICATIONS PART 2 — PRODUCTS 2.1 CONCRETE PART 3 — EXECUTION 3.1 CONCRETE CURB AND GUTTER 07/07/00 Fatigue Technology, Inc. 02751 -1 CNA Architecture - 1137 CEMENT CONCRETE PAVING A. Section Includes: Exterior cement concrete pavement for the following: 1. Driveways and roadways. 2. Parking lots. 3. Curbs and gutters. 4. Walkways. A. All work shall conform with the latest edition of Standard Specifications and Standard Plans for Road, Bridge and Municipal Construction, as published by the Washington State Department of Transportation; and latest edition of Standard Specifications and Details for Public Works Construction, as published by the City of Tukwila, unless otherwise indicated herein. B. The Contractor shall have one copy of the Standard Specifications and Standard Plans at the job site. C. The Standard Specifications apply only to performance and materials and how they are to be incorporated into the work. The legal /contractual relationship sections, and the measurement and payment sections do not apply to this document. A. Cast -in -place cement concrete curbs, curb and gutter, and sidewalks shall be constructed with air - entrained concrete Class 3000 conforming to the requirements of Section 6-02 of the WSDOT Standard Specifications. Entrained air content shall be 5 percent ±1 1/2%. 2.2 ADHESIVE A. Adhesive used to bond the extruded curb to the pavement shall be Concresive 1064 -A Epoxy, as manufactured by Adhesive Engineering Corp., or an approved equal. A. Concrete curb and gutter shall be constructed in conformance with Section 8- 04.3(1) of the WSDOT Standard Specifications, except as identified herein. B. Place joints at intervals which match the existing, but not greater than 15 feet; and extend joints completely through the curb and gutter section. C. Place an expansion joint at all curb return points. BUILDING PERMIT Fatigue Technology, Inb. CNA Architecture -1137 3.2 CONCRETE SIDEWALK 07/07/00 02751- 2 CEMENT CONCRETE PAVING A. Cement concrete sidewalk shall be constructed in conformance with Section 8 -14.3 of the WSDOT Standard Specifications. END OF SECTION BUILDING PERMIT _.J Fatigue Technology, Inc. 02765 -1 CNA Architecture —1137 PAVEMENT MARKINGS SECTION 02765 - PAVEMENT MARKINGS PART 1- GENERAL 1.1 SECTION INCLUDES A. Paint pavement traffic and lane markings as indicated for exterior driving aisles and parking stalls: 1. Lane separations. 2. Defined parking spaces. 3. Crosswalks. 4. Direction arrows. 5. Lettering and graphic symbols. B. Paint curbs and safety zone striping as indicated. Paint international handicapped symbol in each parking space designated for handicapped parking. 1.2 SUBMITTALS A. Comply with requirements of Section 01330. B. Product Data: Manufacturer's current technical specifications and installation instructions. C. Material certificates, signed by material supplier and Contractor, certifying that each material item complies with or exceeds specified reference standards. Shop Drawings: Pavement marking plan indicating lane separations, traffic arrows, and defined parking spaces. Note dedicated handicapped spaces with international graphic symbols. PART 2 - PRODUCTS 2.1 MATERIALS A. Pavement Paint: Factory mixed, nonbleeding, instant -dry cold applied: 1. AASHTO M248, Type N, alkyd resin/chlorinated rubber base. 2. Option: Type F, quick drying, no -heat pavement marking material approved and listed by Washington State Department of Transportation (WSDOT). 3. Colors: As scheduled at end of this Section. PART 3 - EXECUTION 3.1 PREPARATION A. Allow pavement to cure for time period recommended by paint manufacturer. B. Sweep and clean surface to eliminate loose material and dust. C. Verify layout and placement plan with Architect before applying traffic and lane marking paint. 3.2 APPLICATION A. Apply paint with mechanical equipment to produce uniform straight edges. 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. 02765 - 2 CNA Architecture —1137 PAVEMENT MARKINGS B. Apply 4 inches wide lane marking stripes unless otherwise indicated. C. Apply at paint manufacturers recommended rates to provide minimum dry film thickness of 0.30 mm (12 mils/15 mils wet). When applying two coats of paint for a marking, reverse direction of application for second coat. E. Drop on beads at 6 to 8 pounds per gallon dispensed with pressurized bead gun system. 3.3 SCHEDULE A. White — Color HW8W1: Lane markings; arrows; graphic symbol for handicapped access; typical except where otherwise indicated. Yellow - Color HW8Y2: Diagonal safety zone striping. C. Blue: Field in symbol of accessibility. Red: Curbs where parking is prohibited. END OF SECTION 07/07/00 BUILDING PERMIT -J Fatigue Technology, Inc. 02810 -1 CNA Architecture - 1137 IRRIGATION SYSTEM SECTION 02810 - IRRIGATION SYSTEM PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Valves, piping, sprinklers, specialties, accessories, controls, and wiring for lawn and shrubbery irrigation systems. B. Related Sections: 1. Section 02510 - Water Distribution: Water supply. 2. Division 16 sections: Electrical power materials and installation. 1.2 DEFINITIONS 07/07/00 A. Piping Sizes Used in This Section: 1. Pipe sizes are nominal pipe size (NPS) in inches. Equivalent SI (metric) sizes are indicated in millimeters (mm) in parentheses. 2. Tube sizes are Standard size in inches. Equivalent SI (metric) sizes are indicated in millimeters (mm) in parentheses. Supply Piping: Piping from water source to connection to irrigation system pressure piping. 1. Piping is under same pressure as water supply. 2. Piping in this category is not included in this Section. C. Pressure Piping: Piping downstrean from supply piping to and including control valves. 1. Piping is under irrigation system pressure. 2. Piping in this category includes pressure regulators, water meters, and backflow preventers, when used. D. Circuit Piping: Piping downstream from control valves to irrigation system sprinklers, emitters, devices, and drain valves. Piping is under pressure (less than pressure piping) during flow. E. Control Valve: Manual or automatic (electrically operated) valve for control of water flow to irrigation system zone. F. Drain Piping: Downstream from circuit piping drain valves. Piping is not under pressure. G. Drain Valve: Manual or automatic (pressure operated) drain valve for draining of irrigation system circuit piping. 1.3 SYSTEM PERFORMANCE REQUIREMENTS A. Location of Sprinklers and Devices: Make minor adjustments necessary to avoid plantings and obstructions such as signs and light standards. B. Minimum Water Coverage: 1. Turf Areas: 100 percent. [95 percent.] 2. Other Planting Areas: 100 percent. [85 percent.] C. Components and Installation: Capable of producing piping systems with the following minimum working pressure ratings except where indicated otherwise: 1. Pressure Piping: 150 psi (1035 kPa). Fatigue Technology, Inc. 02810.2 CNA Architecture -1137 IRRIGATION SYSTEM 2. Circuit Piping: 100 psi (690 kPa). 1.4 SUBMITTALS A. Comply with requirements of Section 01330. B. Product Data: Submit manufacturer's technical data and installation instructions. C. Wiring diagrams for electrical controllers, valves, and devices. D Shop Drawings: Show system layout. E. Maintenance data for inclusion in Operating and Maintenance Manual specified in Section 01770, Closeout Procedures, for the following: Backflow preventer. Pressure regulators. Automatic control valves. Sprinklers. Controller. 1.5 EXTRA MATERIALS A. Deliver to project as extra, maintenance materials at least 2 percent of each type of sprinkler head. Package and identify each type with appropriate labels. 07/07/00 PART 2 PRODUCTS 2.1 MANUFACTURERS A. Subject to compliance with requirements, provide products of the following: Rain Bird Sprinkler Mfg. Corporation B. Substitutions will not be accepted. 2.2 MATERIALS A. Pressure Pipe: 1. Copper Tube: ASTM B 88, Types L and M (ASTM B 88M, Types B and C), water tube, annealed and drawn tempers, with plain ends. 2. Polyvinyl Chloride (PVC) Plastic Pipe: ASTM D 1785, PVC 1120, Schedule 80, 250 psig (1725 kPA) minimum pressure rating for 8 -inch (200 mm) and smaller sizes, with plain and threaded ends. 3. Polyvinyl Chloride (PVC) Plastic Pipe: ASTM D 2241, PVC 1120, SDR 17, 250 psig (1725 kPA) minimum pressure rating, with plain ends. B. Circuit Pipe: 1. Polyvinyl Chloride (PVC) Plastic Pipe: ASTM D 1785, PVC 1120, Schedule 40, 160 psig (1100 kPA) minimum pressure rating for 8 -inch (200 mm) and smaller sizes, with plain ends. 2. Polyvinyl Chloride (PVC) Plastic Pipe: ASTM D 2241, PVC 1120, SDR 21, 200 psig (1380 kPA) minimum pressure rating, with plain ends. Fatigue Technology, Inc. 02810 - 3 CNA Architecture -1137 IRRIGATION SYSTEM 07/07/00 3. Polyvinyl Chloride (PVC) Plastic Pipe: ASTM D 2241, PVC 1120, SDR 26, 160 psig (1100 kPA) minimum pressure rating, with plain ends. C. Pipe and Tube Fittings: 1. Copper Tube Fittings: ASME B16.22, wrought copper or cast brass, solder joint, pressure type. 2. Copper Unions: ASME B16.18, cast copper alloy body, hexagonal stock, with ball -and- socket joint, metal -to -metal seating surfaces, and solder joint, threaded or solder joint, and ASME B1.20.1 threaded ends. 3. Cast Bronze Flanges: ASME B16.24, Class 150, raised ground face, bolt holes spot faced. 4. PVC Plastic Pipe Fittings: ASTM D 2464, Schedule 80, threaded. 5. PVC Plastic Pipe Fittings: ASTM D 2467, Schedule 80, socket type. 6. PVC Plastic Pipe Fittings: ASTM D 2466, Schedule 40, socket type. 7. Dielectric Fittings: Assembly or fitting with insulating material isolating joined dissimilar metals to prevent galvanic action and sop corrosion. a. Combination of copper alloy and ferrous metal. b. Threaded and solder -end types, matching piping system materials. D. Joining Materials: 1. Solvent Cement: ASTM F 656 primer and ASTM D 2564 solvent cement in color other than orange. 2. Solder: ASTM B 32, Alloys Sn95 and E. 3. Gaskets and Fasteners for Metal and Metal -to- Plastic Flanged Joints: ASME B16.21, nonmetallic, asbestos -free, flat, 1/8 inch (3 mm) thickness gaskets and ASME 818.2.1, carbon steel bolts, nuts, and washers. 4. Gaskets for Plastic Flanged Joints: Materials recommended by plastic pipe and fittings manufacturer. E. Valves: Manufacturer's standard, of type and size indicated, with cast bronze bodies, unless otherwise indicated. F. Automatic Drain Valves: Designed to open for drainage when line pressure drops below 3 psig (21 kPa). G. Backflow Preventer: Manufacturer's standard, to suit sprinkler system, maximum pressure Toss of 6 psig (41 kPa) through middle third of flow range. H. Sprinkler Heads: Manufacturer's standard unit designed to provide uniform coverage over entire area of spray shown on drawings at available water pressure: 1. Pop -up Spray: Fixed pattern, with screw -type flow adjustment and stainless steel. 2. Pop -up Rotary Spray: Gear drive, full - circle and adjustable - part- circle type. 3. Above - Ground Rotary Impact: Impact drive, full - circle and part- circle as indicated. I. Control Valve Boxes: Polyethylene (PE), acrylonitrile- butadiene - styrene (ABS), fiberglass, polymer concrete, or precast concrete box and cover; size as required for application. J. Service Boxes for Key- Operated Control Valves: Cast iron box with telescoping top section of length required for depth of bury of valve. 1. Include cover with lettering, WATER, and bottom section with base of size to fit over curb stop and barrel approximately 3 inches (75 mm) in diameter. 2. Include valve key, 36 inches (915 mm) long with tee handle and key end to fit valve. K. Drainage Backfill: Cleaned gravel or crushed stone, graded from 3 Inches (75 mm) maximum to 3/4 inch (19 mm) minimum. Fatigue Technology, Inc. 02810 - 4 CNA Architecture -1137 IRRIGATION SYSTEM PART 3 - EXECUTION 3.1 APPLICATION A. Trenching and Backfilling: Excavate straight and true with bottom uniformly sloped to low points. 1. Trench Depth: Excavate trenches to a depth of 3 inches (75 mm) below invert of pipe, unless otherwise indicated. 2. Minimum Cover: Provide 12 inches (300 mm) minimum cover over top of installed PVC piping. 3. Backfill: Backfill with clean material from excavation. a. Remove organic material and rocks and debris larger than 1 inch (25 mm) diameter. b. Place acceptable backfill material in 6 inch (150 mm) lifts, compacting each lift. 3.2 INSTALLATION 07/07/00 A. Unless otherwise indicated, comply with requirements of Uniform Plumbing Code. B. Connection to Main: Connect to building piping in location indicated. C. Maintain uninterrupted water service to building during normal working hours. Arrange for temporary water shut -off with Architect. D. Backflow Preventer: Provide union on downstream side. Install minimum 6 inches (mm) above highest ground level sprinkler head. E Circuit Valves: Install in valve box, arranged for easy adjustment and removal. 1. Provide union on downstream side. 2. : Piping: Lay pipe on solid subbase, uniformly sloped without humps or depressions. 3. For circuit piping, slope to drain valve at least 1/2 inch in 10 feet of run (1:240). F Drain Pockets: 1. Excavate to sizes indicated. 2. Backfill with acceptable drain material to 12 inches (300 mm) below grade. 3. Cover drain material with a sheet of No. 30 asphalt saturated felt. 4. Backfill remainder with excavated material. 5. Restore plantings disturbed by this work. G. Sprinkler Heads: Flush circuit lines with full head of water and install heads after hydrostatic test is completed. 1. Install lawn heads at manufacturer's recommended heights. 2. Install shrubbery heads at heights indicated. 3. Locate part circle heads to maintain a minimum distance of 4 inches (100 mm) from walls and 2 inches (50 mm) from other boundaries, unless otherwise indicated. H. Dielectric Protection: Use dielectric fittings at connection where pipes of dissimilar metal are joined. 3.3 FIELD QUALITY CONTROL A. Hydrostatic Test: 1. Test water piping and valves, before backfilling trenches, to a static pressure of not less than 50 psig (345 kPa) above the operating pressure without exceeding pressure rating of piping system materials. 2. Piping may be tested in sections to expedite work. co w;; � LL w 0, 2 g J. CO wa. =a I- w P Oi ' iO NE ;o Hi lu ii Z, DI 0 ; Fatigue Technology, Inc. 02810 - 5 CNA Architecture -1137 IRRIGATION SYSTEM 3. Remove and repair piping, connections, and valves which do not pass hydrostatic testing. B. Operational Testing: 1. Perform operational testing after hydrostatic testing is completed, backfill is in place, and sprinkler heads adjusted to final position. 2. Demonstrate that system meets coverage requirements based on operation of one circuit at a time. END OF SECTION Fatigue Technology, Inc. 02848 -1 CNA Architecture -1137 WHEEL STOPS SECTION 02848 - WHEEL STOPS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Furnishing precast concrete wheel stops. 2. Layout and installation. B. Related Sections: 1. Section 02745 - Asphalt Concrete Paving. 2. Section 02765 - Pavement Markings: Parking stall marking. 1.2 SUBMITTALS A. Comply with requirements of Section 01330. Certificates: Material certificates, signed by material producer and Contractor, certifying that each material item complies with or exceeds specified requirements. 1.3 QUALITY ASSURANCE A. Perform work in compliance with applicable requirements of 1994 Standard Specifications for Road, Bridge, and Municipal Construction as jointly prepared by WSDOT and APWA. PART 2- PRODUCTS 2.1 MATERIALS A. Wheel Stops: Precast, air entrained concrete, 2500 psi minimum compressive strength, approximately 6 inches high, 9 inches wide, and 84 inches long. 1. Provide chamfered corners and drainage slots on underside. 2. Provide holes, located at third- points of length, for anchoring to substrate. B. Dowels: Galvanized steel, diameter 3/4 -inch, minimum length 12 inches. PART 3 - EXECUTION 3.1 SURFACE PREPARATION A. Broom -clean the pavement surface areas to receive wheel stops, removing extraneous materials that might interfere with firm contact of units. B. Layout wheel stops for optimum performance. 3.2 INSTALLATION A. Securely attach each wheel stop into pavement with not less than two galvanized steel dowels embedded in precast unit with high- strength epoxy grout. Firmly bond each dowel to wheel stop and to pavement. 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. CNA Architecture -1137 B, Extend upper portion of dowel 5 inches into wheel stop and lower portion a minimum of 5 inches into pavement. END OF SECTION ..• 02848 - 2 WHEEL STOPS BUILDING PERMIT Fatigue Technology, Inc. 02871 -1 CNA Architecture -1137 BICYCLE RACKS SECTION 02871 - BICYCLE RACKS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Bicycle rack units. 2. Anchor bolts. 1.2 SUBMITTALS A. Comply with requirements of Section 01330. B. Product Data: Include installation instructions and maintenance data. PART 2 - PRODUCTS MANUFACTURED UNITS Factory assembled bicycle parking units. 1. Unit Capacity: 5 bicycles each unit, double -sided access; one units required. 2. Materials: a. Main Unit Frame: ASTM A 53, Grade A, Schedule 40 cold rolled steel pipe; 3 inches OD. 3. Configuration: Continuous loop; embedment mounting. 4. Height: 36 inches. 5. Width: 3 inches. 6. Length: 39 inches (nominal). Finish: Galvanized. C. Product: 2170 -5 -G; by Columbia Cascade, Portland, OR. Telephone 503- 223 -1157. PART 3 - EXECUTION 3.1 INSTALLATION A. Install in accordance with manufacturer's recommendations and instructions for embedded mounting. B. 07/07/00 Lay out units for specified access. 1. Allow 72 inches minimum clearance to curb or obstruction. 2. Allow 18 inches minimum clear between each end of frame and nearest obstruction. END OF SECTION BUILDING PERMIT Fatigue Technology, Inc. CNA Architecture -1137 SECTION 02873 — SEATING PART 1- GENERAL 1.1 SUMMARY A. Section Includes: 2. Inground tables with seats. 3. Wall mounted seats. 1.2 SYSTEM DESCRIPTION A. Inground tables: 1. Formed wire grid flat seats (without backs). 2. Formed wire grid table. B. Seating: 1. Fixed, wall supported seating modules. 2. Formed wire grid flat seats (without backs). 3. Rectangular units for straight run application. 02873 -1 SEATING 1.3 SUBMITTALS A. Comply with requirements of Section 01330. B. Product Data: Manufacturers current technical specifications and installation instructions. Shop Drawings: Prepare from Architect's drawings and from field measurements indicating layout of seating units, and table units. D. Samples for Verification Purposes: 1. Powder coating finishes for metal components. 3. Exposed fasteners. 1.4 QUALITY ASSURANCE A. Installer Qualifications: Engage a manufacturer - approved, locally based, experienced Installer who regularly installs seating similar in kind, quality, and extent to that indicated for Project. B. Single Source Responsibility: Obtain each type of site furnishing from a single supplier and by one manufacturer, including mounting accessories and other installation components. 1.5 DELIVERY, STORAGE, AND HANDLING A. Deliver site furnishing components in manufacturers unopened cartons clearly labeled with manufacturers name and contents. B. Store components in dry location protected from damage and soiling. C. Handle components in a manner to prevent damage. 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. CNA Architecture -1137 1.6 EXTRA MATERIALS C. Substitutions: Comply with requirements of Section 01630. 2.2 MANUFACTURED UNITS A. Seating: 1. Seat Construction: 11 gage perforated metal panel. 2. Tube Support Frame: 2 -inch diameter, 12 gage galvanized steel tubing 3. Assembly Hardware: Stainless steel nuts and bolts. 4: Seating Groups: Straight three -unit and seven -unit groups as indicated. 5. Product: Model 1149 five foot bench or equivalent. B. Seating and Tables: 1. Seat Construction: 11 gage perforated metal panel. 2. Support Frame: Square galvanized steel hollows steel sections 3. Assembly Hardware: Stainless steel nuts and bolts. 4. Seating Groups: Three -unit as indicated. 5. Product: Model 1060 (42 -inch square top) or equivalent. 2.3 FINISHES B. Metal Colors: 2. Seating and Table Perrorated Metal: MF Gray. 3. Seating Supports, Beam, and End Caps: MF Gray. 07/07/00 02873 - 2 SEATING A. Deliver extra materials to Owner. B. Furnish touch -up paint kits for repair of scratches and gouges in powder coating in matching custom color. Quantity, three kits. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Specified units are products of Wausau Tile Metal -Form Division, and are specified as the standard of quality and design intent. Telephone 800/446 -8020; fax 715/355 -4627; web site www.wausautile.com) B. Subject to compliance with requirements, comparable products by the following firms may be considered as acceptable substitutions: 1. Forms + Surfaces, Santa Barbara CA; telephone 805/969 -7721. 2. GameTime, Inc., Fort Payne AL; telephone 205/845 - 5610. A. Metal Finish System: 1. Pretreatment: Pure zinc coating / chromate conversion coating / clear organic coating. 2. Finish Coatings: Polyester powder coating. PART 3 - EXECUTION 3.1 INSTALLATION A. Comply with seating and table manufacturer's printed installation instructions applicable to products and application indicated. BUILDING PERMIT W.�,e.�a ++1ti. s41. �s.rx,.iwtS�,:,,..,ir;•a�,a �..'y :9a.0 .�•z�;�+r Fatigue Technology, Inc. CNA Architecture -1137 07/07/00 Locate seating and tables in locations indicated on approved shop drawings, with required clearances, elevations, and sight lines. Secure seating wall mount supports to structure at height to provide level seating at 17 inches above adjacent finished paving. ADJUSTING AND PROTECTION Examine site furnishing components immediately after erection, and repair damaged surfaces with touch -up kit coatings which match factory- applied finish. Provide protection elements as required to prevent damage to completed components during remainder of construction operations. END OF SECTION 02873 - 3 SEATING BUILDING PERMIT Fatigue Technology, Inc. CNA Architecture -1137 SECTION 02900 - PLANTING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Soil preparation, including spreading of topsoil and applying soil amendments and fertilizers. 2. Seeding and hydroseeding of lawns and grasses. 3. Planting of trees, shrubs and ground covers as indicated. 4. Mulching. B. Related Sections: 1. Section 02810 - Irrigation System. 1.2 SUBMITTALS A. Comply with requirements of Section 01330. B. Within 30 days after award of General Contract, submit documentation that specified plant materials have been ordered. C. List suppliers names, addresses, and phone number. D. List respective growing or storage locations with addresses. 1.3 QUALITY ASSURANCE A. Qualifications: Installer /supplier to be "specialist." 07/07/00 B. Soil: 1. Textural Classifications: United States Department of Agriculture (USDA). 2. Testing Procedures: Soil Survey Investigation, Report No. 1, Soil Survey Laboratory Methods and Procedures for Collecting Soil Samples, Soil Conservation Service, April 1972. C. Fertilizer: Conform to Washington State Department of Agriculture Laws and Federal Specification (FS) O -F -241 D pertaining to commercial fertilizers. D. Peat: Conform to FS Q- P -166E: Peat Moss, Peat Humus and Reed -Sedge Peat. 02900.1 PLANTING E. Seed: 1. Oregon State Department of Agriculture (OSDA) Laws. 2. U.S. Department of Agriculture (USDA) Federal Seed Act of August 9, 1939. Reprinted September 1975: 53 Stat 1275 Rules and Regulations. 3. American Joint Committee of Horticulture Nomenclature: Standard Plant Names, current edition. F. Plants: Conform to: 1. American National Standards Institute (ANSI): ANSI -Z 60.1.1980 American Standard for Nursery Stock. 2. American Joint Committee of Horticulture Nomenclature: Standard Plant Names, curent edition. Fatigue Technology, Inc. CNA Architecture -1137 1.4 JOB CONDITIONS 07/07/00 02900 - 2 PLANTING A. Underground Conditions: 1. Be cognizant of utility lines, subgrade drains and underground obstructions. 2. Be familiar with utility, irrigation, mechanical, and electrical plans so that digging /drilling operations do not damage lines. B. Buildings, equipment, underground utilities, irrigation equipment, paving, surfacing, stairs, and existing plantings, lawn, and other improvements to remain damaged as a result of Contractor's operations shall be repaired and replaced at the Contractor's expense. Repair immediately after damage has occurred. C. Barriers, Safety Guards, and Warning Lights: Provide for public protection, as required by the Oregon State Department of Labor and Industries. D. Do not perform seeding when ground is frozen, snow covered, muddy or in an unsatisfactory condition for seeding. Seeding operations may be conducted under unseasonable conditions, without additional compensation, and by accepting full responsibility for any subsequent, resulting losses. E. Plant during periods normal for optimum growth, as determined by season, weather conditions, and accepted practice. Planting operations may be conducted under unseasonable conditions, without additional compensation, and by accepting full responsibility for any subsequent, resulting losses. 1.5 SUBSTITUTIONS A. Make no materials substitutions without written approval of the Landscape Architect. B. Propose only at time of submitting documentation of ordered plant material. C. For each proposed substitution, provide written proof from at least five sources (major plant suppliers) that specified plant is not available. 1.6 WARRANTY A. Warrant for healthy, thriving conditions: 1. Trees and shrubs for one year 2. Grasses and ground covers until active, vigorous growth is evident. B. Remove and replace immediately during the Warranty period any dead, diseased, dying, broken or disappeared plant materials (due to any cause, except those noted below). Replace at no additional expense to Owner. Use specified plants, and plant as specified; guarantee until acceptable active, healthy growth evidences itself. C. During Warranty period, Contractor shall not be held responsible for replacing plants destroyed or damaged by vandalism, accidents caused by vehicles (other than Contractor's), or Acts of God provided that Contractor has exercised due care to protect the work. When required replacement time falls due during non - planting season, Contractor may request Owner's permission to defer planting until proper season. If granted, immediately remove dead plants, including roots, from site. Backfill pits properly with planting mix. Finish grade and leave in acceptable condition until proper planting season occurs. Replacement plants are required to be same as originally specified and planted as specified. :lnR' b14-4..l' _ .J Fatigue Technology, Inc. CNA Architecture -1137 1.7 MAINTENANCE A. Maintain planting areas in vigorous, thriving condition from time of planting and continuing for one year following final acceptance. PART 2 - PRODUCTS 2.1 SOILS 2.2 pH ADJUSTERS 07/07/00 02900 - 3 PLANTING Landscape Contractor shall submit separate bid for landscape maintenance for the period between Provisional Acceptance and end of Warranty period. A. Stockpiled Topsoil: Superficial organic soils, free from subsoils, capable of sustaining healthy plant growth, stockpiled on site for use in planting areas. B. Soils Tests: 1. Imported Topsoil: Prior to delivering any imported topsoil to the site, send a representative topsoil sample to an accredited soils testing laboratory to determine: a. Soil fertility, pH and soluble salts. b. Micronutrient analysis. c. Recommendations for fertilizers and soil amendments for the specified types of planting, lawn seeding and rough grass hydroseeding. 2. Subgrade soils and native topsoil: Obtain six representative samples of on -site soils and imported fill materials from locations approved by the Landscape Architect. Send samples to an accredited soils testing laboratory to determine: a. Soil fertility, pH and soluble salts. b. Micronutrient analysis. c. Recommendations for fertilizers and soil amendments for the specified types of planting, lawn seeding and rough grass hydroseeding. 3. Adjust the following specified application rates for fertilizer, pH adjusters, etc. in accordance with soil laboratory recommendations as approved by the Landscape Architect. A. Product: Agricultural grade finely ground limestone consisting of calcium magnesium carbonate. Minimum 75 percent passing 100 -mesh sieve, and 100 percent passing 20 -mesh sieve. B. Rate: Apply in lawn area, 100 lbs per 1,000 square feet. Adjust application rate in accordance with soil laboratory recommendations as approved by the Landscape Architect. 2.3 SOIL CONDITIONERS A. The following shall be uniformly broadcast over planting areas: AMOUNT PER 1000 SQUARE FEET 6 cubic yards 30 pounds 30 pounds 18 pounds 5 pounds 3 pounds Sawdust derived from fir, hemlock or cedar Calcium carbonate limestone (agricultural) Dolomite limestone (Kaiser AG- s54 or equal) Nitroform (38 -0 -0) Treble superphosphate (0 -45 -0) Ammonium nitrate Fatigue Technology, Inc. CNA Architecture - 1137 2.4 FERTILIZER 07/07/00 A. Irrigated Lawn Areas: Commercial, granular fertilizer: Formula 10-20-20. Apply at manufacturer's recommended rate. 2.5 SEED Planting Areas: Controlled release fertilizer: Formula 14 -14 -14 or approved equal; apply at manufacturer's recommended rate. C. Rough Grass Seeding Areas: Formula 10-20-20 incorporated in hydroseed mulch at manufacturer's recommended rate. 02900 - 4 PLANTING A. General: 1. Furnish seed in standard container on which shall be shown the following information: a. Seed name b. Lot number c. Net weight d. Percentages of purity, germination, weed seed and inert material. Seed which has become wet, moldy, or otherwise damaged in transit or storage will not be accepted. 3. Seed shall be minimum 98 percent pure and minimum 90 percent germination. 4. Seed shall be certified seed of the latest season's crop. B. Erosion Control Hydroseed Mix 1. "Barclay Lo Growth ". Seed mix by weight: Barclay Perennial Ryegrass 70% Pennlawn Red Creeping Fescue 20% Aurora Hard Fescue 10% 2.6 HYDROSEED MULCH A. Cellulose: 1. Wood pulp or similar organic material, evenly dispersed and suspended when agitated in water. 2. Weight: 10 inches x 18 inches x 35 inches shall have gross air dry weight of 50 lbs. B. Stabilizing Emulsion: Non -toxic to plants or animals, non - staining to concrete surfaces, miscible with all available water at time of mixing and application. C. Tackifier: J -TAC or approved equal. D. Dispersing agents may be added at Contractor's option, provided that the additive is not harmful to the mixture. E. Rate: 2,000 lbs / acre or per manufacturer's printed instructions. 2.7 PLANTS A. Condition: 1. Fresh, well - foliaged, in prime condition when in leaf, and exhibiting normal habit of growth. 2. Leaders and buds intact, free of disease, injury, insects, insect eggs, larvae, and indications of strawberry root weevil. Fatigue Technology, Inc. CNA Architecture -1137 2.8 SOD LAWN A. 3.1 GENERAL 3.2 SUBGRADE 3.3 TOPSOIL 07/07/00 3. Free of seeds, weed roots, and other such contaminants. PART 3 - EXECUTION 02900 - 5 PLANTING B. Plants are to be nursery grown unless otherwise indicated. C. Plants are required to be from stock acclimated to Project Site environmental conditions, having been consistently cultivated and grown under these conditions. No cold storage plants are permitted. D. Grafts of grafdted trees shall occur at ground level. E. Ball and burlapped (B &B) stock is required to have a natural ball sufficient to insure survival and healthy growth. F. Bare root (BR) materials are required to have sufficient root system insuring survival and healthy growth. G. Container grown plants are required to have sufficient growth to hold the earth intact when removed from containers but shall not be root bound. Sod to be Signature Rye as supplied by JB Turf Farms. Sod shall be premium quality, uniform green color, free of all weeds, pests, Poa annua and disease. Sod shall be a minimum of (12) months old, but not more than (30) months old, and shall be delivered to the project site within (24) hours of cutting. 2.9 TREE AND SHRUB MULCH A. Ground fir or hemlock bark of uniform color, free from weeds, seeds, sawdust, and splinters. No resins, tannin, wood fiber, salts or other compound detrimental to plant life permitted. B. Size Range: 1/2 inch. to I -1/4 inches, with maximum of 30 percent passing a l/2 inch screen. 2.10 STAKING /GUYING MATERIAL A. As noted on details. A. Verify installation conditions as satisfactory to receive work of this section and have been approved by Owner. Do not begin work until unsatisfactory conditions are corrected. A. Establish subgrade in all areas with on -site stockpiled and imported topsoil to finish grade elevation (plus /minus 0.1 feet), minimum 6 -inch depth in shrub planting areas and minimum 6- inch depth in lawn areas. Fatigue Technology, Inc. CNA Architecture -1137 D. 07/07/00 02900.6 PLANTING A. Irrigated Lawn and Shrub Planting Areas: 1. Till areas to a minimum depth of 12 inches by scarifying, disking, harrowing, or other approved methods. 2. Remove rocks, sticks, or debris greater than one inch in any dimension from the top 12 inches. 3. Place specified Soil Conditioners to irrigated lawn and shrub planting areas. Thoroughly incorporate to a depth of 8 inches by rototilling or other approved methods. 4. Apply fertilizer per Article 2.04 to irrigated lawn and shrub planting areas. Thoroughly incorporate to a depth of 2 inches. 3.4 FINISH GRADING A. Establish finish grades in accordance with elevations and contours shown on Drawings. B. Rake, float, drag, roll and perform necessary operations to remove surface irregularities and to provide a firm, smooth surface with positive drainage. Remove rocks, sticks and other debris 1 inches and larger. C. Install jute matting. Finish grades must be inspected and approved by Landscape Architect prior to installation of jute matting and planting or seeding. Finish grades, after installation of mulch, shall be flush with adjacent surfaces unless other wise specified or detailed. 3.6 HYDROSEEDING A. Mix continuously, agitate and circulate seed, mulch and emulsion to produce homogeneous slurry. Apply uniformly and continuously at specified rate. B. Take care to not disturb or damage trees and shrubs. Plants damaged by hydroseeding operations shall be replaced to specified condition by the Contractor at the Contractor's expense. C. Remove oversprayed slurry from adjacent walks, signage, trees, etc. 3.7 TREE AND SHRUB LAYOUT A. Stake tree locations, and position shrubs and groundcovers above ground for review by Landscape Architect. Make required field adjustments as directed without additional cost. B. Avoid obstructions such as irrigation equipment and the like. 3.8 TREE INSTALLATION A. Excavate pits 6 inches deeper and twice diameter of root ball. Distribute excavated soil over adjacent planting areas. Thoroughly scarify bottom of pits by shovel cutting to a depth of 12 inches. Shovel cut pit sides to help root penetration. B. Fill bottom 1/3 of each tree pit with water. On record drawings identify tree pits that fail to drain within 24 hours. Notify Landscape Architect for field review prior to planting. As directed by Fatigue Technology, Inc. CNA Architecture -1137 02900 - 7 PLANTING Owner, raise trees 1/3 depth of root ball or install tree pit drain per detail. Payment for tree pit drain shall be per lineal foot at the unit price bid. Failure to perform water - drainage testing as specified shall make the Contractor solely responsible for trees that die as a result of inadequate drainage. C. Backfill bottom of tree pit (minimum 6 inches) with planting mix to such an elevation that when tree is installed, it will be at proper finish grade. Compact backfill by hand methods and water to eliminate voids. 07/07/00 D. If water is encountered in tree pit excavation notify Landscape Architect per paragraph B, above. E. Place tree in upright position in center of pit; release root covering; spread roots. Place roots to have a natural spread and distribution. Prune roots of BR trees; remove dead or broken material and any roots too long to fit in the planting hole. Remove burlap, twine, wire baskets, etc. on B &B trees. Stake and guy as detailed. Thoroughly pack and puddle planting mix around roots. Take care not to injure root systems while back - filling and compacting. After water settles, fill again with planting mix and water. Then compact to a grade of not more than V2 inch higher than original ball. F. Fertilize trees at specified rate; apply uniformly around circumference of root spread under 2 inches planting mix cover. G. Waste excess soil in planting areas. 3.9 SHRUB, GROUND COVER AND VINE INSTALLATION A. After topsoil placement and approval of finish grade, excavate planting pockets where indicated and as directed. Make diameter twice root spread; depth required to insure 3 inches cushion of compacted planting mix below root ball. B. Set plants upright in center of hole flush with finish grade. 1. Release root covering; spread roots. Place roots for a natural spread and distribution. 2. Backfill with planting mix to finish grade. Work soil well around roots. Heel tamp to compact backfill and provide slight depression as watering saucer. 3. Take care to not injure root systems while backfilling and compacting planting mix. C. Fertilize specified rate applied uniformly around root spread circumference under 2 inches cover of planting mix. Plant groundcover plants and vines at spacings indicated. Make straight, evenly spaced rows. D. Immediately after completion of planting, mulch areas to a minimum compacted depth of 2 inches. 3.10 SOD INSTALLATION A. Sod installation shall occur upon completion of finish grading, planting and mulch installation. Sod installation to occur only when the soil conditions are dry and free of surface water. Prior to sod placement scarify to a depth of 6" any finish elevations which have become heavily compacted, then follow finish grading procedure again. Apply specified fertilizer and water lightly. Take precaution to avoid damaging grades while transporting and installing sod. Install sod within 12 hours of delivery to site. B. Lay sod with long edges perpendicular to slope. Alternate sod joints to form a running bond pattern. Lay sod tight with no gaps, allowing for shrinkage. Sod shall be rolled with a walk- - behind 200 pound roller to assure a uniform surface. Water sod after completion of installation. Fatigue Technology, Inc. CNA Architecture - 1137 07/07/00 END OF SECTION • 02900 - 8 PLANTING 3.11 FIELD QUALITY CONTROL AND INSPECTIONS A. The Contractor shall give 48 hours notice to the Landscape Architect when a site visit is desired. B. Plant Material: Landscape Architect will inspect and approve plant material at the site, except as otherwise directed. Space trees and untie canopies to enable viewing of branching habit and form from all sides. Remove unsatisfactory material from the site immediately. C. The Contractor shall request a provisional inspection of the planting upon completion of work. Provisional Acceptance of the work shall establish the beginning of the Warranty period. No partial approvals will be given. D. Final inspection and acceptance will be at the end of the one year Warranty period and after required replacements or repairs have been made. 3.12 FINISHING A. Upon completion of the work of this Section, prune trees as directed. 1. Do not change the natural habit or shape of the plant. 2. Do not remove leader. 3. Make cuts flush. Leave no stubs. B. Repair Any Injuries: Trace back to living tissue and remove injured cambium or cuts over 3/4 inch diameter, bruises, and bark scars. , 3.13 CLEANUP A. Remove excess waste material daily. B. When planting in an area is complete, clear the area of debris, spoil piles, containers, etc. • • ' Fatigue Technology, Inc. 03300 -1 CNA Architecture -1137 CAST -IN -PLACE CONCRETE SECTION 03300 - CAST -IN -PLACE CONCRETE PART 1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Cast -in -place concrete, Including formwork, reinforcing, mix design, placement procedures, and finishes. 2. Concrete materials, including reinforcing and mix design, for post- tensioned concrete. 3. Cast -in -place concrete includes: a. Foundations walls and footings. b. Slabs on grade. c. Fill for steel deck. d. Shear walls and other concrete walls. e. Equipment pads and bases. f. Fill for steel pan stairs. g. Structural wall and slabs. B. Related Sections: 1. Section 03470 — Tilt -Up Precast Concrete 2. Section 05510 — Metal Stairs: Steel pan forms for steel framed stairs. 3. Section 07110 — Bituminous Dampproofing. 4. Section 07195 — Concrete Floor Sealers: Hardener /sealer and stain treatments for exposed interior concrete slabs. 5. Section 09910 — Paints: Decorative paint systems. 1.2 SUBMITTALS A. Comply with requirements of Section 01330 and Structural General Notes on S- Series drawings. B. Product Data: Formwork accessories, mechanical connections for reinforcing steel, concrete admixtures, fibrous reinforcement, grout, curing compound, floor sealer, and other proprietary products. C. Mix Design: Fifteen days prior to placing concrete, submit "mix designs" for each type and strength of concrete required for this Project, to Architect for Structural Engineer's approval. Refer to General Structural Notes. D. Shop Drawings: 1. Reinforcement: Submit shop drawings detailing fabricating, bending, and placing of concrete reinforcement. a. Comply with ACI 315 - Manual of Standard Practice for Detailing Reinforced Concrete Structures. Show bar schedules, stirrup spacing, bent bar diagrams, and arrangement of concrete reinforcement. b. Include special reinforcement required for openings through concrete structures. c. Show construction joints. d. Include elevations of reinforcement in walls. e. Indicate locations of construction joints, schedule of pours and reinforcing details for all walls or slabs 18" thick and greater. f. Prepare shop drawings under seal of professional engineer registered in the State of Washington. 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. 03300 - 2 CNA Architecture —1137 CAST -IN -PLACE CONCRETE 2. Formwork: Submit shop drawings indicating fabrication and erection of forms for exposed concrete surfaces. a. Show form construction including jointing, special form joints or reveals, location and pattern of form tie placement, and other items which affect exposed concrete z visually. b. Architect's review is for general architectural applications and aesthetic features �' W only. Design of formwork for structural stability and efficiency is the Contractor's responsibility. v c. Prepare shop drawings under the seal of a professional engineer registered in the 0 Q State of Washington. E. Samples: Provide samples of architectural finish concrete as requested by Architect, at least 24 by 24 inches in size. w 0 F. Laboratory Test Reports: Submit laboratory test results for concrete materials and mix design g5 test per UBC requirements. LL a G. Quality Control Submittals: Submit the following information related to quality assurance W; requirements specified: ? 1. Certifications: Submit mill test certificates for all reinforcing steel furnished under this - section. W W 2. Certifications: Provide certification that welders have satisfactorily passed AWS and o !. WABO qualification tests and that certification is current. U u) 3. Provide setting diagrams, templates, instructions, and directions as required for a 1—, installation. W w = - Va 1.3 QUALITY ASSURANCE ' 0 j, z ; A. Codes and Standards: Comply with applicable provisions of each, latest edition, except as • — otherwise indicated. 0 _. 1. ACI 301 - Specifications for Structural Concrete Buildings. 2. ACI 315 - Manual of Standard Practice for Detailing Reinforced Concrete. 3. ACI 318 - Building Code Requirements for Reinforced Concrete. 4. ACI 347R — Guide to Formwork for Concrete. 5. Concrete Reinforcing Steel Institute (CRSI) - Manual of Standard Practice. 6. American Welding Society D1.4 - Structural Welding Code - Reinforcing Steel. 7. Uniform Building Code (UBC), 1997 edition. 8. PTI - Post - Tensioning Manual. B. Concrete Testing Services: Cooperate with testing laboratory engaged by Owner to perform materials evaluation, design, and testing of concrete mixes. C. Materials and installed work may require testing and retesting at any time during progress of work. Retesting of rejected materials for installed work shall be done at Contractor's expense. D. Sample Panels: Before poruing exterior and interior concrete parking ramps and vehicular trafficways not receiving traffic coating, produce sample panels to establish the approved range of texture CONC6 - Heavy Rib Texture. Produce a minimum of 3 sets of full -scale sample panels, approximately 48 inches (1200 mm) long by 48 inches (1200 mm) wide, to demonstrate the expected range of finish, and texture variations. 1. Locate panels as directed by Architect. 2. Maintain sample panels during construction In an undisturbed condition as a standard for Judging the completed Work. 3. Demolish and remove sample panels when directed. 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. 03300 - 3 CNA Architecture -1137 CAST -IN -PLACE CONCRETE 1.4 DELIVERY, STORAGE AND HANDLING A. Deliver reinforcement to project site bundled and tagged with metal tags indicating bar size, lengths and other data corresponding to information shown on placement drawings. 1. Store reinforcement materials at the site to prevent damage and accumulation of dirt or rust. B. Deliver anchorage items to be embedded in concrete for other construction before start of such work. PART 2 - PRODUCTS 2.1 FORM MATERIALS A. Forms for Exposed Finish Concrete: New plywood or metal, metal- framed plywood faced, or other acceptable panel -type materials to provide continuous, straight, smooth, exposed surfaces. 1. Furnish in largest practicable sizes to minimize number of joints and to conform to joint system shown on shop drawings. 2. Use plywood complying with PS -1, Class I: a. A -C or B -B HIGH DENSITY OVERLAID CONCRETE FORM; or b. B (CONCRETE FORM) PLYWOOD, EXTERIOR, mill oiled and edge sealed. B. Forms for Unexposed Finish Concrete: Plywood, lumber, metal, or other acceptable material. Provide lumber dressed on at least two edges and one side for tight fit. C. Forms for Cylindrical Columns and Supports: Metal, fiber glass reinforced plastic, or paper or fiber tubes. 1. Construct paper or fiber tubes of laminated plies using water - resistant adhesive with wax impregnated exterior for weather and moisture protection. 2. Provide units with sufficient wall thickness to resist loads imposed by wet concrete without deformation. D. Form Coatings: Provide commercial formulation form - coating compounds that will not bond with, stain, nor adversely affect concrete surfaces, and will not impair subsequent treatments of concrete surfaces. E. Form Ties: Factory- fabricated, adjustable- length, removable or snap -off metal form ties, designed to prevent form deflection and to prevent spelling concrete upon removal. Provide units which will leave no metal closer than 38 mm (1 -1/2 inches) to surface. 2.2 REINFORCING MATERIALS A. General: Refer to Structural General Notes on S- Series drawings for more information. 2.3 CONCRETE MATERIALS A. General: Refer to Structural General Notes on S- Series drawings for more information. 2.4 RELATED MATERIALS A. Control Joint Former: Preformed arrow- shaped plastic strip for embedment in wet concrete, with removable top for flush installation; provide depth equal to one -fourth slab thickness, minimum 25 mm. Burke Zip Strip; or Meadows Speed -E- Joint; or approved equivalent. 07/07/00 BUILDING PERMIT o • 0 CO 0 W, CD IL, w o ij ' 1-0 U 0 0� W w 0 `. al z co H + O z Fatigue Technology, Inc. 03300 - 4 CNA Architecture —1137 CAST -IN -PLACE CONCRETE B. Concrete Hardener /Sealer: Clear, penetrating, chemically reactive, water -based one - component sealer as specified in Section 07195. C. Concrete Curing Compound & Bond Breaker: Polymerized solution containing no oils, waxes, paraffins, or other material which could affect bond of subsequent finishes or natural appearance of exposed concrete surfaces. Solvent based, reactive type bond breaker designed for application over membrane - forming curing compound to act as a chemically reactive release agent for tilt -up panels from the base slab. 1. Application: Apply only on floor slab to be used as casting slab for tilt -up precast panels. 2. Product: Dayton Superior Sure -Lift (J-6); or Symons Full Tilt; or Nox -Crete Silcoseai 77; or approved equivalent. D. Epoxy Adhesive: Two-component resin adhesive. Simpson Strong -Tie SET. Epoxy -Tie Adhesive Anchor System. 2.5 PROPORTIONING AND DESIGN OF MIXES A. General: Refer to Structural General Notes on S -Series drawings for more information. 2.6 ADMXTURES A. General: Refer to Structural General Notes on S -Series drawings for more information. 2.7 _ READY -MIX CONCRETE A. Comply with requirements of ASTM C 94. B. Utilize ready -mix concrete wherever locally available, subject to plant approval. Ensure that fully executed and signed trip tickets accompany each load. Inspector shall log in the trip tickets at the job site at time of entry. D. Retempering of concrete that has taken its initial set will not be tolerated. E. Adding of mix water without authorization will not be allowed. PART 3 - EXECUTION 3.1 INSTALLATION A. Coordinate installation of joint materials and other related materials with placement of forms and reinforcing steel. B. Formwork: 1. Construct forms so that concrete members and structures are of correct size, shape, alignment, elevation, and position. 2. Provide for openings, offsets, sinkages, keyways, recesses, moldings, rustications, reglets, chamfers, blocking, screeds, bulkheads, anchorages and inserts, and other features required in the Work. 3. Construct mortar -tight and sufficiently strong and rigid to resist deformation. Solidly butt joints and provide backup at joints to prevent cement paste from leaking. 4. Chamfer exposed corners and edges as indicated, using wood, metal, PVC, or rubber chamfer strips fabricated to produce uniform smooth lines and tight edge joints. 5. Provisions for Other Trades: Provide openings in concrete formwork to accommodate work of other trades. Determine size and location of openings, recesses, and chases 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. 03300 - 5 CNA Architecture —1137 CAST -IN -PLACE CONCRETE from trades providing such items. Accurately place and securely support items built into forms. 6. Clean and adjust forms prior to concrete placement. a. Apply form oil compound before installing any reinforcement b. Retighten forms during concrete placement, as required to eliminate mortar teaks. 7. Remove all water from formwork. Remove by pump from an outside sump if necessary. 8. Shores and Supports: Comply with recommendations of ACI 347 for shoring and reshoring in multistory construction. a. Extend shoring at least 2 floors under floor or roof being placed. Shore floor directly under floor or roof being placed in a manner which will transfer loads directly from form supports. Space shores in floors below this level in such a manner that no floor or member will be excessively loaded. b. Remove shores and reshores in a planned sequence, to avoid damage to partly cured concrete. Locate and provide adequate reshoring to safely support work without excessive stress or deflection. C. Where Architect specifically directs that vapor retarder is not required, sand cushion may be omitted at that location. D. Securely fasten reinforcement and embedded items and have installation inspected and approved by the Inspector before starting pouring operations. E. Reinforcement: 1. Position, support, and secure reinforcement against displacement. 2. Locate and support with metal chairs, runners, bolsters, spacers, and hangers as required. 3. Set wire ties so ends are directed into concrete, not toward exposed concrete surfaces. 4. Install welded wire fabric in as long lengths as practicable, lapping at least 12 inches, [at least one mesh,1 and lace splices with wire. Support wire fabric on concrete blocks, with embedded wire ties. 5. Welding of reinforcing bars is permitted only in locations indicated. 6. Do not field bend partially embedded bars unless otherwise indicated or approved. F. Joints: 1. Provide construction, isolation, and control joints as indicated or required. 2. Locate construction joints so as to not impair strength and appearance of structure. 3. Use bonding agent on existing concrete surfaces that will be joined with fresh concrete. 4. Place isolation and control joints in slabs -on- ground to stabilize differential settlement and random cracking. 5. Create control joints by saw cutting as soon as practical after concrete achieves sufficient strength to support saw without leaving marks. Take precautions to prevent spelling or fracturing of joint edges before joints are filled. G. Installation of Embedded Items: 1. Set and build into work anchorage devices and other embedded items required for other work that is attached to, or supported by, cast -in -place concrete. 2. Use setting diagrams, templates, and instructions provided by others for locating and setting. H. Installation of Epoxy Grouted Anchors: 1. Install in accordance with manufacturer's instructions. 2. Comply with ICBO Report No. 5279. 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. 03300 - 6 CNA Architecture —1137 CAST -IN -PLACE CONCRETE I. Concrete Placement: 1. Comply with ACI, placing concrete in a continuous operation within planned joints or sections. 2. Form all vertical footing surfaces. 3. Do not begin placement until work of other trades affecting concrete is completed. 4. Place concrete in walls and slabs 18" thick and greater in accordance with ACI 207.1. 5. Consolidate placed concrete using mechanical vibrating equipment with hand rodding and tamping, so that concrete is worked around reinforcement and other embedded items and into forms. 8. Minimum Concrete Thickness: a. Slabs on Grade: Comply with requirements of Structural Drawings. b. Composite Floor Slabs: Comply with requirements of Structural Drawings. J. In areas with floor drains, where slope is indicated, maintain floor level at walls and pitch surfaces uniformly to drains. K. Protect concrete from physical damage or reduced strength due to weather extremes during mixing, placement and curing. 1. Cold Weather. Comply with ACI 306. 2. Hot Weather. Comply with ACI 305. 3. Take measures to control maximum in -place temperatures of concrete in walls and slabs 18" thick and greater for a period of 30 days after placement of concrete in this work. 3.2 FINISHES - FORMED SURFACES A. Rough - Formed Finish: For formed concrete surfaces not exposed- to-view in the finish work or by other construction, unless otherwise indicated. This is concrete surface having texture imparted by form facing material used, with tie holes and defective areas repaired and patched and fins and other projections exceeding 6 mm (1/4 inch) in height rubbed down or chipped off. B. Smooth - Formed Finish: For formed concrete surfaces exposed -to -view or to be covered with a coating or covering material applied directly to concrete. This is an as -cast concrete surface obtained with selected form- facing material, arranged in an orderly and symmetrical manner with a minimum of seams. Remove fins and projections, patch defective areas with cement grout, and rub smooth. C. Grout- Rubbed Finish: Provide grout - rubbed finish on scheduled concrete surfaces that have received smooth - formed finish treatment. 1. Combine one part portland cement to one and on -half parts fine sand by volume, and a 50:50 mixture of acrylic or styrene butadiene -based bonding admixture and water to form the consistency of thick paint. Blend standard portland cement and white portland cement in amounts determined by trial patches so that final color of dry grout will match adjacent surfaces. 2. Thoroughly wet concrete surfaces, apply grout to coat surfaces, and fill small holes. Remove excess grout by scraping and rubbing with clean burlap. Keep damp by fog spray for at least 36 hours after rubbing. D. Textured Surface Finish: Treat textured surface finish imparted by form liner to provide surfaces free of pockets, streaks, and honeycombs, with uniform color and texture. E. Related Unformed Surfaces: At tops of walls, horizontal offsets, and similar unformed surfaces occurring adjacent to formed surfaces, strike off smooth and finish with a texture matching adjacent formed surfaces. Continue final surface treatment of formed surfaces uniformly across adjacent unformed surfaces unless indicated otherwise. 07/07/00 BUILDING PERMIT tom. w. it 2 U O, ro 9 w O s: LL Q _ v U - : 0 IH' w w' • V 0 w z pi. O z Fatigue Technology, Inc. 03300 - 7 CNA Architecture —1137 CAST -IN -PLACE CONCRETE 3.3 MONOLITHIC SLAB FINISHES A. Finish concrete floor surfaces in accordance with ACI 301. B. CONC1 - Scratch Finish: Uniformly spread and screed concrete. 1. Plane surface to within following tolerances: a. Floor Flatness (FF): 15. b. Floor Levelness (FL): 13. 2. After leveling, roughen surface before final set with stiff brushes, brooms, or rakes. 3. Use: Slab surfaces to receive concrete floor topping or mortar setting beds for tile, and other bonded applied cementitious finish flooring material. C. CONC2 - Float Finish: After screeding, consolidating, and leveling concrete, do not work surface until ready for floating. Begin floating, using float blades or float shoes only, when surface water has disappeared, when concrete has stiffened sufficiently to permit operation of power -driven floats, or both. 1. Consolidate surface with power driven floats, or by hand floating where area is small or inaccessible to power units. 2. Check and level surface plane to following tolerances: a. Floor Flatness (FF): 18. b. Floor Levelness (F1): 15. 3. Cut down high spots and fill low spots. 4. Immediately after leveling, refloat surface to a uniform, smooth, granular texture. 5. Use: a. Slab surfaces to receive trowel finish and other finishes as hereinafter specified, b. Slab surfaces to be covered with membrane or elastic waterproofing, membrane or elastic roofing. D. CONC3 - Trowel Finish: After floating (CONC2 above), begin first trowel finish operation using a power driven trowel. Begin final troweling when surface produces a ringing sound as trowel is moved over surface. 1. Consolidate concrete surfaces by final hand troweling operation, free of trowel marks, uniform in texture and appearance, and with surface leveled to following tolerances. a. Floor Flatness (FF): 20. b. Floor Levelness (F1): 17. 2. Grind smooth surface defects that would telegraph through applied coating or floor covering systems. 3. Use: a. Interior slab surfaces exposed to view. b. Slab surfaces to be covered with resilient flooring, carpet, paint, sealer, or other thin film finish coating system. c. Face of precast concrete panels. E. CONC4 - Trowel and Fine Broom Finish: Apply trowel finish (CONC3) as specified above. 1. Immediately follow with slightly scarifying surface by fine brooming. 2. Use: Slab surfaces to be covered with traffic coating, acid resistant coating, or thinset tile. F. CONC5 - Nonslip Broom Finish: 1. Immediately after float finishing, slightly roughen concrete surface by brooming with fiber bristle broom perpendicular to main traffic route. 2. Coordinate required final finish with Architect before application. 3. Use: Exterior concrete platforms, steps, ramps, and sidewalks. 07/07/00 BUILDING PERMIT tr rn w W0 -J W; z 12 LU o � p ca u 0 ui Z' U Ni 0 07/07/00 CONC10 - Concrete Hardener Finish: Not used. Fatigue Technology, Inc. 03300 - 8 CNA Architecture —1137 CAST -IN -PLACE CONCRETE G. CONC8 - Heavy Rib Texture: Not used. H. CONC7 — Nonslip Aggregate Finish: Not used. I. CONC8 — Decorative Exposed Aggregate Finish: Not used. J. CONC9 - SLR (Sealer) Finish: 1. After finishing operations (trowel finish or nonslip broom finish) are complete, precast panels have been lifted into place, and slabs are ready for final treatment, thoroughly clean surface to remove curing membrane and other residue and apply Concrete Floor Sealer as specified in Section 07195. 2. Use: Apply to exposed interior concrete floors where indicated; apply to exposed interior and exterior concrete floors and slab areas subject to spillage of water, motor oil, grease, and other vehicle fluids whether or not sealer scheduled. L. CONC11 - Color Hardener Finish: Not used. M. CONC12 - Stain Finish: Not used. 3.4 MISCELLANEOUS CONCRETE ITEMS A. Filling -In: Fill in holes and openings left in concrete structures for passage of work by other trades, unless otherwise shown or directed, after work of other trades is in place. 1. - Mix, place, and cure concrete as specified to blend with in -place construction. 2. Provide other miscellaneous concrete filling shown or required to complete the Work. B. Curbs: Provide monolithic finish to interior curbs by stripping forms while concrete is still green and steel-troweling surfaces to.a hard, dense finish with corners, intersections, and terminations slightly rounded. Provide interior concrete curbs at transformer rooms and flammable storage perimeter walls (if any). C. Equipment Bases and Foundation: Provide machine and equipment bases and foundations, as shown on Drawings. 1. Set anchor bolts for machines and equipment to template at correct elevations, complying with certified diagrams or templates of manufacturer furnishing machines and equipment. 2. Grout base plates and foundations as indicated, using specified nonshrink grout. Use nonmetallic grout for exposed conditions, unless otherwise indicated. D. Steel Pan Stairs: Provide concrete fill for steel pan stair treads, landings, and associated items. 1. Cast in safety inserts and accessories as shown on Drawings. 2. Screed, tamp, and trowel finish concrete surfaces. BUILDING PERMIT n o Ill � c w w ta- w 0 ga �' co O ; z� J 2 jk C) O( 0 - o r- = • U. w z Fatigue Technology, Inc. 03300 - 9 CNA Architecture —1137 CAST -IN -PLACE CONCRETE 3.5 CURING A. Begin initial curing as soon as free water has disappeared from exposed surfaces. B. Where possible, keep concrete continuously moist for not less than 72 hours. C. Continue curing by use of moisture- retaining cover or membrane - forming curing compound. D. Cure formed surfaces by moist curing until forms are removed. E. Cure unformed surfaces, including slabs, floor topping, and other flat surfaces, by applying appropriate curing method. Final cure concrete surfaces to receive finish flooring with a moisture - retaining cover, unless otherwise directed. F. Provide protections as required to prevent damage to exposed concrete surfaces. 3.6 CONCRETE SURFACE REPAIRS A. Patching Defective Areas: Repair and patch defective areas with cement mortar immediately after removal of forms. B. Mix dry-pack mortar, consisting of one part portland cement to 2 -1/2 parts fine aggregate passing a No. 16 mesh sieve, using only enough water as required for handling and placing. 1. Cut out honeycomb, rock pockets, voids over 6 mm (1/4 inch) in any dimension, and holes left by tie rods and bolts, down to solid concrete, but in no case to depth of less than 25 mm (1 inch). 2. Make edges of cuts perpendicular to concrete surface. 3. Thoroughly clean, dampen with water, and brush -coat area to be patched with specified bonding agent. 4. Place patching mortar after Bonding agent has dried. D. Repair of Formed Surfaces: Remove and replace concrete having defective surfaces if defects cannot be repaired to satisfaction of Architect. Surface defects, as such, include color and texture irregularities, cracks, spells, air bubbles, honeycomb, rock pockets; fins and other projections on surface; and stains and other discolorations that cannot be removed by cleaning. Flush out form tie holes, fill with dry pack mortar, or precast cement cone plugs secured in place with bonding agent. 1. Repair concealed formed surfaces, where possible, that contain defects that affect the durability of concrete. 2. If defects cannot be repaired, remove and replace concrete. E. Repair of Unformed Surfaces: Test unformed surfaces, such as monolithic slabs, for smoothness and verify surface plane to tolerances specified for each surface and finish. Correct low and high areas as herein specified. Test unformed surfaces sloped to drain for trueness of slope, in addition to smoothness using template having required slope. 1. Repair finished unformed surfaces that contain defects which affect durability of concrete. Surface defects include crazing, cracks in excess of 0.25 mm (0.01) inch wide or which penetrate to reinforcement or completely through non - reinforced sections regardless of width, spelling, pop -outs, honeycomb, rock pockets, and other objectionable conditions. 07/07/00 For exposed -to -view surfaces, blend white portland cement and standard portland cement so that, when dry, patching mortar will match color surrounding. Provide test areas at inconspicuous location to verify mixture and color match before proceeding with patching. Compact mortar in place and strike -off slightly higher than surrounding surface. BUILDING PERMIT Fatigue Technology, Inc. 03300 - 10 CNA Architecture —1137 CAST -IN -PLACE CONCRETE 2. Correct high areas in unformed surfaces by grinding, after concrete has cured at least 14 days. 3. Correct low areas in unformed surfaces during or immediately after completion of surface finishing operations by cutting out low areas and replacing with fresh concrete. a. Finish repaired areas to blend into adjacent concrete. b. Proprietary patching compounds may be used when acceptable to Architect. 4. Repair defective areas, except random cracks and single holes not exceeding 25 mm (1 inch) diameter, by cutting out and replacing with fresh concrete. a. Remove defective areas to sound concrete with clean square cuts and expose reinforcing steel with at least 19 mm (3/4 inch) clearance all around. b. Dampen concrete surfaces in contact with patching concrete and apply Bonding agent. c. Mix patching concrete of same materials to provide concrete of same type or class as original concrete. d. Place, compact, and finish to blend with adjacent finished concrete. e. Cure in same manner as adjacent concrete. 3.7 FIELD QUALITY CONTROL A. Owner's quality control laboratory will perform sampling and testing for quality control during concrete placement. B. Sampling Fresh Concrete: ASTM C 172, except modified for slump to comply with ASTM C 94. 1. Slump: ASTM C 143; one test at point of discharge for each day's pour of each type of concrete; additional tests when concrete consistency seems to have changed. 2. Air Content: ASTM C 173, volumetric method for lightweight or normal weight concrete; ASTM C 231 pressure method for normal weight concrete; one for each day's pour of each type of air - entrained concrete. 3. Concrete Temperature: Test hourly when air temperature is 40 degrees F (4 degrees C) and below, and when 80 degrees F (27 degrees C) and above; and each time a set of compression test specimens made. 4. Compression Test Specimen: ASTM C 31; one set of four standard cylinders for each compression strength test, unless otherwise directed. Mold and store cylinders for laboratory cured test specimens except when field -cure test specimens are required. 5. Compressive Strength Tests: ASTM C 39; one set for each day's pour exceeding 3.8 m (5 cubic yards) plus additional sets for each 115 m (150 cubic yards) over and above the first 19 m (25 cubic yards) of each concrete class placed in any one day; one specimen tested at seven days, two specimens tested at 28 days, and one specimen retained in reserve for later testing if required. a. When frequency of testing will provide less than five strength tests for a given class of concrete, conduct testing from at least five randomly selected batches or from each batch if fewer than five are used. b. When total quantity of a given class of concrete is less than 38 m (50 cubic yards), Architect may waive strength test if adequate evidence of satisfactory strength is provided. c. When strength of field -cured cylinders is less than 85 percent of companion laboratory-cured cylinders, evaluate current operations and provide corrective procedures for protecting and curing the in -place concrete. d. Strength level of concrete will be considered satisfactory if averages of sets of three consecutive strength test results equal or exceed specified compressive strength, and no individual strength test result falls below specified compressive strength by more than 3 450 kPa (500 psi). 07/07/00 BUILDING PERMIT rr 2 U N 0 ; 0w w O u. a m = d ' r- _ r-- 0 z � . � ' U 0'. o r= w W !. t ii Z , - , Z Fatigue Technology, Inc. 03300 -11 CNA Architecture —1137 CAST -IN -PLACE CONCRETE C. Test Results: Report test results in writing to Architect, Structural Engineer, and concrete producer within 24 hours after tests are made. Telephone test results not meeting the specifications to the above within 2 hours of the tests. Reports of compressive strength tests -, shall contain project identification name and number, date of concrete placement, name of ? concrete testing service, concrete type and class, location of concrete batch in structure, design compressive strength at 28 days, concrete mix proportions and materials, compressive breaking strength, and type of break for both 7-day tests and 28-day tests. D. Nondestructive Testing: Impact hammer, sonoscope, or other nondestructive device may be permitted but shall not be used as the sole basis for acceptance or rejection. E. Additional Test: The testing service shall make additional tests of in -place concrete when test results indicate specified concrete strengths and other characteristics have not been attained. Testing service may conduct tests to determine adequacy of concrete by cored cylinders complying with ASTM C 42, or by other methods as directed. Contractor shall pay for such tests when unacceptable concrete is verified. 07/07/00 END OF SECTION BUILDING PERMIT Fatigue Technology, Inc 03470 - CNA Architecture -1137 TILT -UP PRECAST CONCRETE SECTION 03470 - TILT -UP PRECAST CONCRETE PART 1 - GENERAL 1.1 SUMMARY U §, CO 0 ill, m LL Related Sections: w o 1. Requirements of Section 03300, Cast -In -Place Concrete, and Structual General Notes 2 1 iz a on S- Series Dreaings apply to work of this Section. 5 : a Z O ` H M p W id V i 0 : A. General: The following are in addition to Quality Assurance provisions of Section 03300, Cast- . Z In -Place Concrete and Structural General Notes on S -Series Drawings. o N i B. Erector Qualifications: At least two years of successful experience in erection of tilt -up wall z panels similar in size and amount as required for this Project. C. Job Mock -Up: After acceptance of material samples, construct full -size panel to include representative items encountered in work. Cast, finish, cure, and erect job mock -up panel in same manner as will be employed in Project. Job mock -up panel may be incorporated in structure when acceptable to Architect. A. Section Includes: 1. Tilt -up concrete panels that are cast, finished, and erected at the site, including structural design, fabrication, and erection. 2. Extent of tilt -up precast concrete construction is shown on drawings. 1.2 SUBMITTALS A. Comply with requirements of Section 01330. B. Samples: Approximately 12 inches square and 2 inches thick, representative of full range of colors and textures of panel finishes. C. Furnish information concerning method and sequence of erection. 1.3 QUALITY ASSURANCE PART 2 - PRODUCTS 2.1 MATERIALS A. Tilt -up precast concrete construction materials are specified in Section 03300, Cast -In -Place Concrete and Structural General Notes on S -Series Drawings. The following are in addition to those requirements B. Concrete -to- Concrete Bond Breaker: As specified in Section 03300. C. Anchors and Inserts: Provide inserts, dowels, bolts, nuts, washers, and other items shown to be cast in panels or required for connecting panels to adjacent work, including inserts required for lifting. 1. See General Structural Notes on S -Series Drawings for specific anchor and embed requirements. 2. Structural Steel Shapes: ASTM A 36. 3. Malleable Iron Castings: ASTM A 47, grade 32510. 07/07/00 BUILDING PERMIT W Fatigue Technology, Inc 03470 - 2 CNA Architecture -1137 TILT -UP PRECAST CONCRETE 07/07/00 4. Carbon Steel Castings: ASTM A 27, grade 60 -30. 5. Stainless Steel Anchors: ASTM A 167, type 301, mill finish. 6. Hot -Dip Galvanized iron and steel anchors, inserts, and connecting devices: ASTM A 153. D. Flashing Reglets: Open type having continuous groove not less than 1 -1/8 inches deep by 3/16 inch wide at opening and sloped upwards to 45 degrees. Furnish with easily removed, temporary filler strip. 1. Hot -Dip Galvanized Sheet Steel: ASTM A 528, with ASTM A 525, G90 zinc coating, minimum 0.0217 inch thick (26 gage). E. Forms: Wood, metal, or other substantial material to maintain forms in good alignment and produce required finish. Provide external bracing to prevent form displacement during casting operations. F. Concrete Sealer for Tilt -Up Panels: Penetrating water -based sealer containing sodium orthosilicate solution, compatible in over - application of specified exterior masonry finish coating at any time. Dayton Superior Day -Chem Sil -Cure (J -13); or Meadows Cure -Hard; or Nox -Crete Bro -Cure; or Symons Quad Cure; or approved equivalent. 2.2 CONCRETE MIX DESIGN A. Comply with requirements Structural General Notes on S -Series Drawings. 2.3 FABRICATION TOLERANCES A. Casting Tolerances: Over -all height and width 1. 2. 3. 4. 5. 6. 7. Panels 10 feet or under: Panels 10 feet to 20 feet: • Panels 20 feet to 30 feet: Each additional 10 feet: Panel thickness: Openings (cast within one member): Out of square (diagonal): Location Tolerances: Cast -in items: 1. Inserts, pipe sleeves, bolts, etc.: 2. Flashing reglets, at edge of panel: 3. Reglets for glazing gasket: 4. Groove width for glazing gaskets: 5. Electrical outlets, hose bibs, etc.: 6. Reveals across panels: PART 3 - EXECUTION 3.1 PREPARATION A. Inserts: Coordinate installation of inserts and anchorages required to be set into concrete slabs prior to casting panels. B. Curing Base Casting Slabs: 1. Cure concrete surfaces upon which wall panels are to be cast in same manner specified under Section 03300, Cast -In -Place Concrete, except do not use paper or other curing sheet. measured at face adjacent to mold when cast: plus or minus 1/8 inch. plus 1/8 inch, minus 3/16 inch. plus 1/8 inch, minus 1/4 inch. plus or minus 1/16 inch per 10 feet plus 1/4 inch, minus 1/8 inch. plus or minus 1/4 inch. 1/8 inch per 6 feet or 1/4 inch total. plus or minus 3/8 inch. plus or minus 1/4 inch. plus or minus 1/8 inch. plus or minus 1/16 inch. plus or minus 1/2 inch. plus or minus 1/8 inch. BUILDING PERMIT 7 Fatigue Technology, Inc CNA Architecture -1137 2. At completion of 48 -hour fog spray curing, use membrane forming type of curing compound certified to have qualities of a bond breaker (parting compound), applied in accordance with manufacturer's instructions. 3.2 CASTING PANELS 3.3 FINISHING AND CURING A. Finish: Cracks, voids, protrusions, spells, or nonuniform color or texture will not be acceptable. B. Curing: As specified in Section 03300. Curing may be completed with panels in vertical position when sufficient strength has been attained for lifting without damage. C. After precast panels have been erected, pressure wash exposed surfaces to be painted to remove all residue; use 1500 psi pressure with nozzle not more than 12 inches from surface. D. Apply Concrete Sealer to exterior surfaces and allow to cure before painting. 3.4 ERECTION AND INSTALLATION 07/07/00 03470 - 3 TILT -UP PRECAST CONCRETE A. Forms: 1. Place forms to minimize damage to casting slab surfaces. 2. Erect and brace forms to receive reinforcing steel anchors, inserts, and other items to be cast into wall panels. B. . Place form liners accurately to provide finished surface texture to match Architect's sample. C. Apply Bond Breaker in two coats; apply the second coat in direction perpendicular to the first. D. Reinforcing and Inserts: 1. Set and tie reinforcing steel as specified in Section 03300, Cast -In -Place Concrete. 2. Locate and secure anchorages and inserts and other cast -in items. 3. Extend reinforcing as required for later connections to other concrete structures. 4. After placing reinforcing steel for panels, check casting slab surfaces for continuity of bond breaker film. Touch up or recoat worn or damaged areas, taking particular care to prevent application of coating on reinforcing steel and inserts. Casting: Cast panels individually on building floor slab, or temporary casting platform, at Contractor's option. F. Consolidate concrete thoroughly to produce maximum density throughout entire panel thickness without voids. Take care not to displace reinforcement or inserts, or to score forms, liners, or casting slab. A. General: Use erection equipment with care to prevent damage to floor slabs. Repair damage as directed. B. Erection: Do not erect panels until at least 75 percent of specified 28 -day compressive strength has been verified. C. Raise and lift panels from casting slab and erect plumb in accurate location and alignment. Anchor in place as shown. Use wedges where required to correctly position panels. Provide concrete mortar, grout, or dry pack to fill joints between panels and foundation system. BUILDING PERMIT rt url CO ul w 0 ', J ' u . z ' E 0 ILJ 0 - r CI I- W W '' F - • u. t .. z U0 Fatigue Technology, Inc 03470 -4 CNA Architecture -1137 TILT-UP PRECAST CONCRETE D. After placing, provide temporary braces and supports to securely hold panels in position. Maintain braces and supports in place, undisturbed, until closures, columns, or other supporting structures have been installed and are capable of receiving panels. E. Weld panels to supports where indicated on drawings. Comply with requirements of AWS D1.1 for welded steel connections and D1.4 for welded reinforcing bars. F. Installation Tolerances: Offset in alignment with adjacent panel facings at any point, 1/4 Inch maximum. 3.5 PATCHING A. Patch holes in panel surfaces created by lifting and bracing devices. Comply with concrete surface repair requirements of Section 03300, Cast-In-Place Concrete. B. Repair of other defective or damaged surfaces will be permitted only upon acceptance by Architect. Remove and replace panels that are not acceptable for surface repairs. 3.8 FIELD QUALITY CONTROL Comply with requirements of Section 03300, Cast-In-Place Concrete and Structural Genral Notes on S-Series Drawings. Require precast supplier to notify Architect and Owner when several types of panels have been cast and can be inspected. Casting of additional panels will be approved only upon approval of test panels. END OF SECTION 07/07/00 BUILDING PERMIT A Fatigue Technology, Inc. 04220 -1 CNA Architecture -1137 CONCRETE MASONRY UNITS SECTION 04220 - CONCRETE MASONRY UNITS PART 1 - GENERAL 1.1 SUMMARY 1.2 SUBMITTALS A. Comply with requirements of Section 01330. B. Mill Certificates: Submit steel producers mill certificates for reinforcement. C. Fire - Resistance Rating Certificates: Material certificates for concrete masonry units, signed by manufacturer, certifying that units comply with UBC Standard requirements for fire resistance rating. 1.3 A. Section Includes: 1. Provide concrete masonry units (concrete block) and accessories for complete installation of CMU walls. 2. Clay masonry units (accent brick) 3. Install steel reinforcing bars. 4. Fill full with grout cells containing steel reinforcing and other cells where indicated. 5. Build -in work of other trades and coordinate with others as required or shown B. Related Sections: 1. Section 03300 - Cast -In -Place Concrete. 2. Section 05500 — Metal Fabrications: Loose lintels. 3. Section 07190 - Water Repellents: Weatherproofing and sealing of exposed exterior CMU. 4. Section 07210 — Building Insulation: Loose fill insulation. B. Mason Contractor Requirements: Five years regularly engaged in masonry work. Masonry Crew: 50 percent having completed apprenticeship training. D. Continuous active supervisory mason - foreman in attendance while masonry work is in progress. C. E. Fire - Resistance Ratings: When fire -rated masonry work is indicated, provide materials and construction identical to those of assemblies with fire- resistance ratings determined per ASTM E 119 by a testing and inspecting agency, by equivalent concrete masonry thickness or by another means, as acceptable to authorities having jurisdiction. 1.4 DELIVERY, STORAGE, AND HANDLING A. Protect masonry material during delivery, storage, and construction from rain, snow, or ground water and from Soilage. Reject and remove damaged units or materials. B. Do not use reinforcing or anchors having excessive rust or foreign coatings. 07/07/00 QUALITY ASSURANCE 1. Unit Masonry Standard: Comply with ACI 530.1 /ASCE 6, Specifications for Masonry Structures. BUILDING PERMIT N ur • w • u w 0 g -` u- c./2 H. 3. w w' ac D _ - Oc = v • Oi. w z (.) N1 O Fatigue Technology, Inc. 04220 - 2 CNA Architecture -1137 CONCRETE MASONRY UNITS PART 2 - PRODUCTS 2.1 MATERIALS, GENERAL A. Comply with referenced unit masonry standard and other requirements specified in this Section applicable to each material indicated. B. Obtain masonry units from one manufacturer, of uniform texture and color for each kind required, for each continuous area and visually related areas. 2.2 CONCRETE MASONRY UNITS 07/07/00 A. Provide masonry units of size indicated and in special shapes for applications where forms, size, or finish cannot be produced from standard shapes. B. Provide uncored or unfrogged units with exposed surfaces finished for sills, caps, corners, and similar applications with exposed surfaces. C. Concrete Block: UBC Standard 21-4 (ASTM C 90), Type I, Grade N. Provide 50/50 CMU block for rated wall assembly. 1. Weight Classification: Medium weight. 2. Shrinkage: Not exceed 0.04 percent in accordance with ASTM C 90. 3. Block Types: a. Type 1: White, ground face (CMU1) b. Type 2: White, split face block (CMU2) c. Type 3: Natural, ground face block (CMU3) d. Type 4: Natural, split face block (CMU4) e. Type 5: Common block (CMUS) Accent Brick: Mutual Materials I -X -L Autumn Leaf Dark #684,4 -inch high by 8 -Inch wide by 16 -inch long. 2.3 MORTAR AND GROUT MATERIALS A. Mortar Materials: 1. Cementitious Material: Specified in Structural General Notes on S -Series drawings. 2. Aggregate: Specified in Structural General Notes on S -Series drawings. 3. Lime: Specified in Structural General Notes on S -Series drawings. B. Mortar Mix: Specified in Structural General Notes on S -Series drawings. C. Mortar Type S, f 1800 psi in 28 days. Natural color - by volume: One part portland cement, one - quarter part to one -half part hydrated lime with masonry aggregate not less than two and one - quarter or more than three times the sum of the volumes of cement and lime used. 2.4 REINFORCEMENT A. Reinforcing Steel: Specified in Structural General Notes on S -Series drawings. 1. Use Type S mortar for reinforced masonry. BUILDING PERMIT Fatigue Technology, Inc. 04220 - 3 CNA Architecture -1137 CONCRETE MASONRY UNITS 2.5 EMBEDDED FLASHING MATERIALS A. Copper - Fabric Laminate Flashing: 3 oz/sq.ft. copper sheet bonded with asphalt between two layers of glass fiber cloth. 1. Available Products: a. Copper Fabric Flashing; Sandell Mfg. Co., Amsterdam NY b. Polytite Copper Fabric Flashing; Polytite Mfg. Corp., Cambridge MA c. York Copper Fabric Flashing; York Mfg. Inc., Sanford ME 2. Application: Use where flashing is fully concealed in masonry. B. Sheet Metal Flashing: Fabricated of following metal complying with requirements of Section 07620, Sheet Metal Flashing and Trim: 1. Copper, 16 -ounce per sq. ft. 2. Application: Use where flashing is partly concealed in masonry wall. 2.8 MISCELLANEOUS MASONRY ACCESSORIES A. Masonry Cleaner. Proprietary acidic cleaner in manufacturer's standard strength, designed for removing mortar /grout stains, efflorescence, and other new construction stains from new masonry surfaces; expressly approved for intended use by manufacturer of units being cleaned. 1. Sure Klean 600 Detergent; by ProSoCo Inc. 2. Fabrikleen Masonry Cleaner Type L; by Fabrikem Chemicals International Inc. 3. 202 New Masonry Detergent; by Diedrich Technologies Inc. PART 3 - EXECUTION 3.1 INSTALLATION - CMU 07/07/00 A. Spread mortar bed joints to uniform thickness with fresh mortar. Throwing mortar scrapings or slushing mortar into joints is prohibited. Excessive furrowing of bed joints will not be permitted. B. Lay masonry units plumb, true to line, and with accurately spaced level courses. Vertical joints shall fall on centerline of unit below. C. Install masonry units in running bond pattern except full soldier courses indicated on drawings. Bond corners and intersections as shown on drawings. D. Cut exposed masonry units, where necessary, with power saw. Avoid use (by proper layout) of less -than - half -size units. Do not install broken or cracked units. Cut or block out chases for other trades as directed. Cut joints flush and tool slightly concave, so that not less than 5/8 inch (16 mm) coverage occurs at joint reinforcement. E. Keep cavities clean or mortar droppings. F. Lay masonry units with full mortar coverage on horizontal and vertical face shells. Bed webs in mortar in starting course on concrete floor or footing. G. Adjust each unit to final position while mortar is still soft and plastic. Remove any unit disturbed after mortar has stiffened and relay with fresh mortar. 1. Maximum variation from plumb in vertical lines and surfaces: 1/4 inch in 10 feet and 3/4 inch in any story. 2. Maximum variation from plan location of walls: 1/2 inch in 20 feet. BUILDING PERMIT Fatigue Technology, Inc. 04220 - 4 CNA Architecture -1137 CONCRETE MASONRY UNITS H. As work progresses, build in items furnished by other trades and as shown on drawings. Saw cut CMU to fit around frames, ducts, pipe chases, and other construction. Fill spaces between masonry and door frames or other built -in items solidly with grout or mortar. I. Install bond beams where shown on drawings using bond beam units. Reinforce as shown on drawings and fill with grout. Lap reinforcement 40 diameters or 18 inches whichever is greater. J. Where bond beams are used for lintels, extend at least 2 feet past opening or as far as possible and hook. K. Place rebar positioners to hold vertical reinforcing away from CMU cell walls. L. Place vertical reinforcement in cores, at openings, and where shown on drawings. Lap bars at least 40 diameters. Fill cores with grout and consolidate grout in solid. Fill cores in lifts no greater than 4 feet high at low -lift condition or 8 feet at high lift. Provide key for next lift by ending below top course. M. Maintain at least 1/4 inch clearance between reinforcement and interior faces of units. Place vertical reinforcement central in cores except where shown on drawings. N. Bed bolts, anchors, and other inserts which attach adjoining construction in mortar joints. Hold in proper position until wall is grouted. 0. When grouting is stopped for one hour or longer, horizontal construction joints shall be formed by stopping pour of grout not less than 1/2 inch below top of uppermost unit grouted. P. When starting and resuming work, clean exposed surfaces of set masonry of loose mortar and grout prior to laying fresh masonry. 07/07/00 Install embedded flashing in masonry where indicated, and at shelf angles, lintels, ledges, and other obstructions to downward flow of water in wall. 3.2 INSTALLATION - BRICK A. Set brick masonry units as indicated on Drawings and final shop drawings. B. Cut masonry units with motor -driven saws to provide clean, sharp, unchipped edges. 1. Cut units as required to provide continuous pattern and to fit adjoining construction. 2. Use full size units without cutting where possible. Spread mortar bed joints to uniform thickness with fresh mortar. 1. Throwing mortar scrapings or slushing mortar into joints is prohibited. 2. Excessive furrowing of bed joints will not be permitted. D. Lay brick masonry units plumb and true to line, with joints uniform in width and accurately aligned. Position vertical joints to fall on centerline of unit below. E. Install masonry units in bond pattern, with brick trim, as Indicated on Drawings. F. Install embedded flashing in masonry where indicated, and at shelf angles, lintels, ledges, and other obstructions to downward flow of water in wall. BUILDING PERMIT L.. c.) § cn UJ W0 Cy z Z r~ ui ra w w 0 : .z , c.w u 0 07/07/00 For tooling for joints, provide a neat, uniform appearance. END OF SECTION Fatigue Technology, Inc. 04220 - 5 CNA Architecture - 1137 CONCRETE MASONRY UNITS 3.3 REPAIR, POINTING, AND CLEANING A. Repair masonry units which are loose, chipped, broken, stained, or otherwise damaged, or if units do not match adjoining units as intended. 1. Do not cover up damaged work. 2. Repair immediately before continuing. 3. Install new units to match adjoining in fresh mortar and grout. Point to eliminate evidence of replacement. At the end of each day's work, and after final pointing, clean exposed masonry by dry brushing. Protect walls overnight during inclement weather. Clean masonry to comply with masonry manufacturer's directions and applicable NCMA Tek bulletins. Provide temporary bracing as required (NCMA- TEK -72). Shore up openings and projections until grout or concrete has reached required strength. BUILDING PERMIT Fatigue Technology, Inc. 05120 -1 CNA Architecture -1137 STRUCTURAL STEEL SECTION 05120 - STRUCTURAL STEEL PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Structural steel work as defined in AISC Code of Standard Practice. 2. Anchor bolts required for installation in other work. 1.2 SUBMITTALS A. Comply with requirements of Section 01330. B. Product Data: Manufacturers data sheets or specifications and installation instructions, including laboratory test reports and other data to show compliance with specifications and specified standards. 1. Structural steel (each type), including certified copies of mill reports covering chemical and physical properties. 2. High - strength bolts (each type), including nuts and washers. Include Direct Tension Indicators if used. 3. Structural steel primer paint. 4. Nonshrinkage grout. C. Shop Drawings: Include complete details and schedules for fabrication, assembly and erection. Provide setting drawings, templates, and directions for installation of anchor bolts and other anchorages. D. Certificates: Provide certification that welders have satisfactorily passed AWS qualification tests and that certification is current. 1.3 QUALITY ASSURANCE A. Codes and Standards: Comply with applicable provisions except as otherwise indicated: 1. AISC, Code of Standard Practice for Steel Buildings and Bridges. 2. AISC, Specification for Structural Steel Buildings( - Allowable Stress Design and Plastic Design), including Commentary. 3. Specifications for Structural Joints Using ASTM A 325 Bolts, approved by the Research Council on Structural Connections. 4. American Welding Society (AWS) D1.1 Structural Welding Code - Steel. 5. Washington Association of Building Officials (WABO). B. Quality Control: Perform sampling and testing of all bolting and field welding. C. Report test results in writing to Architect within 24 hours. 07/07/00 . Test Reports: Provide reports conducted on shop- and field -bolted and welded connections. Include data on types of tests conducted. BUILDING PERMIT N ur! W g LL. Q; N a v p W z � ;0 W Wi O z! U w H � z i' Fatigue Technology, Inc. 05120 - 2 CNA Architecture - 1137 STRUCTURAL STEEL PART 2 - PRODUCTS 2.1 MATERIALS A. Following materials are specified in General Structural Notes on S- Series Drawings: 1. Structural steel WF shapes 2. Other structural shapes. 3. Connection material, embedded items. 4. Structural tubes. 5. Structural framing bolts. 6. Anchor bolts. 7. Threaded rods. 8. Headed shear studs. 9. Welding electrodes. B. Cold- Formed Steel Tubing: ASTM A 500, Grade B, Fy = 46 ksi. C. Steel Pipe: ASTM A 53, Type E or S, Grade B. D. Anchor Bolts: ASTM A 307 or ASTM A 325, headed type unless otherwise indicated. . Fasteners: 1. High - strength bolts and nuts, ASTM A 325. 2. Unfinished bolts and nuts, ASTM A 307, Grade A. Shop Primer Paint - Interior Steel: Modified alkyd rust- inhibitive primer. 1. Suitable for extended weathering prior to enclosing or topcoating. 2. Volume Solids: 56 percent. 3. Proprietary Product: Tnemec 10 -1009 Gray, except where 10 -99W White or 10 -99G Green is indicated. G. Shop Primer Paint - Exterior Exposed Steel: Aromatic urethane, moisture - cured, zinc-rich primer. 1. Recommended by high performance architectural coating manufacturer as part of finish system. (Refer to Section 09960.) 2. Volume Solids: 63 percent. 3. Conform to SSPC -PS 12.01 (SSPC -Paint 20, Type II). 4. Proprietary Product: Tnemec 90 -97 Reddish -Gray, or 90G97 Green. Nonmetallic Shrinkage - Resistance Grout: CE- CRD -C621, pre- mixed, nonmetallic, noncorrosive, nonstaining product containing selected silica sands, portland cement, shrinkage compensating agents, plasticizing and water reducing agents. Masterfiow 928. I. Electrodes for Welding: Comply with AWS code and structural drawings. 2.2 FABRICATION A. Shop Fabrication and Assembly: Fabricate and assemble structural assemblies in shop to greatest extent possible. Fabricate items in accordance with AISC Specifications and final shop drawings. 1. Mark and match -mark units for field assembly. 2. Fabricate for delivery sequence that will expedite erection and minimize field handling of materials. 3. Provide finish surfaces of members exposed in final structure free of markings, burrs, and other defects. 07/07/00 BUILDING PERMIT 1311641 .1..lak xi:�. ✓x «u3 4iri.ulu.1 - t;�a G v vc .4i�;: 6 V 0 ) N LLr Ili O i i IU o O N '' a 1 w w LLB; — O wz UN 0 z Fatigue Technology, inc. 05120 - 3 CNA Architecture -1137 STRUCTURAL STEEL 4. Where finishing is required, complete assembly, including welding of units, before start of finishing operations. B. Connections: As shown on final shop drawings. 1. Use high - strength bolts for field connections, except as otherwise indicated. 2. Comply with WABO and AWS Code for procedures, appearance, and quality of welds. C. Provisions for Other Work: Fabricate structural steel members to provide holes for securing other work and for passage of other work through steel framing. D. Architectural Exposed Structural Steel: Fabricate surfaces indicated as FINISHED to have maximum ANSI roughness height value of 500. 1. Dress sharp edges and projections. 2. Make exposed joints butt tight, flush, and hairline. 3. Grind fillet welds smooth. 4. Grind butt welds flush with adjacent surfaces. 2.3 SHOP PAINTING A. Paint structural steel work, except members or portions of members to be embedded in concrete or mortar. Paint initial 2 inches of embedded areas. 1. Do not paint contact areas to be welded or contact surfaces of friction type connections. 2. Apply two coats to surfaces inaccessible after assembly or erection. Change color of second coat to distinguish it. 3. Do not paint interior steel surfaces to receive sprayed -on fireproofing. Provide free of primer and paint. B. Clean steel free of loose mill scale, loose rust, and spatter, slag, and flux deposits in accordance with following surface preparation specifications: 1. Interior Steel: SSPC SP -3, Power Tool or SSPC SP -2 Hand Tool Cleaning. 2. Exterior Moderate Exposure: SSPC SP -6, Commercial Blast Cleaning. C. Remove oil and grease deposits in accordance with SSPC SP -1, Solvent Cleaning. D. Immediately after cleaning surface, apply shop primer paint in accordance with manufacturer's instructions and at a rate to provide minimum dry film thickness of not less than 2.0 mils (50 microns). PART 3 - EXECUTION 3.1 ERECTION A. Comply with AISC Code and AISC Specification, and maintain work in safe and stable condition during erection. B. Provide temporary bracing and shoring as required; remove when final connections are placed. C. Set base plates on cleaned bearing surfaces, using wedges or other adjustments as required. <See drawings for grout requirements. D. Splice members only where shown on final shop drawings. 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. 05120 - 4 CNA Architecture -1137 STRUCTURAL STEEL 3.2 CLEANING A. Touch up prime paint after erection. 1. Clean field welds, bolted connections and abraded areas. 2. Apply same type paint as used in shop. 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. CNA Architecture -1137 SECTION 05130 - ARCHITECTURALLY EXPOSED STRUCTURAL STEEL PART 1- GENERAL 1.1 SUMMARY 05130 -1 ARCHITECTURALLY EXPOSED STRUCTURAL STEEL A. Section Includes: 1. Exposed architectural finished structural steel canopy framing, sunscreen framing, and related concealed steel framing. 2. Fastenings. 3. Shop preparation for paint finishing. B. Related Sections: 1. Section 05120 - Structural Steel and Structural Genreal Notes on S- Series Drawings: Requirements for structural metalwork. 2. Section 08630 - Metal Framed Skylights. 3. Section 09960 - High Performance Architectural Coatings: Finish paint coating systems. 1.2 DEFINITIONS A. Architectural Finished: Surfaces having a maximum ANSI roughness height value of 500 and which are smooth to the touch. (Refer to ANSI B46.1.) 1.3 SUBMITTALS A. Comply with requirements of Section 01330. B. Shop Drawings: 1. Show connection, joint and termination details and schedules for fabrication, assembly, and erection. 2. Provide setting drawings, templates, and directions for installation of anchor bolts and other anchorages. C. Certificates: Per Section 05120. D. Test Reports: Per Section 05120. E. Include stamped calculations by a Washington State registered engineer for review by engineer of record to comply with 1997 UBC for lateral and gravity load requirements. 1.4 QUALITY ASSURANCE A. Codes and Standards: Comply with applicable provisions except as otherwise indicated: 1. AISC, Code of Standard Practice for Steel Buildings and Bridges. 2. AISC, Specification for Structural Steel Buildings, including Commentary. 3. AWS, D1.1 Structural Welding Code - Steel. B. Coordination of Work: 1. Review other sections in which ancillary components and related items are provided to ensure compatibility of the elements. 2. Notify the Architect of problems anticipated or encountered. C. Preassemble items in shop to maximum extent possible to minimize field splicing and assembly. 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. CNA Architecture -1137 1.5 FIELD MEASUREMENTS A. Verify that field measurements are as shown on shop drawings. PART 2 - PRODUCTS 2.1 MATERIALS D. Exposed Fasteners: 1. Use flush, countersunk screws and bolts. 2. Locate consistent with design of component. 3. Comply with structural requirements. (Refer to Section 05120.) 07/07/00 05130 - 2 ARCHITECTURALLY EXPOSED STRUCTURAL STEEL 1. Disassemble units only as necessary to facilitate shipping and handling limitations. 2. Clearly mark units for reassembly and coordinated erection. A. Following materials are specified in General Structural Notes on S- Series Drawings: 1. Structural steel WF shapes 2. Other structural shapes. 3. Connection material, embedded items. 4. Structural tubes. 5. Structural framing bolts. 6. Anchor bolts. 7. Threaded rods. 8. Headed shear studs. 9. Welding electrodes. Cold- Formed Steel Tubing: ASTM A 500, Grade B, Fy = 46 ksi. C. Steel Pipe: ASTM A 53, Type E or S, Grade B. D. Anchor Bolts: ASTMA 307 or ASTM A 325, headed type unless otherwise indicated. E. Fasteners: 1. High- strength bolts and nuts, ASTM A 325. F . Shop Primer Paint: Aromatic urethane, moisture - cured, zinc -rich primer. 1. Recommended by high performance architectural coating manufacturer as part of finish system. (Refer to Section 09960.) 2. Volume Solids: 63 percent. 3. Conform to SSPC -PS 12.01 (SSPC -Paint 20, Type II). 4. Proprietary Product: Tnemec 90 -97 Reddish -Gray, or 90G97 Green. G. Electrodes for Welding: Comply with AWS code and structural drawings. 2.2 FABRICATION A. Shop fabricate and assemble components in largest practical sizes for delivery to site. B. Fabricate items in accordance with AISC Specifications and final shop drawings. C. Fabricate components with joints tightly fitted and secured. 1. Make exposed joints butt tight, flush, and hairline. 2. Grind exposed joints flush and smooth with adjacent finish surface. BUILDING PERMIT � 0 V Q NO , CO W' U. W0 0. CU id w p p: (2 ■ Z; CW.) u) 0 � E. Architectural Exposed (Finished) Steel: Members exposed in completed assembly. 1. Provide finished surfaces free of markings, burrs, and other defects. 2. Use any fabricating technique, such as friction sawing, cold sawing, milling, etc., that produces the specified finish; fabricating techniques producing roughness height values exceeding the specified value are prohibited. 3. Grind fillet welds smooth. 4. Grind butt welds flush with adjacent surfaces. 5. Dress sharp edges and projections. F. Provisions for Other Work: Provide holes for securing other work and for passage of other work through steel framing as indicated. Fatigue Technology, Inc. CNA Architecture -1137 05130 - 3 ARCHITECTURALLY EXPOSED STRUCTURAL STEEL G. Mark and match -mark units for field assembly and erection with mark tag. Do not mark exposed steel. H. Fabricate for delivery sequence that will expedite erection and minimize field handling of materials. I. Complete shop assembly of elements before starting finish operations. 2.3 SHOP PAINTING A. Prime paint steel work, except members or portions members to be embedded in concrete or mortar. Paint initial 2 inches of embedded areas. 1. Do not paint contact areas to be welded or contact surfaces of friction type connections. 2. Apply two coats to surfaces inaccessible after assembly or erection. Change color of second coat to distinguish it. B. Clean steel free of loose mill scale, loose rust, and spatter, slag, and flux deposits in accordance with SSPC SP -6, Commercial Blast Cleaning. C. Remove oil and grease deposits in accordance with SSPC SP -1, Solvent Cleaning. D. Immediately after cleaning surface, apply shop primer paint in accordance with manufacturers instructions and at a rate to provide minimum dry film thickness of not less than 2.0 mils. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify substrates and site conditions are acceptable and ready to receive this work. B. Beginning of installation means acceptance of existing conditions. C. Verify compatibility of shop primer and finish coating system materials to be applied. 3.2 ERECTION A. Erect elements and components plumb and level, accurately fitted in alignment and elevation, and free of rack, distortion and defects. B. Fit exposed field connections accurately together to form tight hairline joints, and anchor to structure. 07/07/00 BUILDING PERMIT w` co 0 N w N u- w Co 0 , 1- z Lu o w w lid) z 01-- z Fatigue Technology, Inc. CNA Architecture -1137 3.3 ADJUSTING A. Examine exposed structure or construction immediately after erection. Repair damaged surfaces to like -new condition. Remove and replace components which cannot be repaired to acceptable condition. C. Touch up damaged shop paint, using same product used in shop or touch -up products supplied by finish manufacturer. 07/07/00 END OF SECTION 05130 -4 ARCHITECTURALLY EXPOSED STRUCTURAL STEEL BUILDING PERMIT 4 Fatigue Technology, Inc. CNA Architecture - 000 SECTION 05210 - STEEL JOISTS AND JOIST GIRDERS PART 1 - GENERAL 1.1 SUBMITTALS A. Comply with requirements of Section 01330. B. Product Data and Shop Drawings: 1. Show complete details and schedules (if required) for fabrication and erection, including layout, special connections, jointing, and accessories. 2. Include a joist and girder placement plans and calculations for all joists and girders, except those sized by uniform load only from standard SJI tables. 3. Locate anchor bolts for installation in other work; furnish templates for bolt installation by others. C. Submit manufacturer's certification that steel joists and joist girders comply with specified requirements. 1.2 QUALITY ASSURANCE 05210 - 1 STEEL JOISTS AND JOIST GIRDERS A. Codes and Standards: SJI, Standard Specifications, Load Tables and Weight Tables for Steel Joists and Joist Girders, for types of joists indicated. Comply with applicable provisions except as otherwise indicated. PART 2- PRODUCTS 2.1 MATERIALS A. Steel: ASTM A 36, or other per SJI Specifications. B. Fasteners: 1. High-strength bolts and nuts, ASTM A 325. 2. Unfinished bolts and nuts, ASTM A 307, Grade A. C. Shop Paint: 1. Comply with SJI Specifications for materials and application. 2. Primer Color: White. 2.2 FABRICATION A. Fabrication: Comply with SJI Specifications, the structural calculations and final shop drawings. B. Provisions for Other Work: Provide holes to accommodate other work to be secured to joists as indicated on final shop drawings. C. Extended and Special Ends: Provide where indicated, complying with SJI Specifications. D. Ceiling Extensions: Provide at locations having ceilings attached directly to joist bottom chord. Extend ends to within of 1/2 inch of finished wall surface. E. Header Units: Provide header units to support tail joists at openings in floor or roof system not framed with steel shapes. 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. CNA Architecture - 000 F. Bridging: 1. Comply with SJI Specifications for type of joists and installation requirements, or as shown. 2. Provide bridging anchors for ends of bridging lines terminating at walls or beams. G. End Anchorage: Comply with SJI Specifications unless otherwise indicated. PART 3 - EXECUTION 3.1 ERECTION Comply with SJI Specifications. 07/07/00 Maintain work in safe and stable condition during erection. Do not apply construction loads until bridging and anchorages are completed. END OF SECTION 05210 - 2 STEEL JOISTS AND JOIST GIRDERS BUILDING PERMIT Fatigue Technology, Inc. CNA Architecture -1137 SECTION 05310 - STEEL DECK PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Roof deck. 2. Acoustical roof deck. 3. Composite floor deck. 4. Noncomposite form deck. 1.2 SUBMITTALS A. Comply with requirements of Section 01330 and Structural General Notes on S- Series Drawings. 1.3 QUALITY ASSURANCE A. ' Codes and Standards: 1. AISI, Specification for the Design of Cold Formed Steel Structural Members. 2. AWS, Structural Welding Code. 3. SDI, Design Manual for Floor Decks and Roof Decks. 4. SDI, Design Manual for Composite Decks, Form Decks, and Roof Decks. 5. Comply with applicable provisions of each, except as otherwise indicated. B. - Quality Control: Perform sampling and testing of all field welding. C. Report test results to be reported in writing to Architect within 24 hours. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Acceptable Manufacturers: Provide steel deck as fabricated by one of the following: 1. BHP Steel Building Products USA Inc. 2. Verco Manufacturing Co. 3. Vulcraft. 2.2 MATERIALS A. Steel for Galvanized Units: Specified in Structrual General Notes on S- Series Drawings. B. Steel Shapes: ASTM A 36. C. Steel Metal Accessories: ASTM A 526, galvanized. D. Galvanizing: ASTM A 525, G60. 07/07/00 05310 -1 STEEL DECK Product Data and Shop Drawings: Show complete details and schedules, layout and types of deck panels, anchorage, supplementaryframing, cut openings, and accessories. Certificates: Provide certification that welders have satisfactorily passed AWS qualification tests and that certification is current. BUILDING PERMIT Fatigue Technology, Inc. CNA Architecture -1137 E. Galvanizing Repair Paint: DOD -P- 21035. 2.3 ACOUSTICAL ROOF DECK C. Substitutions: Comply with requirements of Section 01600. 2.5 MANUFACTURED UNITS 07/07/00 05310 - 2 STEEL DECK F. Shop Paint: Manufacturer's standard baked -on rust inhibiting paint, except color on underside of deck to be light reflective white or light gray. A. Acoustical Steel Roof Deck: Fabricate panels, without top -flange stiffening grooves, to comply with "SDI Specifications and Commentary for Steel Roof Deck," in SDI Publication No. 29, and the following: B. Acceptable Manufacturers: Provide acoustic steel deck as fabricated by, but not limited to, the following: 1. Vercor HSB -36 Acoustical Deck. D. Galvanized and Shop -Primed Steel Sheet: ASTM A 446, Grade A, 33, G60 zinc coating; cleaned, pretreated, and primed with manufacturer's double white baked -on, lead- and chromate -free rust- inhibitive primer complying with performance requirements of FS TT- P-664; 0.6 mil dry film thickness. 1. Deck Profile: Type WR, wide rib. 2. Profile Depth: 1 -1/2 inches. 3. Design Uncoated -Steel Thickness: 0.0474 inch. 4. Span Condition: As indicated. 5. Side Laps: Overlapped or interlocking seam at Contractor's option. 6. Acoustical Perforations: Deck units with manufacturer's standard perforated vertical webs. 7. Sound - Absorbing Insulation: Manufacturers standard premolded roll or strip glass fiber or mineral fiber. a. Factory install sound - absorbing insulation into cells of cellular deck according to manufacturer's written instructions. 8. Acoustical Performance: NRC 0.80, tested according to ASTM C 423. 2.4 FABRICATION A. Form deck units in lengths to span at least three supports unless otherwise indicated. B. Panel Laps: 1. End Laps: Flush, telescoped, or nested, 2 -inch lap. 2. Side Laps: Nested or interlocked, unless otherwise indicated. A. Roof Deck: 1. Comply with SDI Roof Deck Specifications of metal thickness, width, depth, and properties shown. 2. Finish: Galvanized. B. Noncomposite Steel Form Deck: 1. Provide fluted sections of metal deck as permanent forms for reinforced concrete slabs. 2. Shop Finish: Manufacturer's standard baked -on rust- inhibitive paint, or galvanized. BUILDING PERMIT Fatigue Technology, Inc. CNA Architecture -1137 2.8 ACCESSORIES A. Provide cover plates, metal and flexible closure strips, and cant strips as required. B. Use deck manufacturer's standard accessories unless otherwise shown. Roof Sump Pans: Fabricate from single piece of 0.0785 inch (14 gage) minimum galvanized sheet steel with level bottom and sloping sides, of adequate size to receive roof drains. Recess pans not less than 1 -1/2 inches below roof deck surface. PART 3 - EXECUTION 3.1 INSTALLATION 07/07/00 05310 - 3 STEEL DECK Place deck units and secure to adjacent framing by 1/2 -inch fusion welding at 12 inches oc to supports, with a minimum of two welds at each support, unless otherwise indicated. . Provide button punch connections along deck units as indicated on roof plan. Place accessory units in accordance with manufacturer's recommendations unless otherwise shown. ▪ Punch bottom deck flutes and set hanger wire or rods for future suspended ceilings (acoustic panel and gupsum board) before placing concrete. CLEANING Clean field welds and abraded areas. Touch up shop finish after installation. 1. Apply same type paint as used in shop. 2. Use galvanizing repair paint to correct damaged galvanized surfaces. END OF SECTION BUILDING PERMIT Fatigue Technology, Inc. 05500 -1 CNA Architecture -1137 METAL FABRICATIONS SECTION 05500 - METAL FABRICATIONS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes, but is not limited to, the following: 1. Pipe bollards. 2. Countertop support and mounting frames. 3. Steel framing and supports for overhead doors. 4. Ladders. 5. Floor grating and frames. 6. Sunscreen grating. 7. Curb nosing. 8. Step nosings for exterior concrete stairs. 9. Steel pipe railings and guardrails. 10. Steel framed stairs. 11. Suspended projection screen supports. Projection screens provided as part of Tenant Improvements (TI). 12. Overhead support assembly for operable partitions. Operable partition assembly provided as part of Tenant Improvements (TI). 13. Trench plates and frames. 14. Miscellaneous steel framing and supports. 15. Loose steel lintels. 16. Support angles for elevator door sills. 17. Metal edgings. 18. Loading -dock edge angles. B. Related Sections: 1. Section 05130 - Architecturally Exposed Structural Steel: Canopy framing, sunscreen framing and support assembly. 2. Section 05720 - Ornamental Railings. 3. Section 06415 — Laminate Clad Countertops: Vanity tops. 1.2 DEFINITIONS A. Definitions in ASTM E 985 for railing - related terms apply to this Section. 1.3 SYSTEM DESCRIPTION A. Structural Performance - Handrails and Railing Systems: 1. Capable of withstanding concentrated load of at least 200 pounds -force applied in any direction at any point on the rail. Intermediate rails and components of guardrails shall be capable of withstanding a load of 25 pounds -force per square foot applied horizontally at right angles over entire tributary area, including openings and spaces between rails. 2. Comply with requirements of UBC chapter 16. B. Structural Performance - Stair Systems: 1. Treads of Steel Stairs: Capable of supporting a uniform live load of 100 pounds per square foot or a 300 -pound concentrated load placed on an area of 4 square inches located in the center of the tread, whichever produces the greater stress. 2. Platforms of Steel Stairs: Capable of withstanding a uniform live load of 100 pounds per square foot. 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. 05500 - 2 CNA Architecture -1137 METAL FABRICATIONS 3. Stringers of Steel Stairs: Uniform live load of 100 pounds per square foot, with live load deflection not to exceed U360. C. Performance Requirements — Floor Gratings 1. Structural Performance: Provide gratings capable of withstanding the following structural loads without exceeding the allowable design working stress of the materials Involved, including anchors and connections: 2. Floors: Capable of withstanding a uniform load of 250 lbf/sq. ft. or a concentrated load of 3000 Ibf, whichever produces the greater stress. 1.4 SUBMITTALS A. Comply with requirements of Section 01330. PART 2 - PRODUCTS 2.1 MATERIALS B. Product Data: Submit technical data sheets for nonproprietary shop primers indicating compliance with specified performance requirements. Shop Drawings: 1. Shop drawings showing details of fabrication, assembly, and installation including templates for anchor bolt placement.' 2. Submit calculations and shop drawings for above items, each stamped and signed by Washington State licensed engineer, prior to fabrication. 1.5 QUALITY ASSURANCE A. Certificate: Provide current certification that welders have satisfactorily passed AWS qualification tests. Codes and Standards: 1. AISC Specification for Structural Steel Buildings. 2. AISC Code of Standard Practice for Steel Buildings and Bridges. 3. AWS D1.1, Structural Welding Code - Steel. A. For work exposed to view, use materials selected for their smoothness and freedom from surface blemishes. B. Steel Plates, Shapes, and Bars: ASTM A 36. C. Rolled Steel Floor Plates: ASTM A 786, Pattern No. 4. D. Steel Bars for Grating: ASTM A 569 or A 36. E. Wire Rod for Grating Cross Bars: ASTM A 510. F. Cold- Formed Steel Tubing: ASTM A 500, grade B, cold formed. G. Uncoated Hot - Rolled Structural Steel Sheet: ASTM A 570, Grade 30, unless otherwise indicated or required by design loading. H. Uncoated Cold - Rolled Commercial Quality Steel Sheet: ASTM A 366. 07/07/00 BUILDING PERMIT .-J Fatigue Technology, Inc. 05500.3 CNA Architecture -1137 METAL FABRICATIONS I. Galvanized Structural Quality Steel Sheet: ASTM A 446; Grade A, unless another grade required for design loading, and G90 coating designation, unless otherwise indicated. J. Galvanized Commercial Quality Steel Sheet: ASTM A 526, G90 coating designation, unless otherwise indicated. K. Steel Pipe: ASTM A 53. 1. Galvanized finish for exterior installations and where indicated. 2. Type E or S, Grade B. 3. Standard weight (Schedule 40) unless another weight, type, and grade required by structural loads. L Brackets, Flanges, and Anchors: Cast or formed metal of the same type material and finish as supported rails. M. Concrete Inserts: 1. Threaded or wedge type; galvanized ferrous castings, either malleable iron, ASTM A 47, or cast steel, ASTM A 27. 2. Bolts, washers, and shims as required, hot -dip galvanized per ASTM A 153. . Fasteners: High - strength bolts and nuts, ASTM A 325 or A 490; unfinished bolts and nuts, ASTM A 307, Grade A. 2.2 ACCESSORIES A. ` - Nonshrink Metallic Grout: Premixed, factory- packaged, ferrous aggregate grout complying with CE CRD-C 621. C. 07/07/00 Nonshrink Nonmetallic Grout: Premixed, factory- packaged, nonstaining, noncorrosive, nongaseous grout complying with CE CRD-C 621. Masterflow 928. Interior Anchoring Cement: Factory- prepackaged, nonshrink, nonstaining, hydraulic controlled expansion cement formulation for mixing with water at Project site. Use for interior applications only. Fasteners: Provide bolts, nuts, lag bolts, machine screws, toggle bolts, masonry anchorage devices, lock washers as required for application indicated and complying with applicable Federal standards. Hot -dip galvanize fasteners for exterior applications to comply with ASTM 153. E. Shop Paint: 1. Interior Steel: Modified alkyd rust- inhibitive primer. a. Volume Solids: 56 percent. b. Proprietary Product: Tnemec 10 -1009 Gray, except where 10 -99W White. 2. Exterior Exposed Steel: Aromatic urethane, moisture - cured, zinc-rich primer. a. Volume Solids: 63 percent. b. Conform to SSPC -PS 12.01 (SSPC -Paint 20, Type II). c. Proprietary Product: Tnemec 90 -97 Reddish -Gray. F. Bituminous Paint: Cold- applied asphalt mastic complying with SSPC -Paint 12 except containing no asbestos fibers. G. Galvanizing: ASTM A 123, hot dipped, for fabricated and unfabricated steel products made of uncoated rolled, pressed and forged steel shapes, plates, bars and strip 0.0229 Inch and thicker. BUILDING PERMIT 2.3 CONCRETE FILL 2.4 FABRICATED UNITS Fatigue Technology, Inc. 05500 - 4 CNA Architecture -1137 METAL FABRICATIONS H. Galvanizing Repair Paint: High zinc dust content paint with dry film containing not less than 94 percent zinc dust by weight, complying with DOD-P -21035 or SSPC- Paint -20. I. Rough Hardware: 1. Furnish custom - fabricated bolts, plates, anchors, hangers, dowels, and other miscellaneous steel and iron shapes for framing and supporting and anchoring woodwork. 2. Galvanize, unless otherwise indicated. A. Concrete Materials and Properties: Comply with requirements in Division 3 Section "Cast -in- Place Concrete" for normal- weight, air - entrained, ready -mix concrete with a minimum 28 -day compressive strength of 3000 psi, unless otherwise indicated. A. Pipe Bollards: 1. Fabricate pipe bollards from Schedule 80 steel pipe. 2. Fabricate bollards with 3/8 -inch- thick steel baseplates for bolting to concrete slab. Drill baseplates at all four corners for 3/4 -inch anchor bolts. 3. Where bollards are to be anchored to sloping concrete slabs, angle baseplates for plumb alignment of bollards. B. Countertop Support Frames and Brackets: 1. Fabricate under - counter support frame of steel channels of size and weight to resist bending and deflection under loads that might reasonably be anticipated at any point on countertop. 2. Weld joints for maximum strength; and grind welds smooth on surfaces to receive stone. 3. Fabricate cantilever - mounting frames of structural steel shapes, with full - penetration welds. Engineer and fabricate frames for anchorage to floor within stud or furring space. 4. Weld mounting frames to counter support frame to transfer loads fully to building structure. C. Structural -Steel Door Frames: 1. Fabricate steel door frames from structural shapes and bars of size and to dimensions indicated, fully welded together unless otherwise indicated. Plug -weld built -up members and continuously weld exposed joints. Provide steel strap anchors, 1/8 by 2 inches, with a minimum 6 -inch embedment and 2- inch hook, unless otherwise indicated, for securing door frames into adjoining concrete or masonry. Weld anchors to frame jambs no more than 12 inches from both bottom and head of frame, and space anchors not more than 30 inches apart. 3. Galvanize frames in exterior locations: D. Ladders — Step Through and Elevator Pit: 1. Conform to Section 7 of ANSI A14.3, unless otherwise indicated. 2. Fabricate ladders of following properties except where otherwise indicated. a. Rails/Strings: 2 -1/2 by 3/8 inches flat steel bar. b. Rungs: 3/4 inch diameter steel rods, spaced not over 12 inches on center. c. Mounting Brackets: Rolled steel clip angles providing 7- inches minimum clearance from rungs to face of wall, except 4- inches at elevator pit; spaced not over 48 inches on center. 3. Provide necessary brackets, fittings, and anchorages for installation. a. Bolt mounting brackets to strings. b. Secure each bracket to wall with two expansion bolts. 07/07/00 BUILDING PERMIT VIVIT Fatigue Technology, Inc. 05500 - 5 CNA Architecture -1137 METAL FABRICATIONS 4. Provide ladder rungs plug welded or shouldered and headed into strings. 5. Galvanize exterior ladders. E. Floor Grating and Frames: Steel bar gratings complying with NAAMM Metal Bar Grating Manual. 1. Panels: Metal bar grating composed of minimum 3/16 -inch thick by 1 -1/2 -inch deep main bars and hexagonal or round cross bars, interlocked and welded fabrication. 2. Finish: Galvanized. 3. Panel Support Framing: Galvanized steel angles, bars, bolts, washers, spacer sleeves, and accessories as required to secure floor gratings to structure. F. Sunscreen Grating: 1. Base Bid Grating: 2' -0" by 8' -0" aluminum grating, 2 -1/2 -inch high by 4 -inch center -to- center bearing bar and cross bar spacing. 2. Alternate No. 1 Grating: 2' -0" by 8' -0" galvanized steel grating, 2 -1/2 -inch high by 4 -inch center- to-center bearing bar and cross bar spacing. G. Curb Nosings: 1. Fabricate curb nosings from structural steel shapes as indicated of all-welded construction with mitered comers and continuously welded joints. 2. Provide anchors welded to nosings for embedding in cast -in -place concrete construction, spaced not more than 6 inches from each curb end, 6 inches from comers, and 24 inches o.c., unless otherwise indicated. Step Nosings: Abrasive cast iron safety nosings with 1 /4- inch lip, for installing in poured -in- place concrete exterior stairs at front edge of treads. 1. Metal: ASTM A 48, Class 20 iron, high silicon, machineable, hyper - eutectic. 2. Abrasive: Aluminum oxide, #20 virgin grain, integrally cast into walking surface to a minimum depth of 1/32 inch (0.79 mm). 3. Anchors: Steel wing anchors, bolts and nuts for field attachment into factory- drilled and countersunk holes. 4. Size: 3 inches wide by minimum 5/16 inch thick by full length of treads. 5. Surface Pattem: Abrasive cross- hatch, 1/16 inch deep, with feature strip along back edge. 6. Products: Design is based on Wooster Products Inc., Type 101 Ferrogrit. Subject to compliance with requirements, products by the following manufacturers may be used in the Work: a. American Safety Tread Co. b. Safe -T -Metal Company. c. Wooster Products Inc. I. Steel Pipe Railings and Guardrails: 1. Fabricate to dimensions shown, with smooth bends and welded joints using steel pipe of diameter and finish indicated. 2. Secure posts and rail ends to building construction as indicated. 3. Galvanize exterior steel railings, including pipe, fittings, brackets, fasteners, and other ferrous metal components. J. Steel Framed Stairs: Provide complete stair assemblies of type indicated and including metal framing, hangers, columns, railings, struts, clips, brackets, bearing plates, and other components required for support and anchorage of stairs and platforms. Join pieces by welding except where otherwise indicated. 1. Stair Framing: Fabricate stringers of structural steel channels or plates or a combination thereof. Provide closures for exposed ends of stringers. Construct platforms of structural steel channel headers and miscellaneous framing members, of size indicated or required to support design loadings. 07/07/00 BUILDING PERMIT z re 2 U V0 ! co o ww w u- w O g ¢ Z � 0 Z � ui O N 0 H i u- O Z V CO 1 Hi O z Fatigue Technology, Inc. 05500 - 8 CNA Architecture -1137 METAL FABRICATIONS 2. Metal Pan Risers, Subtreads, and Subplatforms Shape metal pans for risers and subtreads to conform to configuration shown. Provide thicknesses of structural steel sheet for metal pans not less than that required to support total design loading. a. Form metal pans of uncoated hot - rolled steel sheet. b. Directly weld risers and subtreads to stringers. Locate welds on side of metal pans to be concealed by concrete fill. c. Form tread /riser metal pans of uncoated hot - rolled steel sheet, minimum 0.0785 inch thickness. d. Provide risers with round perforated hole pattern, 1/4 -inch diameter spaced 3/8 inch staggered centers, 42 percent open area. e. Fabricate landings from 1.5 -inch deep galvanized steel decking, minimum 0.1382 inch thickness. K. Suspended Projection Screen Supports: 1. Beams: Continuous steel shapes of size required to limit deflection to L/360 between hangers. 2. Hangers: Steel rods, 3/8 inch diameter, spaced approximately 4.5 Inches apart at each end of case (approximately 101 inches oc). Verify spacings with screens being provided. a. Thread rods to receive anchor nuts, washers, and stop nuts. b. Fit hangers with proper shaped washers for full bearing on bearing surfaces. 3. Braces and Angles: Steel angles of size required for rigid support of beam and for secure anchorage. L. Overhead Support Assembly for Accordion Folding Door and Future Operable Partition: Provide custom structural assembly as indicated and as required to rigidly support and stabilize operable partition and door. M. Metal Floor Plate: 1. Fabricate from rolled - steel floor plate of thickness to match existing. 2. Include square bars stiffeners for fixed and removable sections to match existing. 3. Provide flush steel bar drop handles for lifting removable sections, one at each end of each section. N. Miscellaneous Steel Trim: 1. Fabricate to shapes and sizes as required for profiles shown; continuous welded joints and smooth exposed edges. 2. ' Use concealed field splices wherever possible. 3. Provide cutouts, fittings, and anchorages; coordinate assembly and installation with other work. 0. Loose Steel Lintels 1. Fabricate loose structural -steel lintels from steel angles and shapes of size indicated for openings and recesses in masonry walls and partitions at locations indicated. 2. Weld adjoining members together to form a single unit where indicated. 3. Size loose lintels to provide bearing length at each side of openings equal to one - twelfth of clear span, but not less than 8 inches, unless otherwise indicated. 4. Galvanize loose steel lintels located in exterior walls. P. Miscellaneous Framing and Supports: Provide as required to complete work and not included with structural steel framework. Fabricate of welded construction in as large units as possible; drill and tap as required to receive hardware and similar items. Include required anchors for building into other work spaced not more than 24 inches o.c. 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. 05500 - 7 CNA Architecture -1137 METAL FABRICATIONS 2.5 FABRICATION A. Use materials of size and thickness shown, or, if not shown, of required size, grade and thickness to produce strength and durability in finished product. B. Weld corners, joints and seams continuously to comply with AWS recommendations. 1. Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals. 2. Use AWS qualified welding procedures. 3. Obtain fusion without undercut or overlap. 4. Remove welding flux immediately. 5. Finish exposed welds and surfaces smooth and blended so that no roughness shows after finishing and contour of welded surface matches those adjacent. C. Form exposed connections with hairline joints, flush and smooth, using concealed fasteners where possible. Locate joints where least conspicuous. D. Finish Preparation: Clean steel per SSPC standards prior to applying shop finish: 1. Interior Exposure: SSPC SP -3, Power Tool Cleaning. 2. Exterior Exposure: SSPC SP-6, Commercial Blast Cleaning. E. Shop Finishing - General: 1. Hot dip galvanize ferrous metal fabrications subject to exterior exposure. 2. Apply shop primer to surface of metal fabrications as scheduled. 3. Stripe paint edges, corners, crevices, bolts, welds, and sharp edges on items to be painted. F. Shop Finish Schedules: See schedules at end of this Section. PART 3 - EXECUTION 3.1 INSTALLATION A. Perform cutting, drilling, and fitting necessary for installation. B. Set work accurately in location, alignment, and elevation measured from established lines and levels. C. Perform field welds using AWS qualified welding procedures. D. Provide anchorage devices and fasteners where necessary for installation to other work. E. Set loose items on cleaned bearing surfaces, using wedges or other adjustments as required. Solidly pack open spaces with bedding mortar, consisting of one part portland cement to three parts sand and only enough water for packing and hydration, or use commercial nonshrink grout material. F. Apply black asphaltic coating to concealed bottoms, sides, and edges of cast iron units set into concrete. 3.2 INSTALLING MISCELLANEOUS FRAMING AND SUPPORTS A. General: Install framing and supports to comply with requirements of items being supported, including manufacturers' written instructions and requirements indicated on Shop Drawings, if any. 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. 05500 - 8 CNA Architecture -1137 METAL FABRICATIONS B. Anchor supports for operable partitions securely to and rigidly brace from building structure. C. Support steel girders on solid grouted masonry, concrete, or steel pipe columns. Secure girders with anchor bolts embedded in grouted masonry or concrete or with bolts through top plates of pipe columns. 1. Where grout space under bearing plates is indicated at girders supported on concrete or masonry, install as specified above for setting and grouting bearing and leveling plates. D. Install pipe columns on concrete footings with grouted baseplates. Position and grout column baseplates as specified above for setting and grouting bearing and leveling plates. 1. Do not grout baseplates of columns supporting steel girders until girders are installed and leveled. no U of ui N u_ :: ua 0 3.3 INSTALLING PIPE BOLLARDS 2 J u- N � B. Anchor bollards to inpiace or existing construction with postinstalled anchors and bolts. ? Provide four 3/4 -inch anchors at each bollard, unless otherwise indicated. Embed anchors at O g least 4 inches in existing concrete. w w : � ' C. Fill bollards solidly with concrete, mounding top surface. c= i N o -- , 3.4 SETTING BEARING AND LEVELING PLATES ur W ' A. Clean concrete and masonry bearing surfaces of bond - reducing materials, and roughen to u- H improve bond to surfaces. Clean bottom surface of plates. Cu co O d z z A. Anchor bollards in place with concrete footings. Support and brace bollards in position in footing excavations until concrete has been placed and cured. B. Set bearing and leveling plates on wedges, shims, or leveling nuts. After bearing members have been positioned and plumbed, tighten anchor bolts. Do not remove wedges or shims but, if protruding, cut off flush with edge of bearing plate before packing with grout. 1. Use nonshrink grout, either metallic or nonmetallic, in concealed locations where not exposed to moisture; use nonshrink, nonmetallic grout in exposed locations, unless otherwise indicated. 2. Pack grout solidly between bearing surfaces and plates to ensure that no voids remain. 3.5 TOUCH -UP A. Clean field welds, bolted connections, and abraded areas. B. Touch up shop paint and galvanizing after installation. 1. Apply same type paint as used in shop. 2. Use galvanizing repair paint on damaged galvanized surfaces. 3.6 SHOP FINISH SCHEDULES A. Shop Finish for Interior Exposure: 1. HD Primer: Ferrous metal not otherwise indicated. 2. Cleaned, unfinished, free of primer and paint: a. Members and portions of members embedded in concrete or mortar. b. Contact areas to be welded. c. Contact surfaces of friction type connections. 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. 05500 - 9 CNA Architecture -1137 METAL FABRICATIONS 07/07/00 Shop Finish for Exterior Exposure - Galvanized: 1. Bollards. 2. Floor gratings. 3. Ladders. 4. Curb nosings. 5. Railings and guardrails. Shop Finish for Exterior Exposure - Zinc-Rich Primer. 1. Bollards 2. Door frames. END OF SECTION BUILDING PERMIT Fatigue Technology, Inc. 05720 -1 CNA Architecture -1137 ORNAMENTAL RAILINGS SECTION 05720 - ORNAMENTAL RAILINGS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Stainless -steel ornamental handrails 2. Steel and iron ornamental handrails and railings. 3. Wood handrails. 4. Steel and iron railing finishes. Related Sections: 1. Section 05500 - Metal Fabrications: Metal stairs, steel pipe handrails at fire stairs. 2. Section 06402 — Interior Architectural Woodwork: Requirements for wood railings.. 1.2 • STRUCTURAL PERFORMANCE A. Capable of withstanding concentrated force of 200 pounds applied in any direction at any point and a uniform load of 50 pounds per linear foot applied horizontally at right angles to the top rail without damage or permanent set. B. Conform to UBC chapter 16. 1.3 SUBMITTALS A. Comply with requirements of Section 01330. B. Shop Drawings: Show details of fabrication, assembly, and installation including templates for anchor bolt placement. 1.4 FIELD MEASUREMENTS A. Where handrails and railings are indicated to fit to other construction, check actual dimensions of other construction by field measurements before fabrication; show recorded measurements on final shop drawings. Coordinate fabrication schedule with construction progress to avoid delaying the Work. Where field measurements cannot be made without delaying the Work, guarantee dimensions and proceed with fabricating handrails and railing systems without field measurements. Coordinate other construction to ensure that actual dimensions correspond to guaranteed dimensions. PART 2 - PRODUCTS 2.1 MATERIALS A. Stainless Steel 1. Tubing: ASTM A 554, Grade MT 304, diameter indicated by 0.065 -inch wall thickness. 2. Castings: ASTM A 743/A 743M, Grade CF 8 or CF 20. 3. Plate: ASTM A 666, Type 304. 07/07/00 BUILDING PERMIT tu ga- u. p w z�! o '. W U co ' N • ;O - 0 w W O . tii z : U N O ~ z Fatigue Technology, Inc. 05720 - 2 CNA Architecture - 1137 ORNAMENTAL RAILINGS B. Steel and Iron: Comply with the following requirements for each form required: 1. Steel Tubing: Cold- formed steel tubing, ASTM A 500, Grade A, unless another grade is indicated or required by structural loads. 2. Steel Rails and Bars: Hot - rolled, carbon steel complying with ASTM A 29/A 29M, Grade 1010. 3. Steel Plates, Shapes, and Bars: ASTM A 36/A 36M. 4. Iron Castings: Malleable iron complying with ASTM A 47, Grade 32510. C. Brackets, Flanges, and Anchors: Cast or formed metal of same type of material and finish as supported rails, unless otherwise indicated. 1. Provide brackets with interlocking pieces that conceal anchorage. Locate set screws on bottom of bracket. D. Wood Handrails and Rails: Hardwood handrails and rails of species and profile indicated. 1. Species and Profile: Select white maple specified in Section 06402, round shape (with recess for bracket saddle), 1-1/2-inch diameter. E. Fasteners for Interconnecting Handrail and Railing Components: Use fasteners fabricated from same basic metal as fastened metal, unless otherwise indicated. Do not use metals that are corrosive or incompatible with materials joined. 1. Provide concealed fasteners for interconnecting railing components and for attaching them to other Work, unless otherwise indicated. 2. Provide Phillips flat -head machine screws for exposed fasteners, unless otherwise indicated. F. Shop Paint: 1. Interior Steel: Modified alkyd rust- inhibitive primer. a. Volume Solids: 56 percent. b. Proprietary Product: Tnemec 10 -1009 Gray, except where 10-99W White. 2.2 GROUT AND ANCHORING CEMENT A. Nonshrink, Nonmetallic Grout: Premixed, factory- packaged, nonstaining, noncorrosive, nongaseous grout complying with ASTM C 1107. Provide grout specifically recommended by manufacturer for interior and exterior applications. 2.3 FABRICATION A. Assemble handrails and railings in shop to greatest extent possible to minimize field splicing and assembly. Disassemble units only as necessary for shipping and handling limitations. Clearly mark units for reassembly and coordinated installation. Use connections that maintain structural value of joined pieces. B. Form changes in direction of railing members as follows: 1. By flush radius bends. 2. By mitering at elbow bends. 3. By any method indicated above, applicable to change in direction involved. C. Form simple and compound curves by bending members in jigs to produce uniform curvature for each repetitive configuration required; maintain profile of member throughout entire bend without buckling, twisting, cracking, or otherwise deforming exposed surfaces of handrail and railing components. 07/07/00 BUILDING PERMIT 1 . t i t uj 0; w ui -_0 Luz '' Fatigue Technology, Inc. 05720 - 3 CNA Architecture -1137 ORNAMENTAL RAILINGS D. Welded Connections: Fabricate handrails and railings for connecting members by welding. Cope components at perpendicular and skew connections to provide close fit, or use fittings designed for this purpose. Weld connections continuously to comply with the following: 1. Use materials and methods that minimize distortion and develop strength and corrosion z resistance of base metals. 2. Obtain fusion without undercut or overlap. 3. Remove flux immediately. ea. 2 4. At exposed connections, finish exposed surfaces smooth and blended so no roughness shows after finishing and welded surface matches contours of adjoining surfaces. 0 v co E. Mechanical Connections: Fabricate handrails and railings by connecting members with railing 9 manufacturer's standard concealed mechanical fasteners and fittings, unless otherwise v� u . indicated. Fabricate members and fittings to produce flush, smooth, rigid, hairline joints. uj 0 1. Fabricate splice joints for field connection using epoxy structural adhesive where this is 2 manufacturer's standard splicing method. ga 5 LL c c F. Brackets, Flanges, Fittings, and Anchors: Provide manufacturer's standard wall brackets, = 0 flanges, miscellaneous fittings, and anchors to connect handrail and railing members to other r— - . construction. ? F t G. Provide inserts and other anchorage devices to connect handrails and railings to concrete or w w masonry. Fabricate anchorage devices capable of withstanding loads imposed by handrails 2 o' and railings. Coordinate anchorage devices with supporting structure. o cn 0 off w u w z 0 N . H z H. For railing posts set in concrete, provide preset sleeves of steel not less than 6 inches long with inside dimensions not less than 1/2 inch larger than outside dimensions of post, and steel plate forming bottom closure. I. Shear and punch metals cleanly and accurately. Remove burrs from exposed cut edges. J. Ease exposed edges to a radius of approximately 1/32 inch, unless otherwise indicated. Form bent -metal comers to smallest radius possible without causing grain separation or otherwise impairing the Work. Cut, reinforce, drill, and tap components, as indicated, to receive finish hardware, screws, and similar items. L. Close exposed ends of railing members with prefabricated end fittings. M. Provide wall retums at ends of wall- mounted handrails, unless otherwise indicated. Close ends of retums, unless clearance between end of railing and wall is 1/4 inch or less. 2.4 STAINLESS -STEEL FINISHES A. Remove or blend tool and die marks and stretch lines into finish. B. Grind and polish surfaces to produce uniform, directionally textured, polished finish indicated, free of cross scratches. Run grain with long dimension of each piece. C. Bright, Directional Polish: No. 4 finish. 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. 05720 - 4 CNA Architecture - 1137 ORNAMENTAL RAILINGS 2.5 STEEL AND IRON FINISHES A. Preparation for Shop Priming: Prepare uncoated ferrous metal surfaces to comply with minimum requirements indicated below for SSPC surface - preparation specifications and environmental exposure conditions of installed handrails and railings: 1. Interiors (SSPC Zone 1A): SSPC -SP 7, "Brush -off Blast Cleaning." B. Apply shop primer to prepared surfaces of handrails and railings, unless otherwise indicated. Comply with requirements in SSPC -PA 1, "Paint Application Specification No. 1," for shop painting. Primer need not be applied to surfaces to be embedded in concrete or masonry. 2.8 WOOD FINISHES A. Transparent finish system PS6 sepcified in Section 09910. PART 3 - EXECUTION A. Examine gypsum board assemblies, where reinforced to receive anchors, to verify that locations of concealed reinforcements have been clearly marked for Installer. Locate reinforcements and mark locations if not already done. 3.2 INSTALLATION, GENERAL A. Fit exposed connections together to form tight, hairline joints. B. Cutting, Fitting, and Placement: Perform cutting, drilling, and fitting required for installing handrails and railings. Set handrails and railings accurately in location, alignment, and elevation, measured from established lines and levels and free from rack. 1. Do not weld, cut, or abrade surfaces of railing components that have been coated or finished after fabrication and that are intended for field connection by mechanical or other means without further cutting or fitting. • Set posts plumb within a tolerance of 1/16 inch in 3 feet. • Align rails so variations from level for horizontal members and from parallel with rake of steps and ramps for sloping members do not exceed 1/4 inch in 12 feet. C. Adjust handrails and railings before anchoring to ensure alignment at abutting joints. Space posts at interval indicated, but not less than that required by structural loads. . Fastening to In -Place Construction: Use anchorage devices and fasteners where necessary for securing handrails and railings and for properly transferring loads to in -place construction. 3.3 ATTACHING HANDRAILS TO WALLS A. Attach handrails to veticals and walls with wall brackets. Provide bracket with 1 -1/2 -inch clearance from inside face of handrail and finished wall surface. B. Locate brackets as indicated or, if not indicated, at spacing required to support structural loads. C. Secure wall brackets to building construction as follows: 1. For concrete and solid masonry anchorage, use drilled -in expansion shields and hanger or lag bolts. 2. For hollow masonry anchorage, use toggle bolts. 07/07/00 BUILDING PERMIT -J Fatigue Technology, Inc. 05720 - 5 CNA Architecture - 1137 ORNAMENTAL RAILINGS 07/07/00 3. For steel - framed gypsum board assemblies, fasten brackets directly to steel framing or concealed reinforcements using self - tapping screws of size and type required to support structural loads. 3.4 CLEANING A. Clean stainless steel by washing thoroughly with clean water and soap and rinsing with clean water. Touchup Painting: Cleaning and touchup painting of field welds, bolted connections, and abraded areas of shop paint are specified in Division 9 Section "Painting." PROTECTION Protect finishes of handrails and railings from damage during construction period with temporary protective coverings approved by railing manufacturer. Remove protective coverings at the time of Substantial Completion. Restore finishes damaged during installation and construction period so no evidence remains of correction work. Return items that cannot be refinished in field to shop; make required alterations and refinish entire unit, or provide new units. END OF SECTION BUILDING PERMIT Fatigue Technology, Inc. 06100 -1 CNA Architecture -1137 ROUGH CARPENTRY SECTION 06100 - ROUGH CARPENTRY PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Framing with dimension lumber. 2. Framing with engineered wood products. 3. Rooftop equipment bases and support curbs. 4. Wood furring, grounds, nailers, blocking, and other rough wood items required to complete the Project. 5. Wood structural -use construction panels. 6. Wood preservative treatment. B. Related Sections: 1. Section 06415 - Laminate -Clad Countertops: Lavatory counter units specially fabricated for this Project. 2. Section 09260 - Gypsum Board Assemblies: Gypsum sheathing over metal wall framing. 1.2 SUBMITTALS A. Comply with requirements of Section 01330. B. Product Data: Manufacturer's current technical specifications and installation instructions for engineered wood products, air infiltration barrier, insulating sheathing, underlayment, metal framing anchors, and construction adhesives. 1.3 QUALITY ASSURANCE A. Lumber Grading Agency: Certified by ALSC. Conform to grading Rules of WWPA, WCLIB, or NLGA. B. Plywood Grading Agency: Certified by APA. PART 2 - PRODUCTS 2.1 LUMBER, GENERAL A. Furnish grade stamped lumber that is dressed S4S and complies with PS 20 and applicable grading rules of inspection agencies certified by ALSC's Board of Review. B. Provide seasoned lumber with 19 percent moisture content at time of dressing and shipment for sizes 2 inches or less in thickness. C. For exposed lumber, apply grade stamps to ends or back of each piece or omit grade stamps and provide grade compliance certificates issued by inspection agency. 07/07/00 Certificates: 1. Material certificates for dimension lumber indicated for compliance with selected minimum design values. 2. Wood treatment plant's certification of compliance with indicated requirements. BUILDING PERMIT W. V ' v O u ) C: 9 0 U. W O u- a z �` �Z1-r DO 0 co o H ' WW! IL . IL — O, Z , c � O z.: Fatigue Technology, Inc. 06100 - 2 CNA Architecture -1137 ROUGH CARPENTRY 2.2 WOOD PRESERVATIVE - TREATED MATERIALS A. General: Where lumber or plywood is indicated as preservative treated or is specified to be treated, comply with applicable requirements of AWPA C2 (lumber) and AWPA C9 (plywood). Mark each treated item with Quality Mark Requirements of an inspection agency approved by ALSC's Board of Review. 1. Do not use chemicals containing chromium or arsenic. 2. For exposed items indicated to receive stained finish, use chemical formulations that do not bleed through, contain colorants, or otherwise adversely affect finishes. B. Pressure treat aboveground items with waterbome preservatives to a minimum retention of 0.25 lb/cu ft. After treatment, kiln -dry lumber and plywood to a maximum moisture content of 19 and 15 percent, respectively. Treat indicated items and the following: 1. Wood cants, nailers, curbs, equipment support bases, blocking, stripping, and similar members in connection with roofing, flashing, vapor barriers, and waterproofing. 2. Wood sills, sleepers, blocking, furring, stripping, and similar concealed members in contact with concrete or masonry. 3. Wood framing members Tess than 18 inches above grade. 4. Wood floor plates installed over concrete slabs directly in contact with earth. . Pressure treat wood members in contact with ground or freshwater with waterborne preservatives to a minimum retention of 0.40 lb/cu ft. D. Complete fabrication of treated items before treatment, where possible. If cut after treatment, apply field treatment complying with AWPA M4 to cut surfaces. Inspect each piece of lumber or plywood after drying and discard damaged or defective pieces. 2.3 DIMENSION LUMBER, TIMBERS, AND BOARDS A. Dimension Lumber. Provide dimension lumber of grades indicated according to ALSC National Grading Rule (NRG) provisions of inspection agency indicated. B. Miscellaneous Lumber: 1. General: Provide lumber for support or attachment of other construction, including rooftop equipment curbs and support bases, cant strips, bucks, nailers, blocking, furring, grounds, stripping, and similar members. 2. Fabricate miscellaneous lumber from dimension lumber of sizes indicated and into shapes shown. 3. Moisture Content: 19 percent maximum for lumber items not specified to receive wood preservative treatment. 4. Grade: For dimension lumber and concealed boards, provide Standard or No. 3 grade lumber per ALSC's NGR of any species. 2.4 ENGINEERED WOOD PRODUCTS A. General: Provide engineered wood products acceptable to authorities having jurisdiction and for which current model code research or evaluation reports exist that evidence compliance with building code in effect for Project. Allowable Design Stresses: As published by manufacturer, that meet or exceed those indicated. Manufacturer's published values shall be determined from empirical data or by rational engineering analysis, and demonstrated by comprehensive testing performed by a qualified independent testing laboratory. B. Laminated Veneer Lumber: NES Report No. NER -481. Lumber manufactured by laminating wood veneers in a continuous press using an exterior -type adhesive complying with ASTM D 07/07/00 BUILDING PERMIT 6 v! CO GI rn w w O 2 = Cy; zF.. I o W ju 2 U c. O N . 0 H =0 r . .. Z LU CO O f- z Fatigue Technology, Inc. 08100 - 3 CNA Architecture 1137 ROUGH CARPENTRY 2559 to produce members with grain of veneers parallel to their lengths and complying with following requirements: 1. Extreme Fiber Stress in Bending: 2800 psi for 12 -inch nominal depth members. 2. Modulus of Elasticity: 1,900,000 psi. 3. Tension Parallel to Grain: 1850 psi. 4. Compression Parallel to Grain: 2310 psi. 5. Compression Perpendicular to Grain: 750 psi perpendicular to and 750 psi parallel to glue line. 6. Horizontal Shear: 285 psi perpendicular to and 190 psi parallel to glue line. 2.5 WOOD -BASED STRUCTURAL -USE PANELS A. Wood Structural -Use Panels - General: 1. Structural -Use Panel Standards: Provide structural panel product composed primarily of wood and meeting requirements of UBC Standard 23-2 or 23-3. Wood structural panels nclude all- veneer plywood, composite panels containing a combination of veneer and wood -based material, and mat - formed panels such as oriented strand board and waferboard. Trademark: Factory mark structural -use panels with APA trademark evidencing compliance with grade requirements. B. Concealed Performance -Rated Structural -Use Panels: 1 General: Where structural -use panels are indicated for following concealed types of applications, provide APA performance -rated panels complying with requirements designated under each application for grade, span rating, exposure durability classification, and edge detail (where applicable). a. Thickness: Provide panels meeting requirements specified, but not less than thickness indicated. b. Span Ratings: Provide panels with span ratings required to meet `Code Plus" provisions of APA Form No. E30, APA Design/Construction Guide: Residential & Commercial. 2. Roof Sheathing: APA -rated Structural I sheathing. (Where OSB used, refer to Division -7 roofing section for pull - testing requirements.) a. Exposure Durability Classification: Exposure 1. b. Span Rating: As required to suit rafter spacing indicated. 3. Soffit Sheathing: APA rated sheathing. a. Exposure Durability Classification: Exterior. b. Span Rating: As required to suit lumber spacing indicated. 4. Plywood Sheathing Behind Roof Base Fleshings: APA rated sheathing. a. Exposure Durability Classification: Exterior. b. Thickness: 3/4 inch, except as otherwise indicated. C. Structural -Use Panels for Backing: 1. Plywood Backing Panels: For mounting electrical or telephone equipment, provide C -D Plugged Exposure 1, fire retardant treated, not less than 5/8 inch.thick. 2. Plywood wall panels exposed as part of finish work are specified in Section 06200 - Finish Carpentry. D. Wainscot Panels: 1. Exterior Grade B -B, MDO plywood. 07/07/00 BUILDING PERMIT cc 2 w c.) § co w W ` F ; w g La. a z z o U u j :' 0 0' O N 01.- wW H V ui z , O z Fatigue Technology, Inc. 06100 - 4 ROUGH CARPENTRY CNA Architecture -1137 2.6 GYPSUM SHEATHING A. Glass -Fiber Surfaced Gypsum Sheathing Board: Gypsum sheathing board consisting of noncombustible gypsum core incorporating a water - resistant material, surfaced on face and back with glass -fiber mats with alkali - resistant coating; complying with ASTM C 79. 1. Type: Regular. 2. Edges: Square, unsurfaced. 3. Thickness: 1/2 inch. 2.7 AIR INFILTRATION BARRIER A. Asphalt- saturated organic felt complying with ASTM D 226, Type I (No. 15 asphalt felt), unperforated. Air retarder complying with ASTM E 1677; made from polyoiefins (polyethylene or polypropylene); either cross - laminated films, woven strands, or spunbonded fibers; coated or uncoated; with or without perforations to transmit water vapor but not liquid water. 1. Minimum Thickness: 3 mils. 2. Minimum Water Vapor Transmission: 10 perms when tested according to ASTM E 96, Procedure A. 3. Maximum Flame Spread: 25 per ASTM E 84. 4. Minimum Allowable Exposure Time: 3 months. 2.8 ACCESSORIES A. Fasteners: Size and type indicated that comply with requirements specified for material and manufacture and as specified in Structural General Notes in S- Series Drawings. Where rough carpentry is exposed to weather, in ground contact, or in area of high relative humidity, provide fasteners with a hot -dip zinc coating per ASTM A 153 or of AISI Type 304 stainless steel. 1. Nails, Wire, Brads, and Staples: UBC Section 2318. 2. Power Driven Fasteners: CABO National Evaluation Report NER -272. 3. Wood Screws: ASME B18.6.1. 4. Lag Bolts: ASTM A 307 and UBC Section 2318. 5. Bolts: Steel bolts complying with ASTM A 307, Grade A; with ASTM A 563 hex nuts and, where indicated, flat washers. PART 3 - EXECUTION 3.1 INSTALLATION - GENERAL A. Discard units of material with defects that impair quality of rough carpentry and that are too small to use with minimum number of joints or optimum joint arrangement. Set rough carpentry to required levels and lines, with members plumb, true to line, cut, and fitted. C. Fit rough carpentry to other construction; scribe and cope as required for accurate fit. Correlate location of furring, nailers, blocking, grounds, and similar supports to allow attachment of other construction. D. Apply field treatment complying with AWPA M4 to cut surfaces of preservative- treated lumber and plywood. 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. 06100 - 5 CNA Architecture -1137 ROUGH CARPENTRY E. Securely attach rough carpentry work to substrate by anchoring and fastening as indicated, complying with following: 1. CABO NER -272 for power - driven staples, P-nalls, and allied fasteners. 2. Published requirements of metal framing anchor manufacturer. 3. Table 23- II -B-1 - Nailing Schedule of UBC. 3.2 WOOD GROUNDS, NAILERS, BLOCKING, AND SLEEPERS A. Install wood grounds, nailers, blocking, and sleepers where shown and where required for screeding or attaching other work. Form to shapes shown and cut as required for true line and level of attached work. Coordinate locations with other work involved. B. Attach to substrates to support applied loading. Recess bolts and nuts flush with surfaces, unless otherwise indicated. Build into masonry during installation of masonry work. Where possible, anchor to formwork before concrete placement. C. Install permanent grounds of dressed, preservative - treated, key - beveled lumber not less than 1.50 inches (38 mm) wide of thickness required to bring face of ground to exact thickness of finish material. Remove temporary grounds when no longer required. 3.3 WOOD FRAMING, GENERAL C. Do not splice structural members between supports. 3.4 INSTALLATION OF CONSTRUCTION PANELS A. Structural -Use Panels: Comply with applicable recommendations contained in APA Form No. E30, APA Design/Construction Guide: Residential & Commercial, for types of structural -use panels and applications indicated. B. Fastening Methods: 1. Sheathing: Screw to framing. Space panels 1/8 inch at edges and ends. 2. Underlayment: Nail or staple to subflooring. Space panels 1/32 inch at edges and ends. 3. Plywood Backing Panels: Nail or screw to supports. 3.5 GYPSUM SHEATHING 07/07/00 A. Fasten gypsum sheathing to supports with galvanized roofing nails or divergent point galvanized staples. Nail or staple to comply with manufacturer's recommended spacing and referenced fastening schedule. 1. Keep perimeter fasteners 3/8 inch (10 mm) from edges and ends of units. 2. Fit units tightly against each other and around openings. B. Install 48 -inch by 96 -inch (1219 -mm by 2438 -mm) or longer sheathing vertically with long edges parallel to, and centered over, studs. Install solid wood blocking where end joints do not occur over framing. A. Framing standard: comply with AFPA'S Manual for Wood Frame Construction, unless otherwise indicated. B. Framing with Engineered Wood Products: Install engineered wood products to comply with manufacturer's written instructions. BUILDING PERMIT Fatigue Technology, Inc. CNA Architecture -1137 07/07/00 06100 -8 ROUGH CARPENTRY AIR INFILTRATION BARRIER Cover gypum sheathing with air infiltration barrier. When using poiyolefin air retarder, apply sheet to comply with manufacturer's written instructions. Apply air infiltration barrier to cover upstanding flashing with 4 -inch (100 -mm) overlap. END OF SECTION BUILDING PERMIT Fatigue Technology, Inc. 06402 -1 CNA Architecture —1137 INTERIOR ARCHITECTURAL WOODWORK SECTION 06402 - INTERIOR ARCHITECTURAL WOODWORK PART 1 - GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Interior standing and running trim for transparent finish. 2. Interior frames and jambs for transparent finish. 3. Installation. 4. Shop /factory finishing interior woodwork. 5. Field finishing interior woodwork. B. Related Sections 1. Division 8 Section "Flush Wood Doors." 2. Division 9 Section "Painting" for field finishing of interior architectural woodwork. 1.2 SAMPLES FOR VERIFICATION: FOR THE FOLLOWING: A. Lumber with or for transparent finish, 5 inches wide by 24 inches long, for each species and cut, finished on 1 side and 1 edge. 1.3 QUALITY ASSURANCE A. Fabricator Qualifications: A firm experienced in producing architectural woodwork similar to that indicated for this Project and with a record of successful in- service performance, as well as sufficient production capacity to produce required units. B. Source Limitations: Engage a qualified woodworking firm to assume undivided responsibility for production and installation of interior architectural woodwork C. Quality Standard: Unless otherwise indicated, comply with AWI's "Architectural Woodwork Quality Standards" for grades of interior architectural woodwork, construction, finishes, and other requirements. 1.4 DELIVERY, STORAGE, AND HANDLING A. Do not deliver woodwork until painting and similar operations that could damage woodwork have been completed in installation areas. If woodwork must be stored in other than installation areas, store only in areas where environmental conditions comply with requirements specified in "Project Conditions" Article. 1.5 PROJECT CONDITIONS A. Environmental Limitations: Do not deliver or install woodwork until building is enclosed, wet work is complete, and HVAC system is operating and maintaining temperature and relative humidity at occupancy levels during the remainder of the construction period. 1.6 COORDINATION A. Coordinate sizes and locations of framing, blocking, furring, reinforcements, and other related units of Work specified in other Sections to ensure that interior architectural woodwork can be supported and installed as indicated. 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. 06402 - 2 CNA Architecture —1137 INTERIOR ARCHITECTURAL WOODWORK PART 2 - PRODUCTS 2.1 MATERIALS A. General: Provide materials that comply with requirements of the AWI quality standard for each type of woodwork and quality grade specified, unless otherwise indicated. B. Wood Species and Cut for Transparent Finish 1. Hardwood Lumber: Select White Maple. 2.2 INTERIOR STANDING AND RUNNING TRIM N W CO ii. A. For Tranparent Finish: ui O; 1. Quality Standard: Comply with AWI Section 300. r: 2. Grade: Premium. Q 3. For trim wider or thicker than available lumber, use veneered construction. Do not glue a for width or thickness. , C 4. Backout or groove backs of flat trim members and kerf backs of other wide, flat p w members, except for members with ends exposed in finished work. z 5. Wood Species and Cut: Select White Maple. t 0 W u j D p ` A. For Trans arent Finish: V co O 1. Quality Standard: Comply with AWI Section 900. 'w w 2. Grade: Premium. z v 3. For frames or jambs wider than available lumber, use veneered construction. Do not u 0 glue for width. ... 4. Wood Species and Cut: Select White Maple. co O z _ 2.3 INTERIOR FRAMES AND JAMBS 2.4 FABRICATION, GENERAL A. Interior Woodwork Grade: Provide Premium grade interior woodwork complying with the referenced quality standard. B. Wood Moisture Content: Comply with requirements of referenced quality standard for wood moisture content in relation to ambient relative humidity during fabrication and in installation areas. Fabricate woodwork to dimensions, profiles, and details indicated. Ease edges to radius indicated for the following: 1. Edges of Solid -Wood (Lumber) Members 3/4 Inch Thick or Less: 1/16 inch. 2. Edges of Rails and Similar Members More Than 3/4 Inch Thick: 1/8 inch. 3. Edges of Solid -Wood (Lumber) Members and Rails: 1/16 inch. D. Complete fabrication to maximum extent possible, before shipment to Project site. Where necessary for fitting at site, provide ample allowance for scribing, trimming, and fitting. 2.5 SHOP FINISHING A. Quality Standard: Comply with AWI Section 1500, unless otherwise indicated. B. General: Finish architectural woodwork at fabrication shop as specified in this Section. Defer only final touchup, cleaning, and polishing until after installation. 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. 06402 - 3 CNA Architecture —1137 INTERIOR ARCHITECTURAL WOODWORK C. General: Shop finish transparent finished interior architectural woodwork at fabrication shop as specified in this Section. Refer to Division 9 Section "Painting" for finishing opaque finished architectural woodwork. D. Preparations for Finishing: Comply with referenced quality standard for sanding, filling countersunk fasteners, sealing concealed surfaces, and similar preparations for finishing architectural woodwork, as applicable to each unit of work. E. Transparent Finish: Comply with requirements indicated below for grade, finish system, staining, and sheen, with sheen measured on 60- degree gloss meter per ASTM D 523: 1. Grade: Premium. 2. AWI Finish System TR -5: Catalyzed vinyl lacquer. 3. Staining: Stain maple hardwood to match Anegre. Match Architect's sample. 4. Filled Finish for Open -Grain Woods: After staining (if any), apply paste wood filler to open -grain woods and wipe off excess. Tint filler to match stained wood. 5. Sheen: Satin, 30-50 gloss units. PART 3 - EXECUTION 3.1 INSTALLATION A. Quality Standard: Install woodwork to comply with AWI Section 1700 for the same grade specified preceding in this Section for type of woodwork involved. B. Install woodwork level, plumb, true, and straight. Shim as required with concealed shims. Install level and plumb to a tolerance of 1/8 inch in 96 inches. C. Scribe and cut woodwork to fit adjoining work, and refinish cut surfaces and repair damaged finish at cuts. D. Standing and Running Trim: Install with minimum number of joints possible, using full - length pieces (from maximum length of lumber available) to greatest extent possible. Do not use pieces less than 36 inches long, except where shorter single- length pieces are necessary. Scarf running joints and stagger in adjacent and related members. 1. Fill gaps, if any, between top of base and wall with plastic wood filler, sand smooth, and finish same as wood base, if finished. 2. Install standing and running trim with no more variation from a straight line than 1/8 inch in 96 inches. E. Complete the finishing work specified in this Section to extent not completed at shop or before installation of woodwork. Fill nail holes with matching filler where exposed. Apply specified finish coats, including stains and paste fillers if any, to exposed surfaces where only sealer /prime coats were applied in shop. 07/07/00 END OF SECTION BUILDING PERMIT -J Fatigue Technology, Inc. 08412 -1 CNA Architecture —1137 LAMINATE -CLAD WOOD CABINETS SECTION 06412 - LAMINATE -CLAD WOOD CABINETS PART 1 - GENERAL 1.1 SUMMARY A. This Section Includes the following: 1. Plastic-laminate faced cabinets. 2. Hardware. 3. Installation. B. Related Sections 1. Division 8 Section "Laminate -Clad Countertops." 2. Division 7 Section "Sealants." 1.2 SUBMITTALS B. Show locations and sizes of furring, blocking, and hanging strips, including concealed blocking and reinforcement specified in other Sections. C. Show locations and sizes of cutouts and holes for plumbing fixtures, faucets, soap dispensers, and other items installed in architectural woodwork. 1. Samples for Initial Selection: Manufacturer's color charts consisting of units or sections of units showing the full range of colors, textures, and pattems available for each type of material indicated. 2. Plastic laminates. 1.3 SAMPLES FOR VERIFICATION: FOR THE FOLLOWING: A. Plastic - laminate -clad panel products, 8 by 10 inches, for each type, color, pattem, and surface finish, with separate samples of unfaced panel product used for core. 1.4 QUALITY ASSURANCE A. Fabricator Qualifications: A firm experienced in producing architectural woodwork similar to that indicated for this Project and with a record of successful in- service performance, as well as sufficient production capacity to produce required units. B. Source Limitations: Engage a qualified woodworking firm to assume undivided responsibility - for production and installation of interior architectural woodwork C. Quality Standard: Unless otherwise indicated, comply with AWI's "Architectural Woodwork Quality Standards" for grades of interior architectural woodwork, construction, finishes, and other requirements. 1.5 DELIVERY, STORAGE, AND HANDLING A. Do not deliver woodwork until painting and similar operations that could damage woodwork have been completed in installation areas. If woodwork must be stored in other than Installation areas, store only in areas where environmental conditions comply with requirements specified in "Project Conditions" Article. 07/07/00 . Shop Drawings: Show location of each item, dimensioned plans and elevations, large -scale details, attachment devices, and other components. BUILDING PERMIT re W V N 0' U WW ) W W O g = J i N 3 ° I- uJ uj r o 0 : o 0 I-; W W H V;> . W 0 ui z Yi F O Fatigue Technology, Inc. 06412 - 2 CNA Architecture —1137 LAMINATE -CLAD WOOD CABINETS 1.6 PROJECT CONDITIONS A. Environmental Limitations: Do not deliver or install woodwork until building Is enclosed, wet work is complete, and HVAC system is operating and maintaining temperature and relative humidity at occupancy levels during the remainder of the construction period. B. Field Measurements: Where woodwork is indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication and indicate measurements on Shop Drawings. Coordinate fabrication schedule with construction progress to avoid delaying the Work. 1. Locate concealed framing, blocking, and reinforcements that support woodwork by field measurements before being enclosed and indicate measurements on Shop Drawings. 2. Established Dimensions: Where field measurements cannot be made without delaying the Work, establish dimensions and proceed with fabricating woodwork without field measurements. Provide allowance for trimming at site, and coordinate construction to ensure that actual dimensions correspond to established dimensions. 1.7 COORDINATION A. Coordinate sizes and locations of framing, blocking, furring, reinforcements, and other related units of Work specified in other Sections to ensure that interior architectural woodwork can be supported and installed as indicated. PART 2 - PRODUCTS 2.1 MATERIALS A. General: Provide materials that comply with requirements of the AWI quality standard for each type of woodwork and quality grade specified, unless otherwise indicated. B. High - Pressure Decorative Laminate (PLAM#): NEMA LD 3, grades as indicated, or if not indicated, as required by woodwork quality standard; low glare fine textured finish. 1. Manufacturer. Subject to compliance with requirements, provide high - pressure decorative laminates by one of the following: a. Formica Corporation. b. Nevamar Decorative Laminates - Intemational Paper; Decorative Products Div. c. Pionite Decorative Laminates. d. Wilsonart Intemational; Div. of Premark Intemational, Inc. 2. Colors: For bidding purposes two colors of plastic laminate (PLAM) will be required. C. Hardboard: AHA A135.4. D. Medium- Density Fiberboard: ANSI A208.2, Grade MD- Exterior Glue. E. Particleboard: ANSI A208.1, Grade M- 2- Exterior Glue. F. Softwood Plywood: DOC PS 1. G. Thermoset Decorative Overlay: Particleboard complying with ANSI A208.1, Grade M -2, or medium - density fiberboard complying with ANSI A208.2, Grade MD, with surface of thermally fused, melamine- impregnated decorative paper complying with LMA SAT -1. H. Adhesive: "Focal Point Adhesive"; contact bond adhesive compatible with the trim material. I. Adhesive for Bonding Plastic Laminate Faces: Urea - formaldehyde. 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. 06412 - 3 CNA Architecture —1137 LAMINATE -CLAD WOOD CABINETS J. Adhesive for Bonding Edges: Adhesive specified above for faces. 2.2 COMPONENTS A. Laminated Plastic Covered Casework 1. Quality Standard: AWI Sections 400 and 400B and related sections, Custom grade. a. Construction Style: Flush overlay. b. Construction Type: Multiple self - supporting units. 2. Finish Materials: a. Exposed Surface Materials (including exposed shelving): HGS and VGS plastic laminate. b. Semi - Exposed Shelving: HGS plastic laminate. 1) Semi - Exposed Surfaces including open shelving bodies, upper cabinet tops and bottoms: Melamine panels. 2) Drawer Body: Melamine panel. c. Edgebanding: 1) Exposed Visible Edges of Melamine Bodies: Self- edged, VGS plastic laminate; one piece for full length only. 2) Exposed Visible Edges Doors, Drawers Fronts, Adjustable Shelves: VGS plastic laminate; one piece for full length only. 3) Semi - Exposed Shelf Edges: VGS plastic laminate; one piece for full length only. 4) Drawer Body Edgeband: Self- edged, VGS plastic laminate.; one piece for full length only. 3. Core: a. Doors/Drawers Faces: Particleboard. b. Body Members: Particleboard. c. Drawer Body: Particleboard. d. Drawer Bottom: Hardboard (smooth side visible inside). e. Shelving: Particleboard. 2.3 CABINET HARDWARE A. Hinges - Doors With Pulls: European type, self - closing; all -metal including bosses; 175 degree swing except 100 degree swing where cabinet abuts a wall. Quantity as recommended by manufacturer for size and weight of door. Blum. B. Pulls — Cabinets: Extruded brass wire pulls, 5/16 inch diameter, 3 -1/2 inches hole spacing, through bolted from back side. C. Touch Latches: EPCO AR280 Push Latch. D. Drawer Slides: Cold- rolled steel, zinc plated finish, with steel ball bearing movement, side mount, three - section full extension slides, with drawer stop device. 1. Standard Drawer: Minimum 100 -pound rated load capacity. Accuride Model 7432, or KV No. 8400, full extension. E. Adjustable Shelving Supports in Casework: Provide one of the following: 1. Drill multiple holes and provide metal pins adjustable maximum 1.25 inches o.c. KV No. 333. 07107/00 BUILDING PERMIT 9 w LL 0 ' g L N 0':: uj z � 1- 0 Z r- ILI 111 D 0 0 CO' 0 w W. ZS • — Z ', U co, O z Fatigue Technology, Inc. 06412 - 4 CNA Architecture —1137 LAMINATE -CLAD WOOD CABINETS 2.4 FABRICATION, GENERAL A. Wood Moisture Content: Comply with requirements of referenced quality standard for wood moisture content in relation to ambient relative humidity during fabrication and in installation areas. B. Complete fabrication, including assembly, finishing, and hardware application, to maximum extent possible, before shipment to Project site. Disassemble components only as necessary for shipment and installation. Where necessary for fitting at site, provide ample allowance for scribing, trimming, and fitting. C. Shop cut openings, to maximum extent possible, to receive hardware, appliances, plumbing fixtures, electrical work, and similar items. Locate openings accurately and use templates or roughing -in diagrams to produce accurately sized and shaped openings. Sand edges of cutouts to remove splinters and burrs. 1. Seal edges of openings in countertops with a coat of vamish. 2.5 SHOP FINISHING A. General: Finish architectural woodwork at fabrication shop as specified in this Section. Defer only final touchup, cleaning, and polishing until after installation. PART 3 - EXECUTION 3.1 INSTALLATION A. Quality Standard: Install woodwork to comply with AWI Section 1700 for the same grade specified preceding in this Section for type of woodwork involved. B. Install cabinets level, plumb, true, and straight. Shim as required with concealed shims. Install level and plumb (including tops) to a tolerance of 1/8 inch in 96 inches. C. Scribe and cut cabinets to fit adjoining work, and refinish cut surfaces and repair damaged finish at cuts. D. Install without distortion so doors and drawers fit openings properly and are accurately aligned. Adjust hardware to center doors and drawers in openings and to provide unencumbered operation. Complete installation of hardware and accessory items as indicated. E. Install cabinets with no more than 1/8 inch in 96 -inch sag, bow, or other variation from a straight line. F. Fasten wall cabinets through back, near top and bottom, at ends and not more than 16 inches o.c. with No. 10 wafer -head screws sized for 1 -inch penetration into wood framing, blocking, or hanging strips or No. 10 wafer -head sheet metal screws through metal backing or metal framing behind wall finish. G. Complete the finishing work specified in this Section to extent not completed at shop or before installation of woodwork. Fill nail holes with matching filler where exposed. Apply specified finish coats, including stains and paste fillers if any, to exposed surfaces where only sealer /prime coats were applied in shop. 07/07/00 END OF SECTION BUILDING PERMIT Fatigue Technology, Inc. 06415 -1 CNA Architecture -1137 COUNTERTOPS SECTION 06415 — COUNTERTOPS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Lavatory and lunchroom sink counters. 1. Laminate -clad tops. Related Sections: 1. Section 05500 — Metal Fabrications: Countertop frames and brackets. 2. Section 06412 - Laminate -Clad Wood Cabinets: Shop fabricated base and wall units. 1.2 SUBMITTALS A. Comply with requirements of Section 01330. B. Product Data: Manufacturer's technical information for each type of product specified. Include installation procedures for each type of substrate. B. Plastic Laminate: NEMA LD 3, high pressure decorative laminate (HPDL), low glare fine textured finish. 1. Exposed: GP -50; except PF -42 for postformed surfaces. 2. Backs (including bottom surface of tops): Standard backing sheet, 0.020 -inch. E. Samples for Verification Purposes: Plastic laminate -clad panel products, 8 by 10 inches, for each type, color, pattem, and surface finish, with separate samples of unfaced panel product used for core. Shop Drawings: Indicate location of each item, dimensioned plans and elevations, large -scale details, attachment devices and other components, and relations to adjoining surfaces. Plastic Laminate Samples for Initial Selection Purposes: Manufacturer's color charts consisting of actual units or sections of units showing full range of colors, textures, and pattems available for type of plastic laminate surfacing material indicated. 1.3 QUALITY ASSURANCE A. Comply with applicable sections of Architectural Woodwork Quality Standards published by Architectural Woodwork Institute (AWI). PART 2 - PRODUCTS 2.1 MATERIALS A. General: AWI Premium grade. C. Core Composition Board: Particleboard, average 45 to 48 pcf density. 0.75 -inch minimum thickness. 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. 06415 - 2 CNA Architecture -1137 COUNTERTOPS 2.2 COUNTERTOPS A. Plastic Laminate Tops: 1. Quality Standard: AWI Section 400C and related sections as referenced therein. 2. Construction: a. Type: High pressure decorative laminate (HPDL) laminate clad tops. b. Grade: AWI Premium grade. c. Core: Solid particleboard core, minimum 1.25 inch thick. 3. Edge Treatment: Self- edged, same laminate cladding material as on top surface. 4. Provide cutouts for penetrating fixtures and fittings. Seal contact surfaces of cut edges. 2.3 VANITIES A. Plastic Laminate Vanity Top 1. Quality Standard: AWI Sections 400 and 400C and related sections as referenced therein. 2. Construction: a. Type: High pressure decorative laminate clad tops (HPDL). b. Grade: Premium. c. Core: Exterior grade plywood. 3. Top Finish: Plastic laminate: a. Exposed Surfaces: HGS horizontal surfaces. 4. Top Backer BKL (0.020 inch) underside of tops. 5. Backsplash, Sidesplashes: BKL (0.020 inch) backs of splashes. a. Exposed Edge Treatment: Self- edged, same cladding material as on face; one piece for full length only Top Mounted Backsplashes, Sidesplashes: Self- edged, same cladding material as on face; one piece for full length only. 07/07/00 2.4 - FINISHES A. Plastic Laminate: Color, pattem, and finish as selected from laminate manufacturers' standard products. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify that supporting structures and adjoining construction is solid and completely ready to receive countertop units. B. Ensure that supporting construction is plumb and level to a tolerance of 1/8 inch in 8 feet, with no variations in flushness of adjoining surfaces. 3.2 . INSTALLATION - TOPS A. Where practicable, install each top as a single continuous unit without intermediate joints. B. Where multiple units are necessary, abut top and edge surfaces in one true plane, with intemal support placed to prevent any deflection. 1. Provide flush hairline joints in top units using clamping devices. 2. Make field jointing in same manner as factory jointing, using dowels, splines, adhesives, and fasteners recommended by manufacturer. BUILDING PERMIT Fatigue Technology, Inc. 08415 - 3 CNA Architecture -1137 COUNTERTOPS Countertops: Anchor securely by screwing through comer blocks of base cabinets or other supports into underside of countertop. 1. Install countertops with no more than 1/8 inch in 98 -inch sag, bow, or other variation from a straight line. 2. Secure backsplashes to tops with concealed metal brackets at 16 inches. 3. Calk space between backsplash and wall with sealant specified in Division 7 Section "Joint Sealants." END OF SECTION 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. 07141- 1 CNA Architecture —1137 COLD FLUID - APPLIED WATERFROOFING SECTION 07141 - COLD FLUID - APPLIED WATERPROOFING PART 1 - GENERAL 1.1 SUMMARY A. This Section includes: 1. Two - component, unmodified latex- rubber waterproofing. 2. Plaza deck pavers. 1.2 PERFORMANCE REQUIREMENTS A. Provide waterproofing membrane that prevents the passage of water. 1.3 SUBMITTALS A. Product Data: Include manufacturers written instructions for evaluating, preparing, and treating substrate, technical data, and tested physical and performance properties of waterproofing. B. Shop Drawings: Show locations and extent of waterproofing. Include details for substrate joints and cracks, sheet fleshings, penetrations, inside and outside corners, tie -ins with adjoining waterproofing, and other termination conditions. 1. Include Setting Drawings showing layout, sizes, sections, profiles, and joint details of concrete pavers with paver support assemblies. C. Samples: For the following products: 1. Concrete roof paver, full sized, in each color and texture required. 2. Paver pedestal assembly. D. Installer Certificates: Signed by manufacturers certifying that installers comply with requirements. E. Product Test Reports: From a qualified independent testing agency indicating and interpreting test results of waterproofing for compliance with requirements, based on comprehensive testing of current waterproofing formulations. F. Sample Warranty: Copy of special waterproofing manufacturer's warranty stating obligations, remedies, limitations, and exclusions before starting waterproofing. 1.4 QUALITY ASSURANCE A. Installer Qualifications: A qualified installer who is acceptable to waterproofing manufacturer to install manufacturers products. B. Source Limitations: Obtain waterproofing materials, protection course, through one source from a single manufacturer. C. Preinstallation Conference: Conduct conference at Project site to comply with requirements in Division 1 Section "Project Management and Coordination." Review requirements for waterproofing, including surface preparation specified under other Sections, substrate condition and pretreatment, minimum curing period, forecasted weather conditions, special details and sheet fleshings, installation procedures, testing and Inspection procedures, and protection and repairs. 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. 07141 - 2 CNA Architecture —1137 COLD FLUID - APPLIED WATERFROOFING 1.5 DELIVERY, STORAGE, AND HANDLING A. Deliver liquid materials to Project site in original containers with seals unbroken, labeled with manufacturer's name, product brand name and type, date of manufacture, shelf life, and z directions for storing and mixing with other components. no Ili B. Store liquid materials in their original undamaged containers in a dean, dry, protected location Li. 2 and within the temperature range required by waterproofing manufacturer. u B U V ' C. Remove and replace liquid materials that cannot be applied within their stated shelf life. co o ; co D. Protect stored materials from direct sunlight. N u_ u_ uw 0 1.6 PROJECT CONDITIONS 2 �! g Q A. Environmental Limitations: Apply waterproofing within the range of ambient and substrate D temperatures recommended by waterproofing manufacturer. Do not apply waterproofing to a = 0 damp or wet substrate, when relative humidity exceeds 85 percent, or when temperatures are - 1— W less than 5 deg F above dew point. z � 1. Do not apply waterproofing in snow, rain, fog or mist, or when such weather conditions O are imminent during application and curing period. w u no B. Maintain adequate ventilation during application and curing of waterproofing materials. 8 ° oI- 1.7 WARRANTY _ W A. Manufacturer's Warranty: Written warranty, signed by waterproofing manufacturer and Installer ' , LL agreeing to repair or replace waterproofing that does not comply with requirements or that does z not remain watertight within specified warranty period. 0 1. Warranty does not include failure of waterproofing due to failure of substrate prepared 0 and treated according to requirements or formation of new joints and cracks in substrate z that exceed 1/16 inch in width. 2. Warranty Period: Five years after date of Substantial Completion. 3. Warranty includes removing and reinstalling protection boani, drainage panels, insulation, pedestals, and pavers on plaza decks. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, the following: 1. Two - Component, Unmodified Latex- Rubber Waterproofing: a. W. R. Grace & Co.; Procor. 2.2 WATERPROOFING MATERIALS A. General: Provide waterproofing materials recommended by manufacturer to be compatible with one another and able to develop bond to substrate under conditions of service and application, as demonstrated by waterproofing manufacturer based on testing and field experience. 1. Produce waterproofing materials suitable for application to vertical, horizontal, and sloped substrates, as applicable. 2. Provide waterproofing materials with not less than 90 percent solids. 07/07/00 BUILDING PERMIT 07/07/00 Fatigue Technology, Inc. 07141 - 3 CNA Architecture —1137 COLD FLUID- APPLIED WATERPROOFING B. Cold Fluid - Applied Waterproofing: Comply with ASTM C 836, with manufacturer's written physical requirements, and as follows: 1. Two - component, unmodified latex- rubber waterproofing. 2.3 AUXILIARY MATERIALS A. Primer. Manufacturer's standard, factory - formulated polyurethane or epoxy primer. B. Sheet Flashing: 50 -mil- minimum, nonstaining uncured sheet neoprene. 1. Adhesive: Manufacturer's recommended contact adhesive. C. Reinforcing Strip: Manufacturer's recommended fiberglass mesh or polyester fabric. D. Joint Sealant: Multicomponent polyurethane sealant, compatible with waterproofing, complying with ASTM C 920 Type M, Class 25; Grade NS for sloping and vertical applications or Grade P for deck applications; Use NT exposure; and as recommended by manufacturer for substrate and joint conditions. 1. Backer Rod: Closed -cell polyethylene foam. Protection Board: 1. Horizontal Surfaces: Premolded, semi -rigid asphaltic hardboard consisting of bitumen, mineral core, and reinforcement, minimum 60 psi. Bituthene Asphaltic Hardboard. a. Surfaces Receiving Concrete Pavres: 1/8 -inch thick. 2.4 PLAZA DECK PAVERS A. Concrete Pavers: Wausau Tile Terra -Paver Type 3 Cotillion FDX pavers with Terr - Adjust pedestals. 1. Properties: a. Face Size: b. Thickness: c. Compressive Strength: d. Flexural Strength: e. Water Absorption: f. Freeze Thaw: g. Center Load: PART 3 - EXECUTION 3.1 EXAMINATION ASTM C140 ASTM C293 ASTM C140 ASTM C67 WCTL 24 by 24- inches 2 inches = >7000 psi = >600 psi 5 to 6 precent =< 1 percent loss of dry weight 1,750 pounds A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements and other conditions affecting performance. 1. Verify that concrete has cured and aged for minimum time period recommended by waterproofing manufacturer. 2. Verify that substrate is visibly dry and free of moisture. Test for capillary moisture by plastic sheet method according to ASTM D 4263. 3. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 SURFACE PREPARATION A. Clean and prepare substrate according to manufacturer's written recommendations. Provide clean, dust -free, and dry substrate for waterproofing application. BUILDING PERMIT Fatigue Technology, Inc. 07141 - 4 CNA Architecture —1137 COLD FLUID - APPLIED WATERFROOFING B. Mask off adjoining surfaces not receiving waterproofing to prevent spillage or overspray affecting other construction. C. Close off deck drains and other deck penetrations to prevent spillage and migration of waterproofing fluids. D. Remove grease, oil, bitumen, form - release agents, paints, curing compounds, and other penetrating contaminants or film - forming coatings from concrete. E. Remove fins, ridges, and other projections and fill honeycomb, aggregate pockets, and other voids. 3.3 PREPARATION AT TERMINATIONS AND PENETRATIONS A. Prepare vertical and horizontal surfaces at terminations and penetrations through waterproofing according to ASTM C 898 and manufacturer's written instructions. B. Prime substrate, unless otherwise instructed by waterproofing manufacturer. C. Apply a double thickness of waterproofing and embed a joint reinforcing strip in preparation coat when recommended by waterproofing manufacturer. 1. Provide sealant cants around penetrations and at inside corners of deck -to -wall butt joints when recommended by waterproofing manufacturer. 3.4 JOINT AND CRACK TREATMENT A. Prepare, treat, rout, and fill joints and cracks in substrate according to ASTM C 898 and waterproofing manufacturer's written instructions. Remove dust and dirt from joints and cracks complying with ASTM D 4258 before coating surfaces. 1. Comply with ASTM C 1193 for joint - sealant installation. 2. Apply bond breaker between sealant and preparation strip. 3. Prime substrate and apply a single thickness of preparation strip extending a minimum of 3 inches along each side of joint. Apply a double thickness of waterproofing and embed a joint reinforcing strip in preparation coat. 3.5 WATERPROOFING APPLICATION A. Apply waterproofing according to ASTM C 898 and manufacturer's written instructions. B. Start installing waterproofing in presence of manufacturer's technical representative. C. Apply primer over prepared substrate. D. Mix materials and apply waterproofing by spray, roller, notched squeegee, trowel, or other application method suitable to slope of substrate. 1. Apply one or more coats of waterproofing to obtain a seamless membrane free of entrapped gases, with an average dry film thickness of 60 mils and a minimum dry film thickness of 50 mils at any point. 2. Apply waterproofing to prepared wall terminations and vertical surfaces. 3. Verify wet film thickness of waterproofing every 100 sq. ft.. E. Install protection course with butted joints over nominally cured membrane before starting subsequent construction operations. 3.6 PLAZA DECK PAVER INSTALLATION 07/07/00 BUILDING PERMIT 7U; o ': 0 w 9 CO u.: w O LU E- O Z 11J w U u) ; o w w Z r ..z O H z B. Accurately install adjustable- height pedestals and other accessories to elevations required. Adjust for final level and slope with shims. 1. Fill pedestal with concrete mix, strike smooth with top of pedestal, and cure according to ACI 301. Fatigue Technology, Inc. 07141 - 5 CNA Architecture —1137 COLD FLUID - APPLIED WATERFROOFING A. Install concrete pavers and paver supports in locations indicated according to manufacturer's written instructions. C. Loosely lay pavers on pedestals, maintaining a uniform open joint width. Tightly seat pavers against spacers to eliminate lateral movement or drift of paving assembly. Align joint patterns parallel in each direction. 1. Lay out pavers to avoid less -than - half -width pavers at perimeter or other terminations. D. Install pavers to not vary more than 1/16 inch in elevation between adjacent pavers or more than 1/18 inch from surface plane elevation of individual paver. E. Maintain tolerances of paving installation within 1/4 inch in 10 feet of surface plane in any direction. 3.7 FIELD QUALITY CONTROL A. Flood Testing: Flood test each deck area for leaks, according to recommendations in ASTM D 5957, after completing waterproofing but before overlying construction is placed. Install temporary containment assemblies, plug or dam drains, and flood with potable water. 1. Flood to an average depth of 2 -1/2 inches with a minimum depth of 1 inch and not exceeding a depth of 4 inches. Maintain 2 inches of clearance from top of sheet fleshings. 2. Flood each area for 72 hours. 3. After flood testing, repair leaks, repeat flood tests, and make further repairs until waterproofing installation is watertight. 3.8 CURING, PROTECTING, AND CLEANING A. Cure waterproofing according to manufacturer's written recommendations, taking care to prevent contamination and damage during application stages and curing. 1. Do not permit foot or vehicular traffic on unprotected membrane. B. Protect waterproofing from damage and wear during remainder of construction period. C. Clean spillage and soiling from adjacent construction using cleaning agents and procedures recommended by manufacturer of affected construction. END OF SECTION 07/07/00 BUILDING PERMIT co W0 u_ a; z F 0 - W uJ ;w = V; z, U N' 0 h . z B. Related Sections: 1. Section 03300 - Cast -In -Place Concrete. 2. Section 03470 — Tilt -Up- Precast Concrete. 3. Section 04220 - Concrete Unit Masonry. 1.2 SUBMITTALS A. Comply with requirements of Section 01330. Fatigue Technology, Inc. 07190 -1 CNA Architecture -1137 WATER REPELLENTS SECTION 07190 - WATER REPELLENTS PART 1- GENERAL 1.1 SUMMARY A. Section Includes: Weatherproof and seal above grade exposed vertical and nontraffic m horizontal surfaces of brick masonry, precast concrete, designated formed concrete, and unpainted concrete masonry units with applications of clear, penetrating water repellent. N 0 fn w' w O u.a d ' w B. Product Data: Manufacturer's current technical specifications, surface preparation and z application instructions, recommendations for water repellents for each surface specified, and g{ protection and cleaning instructions. Include data substantiating that materials are w w recommended by manufacturer for applications indicated and comply with requirements. > 0 1.3 QUALITY ASSURANCE ; A. Installer Qualifications: Engage an experienced installer who employs only persons trained and w w' approved by water repellent manufacturer for application of manufacturer's products. u_ B. Pre - Application Meeting: Schedule and conduct meeting of interested and concerned parties to z' discuss extent of the project and proper application procedures of water repellents. Ensure N attendance of water repellent manufacturer's representative, applicator, masonry supplier, r= I <precast concrete supplier,> and Architect. z z C. Pre - Testing: Test each type of masonry surface before overall application to ensure material compatibility and desired water repellency. 1. Apply to designated areas, each minimum 48 inches by 48 inches. 2. Allow to dry, and obtain examination and approval. 1.4 JOB CONDITIONS A. Environmental Requirements: 1. Apply water repellents only to dry surface. Do not apply water repellents to surfaces which have been wet or rained on at any time during the four preceding days or when rain is anticipated within four hours following application. 2. Apply water repellents when temperature is 40 degrees F (4 degrees C) or above and expected to remain so for at least 24 hours following application. 3. Protect masonry and precast concrete work from rain during construction. Cover the cap at end of each day's work. B. Scheduling and Sequencing: 1. Allow precast concrete and formed concrete, including repair work, to cure 28 days before treating. 2. Do not apply water repellent until sealants for joints adjacent to surfaces receiving water repellent have been installed and cured. 10/3/96 BUILDING PERMIT Fatigue Technology, Inc. 07190 - 2 CNA Architecture -1137 WATER REPELLENTS 1.5 WARRANTY A. Ensure that the conditions of warranty have been fully met in accordance with manufacturer's requirements. B. Submit a written warranty executed by the Applicator and water repellent manufacturer covering materials and labor, agreeing to repair or replace materials that fail to provide water repellency within the specified warranty period. This warranty shall be in addition to, and not a limitation of, other rights the Owner may have against the contractor under the Contract Documents. C. Warranty Period: Five years from date of Substantial Completion. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Approved Manufacturers: 1. Fabrikem Chemicals International Inc., and distributed by Mutual Materials, Bellevue, WA (1- 800 - 477 - 3008). 2. Hills America Inc. 3. ProSoCo Inc. B. Substitutions: Comply with requirements of Section 01630. 2.2 WATER REPELLENTS A. Type: Chemically reactive, clear, penetrating, nonstaining, breathable sealer. B Existing Exposed Aggregate Concrete Treatment (After Cleaning): 1. Composition: Clear silane or silane - siloxane compound carried in a solvent diluent. 2. Approved Products: a. Fabrishield 761 Silane /Siloxane Water Repellent as manufactured by Fabrikem Chemicals International Inc. b. Chem -Trete BSM-40 as manufactured by Hills America Inc. c. Sure Klean Weather Seal SL 40 as manufactured by ProSoCo Inc. C. Concrete Block (CMU) / Clay Brick Treatment: 1. Composition: Blend of modified siloxane or silane /siloxane monomers and polymers carried in an aliphatic hydrocarbon diluent 2. Approved Products: a. Fabrishield 653 Siloxane /Quartz Water Repellent as manufactured by Fabrikem Chemicals International Inc. b. Chem -Trete PB as manufactured by Hills America Inc. c. Sure Klean Weather Seal H40 silicic ester - silane blend as manufactured by ProSoCo Inc. PART 3 - EXECUTION 3.1 PREPARATION A. Verify that construction to be treated is sound and to standard established by specified requirements. B. Clean substrate of substances that might interfere with penetration or performance of water repellents. 1. Test substrate for moisture content according to repellent manufacturer's instructions to ensure that surface is sufficiently dry. 2. Test substrates to receive silanes or siloxanes for pH level according to repellent manufacturer's instructions to ensure chemical bond to silicate minerals. 10/3/96 BUILDING PERMIT .,k:^ .r.: ", .�+�yl.a�..s..a ,....ln ,: �: � __ ���... a-+• mW1u'. Uti:' ii,: lw. ri:C dtur]: tG.. �: tiiJu .>iiei;,crt.uf.sf;.'",'n,i: �w.ia:"w.,iiu.ttarsr.+.k.4 i..;e.r'3tw Fatigue Technology, Inc. 07190.3 CNA Architecture -1137 WATER REPELLENTS C. Protect adjoining work, including sealant bond surfaces, from spillage or blow -over of water repellent. 1. Cover adjoining or nearby surfaces of aluminum and glass where there is the possibility of water repellent being deposited on surfaces. 2. Cover live plants and grass. 3. Immediately clean water repellent from adjoining surfaces, complying with manufacturer's cleaning recommendations. 3.2 APPLICATION A. Apply water repellents by means of hand -held manual pump, low pressure sprayer (e.g., Hudson, Chapin, Burke), or similar device. Do not use airless paint spraying equipment. B. Apply unthinned water repellents in accordance with manufacturer's instructions. C. Spray a light mist or fog coat over surfaces to be coated to break surface tension of the substrate. Apply water repellents in a uniform, heavy- saturation spray coating at rate recommended by manufacturer, allowing approximately stipulated rundown from point of contact. 1. Actual coverage will vary according to absorbency of the substrate receiving treatment. 2. Consult manufacturer for more specific information conceming coverage rates. Remove protective coverings from adjacent surfaces. 10/3/96 END OF SECTION BUILDING PERMIT Fatigue Technology, Inc. 07195 -1 CNA Architecture -1137 CONCRETE FLOOR SEALERS SECTION 07195 - CONCRETE FLOOR SEALERS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Waterproof and seal interior exposed horizontal surfaces of concrete slabs with applications of special sealer finishes (CONC9). 1. Prepare slabs to receive floor treatment, including removal of residual bond breaker material. 2. Oil- resistant sealer (ORS). 3. Standard concrete hardener /sealer (SLR) finish, second coat application. B. Related Sections: t Section 03300 - Cast -In -Place Concrete: Concrete curing compound and bond breaker materials. 1.2 SUBMITTALS A. Comply with requirements of Section 01330. B. Product Data: Manufacturer's product data sheets, current technical specifications and installation instructions. C. Certificates: Submit sealer manufacturer's certification obtained under Quality Assurance article. 1.3 QUALITY ASSURANCE A. Applicator Qualifications: Use applicator having minimum of two years experience in applying products of the type specified in this Section. B. Single Source Responsibility: Obtain each concrete sealer product from a single source and manufactured or recommended by one manufacturer. C. Product Compatibility: Obtain written certification from sealer manufacturer that each sealer product is formulated to function with the others as part of a compatible system. D. Pre- application Meeting: Schedule and conduct conference of interested parties to review detailed requirements for proper procedures for preparation of concrete floor surfaces and application of floor sealers. 1. Review conditions and topics which may affect sealing of concrete, including but not necessarily limited to: a. Survey of existing concrete surfaces to determine age and nature of previous treatment, relative condition of various surface areas, traffic patterns, types of surface contamination. b. Adequacy and suitability of proposed treatment for project conditions. c. Compatibility of specified products. 2. Establish procedures to coordinate treatment of existing concrete with treatment proposed for new concrete surfaces. 3. Ensure attendance of sealer manufacturer's representative, applicator, and Owner's Representative. E. Pre - Testing: Test representative slab surface before overall application to ensure material compatibility and desired water repellency. 1. Apply to designated areas, each minimum 48 inches by 48 inches. 2. Allow to dry, and obtain examination and approval. 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. 07195 - 2 CNA Architecture -1137 CONCRETE FLOOR SEALERS 1.4 JOB CONDITIONS A. Environmental Requirements: Apply floor sealers only to dry surfaces. Do not apply sealer to surfaces which have been washed or saturated at any time during the four preceding days or when rain is anticipated within four hours following application. B. Scheduling and Sequencing: 1. Complete patching, repair, or replacement of concrete floor slab areas before beginning work of this Section. 2. Complete calking of control joints before applying concrete floor sealers. 1.5 WARRANTY A. Ensure that the conditions of warranty have been fully met in accordance with manufacturer's requirements. B. ; Secure from the manufacturer a written warranty for the water- resistance capability of the treated floor slab upon proper installation and completion of the project. PART 2- PRODUCTS 2.1 MANUFACTURER A. Approved Manufacturers: Subject to compliance with requirements, provide specified products of firms listed below. B. Substitutions: Comply with requirements of Section 01630. 2.2 CONCRETE SEALERS A. 01I- Resistant Sealer: Modified aqueous thermoplastic acrylic polymer system, resistant to grease, motor oils, gasoline, and hydraulic fluid spills; compatible with penetrating concrete curing compound and sealer. Ultra Coatings UC -40 Aqua II Clear Topcoat Sealer; or Dayton Superior Day -Chem Tuf Seal (J -35); or Nox -Crete Sieglac. B. Concrete Hardener /Sealer: Clear, penetrating, chemically reactive, water -based one- component silicone by- product sealer, nonyellowing, compatible with subsequent application systems. LNM Seal Hard; or Dayton Superior Sure Hard (J -17); or Ashford Formula; or Ultra Coatings UC -40 Concrete Sealer 675. 2.3 RELATED MATERIALS A. Concrete Cleaner. Nonresidue- producing material recommended and approved by sealer manufacturer PART 3 - EXECUTION 3.1 PREPARATION A. Verify that concrete floors are sound. B. Verify that previous sealers and treatments are compatible with work in this Section. C. Mask or otherwise protect glass, metals, and other materials not specified to receive concrete floor sealers. D. Surface Preparation: 1. Clean concrete surfaces to ensure removal of all traces of wax, synthetic finish, dirt, soap film, and other substances that might affect sealer penetration. 2. Use approved cleaner, diluted as recommended by manufacturer for application. 3. Spray generous amount of cleaner on surface, and scrub lightly. 4. Rinse; scrub lightly. Rinse again thoroughly. 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. 07195 - 3 CNA Architecture -1137 CONCRETE FLOOR SEALERS 5. AIIow surface to dry completely before applying concrete sealer. E. Ensure that concrete surfaces are clean, dry, free from efflorescence, oils, paint, and other contaminants. 3.2 APPLICATION A. General: Apply concrete floor treatment materials according to manufacturer's printed instructions. B. Oil- Resistant Sealer (ORS): Apply two coats of oil resistant sealer on exposed concrete floors of machine and engine work areas. 1. Apply sealer with low pressure spray, Iamb's wool applicator, roller, or soft brush. 2. Apply uniformly without puddles. 3. AIIow sealer to dry (usually 2 to 4 hours at 70 degrees F). 4. Apply second coat of sealer after first coat is dry. 5. AIIow to dry and cure for 12 hours before opening treated areas to construction traffic. C. Standard Concrete Hardener /Sealer (SLR) Finish: Apply second coat of concrete hardener /sealer to all exposed interior concrete floors except where ARC or ORS finish is indicated. 1. Apply hardener /sealer with cotton cloth, applicator, mop, pump -up sprayer, or soft brush. 2. Saturate surface. Keep surface wet by gently moving fluid with brush or street broom. Do not allow surface to dry during first 5 to 10 minutes after application. (Note that actual coverage -rate of hardener /sealer may vary depending upon porosity of concrete.) After 5 to 10 minutes, blot excess fluid from concrete with cotton cloth or squeegee and wet -vac, leaving surface appearance moist but not wet. Make sure that hardener /sealer does not "puddle" or dry on surface; otherwise, white residue will appear when dry. 4. AIIow to dry and cure for 24 hours before opening treated areas to construction traffic. . Some hardener /sealer manufacturers recommend low speed buffing of floors to increase durability and luster of the concrete finish. Where buffing of product is recommended, buff designated applicable floors upon instructions of Owner. 07/07/00 END OF SECTION BUILDING PERMIT Fatigue Technology, Inc. 07210 -1 CNA Architecture -1137 BUILDING INSULATION r SECTION 07210 - BUILDING INSULATION PART 1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Batt thermal insulation in wall conditions - Insulation Types 1 & 414a. 2. Rigid board perimeter insulation below grade - Insulation Type 8. 3. Loose -fill building insulation. 4. Safing insulation. B. Related Sections: 1. Section 04810 — Unit Masonry Assemblies. 2. Section 07534 — Elastomeric Membrane Roofing — Mechanically Fastened: Rigid insulation board on roof deck. 3. Section 08920 — Glazed Aluminum Curtain Wall. 4. Section 09820 — Acoustical Insulation And Barriers: Sound attenuation batts/blankets. 1.2 DEFINITIONS A. Thermal resistivity or r -value represents rate of heat flow through homogenous material exactly 1 inch thick and is expressed by temperature difference in degrees F between two exposed faces required to cause 1 BTU to flow through 1 square foot per hour at standard mean temperatures. B. Thermal resistance or R -value represents rate of heat flow through homogenous material of given thickness calculated by the resistivity (r- value) of the unit thickness (1 inch) times the actual thickness of the material. C. The definition of the air barrier for the purposes of these specifications is a continuous vapor permeable air barrier liquid membrane in systems utilizing an interior vapor barrier, including joints if membrane to adjacent construction which stops outside air from entering the building through walls, windows or roof, and inside air from exfiltrating through the building envelope to the outside. 1.3 SYSTEM DESCRIPTION A. Performance Requirements: Systems to provide continuity of thermal insulation and vapor retarder at scheduled locations. B. Thermal Resistance: As scheduled or as required by the Washington State Energy Code, with values determined by ASTM C 518 in accordance with six month conditioning procedure outlined in RIC/TIMA Technical Bulletin 281 -1. C. Fire Performance Characteristics: Provide insulation with fire performance characteristics indicated per ASTM E 136 and ASTM E 84, as applicable, and which correspond to products listed in UL Fire Resistance Directory or UL Building Materials Directory. 07/07/00 BUILDING PERMIT Uf V ca g W W J W O, u- Q: co a z p g uJ W D uJ W } O : U N' i Of z Fatigue Technology, Inc. 07210 - 2 CNA Architecture - 1137 BUILDING INSULATION 1.4 SUBMITTALS A. Comply with requirements of Section 01330. B. Product Data: Submit manufacturer's product literature and installation instructions for each type of insulation required. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Subject to compliance with requirements, manufacturers offering insulation products that may be incorporated in the Work included the following: 1: Blanket Insulation (Types 1 and 4 /4a): a. CertainTeed Corporation b. Johns Manville c. Knauf Fiber Glass d. Owens/Corning Fiberglas Corporation . Extruded Polystyrene Board Insulation (Type 8): a. Amoco Foam Products Co. b. Divers'Foam Products c. Dow Chemical Company d. UC Industries, Inc. Perlite Loose -Fill Insulation: a. Producer Members of Per lite Institute Inc. . Safing Insulation: a. Cafco Industries Ltd. b. Fibrex Inc. c. USG Thermafiber, USG Interiors, Inc. B. Substitutions: Comply with requirements of Section 01630. 2.2 MATERIALS A. General: Provide preformed units in sizes to fit applications indicated, selected from manufacturer's standard thicknesses, widths, and lengths. B. Type 1 - Mineral Fiber Blanket/Batt Insulation: ASTM C 665, Type I (blankets without membrane coverings): 1. Mineral. Fiber. Type: Fibers manufactured from glass. 2. Combustion Characteristics: Unfaced materials pass ASTM E 136. 3. Surface Buming Characteristics: Maximum flame spread and smoke developed values of 10 and 10 respectively. 4. ICBO Construction Classification: All types. 5. Facing: None. 6. Thickness: As required to provide R value as scheduled. C. Type 2 - Mineral Fiber Blanket/Batt Insulation: Not used. D. Type 3 - Mineral Fiber Blanket/Batt Insulation: Not used. 07/07/00 BUILDING PERMIT w• CNA Architecture -1137 BUILDING INSULATION Fatigue Technology, Inc. 07210 - 3 E. Type 4 - Faced Mineral Fiber Blanket Insulation: ASTM C 665, Type III (blankets with reflective vapor retarder membrane on one face), Class A (membrane -faced surface with flame spread of 25 or less). 1. Mineral Fiber Type: Fibers manufactured from glass. 2. Combustion Characteristics: Unfaced materials pass ASTM E 136. 3. Surface Burning Characteristics: Maximum flame spread and smoke developed values of 25 and 50 respectively. 4. ICBO Construction Classification: All types. 5. Facings: a. Type 4: Laminated foil, reinforced scrim, and brown kraft paper (FRK or FSK). b. Type 4a: Laminated Tight reflective white polypropylene- scrim -kraft (PSK). 6. Vapor Permeance: 0.10 Perms maximum. 7. Thickness: As required to provide R -value as scheduled. 8. Product: a. Type 4: Same as Owens Coming Flame Spread 25 FRK- faced. b. Type 4a: Same as Owens Coming Flame Spread 25 PSK- faced. F. Type 5 - Faced Mineral Fiber Blanket Insulation: Not used. G. Type 6 . Semi -Rigid Insulation Board: Not used. H. Type 7 - Semi -Rigid Curtainwail Insulation Board: Not used. Type 8 - Rigid Insulation Board: ASTM C 578, Type IV, extruded polystyrene foam, closed cell structure and integral high density skin formed by the expansion of polystyrene base resin in an extrusion process. 1. Compressive Strength: 25 pounds per square inch minimum. 2. Perm Rating: 1.1 maximum. 3. Thermal Resistivity: r = 5.4 at 40 degrees F, 5.0 at 75 degrees F (5 -year aged values.) 4. Density: 1.60 pounds per cubic foot minimum. 5. Water Absorption: 0.3 percent maximum. 6. Thickness: As required to provide conditioned R value as indicated. 7. Product: Same as Owens Coming Foamular 250. J. Perlite Loose -Fill Insulation: ASTM C 549, Type II (surface treated for water repellency and limited moisture absorption), with a thermal resistance for 4.1- to 7.4-lb/cu. ft. (65.6- to 118.5 - kg/cu. m) insulation of 3.3 to 2.8 deg F x h x sq. ft/Btu at 75 deg F (0.58 to 0.49 K x sq. m/W at 24 deg C) for 1- inch (25.4 -mm) thickness. K. Safing Insulation: Semi -rigid fiber board designed for use as a firestop at openings between edge of slab and exterior curtain wall panels, produced by combining semi - refractory mineral fiber with thermosetting resin binders to comply with ASTM C 612, Class 1 and 2; nominal density of 4.0 pcf and 8.0 pcf; passing ASTM E 136 for combustion characteristics; r -value of 4.0 at 75 degrees F. 2.3 ACCESSORIES A. Adhesive: Product with demonstrated capability to bond insulation or mechanical anchors securely to substrates indicated without damaging or corroding either Insulation, anchors, or substrates. B. Tape: Bright aluminum or polyester self - adhering type, mesh reinforced, of type recommended by insulation or vapor retarder manufacturer. 07/07/00 BUILDING PERMIT reiu U � g J LL ( uj g Q cs 1--w z i- 2 , gyp; 0 - vi • LL I V O ~` z Fatigue Technology, Inc. 07210 - 4 CNA Architecture -1137 BUILDING INSULATION 2.4 INSULATION FASTENERS A. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, the following: 1. Adhesively Attached, Spindle -Type Anchors: a. AGM Industries, Inc.; Series T TACTOO Insul- Hangers. b. Eckel Industries of Canada Limited; Stic -Klip Type N Fasteners. c. Gemco; Spindle Type. 2. Insulation- Retaining Washers: a. AGM Industries, Inc.; RC150. b. AGM Industries, Inc.; SC150. c. Gemco; Dome -Cap. d. Gemco; R -150. e. Gemco; S -150. 3. Anchor Adhesives: a. AGM Industries, Inc.; TACTOO Adhesive. b. Eckel Industries of Canada Limited; Stic -Klip Type S Adhesive. c. Gemco; Tuff Bond Hanger Adhesive. B. Adhesively Attached, Spindle -Type Anchors: Plate welded to projecting spindle; capable of holding insulation of thickness indicated securely in position indicated with self - locking washer in place; and complying with the following requirements: 1. Plate: Perforated galvanized carbon -steel sheet, 0.030 inch thick by 2 inches square. 2. Spindle: Copper- coated, low carbon steel, fully annealed, 0.105 inch in diameter, length to suit depth of insulation indicated. C. Insulation- Retaining Washers: Self - locking washers formed from 0.016 -inch- thick galvanized steel sheet, with beveled edge for increased stiffness, sized as required to hold insulation securely in place, but not less than 1 -1/2 inches square or in diameter. D. Anchor Adhesive: Product with demonstrated capability to bond insulation anchors securely to substrates indicated without damaging insulation, fasteners, and substrates. PART 3 - EXECUTION 3.1 EXAMINATION AND PREPARATION A. Examine substrates and conditions, with Installer present, to determine if conditions affecting performance of insulation are satisfactory. B. Do not proceed with installation of insulation until unsatisfactory conditions have been corrected. - C. Clean substrates of substances harmful to insulations or vapor retarders. 3.2 INSTALLATION - GENERAL A. Apply insulation units to substrates by method indicated, complying with manufacturer's written instructions. If no specific method is indicated, bond units to substrate with adhesive or use mechanical anchorage to provide permanent placement and support of units. B. Set vapor - retarder -faced units with vapor retarder to warm side of construction, unless otherwise indicated. Do not obstruct ventilation spaces, except for firestopping. 1. Tape joints and ruptures in vapor retarder, and seal each continuous area of insulation to surrounding construction to ensure airtight installation. 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. 07210 - 5 CNA Architecture -1137 BUILDING INSULATION C. Install mineral -fiber blankets in cavities formed by framing members according to the following requirements: 1. Use blanket widths and lengths that fill the cavities formed by framing members. If more than one length is required to fill cavity, provide lengths that will produce a snug fit between ends. 2. Place blankets in cavities formed by framing members to produce a friction fit between edges of insulation and adjoining framing members. D. Perimeter Insulation - Vertical Surfaces: 1. Install continuous rigid insulation board at foundation as indicated. 2. Set units in adhesive applied in accordance with manufacturer's instructions. E. Fit insulation tight in spaces, leaving no gaps or voids. F. Install friction fit insulation tight to framing members. G. Install horizontal Type '4' batt insulation with vapor retarder facing exposed to view. 1. Fasten with adhesively attached, spindle -type anchors. Use minimum 6 anchors per blanket 2'-0" x 8' -0" and smaller, 8 anchors for blankets to 4' -0" x 8'-0 ". 2. Place anchors 3 — 6- inches from edge of blanket. 3. After adhesive has dried, install board insulation by pressing insulation into position over spindles and securing it tightly In place with insulation- retaining washers, taking care not to compress insulation below indicated thickness. H. Place loose -fill insulation into spaces shown, either by pouring or by machine blowing to comply with ASTM C 1015. Level horizontal applications to uniform thickness as indicated, lightly settle to uniform density, but do not compact excessively. 3.3 SAFING INSULATION APPLICATION A. Clean substrate of dirt, dust, grease, oil, efflorescence, loose material or other matter. B. Install safing insulation to fill gap between edge of concrete floor slab and back of exterior spandrel panels. C. Cut safing insulation wider than gap to be filled to ensure compression fit and seal joint between insulation and edge of slab with calking approved by safing insulation manufacturer for this purpose. D. Leave no voids in completed installation. 07/07/00 END OF SECTION Ru,� i. k....." r" �S' ��.. a.'+_. tii. �lx .t.':S:a;�........}..:l:ari� 1.i:r.•rG.�ka..y BUILDING PERMIT ;4* Fatigue Technology, Inc. 07430 -1 CNA Architecture — 883 COMPOSITE PANELS SECTION 07430 - COMPOSITE PANELS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Factory- assembled flat faced, insulated, aluminum composite panel units for exterior p walls and screens. rn 0 2. Related periphery trim, associated fleshings, closures, and fasteners. B. Related Sections: u.` 1. Cold - Formed Metal Framing: Structural and light gage framing. See Structural General w O: Notes on S -Series Drawings. 2 ' 2. Section 07467 — Steel Siding: Roll formed steel panels for roof screens. Q 3. Section 07620 — Sheet Metal Flashing and Trim: Roof and wall flashing and other sheet metal work. _ d 4. Section 07920 — Joint Sealers: Field applied panel sealants. 1 z 1.2 SYSTEM REQUIREMENTS z 0 A. Design Requirements: 2 uj 1. Provide horizontal panel application having a 0.500 -inch rain screen principle gap v joinery. o — 2. Provide a wall panel system having no exposed wet sealants, tape, or battens. uj B. System Performance Requirements: U ` 1. Provide certified test results by a recognized testing laboratory or agency in accordance with specified test methods for each system. z '. 2. Structural: Pass test design loading of 20 pounds per square foot, positive or negative v N wind load, when tested per ASTM E 72, with deflection limit of L1180 under positive load. 3. Panel Bond Strength: No metal corrosion or delamination shall occur after 500 hours at z 120 degrees and 100 percent relative humidity. 4. Air Infiltration: Provide wall panel systems with an air infiltration rate of not more than 0.06 cfm per square foot of fixed wall area when tested in accordance with ASTM E 283 at a static air pressure differential of 1.56 psf. 5. Water Penetration: Provide panel systems with no water penetration as defined in the test method when tested in accordance with ASTM E 331 at an inward static air pressure differential of not Tess than 6.24 psf. 1.3 SUBMITTALS A. Comply with requirements of Section 01330. B. Product Data: Include manufacturer's current product specifications, standard details, certified product test results, installation instructions, and general recommendations as applicable to materials and finishes for each component and for total panel system. C. Samples for Initial Selection Purposes: In form of manufacturer's color charts or chips showing full range of colors, textures, and pattems available for wall panels with factory applied finishes. D. Samples for Verification Purposes: Provide sample panels 12 inches long by actual panel height, in the profile, style, color, and texture indicated. Include chips, fasteners, closures, and other panel accessories. 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. 07430 - 2 CNA Architecture — 883 COMPOSITE PANELS E. Shop Drawings: Where manufacturer's published standard details are required to be modified, identify locations of modified panels and show details of special edge conditions, joints, comers, panel profiles, supports, anchorages, trim, fleshings, closures, and other special details. Distinguish between factory and field assembly work. 1.4 QUALITY ASSURANCE A. Field Measurements: 1. Where possible, prior to fabrication of panels, take field measurements of structure or substrates to receive panel system. 2. Allow for trimming panel units where final dimensions cannot be established prior to fabrication. 1.5 DELIVERY, STORAGE, AND HANDLING A. Deliver panels and other components so they will not be damaged or deformed. Package wall panels for protection against transportation damage. . Handling: Exercise care in unloading, storing, and erecting wall covering panels to prevent bending, warping, twisting, and surface damage. C. Stack materials on platforms or pallets, covered with tarpaulins or other suitable weathertight, ventilated covering. 1. Store metal wall panels so that they will not accumulate water. 2. Do not store panels in contact with other materials that might cause staining, denting, or other surface damage. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Manufacturer. Basis of design is Alucobond wall panel assembly as manufactured by A -T -I (Alucobond Technologies Inc.). Acceptable Manufacturers: Subject to compliance with requirements, including design and performance requirements specified in Part 1 of this Section, other manufacturers offering metal wall panel systems which are judged by the Architect to be equivalent to the specified system may be accepted for the Work. C. Substitutions: Comply with requirements of Section 01630. 2.2 MANUFACTURED WALL PANELS A. Description: Composite material composed of two sheets of aluminum bonded to each face of foam insulation core. B. Aluminum Facings: 0.020 -inch nominal gage sheet. C. Core: Proprietary polyethylene foam. D. Panel Thickness: 6 mm. E. Profile: 1. Type 1 — Molded: As indicated on Drawings. 2. Type 2 — Flat: Maximum 0.8 percent bow, length or width. F. Panel Sizes: As indicated on Drawings. 07/07/00 BUILDING PERMIT 7 2.3 METAL FINISHES A. General: Apply coatings either before or after forming and fabricating panels, as required by coating process and as required for maximum coating performance capability. 1. Protect coating either by application of strippable film or by packing plastic film or other suitable material between panels in a manner to properly protect the finish. 2. Fumish air-drying spray finish in matching color for touch -up. B. High - Performance Organic Coating: AA- C12C42R1x; surface prepared, pretreated, and coating applied to exposed metal surfaces to comply with coating and resin manufacturer's instructions. 1. Fluorocarbon 2 -Coat Coating System: Manufacturer's standard 2 -coat thermocured system, complying with AAMA 605.2, composed of specially formulated inhibitive primer and fluorocarbon color topcoat containing not less than 70 percent polyvinylidene fluoride resin by weight. 2. Color and Gloss: Silver Metallic 2 -30-XL (Alumcoat XL) C. Interior Finish: Same coating system as exterior, or manufacturer's standard polyester liner coating suitable for finish field painting. Fatigue Technology, Inc. 07430 - 3 CNA Architecture — 883 COMPOSITE PANELS 2.4 PANEL FABRICATION A. General: Fabricate and finish panels and accessories at the factory to greatest extent possible, by manufacturer's standard procedures and processes, as required to fulfill indicated performance requirements demonstrated by laboratory testing. Comply with indicated profiles and dimensional requirements, and with structural requirements. B. Apply bituminous coating or other permanent separation materials on concealed panel surfaces where panels would otherwise be in direct contact with substrate materials that are incompatible or could result in corrosion or deterioration of either material or finishes. C. Fabricate panel joints with captive gaskets or separator strips, which provide a tight seal and prevent metal -to -metal contact in a manner that will minimize noise from movements within panel system. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine alignment of metal wall panel support systems prior to installation. B. Ensure building tolerances do not exceed maximums as defined in AISC Manual of Steel Construction, Code of Standard Practice, or ACI specifications. C. Do not proceed with installation until defects are corrected. 3.2 PANEL INSTALLATION A. General: Comply with manufacturers' instructions and recommendations for installation, as applicable to project conditions and supporting substrates. B. Anchor panels and other components of the work securely in place, with provisions for thermal and structural movement. C. Field cutting of exterior panels by torch is not permitted. D. Install panels with concealed fasteners. E. Accessories: Install components required for a complete wall panel system, including trim, copings, parapet caps, sills, corner units, clips, fleshings, sealants, gaskets, fillers, closure strips, and similar items. 07/07/00 BUILDING PERMIT co§ N W: w o g Q` w ' o '. w UJ C '_ O Ni 0 I— w w u . O Mil Z U 0 , Fatigue Technology, Inc. 07430 - 4 CNA Architecture - 883 COMPOSITE PANELS F. Joint Sealers: Install gaskets, joint fillers and sealants where indicated and where required for weatherproof performance of panel systems. Provide types of gaskets, sealants, and fillers indicated or, if not otheiwlse indicated, types recommended by panel manufacturer. Installation Tolerances: Shim and align panel units within installed tolerance of 0.250 inch in 20 feet on level /plumb and location /line as indicated, and within 0.125 inch offset of adjoining faces and of alignment of matching profiles. CLEANING AND PROTECTION Damaged. Units: Replace panels and other components of the work which have been damaged or have deteriorated beyond successful repair by means of finish touch -up or similar minor repair procedures. Cleaning: 1. Remove protective coverings and strippable films (if any) as soon as each panel is installed. Upon completion of panel installation, clean finished surfaces as recommended by panel manufacturer, and maintain in a clean condition during construction. END OF SECTION 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. 07467.1 CNA Architecture -1137 STEEL SIDING SECTION 07467 - STEEL SIDING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Roll formed steel ribbed panels for exterior walls. 2. Related trim, associated fleshings, and closures. 3. Subgirts and fasteners. B. Related Sections: 1. Cold Fformed Metal Framing: See Structural General Notes on S- Series Drawings. 2. Section 06100 — Rough Carpentry: Air infiltration barrier. 3. Section 07430 — Composite Panels: 4. Section 07920 — Joint Sealants. 1.2 SUBMITTALS A. Comply with requirements of Section 01330. B. Product Data: 1. Manufacturers data indicating materials, component profiles, fastening methods, Jointing details, sizes, finishes, and accessories: 2. Color samples of standard PVF2 colors for finish specified for selection. Samples: 1. Two samples, 12 by 12 inches in size, illustrating surface texture and siding profile. 2. Three samples of coated metal, approximately 4 by 6 inches, indicating color and gloss of finished siding. Certificates: Written certification from panel manufacturer that fabricator/installer is acceptable for performing the work required. 1.3 QUALITY ASSURANCE A. ' Manufacturer Qualifications: Firm regularly engaged in the manufacture of prefinished architectural metal panels of the type specified. B. Fabricator /Installer Qualifications: Firm experienced in successful installations of the type required and acceptable to the manufacturer for performing the work. 1.4 DELIVERY, STORAGE AND HANDLING A. A. Protect finish and edges in accordance with panel manufacturer's recommendations. B. B. Store material in accordance with panel manufacturer's recommendations. 1.5 WARRANTY A. Manufacturers warranty, including coverage against deterioration of finish. B. Warranty Period: Ten years. 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. CNA Architecture -1137 PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Basis of Design: Centria Style -Rib. B. Subject to compliance with requirements, products of the following firms may be considered as equivalent: 1. BHP 2. AEP• Span C. Substitutions: Comply with requirements of Section 01630. 2.2 MATERIALS A. Sheet Metal: ASTM A 653 steel sheet, hot -dip galvanized. 1. Sheet Quality: Structural (Physical) Quality, Grade 40. 2. Coating Designation: G 90. 2.3 COMPONENTS A. Steel Panels: 1. Product: Ribbed. 2. Nominal Panel Coverage: 36 inches minimum. 3. Nominal Panel Width: 39 -15/64 inches. 4. Sheet Thickness: 0.024 inch (24 gage). 5. Panel Profile: a. Rib Depth: 1 -1/2 inch. b. Rib Spacing: 7.2 inches on center. Trim and Fleshings: Same material and finish as siding, formed to fit ribed panel configuration. C. End Closures: Weatherproof, semi -rigid premolded neoprene or polyethylene foam or metal, shaped to fit panel configuration. D. Subgirts: Hat shaped galvanized steel, 0.036 inch sheet thickness. 07467 - 2 STEEL SIDING E. Fasteners: Electrolytically compatible. 1. Sheet -to- Support Attachment: Self- tapping #14B point or self - drilling #12 as required by support thickness. 2. Sheet -to -Sheet Attachment: #14 self - tapping AB point of lap self - drilling fasteners. 3. Subgirt Attachment: #14 self- tapping AB point of lap self - drilling fasteners. 4. Exposed fasteners with heads matching color of wall panel by means of plastic caps or factory- applied coating. 5. Provide metal- backed neoprene washers under heads of exposed fasteners bearing on weather side of panels. F. Closure Strips: Closed cell, self - extinguishing, expanded cellular rubber or cross - linked polyolefin foam flexible closure strips; cut or premolded to match configuration of roof and wall panels. G. Sealing Tape: Pressure - sensitive, 100 percent solids polyisobutylene compound sealing tape with release paper backing; permanently elastic, nonsag, nontoxic, nonstaining. H. Joint Sealant: Low modulus, high performance elastomeric sealant capable of +100% / -50% joint movement. Sikaflex -15LM; or Dow Coming 790. I. Bituminous Coating: Cold- applied asphalt mastic, SSPC Paint 12, compounded for 15 -mil dry film thickness per coat. 07/07/00 BUILDING PERMIT U Q U) U) 9 , NLL W O;; g IA ZI W W 3 0 'O N, 0 I-' ILI et o . Z' z . Fatigue Technology, Inc. 07487 - 3 CNA Architecture -1137 STEEL SIDING 2.4 FABRICATION A. Fabricate components of electrolytically compatible metals and materials. B. Form panels to minimize oil- canning. C. Predrill holes for subgirt attachment using specified fasteners. 2.5 FINISHES A. General: Apply coatings either before or after forming and fabricating panels as required by coating process and as required for maximum coating performance capability. co w 1. Protect coating either by application of strippable film or by packing plastic film or other suitable materials between panels in a manner to properly protect finish. to 2. Furnish air -drying spray finish in matching colors for touch -up. w 0 B. Exposed Face: AAMA 605.2 thermo—cured fluorocarbon coating system containing not Tess g J` than 70 percent polyvinylidene fluoride (Kynar 500 PVF2 or Hylar 5000 PVDF) resins by LL a weight, applied over baked -on epoxy base primer. Total finish coating dry film thickness not co a, Tess than 1.2 mils. F 1. Reverse Face: Manufacturer's standard modified polyester or acrylic coating, minimum Z nominal dry film thickness of 0.50 mil. O C. Colors: w w' 1. BHP Duratech 5000 Mmarine Green. 2 0 2. Hot -dip galvanized both faces. o y PART 3 - EXECUTION w w 3.1 EXAMINATION ±- p' A. Verify that substrate or subframe is installed and aligned within acceptable tolerances as j ui co recommended by panel manufacturer. - O 3.2 INSTALLATION A. Locate subgirts at each structural support and at intermediate locations as required to meet design loads. B. Install one layer of air infiltration barrier horizontally on sheathed walls. Weather lap edges and ends. Staple in place. C. Install metal siding panels in accordance with manufacturer's written instructions and recommendations, as applicable to project conditions and supporting substrates. Anchor siding panels securely in place, with provisions for thermal and structural movement. D. Field cutting exterior panels by torch is not permitted. E. Install siding for natural watershed, to avoid trapped standing water. F. Locate cut panel ends over bearing surfaces. G. Install metal fleshings, comer strips, closures, and trim. H. Install sealant and sealant tape to provide complete weathertight installation. Prepare joints and apply sealants to comply with requirements of Division -7 Section, Joint Sealants. I. Apply bituminous coating or other permanent separation materials on concealed siding surfaces where siding would otherwise be in direct contact with substrate materials that are incompatible or could result in corrosion or deterioration of either material or finishes. J. Installation Tolerances: Shim and align siding panels within installed tolerance of 1/4 inch in 20 feet on level, plumb, and location lines as indicated and within 1/8 -inch offset of adjoining faces and of alignment of matching profiles. 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. CNA Architecture -1137 11 07467 - 4 STEEL SIDING 3.3 CLEANING AND PROTECTING A. Touch up damaged areas of finish with manufacturer's proper coating repair material. • Replace components that have been damaged or have deteriorated beyond successful repair by finish touch -up or similar minor repair procedures. C. Remove temporary protective coverings and strippable films, if any, as soon as each panel is installed. On completion of siding installation, clean finished surfaces as recommended by panel manufacturer and maintain in a clean condition during construction. 07/07/00 END OF SECTION BUILDING PERMIT Fatigue Technology, Inc. CNA Architecture Group -1137 SECTION 07550 - MODIFIED BITUMINOUS MEMBRANE ROOFING PART 1 - GENERAL 1.1 SUMMARY A . Section Includes: 1. Modified bitumen roofing system. 2. Base flashing. 3. Roof deck rigid insulation board. 4. Installation of sheet metal fleshings. 5. Walkways. � w w 0 B Related Sections: �;. 1. Section 06100 - Rough Carpentry: Wood nailers, curbs, cants, blocking, and wood- based, structural -use roof deck panels. N n 2. Section 07620 - Sheet Metal Fleshings and Trim: Copings and metal fleshings. 3. Section 07720 - Roof Accessories: Prefabricated roof curbs, smoke vents, and roof z hatches. ; O, 4. Section 08620 — Plastic Unit Skylights z i— 5. Section 08630 — Metal Farmed Skylights uj 6. Division 15 Section for roof drains. 3 p; 0 I- w w z N te: O B. Insulation: Z 1. Flat rigid board thermal insulation applied in multiple layers and mechanically fastened to steel deck. Insulation Thickness: As required to provide thermal resistance value of R =21, based on aged value for each insulation layer as determined by ASTM C 518 in accordance with six -month conditioning procedure outlined In RIC/TIMA Technical Bulletin 281.1, and excluding the thermal resistance properties of the cover board overlay. C. Wind Resistance: System that has passed Factory Mutual (FM) Uplift Pressure Test of 90 psf uplift pressure for one minute and bears FM Class 1 -90 Windstrom Classification. D. Fire Resistance: Roof assembly shall comply with UL Fire Resistance Design indicated in Drawings, with assembly rating of 1 Hour or higher, incorporating UL tested and listed Class A <Class B> roof coverings. 1.2 SYSTEM DESCRIPTION A. Membrane: Styrene- Butadiene - Styrene (SBS) modified asphalt elastomer membrane over insulation board on steel deck and nailable roof deck. 1. Composition: Three ply consisting of one base sheet, one ply felt, and one layer of cap sheet. 2. Application Method: Each layer hot mopped to previous course or layer. 1.3 SUBMITTALS A. Comply with requirements of Section 01330. B. Product Data: Manufacturer's specification manual, identifying system and products to be used and including application instructions. 1. Product specification sheet for each roofing component In the system. 2. Applicable flashing details. C. Test Reports: Submit proportionate material test data. 07/07/00 07550 -1 MODIFIED BITUMINOUS MEMBRANE ROOFING BUILDING PERMIT N w Fatigue Technology, Inc. CNA Architecture Group -1137 07/07/00 07550.2 MODIFIED BITUMINOUS MEMBRANE ROOFING D. Certificates: 1. Evidence of acceptance of roof applicator by roofing system manufacturer. 2. Letter from applicator required for quality assurance. 3. Certify asphalt for full compliance with requirements for proper type as listed in Table 1, ASTM D 312, identifying EVT temperature, finish blown temperature, and flash point. 1.4 QUALITY ASSURANCE A. Roofing Materials and Fasteners: Conform to applicable standards listed in UBC Chapter 60, Part II. B. Membrane Quality: Roofing system design using the products specified that meets the specified manufacturer's criteria for a bondable roof of same or longer duration as specified for roofing warranty shall be the job standard as if printed in full in this Section. C. Manufacturer: Firm furnishing primary products, including each type of roofing sheet, bitumen, and composition fleshings shall be capable of providing required label services. 1. Obtain primary products, including ply sheets, base fleshings, and cap membrane, from a single manufacturer. 2. Provide secondary products as recommended by manufacturer of primary products for use with roofing system specified. D. Approved Applicator. Certification from manufacturer that roofing contractor is prequalified as an approved applicator of the manufacturer's modified bitumen membranes. 1. Provide letter certifying firm is experienced in the application of modified bitumen membranes and is approved by manufacturer to install an NDL (No Dollar Limit) warranty membrane. 2. Firm licensed and insured to minimum of $500,000 liability. 3. Firm in business longer than five years. 4. Provide a written warranty on firm's letterhead, signed by the firm's president, that they are responsible for repairs at their own sole and exclusive cost to maintain the roofing in watertight condition for a minimum period of two consecutive years should the cause of such repairs be improper workmanship. 5. Provide full time supervisor while roofing application is in progress. E. Pre- installation Conference: 1. Conduct pre - Installation conference attended by Architect, Owner's representative, roofing manufacturer's technical representative, roofing contractor, and other trades affecting roofing installation. 2. Review job conditions and measurements, materials, and scheduling. 3. Provide at least three days prior notice for the meeting. F. Proportionate Material: Material confirmed by test data from an approved independent testing laboratory confirming physical, chemical properties, thickness and tensile strength are equivalent to properties of specified materials. 1.5 DELIVERY, STORAGE AND HANDLING A. Identification: Deliver materials to site in original, dry, and unopened packages bearing manufacturer's label identifying catalog number, product description, manufacturer's name and location. 1. Each package of mineral surfaced roll roofing, modified bitumen, and built -up roofing ply materials shall bear the label of an approved agency having a service for the inspection of material and finished products during manufacture. 2. Each container or bulk shipping ticket for asphalt shall indicate equiviscous temperature (EVT), finished blowing temperature (FBI), and flash point (FP). B. Deliver material in quantities required to allow continuity of application. BUILDING PERMIT ft/ 1111 Lim 2. c�0 N o , rn w; wO gQ se e l w ? p r- O. w w D. O u) 0 H w u) Z L Z ` U N` E-- z T Fatigue Technology, Inc. CNA Architecture Group -1137 07550 - 3 MODIFIED BITUMINOUS MEMBRANE ROOFING C. Storage: 1. Store materials under waterproof coverings and on original pallets. Do not remove labels or protective covering until ready for application. 2. Store materials in an enclosed area where temperature is maintained between 55 degrees F and 90 degrees . 3. Store roll goods in upright position on clean flat surface. Roll goods stored on their sides will be rejected. 4. Follow recommended storage instructions from manufacturer. D. Handling: Handle materials in manner to preclude damage and contamination with moisture or foreign matter. 1.6 JOB CONDITIONS A. Environmental Requirements: 1. Do not apply roofing during precipitation. Do not start application when there is probability of precipitation during application. 2. At ambient temperatures of 40 degrees F (4.5 degrees C) and below, including wind chill, take precautions to insure asphalt maintains minimum acceptable temperature at point of roofing application as recommended by roofing manufacturer. B. Protection: Provide protection for adjacent surfaces against staining and mechanical damage during application of roofing. C. Safety Requirements: 1. Comply with applicable building code requirements, OSHA standards, and Uniform Fire Code. 2. Maintain at least four fire extinguishers of minimum 20 BC classification at job site. 1.7 WARRANTY A. Roofing Contractor /Installer. Furnish a written workmanship guarantee upon completion of the work. 1. Cover workmanship, materials, blistering and buckling, and repairs or replacement of roofing at no additional cost to Owner. 2. Warranty /Guarantee Period: Minimum two years. B. Manufacturer: Furnish extended No Dollar Limit roofing system guarantee/warranty. 1. Cover leaks due to defective materials and poor workmanship. 2. Warranty /Guarantee Period: 10 years. PART 2 - PRODUCTS 2.1 MANUFACTURER A. Acceptable Manufacturers: Subject to compliance with requirements, provide roofing system by one of the following manufacturers for insulated metal and wood decks: 1. Conglas, Specification RI -12M -CST. 2. MBTechnology, Specification 13H- FG160CWH. 3. Johns Manville, Specification 3CID. 4. Malarkey, Specification M3 -BBB. 5. Siplast, Specification Paradiene 20/40 FR (three -ply). B. Substitutions: Comply with requirements of Section 01630. 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. CNA Architecture Group -1137 • 07/07/00 07550 - 4 MODIFIED BITUMINOUS MEMBRANE ROOFING 2.2 ROOF MEMBRANE SHEETS A. Base Sheets: Modified bitumen sheets per roofing manufacturer's specifications and recommendations: 1 Product: a. Conglas Super II Base. b. MBT Layflat SBS LF25. c. Johns Manville GlasBase Plus. d. Malarkey 501 Premium 1 e. Siplast Paradiene 20. 2. Modifier: SBS. 3. Reinforcement: Nonwoven fiberglass mat. 4. Weight: Minimum 26 pounds per 100 square feet. 5. Coverage: 324 square feet. 6. Tensile Strength: a. MD: 80 pounds per 3 -inch width. b. CD: 60 pounds per 3 -inch width. Roofing Cap Sheet: Reinforced mat coated with elastomeric asphalt blend containing a minimum of 11.5 percent of SBS Block copolymers, nonoil extended grade, composing 30 percent Styrene and 70 percent Butadiene. 1. Product: a. Conglas Super 11 Cap. b. MBT Fireguard SBS FG160CWH. c. Johns Manville DynaKap FR. d. Malarkey 601 Polyglass SBS. e. Siplast Paradiene 30 HTFR. 2. Modifier: SBS. 3. Reinforcement: Fiberglass mat weighing minimum 2.0 pounds per 100 square feet laminated to polyester mat weighing minimum 140 grams per square meter. 4. Thickness: Minimum 155 mils (4 mm). 5. Weight: Minimum 104 pounds per 100 square feet (except where combined weight of base sheet and cap sheet exceeds 140 pounds). 6. Coverage: 110 square feet. 7. Top Surface: Ceramic granules, white color. 8. Tensile Strength: a. MD: 102 pounds per 3 -inch width. b. CD: 83 pounds per 3 -inch width. C. Flashing Sheet: Reinforced mat coated with modified bitumen blend containing a minimum of 11.5 percent of SBS Block copolymers, nonoil extended grade, composing 30 percent Styrene and 70 percent Butadiene; ASTM D 5147. 1. Product: a. Conglas Metal Shield Aluminum. b. MBT Metalflex SBS MF160WAL. c. Johns Manville DynaFlex. d. Malarkey 1020 ESHAIum. e. Siplast Veral. 2. Modifier: SBS. 3. Reinforcement: Woven fiberglass scrim. 4. Weight: Minimum 90 pounds per 100 square feet. 5. Coverage: 110 square feet. 6. Top Surface: Embossed aluminum foil, bonded with thin layer of low -melt asphalt. BUILDING PERMIT iv Ili B V$• CO W 0; g N O . w g. O, 3 • p ;o N• 0 W W' O O . Z U O z Fatigue Technology, Inc. CNA Architecture Group -1137 2.3 AUXILIARY MEMBRANE MATERIALS A. Asphalt Primer: ASTM D 41. B. Asphalt Bitumen: ASTM D 312, Type III or Type IV, Trumbull asphalt. C. Roofing Cements: Elastomer mastic, containing no asbestos. Gibson Homan Pros - Choice 1010 or approved. D. Sealant: Single component, high performance elastomeric sealant: a. Flexible Seal by AC Products, Inc., Placentia, CA. b. Sonolastic NP 1 by Sonnebom Building Products, Minneapolis, MN. c. Or approved equivalent. E. Wood Nailer Strips: Furnish wood nailer strips complying with requirements of Section 06100, Rough Carpentry. F. Cants: ASTM C 208, Type 2, wood fiberboard, or pressure treated Redwood free from warping; minimum 5.00 -inch (127 mm) face, nominal 3.5 -inch (90 mm) height and depth. Use wood cant to provide structural strength at unsupported vertical nailers and where indicated. G. Metal Flashing Sheet: Specified in Section 07620, Sheet Metal Flashing and Trim. H. Sheet Lead: FS QQ -L -201, Grade B, 4 pounds per square foot. 2.4 ROOF INSULATION MATERIALS A. General: 1. Rigid board insulation compatible with membrane system, approved by roofing manufacturer, and suitable for application over metal deck or wood as applicable. 2. Number of Layers: Minimum two layers of thermal insulation board. Where thermal resistance requirements exceed R =19, cover board overlay shall be considered as a third layer and not included in the calculations for thermal resistance. B . Thermal Board Insulation: Rigid, cellular polyisocyanurate thermal insulation with core formed by using HCFCs as blowing agents, complying with ASTM C 1289. 07/07/00 07550 - 5 MODIFIED BITUMINOUS MEMBRANE ROOFING 2.5 INSULATION ACCESSORIES A. General: Furnish roofing insulation accessories recommended by insulation manufacturer for intended use and compatible with sheet roofing material. B. Cover Board: Provide the following before beginning membrane installation: 1. Rigid, noncombustible perlite roof insulation board complying with ASTM C 728, minimum 0.50 inch (12.7 mm) thick; C . Insulation Fastening System: 1. Screws: Corrosion resistant, hex head screws approved by roofing system manufacturer for application of insulation over metal deck; length to suit insulation thickness and deck configuration. a. Fasteners shall be not less than #1/4 -10 or #7/32 -11 size and shall be double threaded and capable of self- threading into a plastic plate and metal deck. b. Screw Coating: At least two layers of zinc rich epoxy primer and two coats of fluoropolymer to pass a Kestemich cabinet (DIN #50018 or per #4470 FM Code) test of 30 cycles. 2. Setting Plates - Plastic: Constructed of virgin polypropylene copolymers, with no regrind allowed, 3 -1/4 -inch (83 mm) diameter with a hexagonal recess. D. Metal Discs: Fiat discs or caps of zinc coated sheet metal not lighter than 28 gage (0.45 mm) and not less than 1 -3/8 inches (35 mm) diameter, formed to prevent dishing. Bell or cup shaped caps not acceptable. BUILDING PERMIT Fatigue Technology, Inc. CNA Architecture Group -1137 07/07/00 07550 - 6 MODIFIED BITUMINOUS MEMBRANE ROOFING 2.6 ROOF WALKWAYS A. Roof Walkway Pads: Preformed, homogenous asphaltic walkway planks, minimum 1/2 inch thick. Size, 24 by 12 inches (600 by 300 mm) minimum. PART 3 - EXECUTION 3.1 EXAMINATION U V� A. Verify that surfaces are ready to receive roofing system and deck is supported and secured, N u clean and smooth, dry, and free from snow, ice and other conditions affecting proper roofing w Wi application. N B. Verify that work penetrating roof deck, and work which may otherwise affect roofing, has been w O properly completed. 2 3.2 PREPARATION N A. Clean substrates of dust, debris, and other substances detrimental to roofing installation w ` according to roofing system manufacturer's written instructions. B. Remove sharp projections. O' C. Prevent materials from entering and clogging roof drains and conductors and from spilling or 2 3 migrating onto surfaces of other construction. Remove roof drain plugs when no work is taking 0 place or when rain is forecast. 8 to, o r-' D. Ensure roof insulation does not become wet before or during application of roofing system. w = Or 3.3 GENERAL INSTALLATION REQUIREMENTS LL t O , A. Install modified bituminous membrane roofing system according to roofing system i Z ` manufacturer's written instructions and applicable recommendations of NRCA/ARMA's Quality 2 co, Control Recommendations for Polymer Modified Bitumen Roofing. 01— B. Shingling Plies: Install membrane roofing system with ply sheets shingled uniformly to achieve Z required number of membrane plies throughout. Shingle in direction to shed water. C. Cant Strips: Install and secure preformed 45- degree cant strips at junctures of modified bituminous membrane roofing system with vertical surfaces or angle changes greater than 45 degrees. D. Cooperate with inspecting and testing agencies engaged or required to perform services for installing modified bituminous membrane roofing system. E. Coordinate installing roofing system components so insulation and roofing plies are not exposed to precipitation or left exposed at the end of the workday or when rain is forecast. 1. Provide cutoffs at end of each day's work to cover exposed ply sheets and insulation with a course of coated felt with joints and edges sealed. 2. Complete terminations and base fleshings and provide temporary seals to prevent water from entering completed sections of roofing system. 3. Remove and discard temporary seals before beginning work on adjoining roofing. F. Asphalt Heating: Heat roofing asphalt and apply within plus or minus 25 deg F (14 deg C) of equiviscous temperature, unless otherwise required by roofing system manufacturer. Do not raise roofing asphalt temperature above the equiviscous temperature range more than one hour before time of application. 1. Do not exceed roofing asphalt manufacturer's recommended temperature limits during roofing asphalt heating. 2. Do not heat roofing asphalt within 25 deg F (14 deg C) of flash point. 3. Discard roofing asphalt maintained at a temperature exceeding 500 deg F (260 deg C) for more than 4 hours. BUILDING PERMIT Fatigue Technology, Inc. CNA Architecture Group -1137 E. Apply cover board as top layer over specified thermal insulation. 07550 - 7 MODIFIED BITUMINOUS MEMBRANE ROOFING 4. Keep kettle lid closed unless adding roofing asphalt. G. Substrate Joint Penetrations: Prevent roofing asphalt from penetrating substrate joints, entering building, or damaging roofing system components or adjacent building construction. If mopping is applied directly to substrate, tape substrate joints. 3.4 INSULATION INSTALLATION A. Install only as much insulation and roofing material as can be completed and covered In one day. Do not leave sections of the roof exposed and unfinished. B. Steel Deck: 1. Mechanically fasten flat thermal insulation and cover board to metal deck, complying with wind resistance requirements and insulation manufacturer. 2. Run long joints of insulation in continuous straight lines, perpendicular to roof slope, with end joints staggered between rows. 3. Position long edges either parallel or at right angles to metal deck ribs. 4. Form joints parallel to ribs on solid bearing surfaces. 5. Offset both long and short joints of each subsequent layer at least 6 inches from the joints of preceding layer. 6. Use proper fasteners and plates, with fasteners of sufficient length to pass through all layers of insulation and penetrate structural deck at least 0.750 inch. C. Wood Deck: 1. 2. Mechanically fasten flat thermal insulation and cover board to wood deck, complying with wind resistance requirements and insulation manufacturer. 3. Run long joints of insulation in continuous straight lines, perpendicular to roof slope, with end joints staggered between rows. 4. Position long edges either parallel or at right angles to wood deck joints. 5. Offset both long and short joints of each subsequent layer at least 6 inches from the joints of preceding layer. 6. Use proper fasteners and plates, with fasteners of sufficient length to pass through all layers of insulation and penetrate structural deck at least 0.750 inch. D. Form cant strips, crickets, saddles, and tapered areas with additional material as shown and as required for proper drainage of membrane. Provide tapered units to suit drainage pattem indicated. 3.5 INSTALLING ROOFING MEMBRANE A. Apply roofing ply sheets immediately following application of insulation as a continuous operation. B. Lay succeeding layers of roof membrane components in full width moppings of hot bitumen, free of wrinkles, creases or flshmouths and laid at right angles to slope of deck. 1. Lay sheets directly behind asphalt applicator. 2. Spread asphalt uniformly at minimum of 25 pounds per 100 square feet, leaving no breaks or voids. 3. Exert sufficient pressure on roll during application to ensure prevention of air pockets. C. Make laps and seams tight. Properly seal laps and seams with bitumen minimum 1/4 inch beyond lap edges. D. Fleshings: Install fleshings in accordance with NRCA specifications and details. 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. CNA Architecture Group -1137 07/07/00 END OF SECTION 07550 - 8 MODIFIED BITUMINOUS MEMBRANE ROOFING E. Drain Flashing: 1. Extend membrane plies into clamping ring base. 2. Set lead flashing sheet, minimum 30 inches square, in bed of roofing cement over membrane. Beat lead in to smooth fit. 3. Prime top surface of lead and cover with composition stripping, and clamp in roof drain ring. 4. Extend lead minimum 12 inches onto roofing, with composition plies extended 4 to 8 inches beyond edges of lead sheet. F. Calk edges of roofing sheet exposed at gravel stops, waste stacks, vent stacks, etc., with neoprene -based sealant. G At end of day's work, or when precipitation is imminent, build water cut -off at open edges. Cut- offs can be built using asphalt or plastic cement and roofing felts, and constructed to withstand protracted periods of service. Remove cut -offs prior to resumption of roofing. H. Apply roof walkway pads over roofing surface where indicated. Apply using hot asphalt/plastic cement. Install material with open joints to allow free drainage. 3.6 FIELD QUALITY CONTROL A. Maintain constant supervision by an experienced, competent foreman. Obtain observation by roofing manufacturer's authorized representative during roofing application. Inspect roof and make necessary corrections and repairs to ensure finished roof membrane is fully adhered, solid and tight. 1. Repair burned areas. a. Resaturate lightly bumed areas with extra modified bitumen mix. b. Patch other bumed areas. Cut open, reheat and patch delaminated areas. Cut open, reheat and patch buckles, blisters, and voids. BUILDING PERMIT v w 0 2 u. - 0' I- 0 z l • uf 3 0 0 10 0 1-, w W', U' Z U N; 0 , 2 Fatigue Technology, Inc. 07810 -1 CNA Architecture -1137 SHEET METAL ROOFING SECTION 07610 - SHEET METAL ROOFING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Sheet metal standing seam roof panels on insulation on fluted metal deck. 2. Flat seam metal roofing on wood decking. 3. Rigid insulation. 4. Vapor retarder. 5. Gypsum board decking. 6. Girts. 7. Built -in gutters. B. Related Sections: 1. Section 05130 — Architecturally Exposed Structural Steel: Exposed, architecturally finished steel framing. 2. Section 05210— Steel Joists and Girders. 3. Section 05310 — Steel Deck: Acoustic deck. 4. Section 07620 — Sheet Metal Flashing and Trim: Roof flashing, gutters, copings, and other sheet metal work. 5. Section 07640 — Metal Roofing Underiayment: Self- adhering rubberized asphalt sheet membrane. 6. Section 07920 — Joint Sealants. 1.2 SUBMITTALS Comply with requirements of Section 01330. Product Data: Include manufacturer's current product specifications, standard details, certified product test results, installation Instructions, and general recommendations as applicable to materials and finishes for each component and for total panel system. Shop Drawings: Show layouts of panels on walls and roofs, details of edge conditions, joints, comers, panel profiles, supports, anchorages, trim, fleshings, closures, and special details. Distinguish between factory and field assembly work. D. Samples for Verification: 1. Duplicate 10 by 10 -inch samples of each different color specified, showing the full range of variations expected in these characteristics. E. Design Calculations: Submit design drawings and calculations signed and sealed by a Professional Structural Engineer registered in the State of Washington for review prior to beginning fabrication. C. 1.3 QUALITY ASSURANCE A. Wind Uplift: Provide roof panel system including supports meeting requirements of Underwriters Laboratories, Inc. for Class 1-90 wind uplift resistance. B. Field Measurements: Where possible, prior to fabrication of panels, take field measurements of structure or substrates to receive panel system. Allow for trimming panel units where final dimensions cannot be established prior to fabrication. 1.4 DELIVERY, STORAGE, AND HANDLING A. Deliver panels and other components so they will not be damaged or deformed. and roof panels for protection against transportation damage. 07/07/00 Package wall BUILDING PERMIT U 0 co o co w LInE U. w O ca J O' 0 ,0 N ,. LU 11 0 ti . z 0I' Fatigue Technology, Inc. 07810 - 2 CNA Architecture -1137 SHEET METAL ROOFING B. Handling: To avoid injury and minimize surface handling marks, ensure that workers handling sheet metal wear protective gloves. 1.5 WARRANTY A. Installation Warranty: Submit two executed copies of 2 -year "Roofing Warranty" on standard form, covering workmanship and proper application, signed and countersigned by Installer and Contractor. Should any leaks covered under the warranty occur during this period, Contractor shall take corrective action to repair the roof to the satisfaction of Owner and membrane manufacturer; perform corrective work at no cost to Owner. B. Manufacturer's Warranty: Sheet metal manufacturer shall warrant that product will be free of perforation from corrosion for a period of 30 years from date of Substantial Completion. C. The warranty shall not deprive the Owner of other rights the Owner may have under other provisions of the Contract Documents and will be in addition to and run concurrent with other warranties made by the Contractor under requirements of the Contract Documents. PART 2- PRODUCTS 2.1 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturer offering metal panels that may be incorporated into the Work include, but are not limited to, the following: 1. Steel Roof Panels: a. BHP Steel Building Products USA Inc. — Select Seam. 2.2 METALS AND FINISHES A. Metallic- Coated Steel Sheet Prepainted with Coil Coating: Steel sheet metallic coated by the hot -dip process and prepainted by the coil- coating process: 1. Galvanized Steel Sheet: ASTM A 653, G90; structural quality; G60 coating designation. 2. Thickness: 24 gage, unless otherwise indicated for standing seam and flat seam panels. 3. Batten Caps: 24 gage. 4. Configuration: Narrow battens 3/8 -inch wide by 1 -inch high spaced 21 -1/4 inch on center. 5. Face Finish: Apply the following organic coating in thickness indicated. Furnish appropriate air -drying spray finish in matching color for touchup. a. Fluoropolymer Metalescent Coating System: Manufacturer's standard Metalescent, thermocured system composed of specially formulated inhibitive primer and fluoropolymer color topcoat containing not less than 70 percent polyvinylidene fluoride resin by weight with a total minimum dry film thickness of 1 mil and 30 percent reflective gloss when tested according to ASTM D 523. 1) Durability: Provide coating field tested under normal range of weather conditions for a minimum of 20 years without significant peel, blister, flake, chip, crack, or check in finish; without chalking In excess of a chalk rating of 8 according to ASTM D 4214; and without fading in excess of 5 Hunter units. b. Interior Finish: Manufacturer's standard coating system and color. c. Face Finish Color: BHP Premium Duratech mx color "Metallic Copper.' 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. 07810.3 CNA Architecture -1137 SHEET METAL ROOFING 2.3 DECKING AND SUPPORT GIRTS A. Gypsum Board Decking: Glass -mat, water - resistant gypsum board, complying with ASTM C 1177, of type and thickness indicated below: 1. Type and Thickness: Type X, 5/8 inch. 2. Product: Subject to compliance with requirements, provide "Dens -Deck" manufactured by Georgia - Pacific Corp. B. Steel Z- Girts: ASTM C 645, fabricated from ASTM A 446 corrosion resistant steel, Grade D, 40 ksi minimum yield strength; Z- shaped, punched web for utility access; G60 coating designation. a. Depth: 4 inches unless otherwise required to accommodate insulation thickness. b. Thickness: 20 gage (0.0568 inch minimum exclusive of coating). c. Top Flange: 1 -1/2 inches. d. Bottom Flange: 1 -1/2 inches. o: 2 tu 3 c.) 0 rnw N LL ; w O' 2 � g J- LL. Q ; 2.4 THERMAL INSULATION v A. Polyisocyanurate Board Insulation: Unfaced, preformed, rigid, cellular, polyisocyanurate H w; thermal insulation complying with ASTM C 591, Type 2, with aged thermal- resistance values for 1 -inch thickness of 6.2 deg F x h x sq. ft. /Btu at 75 deg F. O. 2.5 "'ROOF PANEL ASSEMBLIES 2 o , A. Standing -Seam Roof Panels: Manufacturer's standard factory- formed, standing -seam roof p panel assembly designed for concealed mechanical attachment of panels to roof Z- girts. 0 1. Fastener Clips: Provide minimum 24 gage thick, galvanized steel panel clips designed w w '.: to meet negative -load requirements; G60 coating designation. v ' O : 2.6 MISCELLANEOUS MATERIALS . z Cu = '' O ` z A. Polyethylene Vapor Retarder: Minimum 8 -mil- thick polyethylene sheeting complying with ASTM D 4397. B. Vapor - Retarder Tape: Pressure - sensitive tape of type recommended by vapor - retarder manufacturer for sealing joints and penetrations in vapor retarder. C. Metal Roofing Underlayment: Specified in Section 07640. D. Fastener Clips: UL -90 assembly rated 24 gage E. Fasteners: Self- tapping screws, bolts, nuts, self - locking rivets and bolts, end - welded studs, and other suitable fasteners designed to withstand design Toads. 1. Use stainless -steel fasteners for exterior applications 2. Provide exposed fasteners with heads matching color of panel by means of plastic caps or factory- applied coating. 3. Provide metal- backed neoprene washers under heads of exposed fasteners bearing on weather side of panels. 4. Locate and space exposed fasteners in true vertical and horizontal alignment. Use proper tools to obtain controlled uniform compression for positive seal without rupture of neoprene washer. F. Accessories: Unless otherwise specified, provide components required for a complete roof panel assembly including trim, copings, fasciae, ridge closures, clips, seam covers, battens, fleshings, gutters, sealants, gaskets, fillers, closure strips, and similar items. Match materials and finishes of panels. 1. Sealing Tape: Pressure - sensitive, 100 percent solids, polyisobutylene compound sealing tape with release paper backing. Provide permanently elastic, nonsag, nontoxic, nonstaining tape. 07/07/00 BUILDING PERMIT PART 3 - EXECUTION Fatigue Technology, Inc. 07610 - 4 CNA Architecture -1137 SHEET METAL ROOFING 2. Elastomeric Joint Sealant: ASTM C 920, of base polymer, type, grade, class, and use classifications required to seal joints in panel roofing and remain weathertight. Provide sealant recommended by panel manufacturer. G. Bituminous Coating: Cold- applied asphalt mastic, SSPC -Paint 12, compounded for 15 -mil dry film thickness per coat, unless otherwise indicated. Provide inert-type noncorrosive compound free of asbestos fibers, sulfur components, and other deleterious impurities. 2.7 COMPONENT FABRICATION A. General: Factory fabricate panels and accessories to greatest extent possible, by manufacturer's standard procedures and processes, as required to fulfill indicated performance requirements demonstrated by laboratory testing. Comply with indicated profiles and dimensional requirements, and with structural requirements. B. Apply bituminous coating or other permanent separation materials on concealed panel surfaces where panels would otherwise be in direct contact with substrate materials that are incompatible or could result in corrosion or deterioration of either material or finishes. C. Fabricate cleats and filler strips of same material as panel sheet and interlockable with panel. D. Hem exposed edges on underside 0.50 inch; miter and seam exposed comers. E. Fabricate panels to allow 0.0625 inch space between installed panels to accommodate thermal movement. F. Fabricate preformed drip edge to anchor roof panels at perimeters. 3.1 EXAMINATION A. Examine metal deck substrate and girts and other secondary structural panel support members and anchorage to verify supports suitable to receive sheet metal panels. B. Ensure correction of supports not properly aligned. 3.2 VAPOR RETARDER INSTALLATION A. Place directly on metal deck. Comply with manufacturer's recommended installation procedures for handling and installation of membrane sheet. B. Work from low point to the high point on the roof with at least 6 -inch side laps and 4 -inch end laps.. C. Seal overlapping joints in vapor retarders with vapor - retarder tape according to vapor - retarder manufacturer's instructions. D. Repair any tears or punctures in vapor retarders immediately before concealment by other work. Cover with vapor- retarder tape or another layer of vapor retarder. E. Completely seal vapor retarder at terminations, obstructions, and penetrations to prevent air movement into roofing system. 3.3 Z -GIRTS AND INSULATION INSTALLATION A. Work from low point to the high point on the roof. B. Install Z -girts with bottom flange pointing up slope, centered on top flutes of metal roof deck to accommodate widths of insulation panels or cleat spacings, whichever is most restrictive. C. Anchor in place with corrosion- resistant screw fasteners spaced 16- inches oc. D. Select fasteners length to provide maximum 1/3 -inch penetration through decking. 07/07 /00 BUILDING PERMIT Fatigue Technology, Inc. 07610 - 5 CNA Architecture -1137 SHEET METAL ROOFING E. Fasteners will be visible from the interior. Keep alignment straight along length of Z -girt and between rows of Z- girts. F. Fit courses of insulation between Z- girts, with end edges butted tightly and end joints staggered between rows. Press long edge of insulation panels firmly against vertical leg of Z -girt. G. Fill gaps exceeding 1/4 inch with insulation. 3.4 GYPSUM BOARD SHEATHING INSTALLATION A. Work from low point to the high point on the roof. B. Install 48 -by -96 -inch sheathing panels with long edges parallel to, and centered over, Z girts. Fit units tightly against each other. C. Install sheathing panels with long joints in continuous straight lines, parallel to Z -girts with end joints staggered between rows. Tightly butt substrate boards together. 1. Fasten to top flanges of Z -girts to resist uplift pressure at comers, perimeter, and field of roof according to roofing system manufacturer's written instructions. 3.5 METAL ROOFING UNDERLAY INSTALLATION A. Install one ply over gypsum board sheathing as specified in Section 07640. B. Work from low point to the high point on the roof. 3.6 PANEL INSTALLATION A. General: Comply with panel manufacturer's written instructions and recommendations for installation, as applicable to project conditions and supporting substrates. Anchor panels and other components of the Work securely in place, with provisions for thermal and structural movement. 1. Field cutting exterior panels by torch is not permitted. 2. Install panels with concealed fasteners, unless otherwise indicated. B. Accessories: Install components required for a complete roof panel assembly including trim, copings, fasciae, clips, seam covers, battens, fleshings, gutters, sealants, gaskets, fillers, and similar items. C. Separate dissimilar metals by painting each metal surface in area of contact with a bituminous coating, by applying rubberized- asphalt underiayment to each metal surface, or by other permanent separation as recommended by manufacturers of dissimilar metals. D. Joint Sealers: Install gaskets, joint fillers, and sealants where indicated and where required for weatherproof performance of panel assemblies. Provide types of gaskets, fillers, and sealants indicated or, if not otherwise indicated, types recommended by panel manufacturer. E. Standing -Seam Roof Panel Assembly: Fasten panels to supports with concealed clip according to panel manufacturer's written instructions. 1. Install clips at each support with self - drilling /self - tapping fasteners. 2. At end Zaps of panels, install tape calk between panels. 3. Install factory- calked cleats at standing -seam joints. Apply snap -on batten to panels to provide a weathertight joint. F. Installation Tolerances: Shim and align panel units within installed tolerance of 1/4 inch in 20 feet on slope and location lines as indicated and within 1/8 -inch offset of adjoining faces and of alignment of matching profiles. G. Stagger cross seams in metal roofing in a uniform pattern. 07/07/00 BUILDING PERMIT Q ; co 10 . CO w to u- . ur u- Q` CI a O gi p' 1--' w W' H V u- F- _ 0 r • Z . l co Fatigue Technology, Inc. 07810 - 6 CNA Architecture -1137 SHEET METAL ROOFING 3.7. FLAT SEAM METAL ROOF A. Install flat seam metal roofing over metal roofing underlayment on nailable wood deck in accordance with SMACNA Architectural Sheet Metal Manual. 3.8 CLEANING AND PROTECTION A. Damaged Units: Replace panels and other components of the work which have been damaged beyond successful repair by means of minor repair procedures. B. Cleaning: Remove protective coverings and strippable films (if any) as soon as each panel is installed. Upon completion of panel installation, clean finished surfaces as recommended by panel manufacturer, and maintain in a clean condition during construction. END OF SECTION ., 07/07/00 BUILDING PERMIT r" Northwest Hospital Medical Office Building & Parking Garage CNA Architecture - 1112.01 SECTION 07620 - SHEET METAL FLASHING AND TRIM PART 1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Metal fleshings and counter fleshings. 2. Copings, fascia units. 3. Scuppers, downspouts, and downspout brackets. 4. Splash pans. B. Related Sections: 1. Section 07640 — Metal Roofing Underlayment: Self- adhering rubberized asphalt sheet membrane. 07/07/00 SYSTEM DESCRIPTION Performance Requirements: Water - tight, weatherproof performance of flashing and sheet metal work is required. SUBMITTALS 07620 -1 SHEET METAL FLASHING AND TRIM Comply with requirements of Section 01330. Product Data: Manufacturer's current technical data, installation instructions, and general recommendations for each specified sheet material and fabricated product. Samples: Provide samples complete with specified factory finish. 1. 8 -inch square samples of sheet materials exposed as finished surfaces. 2. 12 -inch long samples of factory- fabricated products exposed as finished surfaces. 1.4 QUALITY ASSURANCE A. Comply with Architectural Sheet Metal Manual as published by SMACNA, 1987 edition. 1.5 PROJECT CONDITIONS A. Coordinate work of this Section with interfacing and adjoining work for proper sequencing of each installation. B . Ensure best possible weather resistance and durability of work and protection of materials and finishes. PART 2 - PRODUCTS 2.1 SHEET METAL FLASHING AND TRIM MATERIALS A. Steel Sheet: ASTM A 526, 0.20 percent copper bearing, commercial quality, hot -dip galvanized per ASTM A 525, coating designation G90, mill phosphatized [and coil coated finish]. BUILDING PERMIT Northwest Hospital Medical Office Building & Parking Garage CNA Architecture - 1112.01 2.2 FLEXIBLE SHEET MEMBRANE FLASHING A. Elastic Sheet Flashing: Nonreinforced flexible black thickness and complying with the following: Prooertv Test Method B. 07/07/00 Shore A Hardness Tensile Strength Tear Resistance Ultimate Elongation Low Temperature Brittleness ASTM D 2240 ASTM D 412 ASTM D 624, D ASTM D 412 ASTM D 748 Resistance to Ozone Aging ASTM D 1149 Resistance to Heat Aging ASTM D 573 B. Acceptable Products: 1. Neoprene synthetic rubber sheet. 2. Butyl synthetic rubber sheet. 3. EPDM synthetic rubber sheet. 2.3 MISCELLANEOUS MATERIALS AND ACCESSORIES 07820 - 2 SHEET METAL FLASHING AND TRIM elastic sheet flashing of 50 to 65 mils Result 50TO70 1200 psi le C 20 pounds per linear inch 250 percent minus 30 degrees F (minus 35 degrees C) no cracks for 10 percent elongated sample for 100 hours in 50 pphm (50.5 mPa) ozone at 104 degrees F (70 degrees C) maximum hardness increase of 15 points, elongation reduction of 40 percent, and tensile• strength reduction of 30 percent, for 70 hours at 212 degrees F (100 degrees C) A. Solder: ASTM B 32. 1. With Steel: Alloy Grade Sn50, with rosin flux. Solder Flux: ASTM B 284. C. Bituminous Coating: SSPC -Paint 12, solvent -type bituminous mastic, nominally free of sulfur, compounded for 15-mil dry film thickness per coat. D. Mastic Sealant: Polyisobutyiene; nonhardening, nonskinning, nondrying, nonmigrating sealant. E. Bituminous Roofing Cement: ASTM D 2822, Type I. F. Fasteners: Same metal as flashing /sheet metal or other noncorrosive metal as recommended by sheet manufacturer. Match finish of exposed heads with material being fastened. BUILDING PERMIT - Northwest Hospital Medical Office Building & Parking Garage CNA Architecture - 1112.01 2.4 FABRICATION 07/07/00 07820 - 3 SHEET METAL FLASHING AND TRIM A. Conform to profiles and sizes shown on drawings, and comply with "Architectural Sheet Metal Manual" by SMACNA, for each general category of work required. B. Fabricate sheet metal with flat -lock seams. C. Hem exposed edges 1/2 inch (13 mm). D. Solder with type solder and flux recommended by manufacturer. E. Splash Pans: Fabricated from single piece of sheet metal, minimum 0.0454 inch (18 gage), with tumed up back and sides, soldered joints. 1. Front Width: 18 inches. 2. Back Width: 4 inches greater than downspout. 3. Length: 30 inches. 4. Back Height: 4 inches. 5. Side Height: Tapered 4 inches to 1 inch. F. Coat back -side of fabricated sheet metal with 15 -mil (0.38 mm) bituminous coating where required to separate metals from corrosive substrates including cementitious materials, wood or other absorbent materials; or provide other permanent separation. G. Provide for thermal expansion of running sheet metal work. 2.5 METAL FINISHES A. General: Provide coil coating or prepainted shop finish before fabrication, removing coating as required for soldering, and touching up coatings to repair damage prior to shipping. B. Steel Sheet: 1. Face: Primed and finished with AAMA 605.2 two -coat thermo -cured fluoropolymer coating system, with color topcoat containing not less than 70 percent polyvinylidene (Kynar 500 or Hylar 5000) resins by weight. 2. Reverse Side: Corrosion- resistant washcoat of 0.3 to 0.4 mil DFT. C. Colors: 1. At Parapets: Custom color to be selected later by Architect. PART 3 - EXECUTION 3.1 INSTALLATION A. Anchor work in place with noncorrosive fasteners, sheet metal cleats, adhesives, setting compounds, tapes, and other materials and devices as recommended by manufacturer of each material or system. 1. Provide for thermal expansion and building movements. 2. Comply with recommendations of SMACNA Architectural Sheet Metal Manual. 3. Seal moving joints in metal work with elastomeric Joint sealant, complying with requirements specified in Division 7 Section, "Joint Sealants." 4. Clean metal surfaces of soldering flux and other substances which could cause corrosion. 5. Bed flanges of work in thick coat of bituminous roofing cement where required for waterproof performance. BUILDING PERMIT w uQ cy Z � 0 uj c.) 0 NI 0 H + Wf H Zi i 0 rn Northwest Hospital Medical Office Building & Parking Garage CNA Architecture - 1112.01 3.2 SCHEDULE Galvanized Sheet Thicknesses: 1. Base Fleshings: 2. Cap or Counter Fleshings: 3. Cleats: 4. Drips: 5. Scuppers, Downspouts: 07/07/00 END OF SECTION 0.0276 inch 0.0217 inch 0.0278 inch 0.0276 inch 0.0336 inch 07620 - 4 SHEET METAL FLASHING AND TRIM (24 gage) (26 gage) (24 gage) (24 gage) (22 gage) BUILDING PERMIT r I I t Project CNA Architecture Group - 000 1 Jun 96 SECTION 07640 - METAL ROOFING UNDERLAYMENT PART 1 GENERAL 1.1 SUMMARY B. Substitutions: Comply with requirements of Section 01630. 07/07/00 • 07640 -1 METAL ROOFING UNDERLAYMENT A. Section Includes: Self - adhering rubberized asphalt sheet membrane sloped roof underlayment. B. Related Sections: 1. Section 07610 - Sheet Metal Roofing 1.2 SUBMITTALS A. Comply with requirements of Section 01330. B. Product Data: Manufacturer's current technical specifications, general recommendations, and installation instructions. Certificates: 1. ICBO Report No. 3997. DELIVERY AND STORAGE A. Deliver materials to jobsite in manufacturer's original sealed containers bearing manufacturer's name, product name, lot number, directions for use, and precautionary labels. Store under protective covering in accordance with manufacturer's recommendations. C. Do not double stack palletized materials. 1.4 PROJECT CONDITIONS A. Apply underlayment in fair weather at temperatures of 40 degrees F and above. B. Covering: Apply surfacing material promptly, at temperatures of 40 degrees F and above. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Acceptable Manufacturers: Specified product is Grace Ice & Water Shield as manufactured by W.R. Grace & Co. - Conn. BUILDING PERMIT Project CNA Architecture Group - 000 1 Jun 98 2.2 WATERPROOFING MEMBRANE 2.3 , AUXILIARY MATERIALS 07/07/00 07840 - 2 METAL ROOFING UNDERLAYMENT A. Membrane System: Composite of polyethylene film and self - adhesive rubberized asphalt. Membrane edges contain exposed beads of rubberized asphalt beyond the film and an embossed slip- resistant surface is provided on the polyethylene. B. Membrane Properties: properties Test Method Results Thickness -- 40 mils Tensile Strength ASTM D 412 250 psi Ultimate Elongation ASTM D 412, 250 percent. Die C modified Low Temperature Flexibility ASTM D 1970 Unaffected at minus minus 25 degrees F. Adhesion to Plywood ASTM D 903 3.0 pounds per inch width. Permeance ASTM E 96 0.05 perms maximum. Color — Grey -Black A. Primer. Primer recommended by manufacturer of membrane sheet material for applications required. 1. Solvent Release Primer: Bituthene Primer P -3000. 2. Air -Diy Primer: Bituthene Water Based Primer. B. Steep Slope Fasteners: As recommended by metal roof manufacturer. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify that substrates are suitable for application of underlayment. Do not apply membrane directly to fluted metal deck or to wood plank with chamfered edges. B. Verify that items penetrating surfaces to receive underlayment are rigidly installed. C. Verify that surfaces are solid, dry, and free of conditions detrimental to application and adhesion of membrane. 3.2 PREPARATION A. Remove dust, dirt, loose nails and other protrusions. B. Where reroofing, remove existing roof covering, felts, and nails to expose clean, dry deck. C. For retrofit, where the membrane is in place, apply new layer of membrane directly over the old membrane. Remove existing fasteners and patch damaged areas before installing new membrane. BUILDING PERMIT Project CNA Architecture Group - 000 1 Jun 98 3.3 APPLICATION 07/07/00 Sheet Laps: 1. End Laps: 8 inches minimum. 2. Side Laps: 3.5 inches minimum. END OF SECTION 07840 -3 METAL ROOFING UNDERLAYMENT D. Prime substrate at applicable rate recommended by manufacturer. 1. Prime only area that will be covered by membrane in same working day. 2. Reprime areas not covered by membrane within 24 hours. A. Place underlayment membrane directly on gypsum board deck. Comply with manufacturers recommended installation procedures for handling and installation of membrane sheet. Cut membrane into (10 foot to 15 foot) lengths or other lengths as required, and reroll. For full roof coverage, membrane may be applied from full rolls if convenient. Work from low point to the high point on the roof. 1. Following placement along the eaves, membrane may then be placed vertically up the roof. 2. Fold membrane onto gutter and protect with metal material. Peel back 1 to 2 feet of release paper, align the membrane on the roof, and place the first 12 to 24- inches. Pull the release paper under the membrane and continue to peel it from the membrane. Press or roll membrane in place to assure full adherence to the deck. Ridge Applications: 1. After peeling back release paper, center sheet over the ridge, drape and press it into place working from the center of the ridge outward in each direction. BUILDING PERMIT Fatigue Technology, Inc. 07720 -1 CNA Architecture - 000 ROOF ACCESSORIES SECTION 07720 - ROOF ACCESSORIES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Smoke vents. 2. Roof hatches. 3. Integral unit cap flashing (counterflashing). B. Related Sections: 1. Section 07550 - Modified Bituminous Membrane Roofing 1.2 SYSTEM DESCRIPTION 1.3 SUBMITTALS A. Comply with requirements of Section 01330. B. Product Data: Include manufacturer's technical data, installation instructions, and data substantiating that materials and performance comply with requirements. C. Certificates: Certificate or letter signed by manufacturer of smoke vents attesting to conformance to requirements of UBC Standard 15-7 with UL listed fusible Zink. 1.4 QUALITY ASSURANCE A. Smoke Vent Compliance: Provide units conforming to requirements of UBC Standard 15 -7 and incorporating release devices that have been tested and listed by UL. 1. Construction and Operation: UL labeled. 2. Fire Resistance of Cover: UL Class A. B. Comply with NRCA Roofing and Waterproofing Manual details for installation of units. C. Single Source Responsibility: Provide roof accessories of each type from one source by a single manufacturer. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Acceptable Manufacturers - Hatches, Smoke Vents: 1. Babcock -Davis Hatchways, Inc. 2. Bilco Company 3. Dur -Red 07/07/00 Hatch Type: Prefabricated metal roof hatch unit designed for use with stair. Structural Requirements: Fabricate smoke vent and roof hatch units for 40 Ibf per sf external loading and 20 Ibf per sf internal loading pressure. Structural Requirements - Roof Curbs: Fabricate each curb assembly to support loading equirements of smoke /relief vent. BUILDING PERMIT Fatigue Technology, Inc. 07720 - 2 CNA Architecture - 000 ROOF ACCESSORIES 4. Lane -Aire Manufacturing Corp. 5. Milcor, Inc. B. Substitutions: Comply with requirements of Section 01630. 2.2 MATERIALS A. Steel Sheet: ASTM A 446, Grade C, structural quality galvanized steel sheet zinc coated per ASTM A 525, coating designation G90. B . Aluminum Sheet: ASTM B 209 for Alclad alloy 3005H25 or alloy and temper required to suit forming operations with mill finish, unless indicated otherwise. C. Extruded Aluminum: ASTM B 221 alloy 6083 -T52 or alloy and temper required to suit structural and finish requirements. Mill finish unless indicated otherwise. D . Plastic Sheet: ASTM D 4802, thermoformable, cast or continuous -cast acrylic (methacrylate), Category C -1 or C -2, Finish 1 (smooth or polished), Type UVA (ultraviolet absorber), unless indicated otherwise; thickness as required for specified structural requirements as recommended by manufacturer for size and shape indicated. (Refer article entitled System Description.) E. Insulation: Manufacturer's standard rigid or semi -rigid glass fiber board of thickness indicated. F. Fasteners: Same metal as metals being fastened, or nonmagnetic stainless steel or other noncorrosive metal as recommended by manufacturer. 1. Match finish of exposed fasteners with finish of material being fastened. 2. Where removal of exterior exposed fasteners affords access to building, provide nonremovable fastener heads. G. Gaskets: Manufacturer's standard tubular or fingered design of neoprene or polyvinyl chloride, or block design of sponge neoprene. 2.3 MANUFACTURED UNITS A. Smoke Vent: Double -leaf automatic smoke vent assembly, UBC approved, with UL listed fusible link and exterior manual release. Subject to compliance with requirements and approval of governing authorities, single -leaf unit may be used. 1. Size: Nominal 48 by 96 inches. 2. Curb: Zinc - coated (galvanized) prime painted steel, 0.0785 -inch thick (14 gage), minimum 12 inches high, with factory- installed 1 -inch thick rigid insulation, integral roofing counterflashing, and integral 3 -inch wide deck flange. 3. Covers: Plastic sheet double -dome construction set in retaining frame fabricated of minimum 0.063 inch extruded aluminum secured directly to 0.0785 -inch thick (14 gage) cover frame; both plastic sheets clear. [outer dome clear, inner dome translucent white.] 4. Release Mechanism: UL listed fusible link and a lid latch arrangement secured to curb frame. Outside manual release sleeved through curb interconnected with inside manual release device. 5. Product: Design based on Lane -Aire Model SVDD55102 -10 psf. B. Roof Hatch: Prefabricated single -leaf metal roof hatch unit designed for use with stair. 1. Size: Nominal 36 by 96 inches. 2. Curb: Paint -bond galvanized steel sheet, minimum 0.0635 inch (16 gage), 12 inches high, with 3.50 -inch wide integral mounting flange and integral counterflashing of same weight metal, welded comer joints. 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. 07720 - 3 CNA Architecture - 000 ROOF ACCESSORIES 3. Curb Insulation: Minimum 1 -inch rigid fiberboard on exterior, all - around, full height. 4. Covers: Double -shell construction with minimum 0.0785 inch (14 gage) paint bond galvanized steel outer cover, minimum 1 -inch thick rigid foam insulation, and 0.0336 nch (22 gage) paint bond galvanized steel cover liner. 5. Hardware: a. Hinge. b. Hold -open device. c. Interior padlock hasp. d. Interior and exterior latch handles. e. Weather gasketing. 6. Product: Design based on Dur Red NSH Model. 2.4 ACCESSORIES A. Anchorage Devices: Type recommended by manufacturer. B. Cap Flashing (counterflashing): ASTM A 526, Commercial Quality steel sheet with 0.20 percent copper, G90 hot -dip galvanized, mill phosphatized. C. Wood Nailers: Softwood lumber, pressure treated with water -borne preservatives for above- ground use, complying with AWPB LP -2 requirements; not less than 1.50 inches thick. D. Security Grilles: Hardened steel bars, 3/4 -inch diameter, spaced 6 inches oc in one direction, 12 inches oc in other direction. 1. Weld bar intersections, and weld ends of bars to structural frame or primary curb walls. 2. Clean and paint with rust- inhibitive metal primer. E. Other Accessories: Neoprene or rubber boots, stainless steel clamps, and other accessories as standard with manufacturer. 2.5 FINISHES A. Aluminum: Mill finish. B. Steel Sheet: Hot dipped galvanized, and factory prime painted unless otherwise indicated. PART 3 - EXECUTION 3.1 INSTALLATION A. Install roof accessories in accordance with manufacturer's instructions and recommendations. B. Coordinate with installation of roof deck and other substrates to receive accessory units, vapor barriers, roof insulation, roofing, and fleshings as required, to ensure that each element performs properly and that combined elements are waterproof and weathertight. C. Anchor units securely to supporting structural substrates adequate to withstand lateral and thermal stresses as well as inward and outward loading pressures. D. Isolation: Apply bituminous coating on concealed metal surfaces or provide other permanent separation where metal surfaces will be in contact with incompatible metal or corrosive substrates, including wood. E. Flange Seals: Unless otherwise indicated, set flanges of accessory units in thick bed of roofing cement to seal. 07/07/00 BUILDING PERMIT N u. w 0 2 J; as CO 3 p w z � uJ Wi !O N` w 0 ; Z ! 0 07/07/00 END OF SECTION Fatigue Technology, Inc. 07720 - 4 CNA Architecture 000 ROOF ACCESSORIES Cap Flashing: Where cap flashing is component of accessory unit, install to provide adequate waterproof overlap with roofing or roof flashing. Seal with thick bead of mastic sealant, except where overlap is indicated to be left open for ventilation. Smoke Vents: Locate and Install in accordance with NFPA 204M. Operational Units: Test operate units with operable components. Clean and lubricate joints and hardware. Adjust for proper operation. CLEANING AND PROTECTION Clean exposed metal and plastic surfaces according to manufacturers' instructions. B. Touch up damaged metal coatings. Protect accessory units from damage during subsequent construction operations: BUILDING PERMIT Fatigue Technology, Inc. 07840 -1 CNA Architecture -1134 FIRESTOPPING SECTION 07840 — FIRESTOPPING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Firestopping for penetrations through fire resistance rated walls and partitions including both empty openings and openings containing cables, pipes, ducts, conduits, and other penetrating items. 2. Firestopping for penetrations through smoke barriers and construction enclosing compartmentalized areas involving both empty openings and openings containing penetrating items. 3. Firestopping for sealant joints in fire- resistance rated construction. B. Related Sections: 1. Section 07210 - Building Insulation: Fibrous fire safing insulation at openings between edge of floor slab and exterior wall panels. 2. Section 07920 - Joint Sealants: Nonfire- resistive rated joint sealants. 1.2 SYSTEM PERFORMANCE REQUIREMENTS A. General: Provide firestopping systems that are produced and installed to resist the spread of fire, according to requirements indicated, and passage of smoke and other gases. 1. F -Rated Through- Penetration Firestop Systems: Firestop systems with F ratings indicated or required, as determined per ASTM E 814, but not less than that equaling or exceeding the fire - resistance rating of the constructions penetrated. 2. T -Rated Through- Penetration Firestop Systems: Firestop systems with T ratings, in addition to F ratings, as determined per ASTM E 814, where indicated and where systems protect penetrating items exposed to contact with adjacent materials in occupiable floor areas. T -rated assemblies are required where the following conditions exist: a. Where systems protect penetrations located outside of wall cavities. b. Where systems protect penetrations located outside fire- resistive shaft enclosures. c. Where systems protect penetrations located in construction containing doors required to have a temperature -rise rating. d. Where systems protect penetrating items larger than a 4 -inch diameter nominal pipe or 16 square inches in overall cross - sectional area. B. Fire Resistance and Hose Stream Tests: Tested and rated F and T as applicable in accordance UL 1479 or ASTM E 814, except that T rating may be based on thermocouples placed one inch from a penetrating item in lieu of direct attachment to penetrating items. C. Fire - Resistive Joint Sealants: Joint sealants with fire- resistance ratings indicated, as determined per ASTM E 119, but not Tess than that equaling or exceeding the fire- resistance rating of the construction in which the joint occurs. D. Firestopping Exposed to View, Traffic, Moisture, and Physical Damage: Products that do not deteriorate when exposed to these conditions. 1. For piping penetrations for plumbing and wet -pipe sprinkler systems, provide moisture resistant through - penetration firestop systems. 2. For penetrations involving insulated piping, provide through - penetration firestop systems not requiring removal of insulation. E. Fire Hazard Classification: 1. Flame spread of 25 or less, smoke developed rating of 50 or less, and fuel contribution of 50 or less when tested In accordance with UL 723. 07/07/00 BUILDING PERMIT r eMISMONtalM/IYNP t NON.. -.I e ww.+ ewroo xw.rvNl m re.r MTP. AMMOI .. d'}�Ij E . Y,!bPoastn n L ; t a . _ ; z � 1-O Z 2 U O to o to = V O`. U. co 0 z Fatigue Technology, Inc. 07840 - 2 CNA Architecture -1134 FIRESTOPPING 1.3 SUBMITTALS 1.4 QUALITY ASSURANCE F. Toxicity: Provide products that are nontoxic to human beings during installation. tu i A. Comply with requirements of Section 01330. B. Product Data: include composition and performance characteristics. rn w' C. Product certificates signed by manufacturers of firestopping products certifying that their products comply with specified requirements. a 1 Li " O D. Product Test Reports: Reports from, and based on tests performed by, a qualified testing and inspecting agency evidencing compliance of firestopping with requirements based on comprehensive testing of current products. u E. Mechanical and Electrical Penetrations: For penetrations having characteristics not tested in - v . accordance with ASTM E 814 or UL 1479, provide written certification from firestop = manufacturer stating that proposed firestop material will meet requirements for successfully z '— passing tests in ASTM E 814 or UL 1479. 1. Include firestop installation procedures and details. w 2. Submit to local fire authority, and obtain local authority's approval of material before 3 o' ordering. � O o 1 _! i w Provide firestopping for which fire tests of through - penetration fire stops are performed in . LL accordance with 1994 UBC Standard 7 -5 by a qualified testing and inspection agency such as — O UL, Warnock Hersey, or another agency performing testing and follow -up inspection services u i � that is acceptable to authorities having jurisdiction. v =' OH Provide fire- resistive joint sealant systems, including backing materials, identical to those tested per ASTM E 119 and bearing classification marking of qualified testing and inspecting agency. In dynamic moving joints, provide system tested to UL 2079. C. Installer Qualifications: Engage an experienced Installer who has completed firestopping that Is similar in material, design, and extent to that indicated for this Project and who Is certified, licensed, or is otherwise qualified by the firestopping manufacturer as having the necessary experience, staff, and training to install manufacturer's products per specified requirements. D. Single Source Responsibility: Obtain through - penetration firestop systems for each kind of penetration and construction condition indicated from a single manufacturer. E. Firestop Materials: Provide firestop materials that: 1. are asbestos -free and lead -free, and do not incorporate nor require the use of hazardous solvents; 2. are sufficiently resilient to allow for common movement (from pipe vibration and the like) of the penetrant without cracking or degradation of the seal; 3. do not dissolve, decompose, or re- emulsify with continuous or intermittent exposure to moisture from leaks, condensation, ponding water, and other causes after curing; 4. do not shrink or crack during or after curing. 1.5 DELIVERY, STORAGE, AND HANDLING A. Deliver materials in original, unopened packages or containers showing name of manufacturer and brand name; date of manufacture; lot number; shelf life, if applicable; qualified testing and Inspecting agency's classification marking; curing time; and mixing instructions for multicomponent materials. 07/07/00 2. Underwriters Laboratories (UL) or Wamock Hersey International (WHI) tested and listed for appropriate required time rating of floor and wall assemblies In which installed. 3. Combustibility: Noncombustible, per ASTM E 138 unless tested and approved by UL. BUILDING PERMIT C. Remove damaged and deteriorated materials from the site. Fatigue Technology, Inc. 07840 - 3 CNA Architecture -1134 FIRESTOPPING B. Store materials off the ground. Protect from deterioration or damage and exposure to the elements. 1.8 COORDINATION A. Coordinate work of this Section with erection and installation of surrounding construction. B. Coordinate annular space sleeve and insulation requirements with work of Divisions 15 and 16. PART 2 - PRODUCTS 2.1 FIRESTOP MATERIALS A. General: 1. Provide firestopping materials capable of maintaining an effective barrier against flame and gases. 2. Provide components that are compatible with each other, the substrates forming openings, and the items penetrating the firestopping under conditions of service and application. 3. Provide symmetrical systems for wall applications. B. Through- Penetration Firestopping: Systems or devices listed in the UL Fire Resistance Directory under categories XHCR and XHEZ, subject to compliance with requirements of this Section and conformance to construction type, penetration type, annular space requirements, and fire rating involved. Construction -Gap Firestopping: Manufacturers and products listed in UL Fire Resistance Directory for the UL Design Systems involved, subject to compliance with requirements of this Section. 2.2 MANUFACTURERS A. Subject to compliance with requirements, products of the following firms provide listed assemblies that may be used in the Work: 1. International Protective Coatings, 800 -334 -8796 (Flamesafe) 2. 3M Fires Protection Products, 800 - 328 -1687 (FireBarrier) 3. Nelson Firestop Products, Division of General Signal, 800 - 331 -7325 4. Specified Technologies, Inc. (STI), 800 - 992 -1180 (SpecSeal) B. Substitutions: Products of other manufacturers may be submitted for consideration based on their UL or Wamock Hersey listed assemblies. Comply with requirements of Section 01630. 2.3 ACCESSORY MATERIALS A. Forming, joint - fillers, packing, and other accessory materials as required for installation of firestopping sealants. B. Fill, void, and cavity materials as classified under category XHHW in the UL Fire Resistance Directory. C. Forming materials as classified under category XHKU in the UL Fire Resistance Directory. 2.4 MIXING A. A. For those products requiring mixing prior to application, comply with firestopping manufacturer's directions for accurate proportioning of materials, water, type of mixing equipment, selection of mixer speeds, mixing containers, mixing time, and other procedures needed to produce firestopping product of uniform quality with optimum performance characteristics for application indicated. 07/07100 BUILDING PERMIT 0 rn rA g J u. Q; _ v; uj U O - 0 r—' w w` iu co 0 Fatigue Technology, Inc. 07840 - 4 CNA Architecture - 1134 FIRESTOPPING PART 3 - EXECUTION 3.1 EXAMINATION A. Examine penetrations, Joints and openings to receive firestopping. 1. Confirm compatibility of surfaces and absence of underlying material detrimental to firestopping materials. 2. Verify that penetration elements are secured and properly located, with adequate clearance to receive firestopping. B. Do not proceed with installation until unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Clean contact surfaces of dirt, grease, oil, loose material, rust, and other substances that may affect proper fitting, bond, or required fire resistance. B. Prepare substrate surfaces to ensure proper and adequate structural support of rated firestop system. C. Protect adjacent surfaces and equipment from damage. 3.3 INSTALLATION A. Install types of firestopping material listed as part of appropriate Through- Penetration Firestop System assembly in UL Fire Resistance Directory, Volume 2, or as part of comparable assembly classified by Wamock Hersey International. B. Install firestopping materials in accordance with manufacturer's published details and written instructions, per applicable assembly in UL Fire Resistance Directory, Volume 2, or applicable Wamock Hersey International assembly. C. Firestop penetrations for electrical cables or conduits in conformance to requirements of NFPA 70. D. Seal holes and voids to ensure effective fire and smoke barrier. E. Extend pipe insulation continuous through openings in fire resistance rated walls; do not interrupt insulation at wall or floor openings. Install UL or WHI Listed firestop system tested for appropriate insulation thickness and surrounding construction. F. Provide nonintumescent firestop materials to smoke -seal perimeter of dampered HVAC duct penetrations. G. To smoke -seal perimeter of nondampered HVAC duct penetrations, install firestop materials with bracing on all sides to prevent deflection of sheet metal during a fire. H. At high traffic openings, such as data and telecom cabling in trays and through - sleeves, provide a UL or WHI Listed system allowing for repeated removal and reuse of firestop material. Suitable materials include intumescent bags, intumescent putty, and composite board. 3.4 FIELD QUALITY CONTROL A. Ensure firestopped areas remain covered and unenclosed until inspection is complete and installation approved. B. Examine firestop installations to verify compliance with requirements. C. Keep work accessible until inspection by applicable code authorities. D. Manufacturer's Field Service: Ensure inspection to verify and confirm systems installation conforms to manufacturer's and UL or WHI requirements. 07/07/00 BUILDING PERMIT Q u Ul u. ui0 g N om': .7.= d; ul z � ! O D • O • ca 0 H w w u z rn z Fatigue Technology, Inc. 07840 - 5 CNA Architecture -1134 FIRESTOPPING Correct unacceptable work and provide reinspection to verify compliance with requirements. PROTECTION A. After installation and until Substantial Completion, protect firestop systems from damage. B. Remove damaged materials and replace with new, undamaged materials. 07/07/00 END OF SECTION BUILDING PERMIT Fatigue Technology, Inc. 07920 -1 CNA Architecture —1137 JOINT SEALANTS SECTION 07920 - JOINT SEALANTS PART 1 - GENERAL 1.1 SUMMARY A. Interior joints in the following vertical surfaces and horizontal nontraffic surfaces: 1. Exterior joints in vertical surfaces. 2. Interior joints in vertical surfaces. 3. Tile control joints. 4. Perimeter joints between interior wall surfaces and frames of interior doors, windows, and elevator entrances. 5. Joints between plumbing fixtures and adjoining walls, floors, and counters. 6. Other joints as indicated. B. Related Sections: 1. Division 7 Section "Firestopping" for fire- resistant building joint - sealant systems. 2. Division 8 Section "Glazing" for glazing sealants. 3. Division 9 Section "Acoustical Insulation and Barriers" for sealing perimeter joints of gypsum board partitions to reduce sound transmission. 1.2 SYSTEM PERFORMANCE REQUIREMENTS 1. Establish and maintain watertight and airtight continuous building seals without causing staining or deterioration of joint substrates. 2. Establish and maintain . airtight continuous seals for interior application that are water resistant and cause no staining or deterioration of joint substrates. 1.3 SUBMITTALS A. Comply with requirements of Section 01330. B. Product Data: 1. Manufacturer's technical information for each joint sealer product required. Include installation procedures for each type of substrate. 2. Submit to the Owner for information purposes only the manufacturer's Material Safety Data Sheets (MSDS) for each product which emits volatile organic compounds (VOCs); where MSDS not available, submit other test data which describe the VOC emissions. Samples: 1. Initial Selection: Submit in form of manufacturer's standard bead samples, consisting of strips of actual products, showing full range of colors available for each product exposed to view. 2. Verification Samples: Install joint sealant samples of each type and color required in 1/2 -inch wide joints formed between two 6 -inch long strips of material matching the appearance of exposed surfaces adjacent to joint sealants. D. Certificates: Certification from manufacturers of joint sealants attesting that their products comply with specification requirements and are suitable for the use indicated. 1.4 QUALITY ASSURANCE A. Elastomeric Sealant Standard: Provide manufacturer's standard chemically curing elastomeric sealant of base polymer indicated, complying with ASTM C 920. 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. 07920 - 2 CNA Architecture —1137 JOINT SEALANTS B. Single Source Responsibility: Obtain joint sealant materials from a single source and by one manufacturer for each different product. C. Compatibility: Provide joint sealants, joint fillers, and other related materials that are compatible with one another and with joint substrates under conditions of service and application, as demonstrated by sealant manufacturer based on testing and field experience. 1.5 DELIVERY, STORAGE AND HANDLING A. Deliver materials to site in original unopened containers or bundles with labels indicating manufacturer, product name and designation, color, expiration period for use, pot life, curing time, and mixing instructions for multicomponent materials. B. Store and handle materials in compliance with manufacturer's recommendations to prevent their deterioration or damage due to moisture, high or low temperatures, contaminants, or other causes. PART 2 - PRODUCTS 2.1 MATERIALS, GENERAL A. Colors - Exposed Joint Sealers: 1. 1. Elastomeric Sealants (ES): Do not paint over joints, as working of elastomeric sealants tends to chip and flake off dry paint films. 2. 2. Latex Sealants (LS): Provide manufacturer's standard color and allow joints to be painted over, as hardness and low movement do not affect paint film. B. Color Selections - Elastomeric Sealants: As selected by Architect from manufacturer's standard colors, to match or blend with material or paint color for adjacent surfaces. 2.2 ELASTOMERIC JOINTS SEALANTS A. General: Manufacturer's standard chemically curing elastomeric sealants that comply with ASTM C 920 and other requirements indicated below, including referenced classifications for Type, Grade, and Uses. Additional Movement Capability: Where additional movement capability is specified, provide products with the capability, when tested for adhesion and cohesion under maximum cyclic movement per ASTM C 719, to withstand the specified percentage change in the joint width existing at time of installation and remain in compliance with other requirements of ASTM C 920 for Uses indicated. C. Available Products: Subject to compliance with requirements, products that may be incorporated in the Work include, but are not limited to, those specified in this Article for each sealant Type. D. Type ES1 - Multi -Part Nonsag Polyurethane Sealant: Not used. E. Type ES2 - One -Part Nonsag Urethane Sealant: Not used. F. Type ES3 - Multi -Part Pourable Urethane Sealant: Not used. G. Type ES4 - Single -Part Pourable Urethane Sealant: Not used. 07/07/00 BUILDING PERMIT 2.4 TAPE SEALANTS Fatigue Technology, Inc. 07920 - 3 CNA Architecture —1137 JOINT SEALANTS H. Type ES5 - One -Part Neutral Curing Silicone, Medium Modulus Sealant: Type S; Grade NS; Class 25 with additional movement capability of 50 percent In both extension and compression (total 100 percent); Use (Exposure) NT; Uses (Substrates) G, A, and 0 as applicable. (Use -O joint substrates include: Metal factory- coated with a high - performance coating; galvanized steel.) 1. Available Products: a. Dow Coming 795 - Dow Coming Corp. b. Silglaze -II 2800 - General Electric Co. c. Spectrem 2 - Tremco Inc. I. Type ES6 - One -Part Mildew- Resistant Silicone Sealant: Type S, Grade NS; Class 25; Use (Exposure) NT; Uses (Substrates) M, G, A, and 0 as applicable; formulated with fungicide; intended for sealing interior joints with nonporous substrates exposed to high humidity and temperature extremes. (Use -O joint substrates include: Metal factory- coated with a high - performance coating; galvanized steel; ceramic tile.) 1. Available Products: a. Dow Coming 786 - Dow Coming Corp. b. SCS 1702 Sanitary - General Electric Co. J. Type ES7. - One -Part Low Modulus, High Movement - Capable Sealant: Type S; Grade NS; Class 25 with additional movement capability of 100 percent in extension and 50 percent in compression (total 150 percent); Use (Exposure) NT; Uses (Substrates) M, G, A, and 0 as applicable. (Use -O joint substrates include: Metal factory- coated with a high - performance coating; galvanized steel; ceramic tile.) 1. Available Products: a. Sikaflex -15LM - Sika Corp. b. Dow Coming 790 - Dow Coming Corp. 2.3 JOINT FILLERS Type LS - Acrylic - Emulsion Sealant: ASTM C 834; manufacturer's standard, one part, nonsag, acrylic, mildew- resistant, paintable, latex sealant that is recommended for exposed applications on interior locations and that accommodates joint movement of not more than 5 percent in both extension and compression for a total of 10 percent without failing either adhesively or cohesively. 1. Available Products: Subject to compliance with requirements, provide one of the following: a. AC -20 - Pecora Corp. b. Sonolac - Sonneborn Building Products Div. c. Tremco Acrylic Latex 834 - Tremco Inc. B. Type CJ - Slab Control Joint Sealant: Not used. A. Manufacturer's standard, solvent -free, butyl based tape sealant with a solids content of 100 percent, formulated to be nonstaining, paintable, and nonmigrating in contact with nonporous surfaces with or without reinforcement thread to prevent stretch and packaged on rolls with a release paper on one side. B. Available Products: Subject to compliance with requirements, provide one of the following: 1. Extru -Seal Tape - Pecora Corp. 2. PTI 606 - Protective Treatments, Inc. 3. MBT -35 - Tremco Inc. 07/07/00 BUILDING PERMIT il W 0 u -d W. I- o W W' fi U 0 i 0 o W - O .. LU � _.. • 0 z 2.5 JOINT SEALANT BACKING 2.6 MISCELLANEOUS MATERIALS PART 3 EXECUTION 3.1 PREPARATION Fatigue Technology, Inc. 07920 - 4 CNA Architecture —1137 JOINT SEALANTS A. General: Material and type that are nonstaining; are compatible with joint substrates, sealants, primers, and other joint fillers; and are approved for applications indicated by sealant manufacturer based on field experience and laboratory testing. B. Plastic Foam Joint - Fillers: Preformed, compressible, resilient, nonwaxing, nonextruding strips of plastic foam and of size, shape and density to control sealant depth and otherwise contribute to producing optimum sealant performance. 1. Flexible, open -cell polyurethane foam. 2. Nongassing, closed -cell polyethylene foam. C. Elastomeric Tubing Joint - Fillers: 1. ASTM D 1056, neoprene, butyl, EPDM, or silicone tubing, nonabsorbent to water and gas, capable of remaining resilient at temperatures down to -28 degree F ( -32 degree C). 2. Provide products with low compression set and of size and shape to provide a secondary seal, to control sealant depth and otherwise contribute to optimum sealant performance. D. Bond- Breaker Tape: 1. Polyethylene tape or other plastic tape as recommended by sealant manufacturer for preventing bond between sealant and joint filler or other materials at back of joint where such adhesion would result in sealant failure. 2. Provide self - adhesive tape where applicable. A. Primer: As recommended by joint sealer manufacturer where required for adhesion of sealant to joint substrates indicated. B. Masking Tape: Nonstaining, nonabsorbent material compatible with joint sealants and surfaces adjacent to joints. A. Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants to comply with recommendations of joint sealant manufacturer. 1. Remove all foreign matter from joint substrates that could interfere with adhesion of joint sealant, including paints other than permanent, protective coatings tested and approved for sealant adhesion and compatibility by sealant manufacturer. 2. Clean porous joint substrate surfaces by brushing, grinding, blast cleaning, mechanical abrading, or a combination of these methods to produce a clean, sound substrate capable of developing optimum bond with joint sealants. 3. Clean metal, glass, glazed surfaces of ceramic tile, and other nonporous surfaces with chemical cleaners or other means that do not stain, harm substrates, or leave residues capable of interfering with adhesion of joint sealants. B. Joint Priming: Prime joint substrates where indicated or where recommended by joint sealant manufacturer. 1. Apply primer to comply with joint sealant manufacturer's recommendations. 2. Confine primers to areas of joint sealant bond; do not allow spillage or migration onto adjoining surfaces. 07/07/00 BUILDING PERMIT z c4w � i 00 ; c tow tO w O g u_ a: N d I- Ili I- U D .` O N, D '- w w' wZ o H 0 Z Fatigue Technology, Inc. 07920 - 5 CNA Architecture —1137 JOINT SEALANTS C. Masking Tape: Use masking tape where. required to prevent contact of sealant with adjoining surfaces that otherwise would be permanently stained or damaged by such contact or by cleaning methods required to remove sealant smears. Remove tape immediately after tooling, without disturbing joint seal. 3.2 INSTALLATION A. Comply with joint sealer manufacturer's instructions applicable to products and applications indicated. B. Comply with recommendations of ASTM C 1193 for use of joint sealants as applicable to materials, applications, and conditions indicated. C. Comply with recommendations of ASTM C 919 for use of joint sealants in acoustical applications as applicable to materials, applications, and conditions indicated. D. Install sealant backer rod for liquid sealants, except recommended to be omitted by sealant manufacturer for the application shown. E. Do not allow sealants or compounds to overflow or spill onto adjoining surfaces, or to migrate into voids of adjoining surfaces. 3.3 CLEANING A. Clean off excess compound by methods and cleaning materials approved by sealant manufacturer. B. Remove excess and spillage or compounds promptly as the work progresses. C. Clean adjoining surfaces by whatever means may be necessary to eliminate evidence of spillage, without damage to adjoining surfaces or finishes. 3.4 JOINT SEALER SCHEDULE A. Type ES5 Exterior and interior joints in vertical surfaces; (One Part Medium Modulus Silicone) perimeter Joints of metal frames in exterior walls. B. Type ES6 Exposed interior perimeter joints around plumbing (One part Mildew Resistant Silicone) fixtures. C. Type ES7 Exposed exterior joints in vertical surfaces of tilt -up (One Part Low Mod, High Movement) precast concrete panels, CMU or stone masonry; nontraffic horizontal surfaces of concrete. D. Type LS Interior joints in gypsum drywall and concrete (Acrylic Emulsion) construction, where no movement can be reasonably anticipated; perimeter joints of hollow metal frames and gypsum board scheduled to be painted. 07 /07 /00 Install bond breaker tape where shown and where required by manufacturer's recommendations to ensure that elastomeric sealants will perform properly. Employ only proven installation techniques, which will ensure that sealants will be deposited in uniform, continuous ribbons without gaps or air pockets, with complete "wetting" of joint bond surfaces equally on opposite sides. BUILDING PERMIT cl 2 00 coo w W u. W 0 ' 2 g J u. <- co a W 0. Z F W W! n0 " u i 01 — W u LL O • Z Lir 170 Fatigue Technology, Inc. 07920 - CNA Architecture —1137 JOINT SEALANTS 07/07/00 Tape Sealant Interior joints between exterior aluminum frames and gypsum board casing beads. END OF SECTION BUILDING PERMIT Fatigue Technology, Inc. 08110 -1 CNA Architecture -1137 SECTION 08110 - STEEL DOORS AND FRAMES PART 1 - GENERAL 07/07/00 STEEL DOORS AND FRAMES 1.1 SUMMARY A. Section Includes: 1. Nonrated and fire rated rolled steel doors. 2. Nonrated and fire rated pressed steel frames for doors and glazed openings. 3. Door vision panel frames. B. Related Sections: 1. Section 04810 — Unit Masonty Assemblies. 2. Section 08210 — Wood Doors. 3. Section 08710 - Door Hardware: Provision of door silencers and other hardware. 4. Section 09260 — Gypsum Board Assemblies. 5. Section 09910 - Paints: Field painting. 1.2 SUBMITTALS A. Comply with requirements of Section 01330. B. `` Project Data: Frame configuration, anchor types, location of hardware cutouts, reinforcement, and finish. C. Shop Drawings: Indicate door elevations, cutout dimensions for glazing, and application of standard details to project. D. Certificates: Written certification from door and frame manufacturer of compliance with specified quality assurance standards. 1.3 QUALITY ASSURANCE A. Standards: Steel Door Institute - Recommended Specification for Standard Steel Doors and Frames (ANSI A250.8- 1988). B. Fire Rated Door and Frame Construction: 1. Tested in accordance with ASTM E 152, UL 10(b), or NFPA 252; 2. Meet requirements of NFPA 80 and NFPA 101; and 3. Bear appropriate rating label of Underwriters' Laboratories (UL) or Wamock Hersey International (WHI). C. Smoke Control Doors and Frames: NFPA 105, and bear appropriate label of UL or WHI. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Acceptable Manufacturers: 1. Amweld Building Products, Inc. 2. Ceco Corp. 3. Curries Company. 4. Pioneer Industries Division. 5. Republic Builders Products Corp. 6. Steelcraft Manufacturing. Co. B. Substitutions: Comply with requirements of Section 01630. BUILDING PERMIT Fatigue Technology, Inc. 08110 - 2 CNA Architecture -1137 STEEL DOORS AND FRAMES 2.2 MATERIALS A. Steel Doors and Frames: 1. Hot - rolled, pickled, and oiled per ASTM A 569 and A 568. 2. Cold- rolled per ASTM A 366 and A 588. 3. Galvanized sheets, ASTM A 526 with ASTM A 525, G 60 zinc coating, mill phosphatized for exterior units. B. Anchors and Accessories: Manufacturer's standard units. Use galvanized items for units built into exterior walls, complying with ASTM A 153. C. Plaster Guards: 26 gage steel plaster guards or mortar boxes. 2.3 COMPONENTS A. Interior Doors: ANSI A250.8 -1998, Level II (heavy- duty), Model 2 (seamless), minimum 0.042 -inch faces. B. Exterior Doors: ANSI A250.8 -1998, Level II (heavy- duty), Model 2 (seamless), minimum 0.042 -inch faces, hot dipped galvanized face sheets; insulated. 1. Close top edge of exterior door with inverted steel channel closure. 2. Seal joints watertight. C. Frames: ANSI A250.8 -1998. 1. Material: Cold rolled stretcher leveled steel sheet, hot - dipped galvanized at exterior. 2. Steel Thickness: a. Interior Openings 36 inches and narrower: 0.042 inch. b. Exterior Openings 36 inches and narrower. 0.053 inch. c. Openings over 36 inches: 0.053 inch. Construction: a. Welded type, with comers mitered and ground smooth. 4. Except weatherstripped frames, drill stop in strike jamb of single -swing frames to receive three snap -in resilient silencers; drill head jamb stop on double -door frames to receive four silencers. Install plastic plugs to keep holes clear during construction. 5. Weld plaster guards or mortar boxes to frame at back of hardware cutouts where mortar or other materials might obstruct hardware operation and to close off interiors of openings. 6. Frame Anchors: Minimum 18 gage steel. a. Minimum three anchors per jamb to suit adjoining wall conditions. b. Provide anchors for attachment to floor. Where wall conditions do not allow for use of floor anchor, provide additional jamb anchor. 7. Stops: Extend door stops to floors. D. Door Vision Panels: Provide metal vision panel frames with rolled steel channel shape glazing stops. 2.4 FABRICATION A. Fabricate units to be rigid, neat in appearance, and free from defects, warp, or buckle. B. Weld exposed joints continuously, grind, dress, and make smooth, flush, and invisible. C. Prepare steel doors and frames to receive mortised and concealed finish hardware including cutouts, reinforcing, drilling, and tapping complying with ANSI A 115 - Specifications for Door and Frame Preparation for Hardware. 1. Reinforce units to receive surface - applied finish hardware to be field applied, minimum reinforcing thickness as follows: 2. Hinges - Doors, Frames: 0.123 inch. 3. Locks: 0.093 inch. 4. Flush Bolts, Surface Bolts: 0.067 inch. 07/07/00 BUILDING PERMIT U 0 0 c cn w gQ _ 0 ; w � 0 .O N; w W± - _ 0 , Z: w y z Fatigue Technology, Inc. 08110 - 3 CNA Architecture -1137 STEEL DOORS AND FRAMES 5. Surface Closers, Hold Open Arms: 0.093 inch. 6. Panic Devices: 0.093 inch. 7. Floor Check Hinges/Pivots: 0.167 inch. 8. Locate finish hardware as indicated or, if not indicated, per DHI - Recommended Locations for Builder's Hardware. D. Thermal Rated (Insulating) Assemblies: At exterior locations and elsewhere as shown or scheduled, provide doors fabricated as thermal- insulating door and frame assemblies and tested according to ASTM C 238 or ASTM C 976 on fully operable door assemblies. Unless otherwise indicated, provide thermal -rated assemblies with U -value rating of 0.41 Btu /sq ft x h x degree F (2.33 W /sq m x K) or better (Le., lower). 2.5 FINISHES A. Shop paint exposed surfaces of doors and frame units, including galvanized surfaces, using manufacturer's standard baked -on rust- inhibitive primer. B. Coat inside of each frame with bituminous paint to a thickness of 1/16 inch. PART 3 - EXECUTION 3.1 INSTALLATION A. Install metal units in accordance with manufacturer's instructions and final shop drawings. B. Install frames in accordance with SDI -105. C. Coordinate with wall construction for anchor placement. D. Coordinate installation of glazing. E. Fit doors to frames and floors with clearances specified in SDI -100. Install doors in accordance with DHI. Install fire -rated units in accordance with NFPA Standard No. 80. 07/07/00 END OF SECTION BUILDING PERMIT Fatigue Technology, Inc. 08163 -1 CNA Architecture —1137 SLIDING ALUMINUM - FRAMED GLASS DOORS SECTION 08163 - SLIDING ALUMINUM - FRAMED GLASS DOORS PART 1 - GENERAL 1.1 SUMMARY A. B. Related Sections include the following: u� 1. Division 8 Section "Glazing" for glazing requirements for sliding aluminum - framed glass o 0 :.' doors, including those specified to be factory glazed. a P w O g u- cn >: p w` uj p N G F- ww ' z r w _ , _ z:. This Section includes sliding aluminum- framed glass doors for exterior locations. 1.2 DEFINITIONS A. C: Commercial. B. Performance grade number, included as part of the AAMA code designating sliding aluminum framed glass door products, is the actual design pressure in pounds force per square foot used ._ to determine the structural test pressure and water test pressure. • Structural test pressure, for uniform load structural test, is equivalent to 150 percent of the design pressure. 1.3 PERFORMANCE REQUIREMENTS General: Provide sliding aluminum - framed glass doors capable of complying with performance requirements indicated based on testing manufacturer's doors representative of those specified and of the test size indicated below: 1. Minimum size required by AAMA/NWWDA 101 /I.S.2. B. AAMA Performance Requirements: Provide sliding aluminum - framed glass doors of the performance class and grade indicated that comply with AAMA/NWWDA 101/I.S.2. 1. Performance Class: C. 2. Performance Grade: 30. Air Infiltration: Not more than 0.3 cfm/sq. ft. of area at an inward test pressure of 6.24 Ibf /sq. ft. when tested according to AAMA/NWWDA 101/1.8.2, Air Infiltration Test. D. Water Resistance: No water leakage as defined in AAMA/NWWDA referenced test methods at a water test pressure equaling 15 percent of positive design pressure, but not less than 2.86 Ibf /sq. ft. or more than 12 Ibf /sq. ft., when tested according to AAMA/NWWDA 101/1.8.2, Water Resistance Test. E. Condensation Resistance: Where sliding aluminum- framed glass doors are indicated to be "thermally improved," provide doors tested for thermal performance according to AAMA 1503.1, showing a condensation - resistance factor of 45. F. Thermal Transmittance: Provide sliding aluminum- framed glass doors with a U -value maximum of 0.69 Btu /sq. ft. x h x deg F at 15 -mph exterior wind velocity when tested according to AAMA 1503.1. G. Deglazing: No disengagement of glazing surround members of operable panels when tested according to ASTM E 987 at 70 Ibf on vertical rails and 50 Ibf on other rails. 07/07/07 BUILDING PERMIT Fatigue Technology, Inc. 08163 - 2 CNA Architecture —1137 SLIDING ALUMINUM - FRAMED GLASS DOORS 1.4 SUBMITTALS A. Product Data: For each type of sliding aluminum- framed glass door indicated, including the following: 1. Construction details and fabrication methods. 2. Profiles and dimensions of individual components. 3. Data on hardware, accessories, and finishes. 4. Recommendations for maintaining and cleaning exposed surfaces. B. Shop Drawings: For each type of sliding aluminum - framed glass door indicated. Include information not fully detailed in manufacturer's standard Product Data and the following: 1. Fabrication, layout, and installation details, including anchors. 2. Typical door elevations. 3. Full -size details of typical composite members, including reinforcement. 4. Hardware. 5. Glazing details. 6. Accessories. 1.5 QUALITY ASSURANCE A. Installer Qualifications: An experienced installer who has completed sliding aluminum- framed glass door installations similar in material, design, and extent to those indicated for this Project and whose work has resulted in construction with a record of successful in- service performance. B. Source Limitations: Obtain sliding aluminum- framed glass doors through one source from a single manufacturer. Product Options: Drawings indicate size, profiles, dimensional requirements, and aesthetic effects of sliding aluminum- framed glass doors and are based on the specific doors indicated. Other manufacturers' products with equal performance characteristics may be considered provided deviations in size, profile, and dimensions are minor and do not alter the aesthetic effect. Refer to Division 1 Section "Substitutions." D. Sliding Aluminum- Framed Glass Door Standard: Comply with provisions of AAMA/NWWDA 101/I.S.2 for standards of performance, materials, components, and fabrication, unless more stringent requirements are indicated. 1. Provide AAMA- certified sliding aluminum- framed glass doors with an attached label. E. Safety Glass: Category II materials complying with testing requirements in 16 CFR 1201 and ANSI Z97.1. 1. Subject to compliance with requirements, permanently mark safety glass with certification label of Safety Glazing Certification Council or another certification agency acceptable to authorities having jurisdiction. F. Glazing Publications: Comply with written recommendations of glass manufacturers and GANA's "Glazing Manual," unless more stringent requirements are indicated. 07/07/07 BUILDING PERMIT Fatigue Technology, Inc. 08163 - 3 CNA Architecture —1137 SLIDING ALUMINUM - FRAMED GLASS DOORS 1.6 PROJECT CONDITIONS A. Field Measurements: Verify sliding aluminum - framed glass door openings by field measurements before fabrication and indicate measurements on Shop Drawings. Coordinate fabrication schedule with construction progress to avoid delaying the Work. 1. Established Dimensions: Where field measurements cannot be made without delaying the Work, establish opening dimensions and proceed with fabricating sliding aluminum - framed glass doors without field measurements. Coordinate wall construction to ensure that actual opening dimensions correspond to established dimensions. 1.7 WARRANTY A. General Warranty: Special warranty specified in this Article shall not deprive Owner of other rights Owner may have under other provisions of the Contract Documents and shall be in addition to, and run concurrent with, other warranties made by Contractor under requirements of the Contract Documents. 1. Warranty Period: Three years from date of Substantial Completion. 2. Warranty Period for Glass: Five years from date of Substantial Completion. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Basis of Design: Kawneer 990 sliding door B. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. EFCO Corporation. 2.2 MATERIALS A. Aluminum Extrusions: Provide alloy and temper recommended by sliding aluminum- framed glass door manufacturer for strength, corrosion resistance, and application of required finish, but not less than 22,000 -psi ultimate tensile strength and not less than 0.062 -inch thickness at any location for the main frame and panel members. B. Fasteners: Provide aluminum, nonmagnetic stainless steel, epoxy adhesive, or other materials warranted by manufacturer to be noncorrosive and compatible with sliding aluminum- framed glass door members, trim, hardware, anchors, and other components. 1. Reinforcement: Where fasteners screw - anchor into aluminum less than 0.125 inch thick, reinforce interior with aluminum or nonmagnetic stainless steel to receive screw threads, or provide standard, noncorrosive, pressed -in, splined grommet nuts. 2. Exposed Fasteners: Unless unavoidable for applying hardware, do not use exposed fasteners. For application of hardware, use fasteners that match finish of member or hardware being fastened, as appropriate. C. Anchors, Clips, and Accessories: Provide anchors, clips, and sliding aluminum- framed glass door accessories of aluminum, nonmagnetic stainless steel, or zinc - coated steel or iron complying with ASTM B 633 for SC 3 (severe) service conditions; provide sufficient strength to withstand design pressure indicated. 07/07/07 BUILDING PERMIT Fatigue Technology, Inc. 08183 - 4 CNA Architecture —1137 SLIDING ALUMINUM - FRAMED GLASS DOORS D. Compression -Type Weather Stripping: Provide compressible weather stripping designed for permanently resilient sealing under bumper or wiper action, and completely concealed when sliding aluminum - framed glass door is closed. 1. Weather - Stripping Material: Manufacturer's standard system and materials complying with AAMA/NWWDA 101/I.S.2. 2.5 INSECT SCREENS A. Insect Screens: Comply with SMA 2006. 1. Glass -Fiber Mesh: 18 -by -14 or 18 -by -16 mesh of vinyl- coated glass -fiber threads; woven and fused to form a fabric mesh resistant to corrosion, shrinkage, stretch, impact damage, and weather deterioration in the following color. Comply with ASTM D 3656. a. Mesh Color: Charcoal gray. 2. Insect Screen Frames: Provide manufacturer's standard extruded- aluminum or formed - tubular- aluminum members, with concealed fasteners, adjustable rollers, and removable PVC spline /anchor concealing edge of frame. a. Finish: Match sliding aluminum- framed glass door members. 3. Insect Screen Lock: Install manufacturer's standard pull and keyless locking device on each movable panel, lockable from the inside only. Adjust locking device to allow unobstructed movement of the panel across adjacent panel in the direction indicated. 07/07/07 BUILDING PERMIT E. Sliding -Type Weather Stripping: Provide woven -pile weather stripping of wool, polypropylene, or nylon pile and resin - impregnated backing fabric. Comply with AAMA 701/702. ,„ w 1. Provide weather stripping with integral, barrier fin or fins of semirigid, polypropylene sheet 3 ! _ or polypropylene - coated material. u) § 2.3 GLAZING rn w ' A. Glass: Provide insulating -glass units that comply with safety glazing requirements and with 1n u Division 8 Section "Glazing." uj O B. Glazing System: Provide manufacturer's standard glazing system that produces weathertight . Q ; seal. N a 2.4 HARDWARE z H O A. General: Provide manufacturers standard hardware fabricated from aluminum, stainless steel, z — or other corrosion- resistant material compatible with aluminum; designed to smoothly operate, 11J uj tightly dose, and securely lock sliding aluminum- framed glass doors. Do not use aluminum in D G frictional contact with other metals. Where exposed, provide solid bronze; extruded, cast, or . .Q co wrought aluminum; solid white metal with special coating finish; or nonmagnetic stainless steel. 1. Roller Assemblies: Provide movable panels with stainless steel rollers and roller Ili v uj assemblies that comply with AAMA 906.3. t— 2. Threshold and Sill Cap/Track: Provide stainless steel threshold and track of thickness, - O `. dimensions, and profile indicated; designed to comply with performance requirements ri Z± indicated and to drain to the exterior; with manufacturer's standard finish. ( A' 3. Flush Door Pulls: Flush pull blank interior / exterior. p 1- 4. Deadlock: Adams Rite MS 1850 505 -A hook bolt lock; mortise cylinder exterior / z thumbtum interior; key cylinder to project master key system. to, a+ slxe SAiYis4: iYr.. t... w .rw!sY.tiv,<'Sh�.e;FZa,ti:Y,;+::u 1 I ..J Fatigue Technology, Inc. 08183 - 5 CNA Architecture —1137 SLIDING ALUMINUM - FRAMED GLASS DOORS 2.6 FABRICATION A. General: Fabricate sliding aluminum- framed glass doors in sizes indicated that comply with AAMA/NINWDA 101/I.S.2 for performance class and performance grade indicated. Include a complete system for assembling components and anchoring doors. 1. Performance Class: C. B. Fabricate sliding aluminum- framed glass doors that are reglazable without dismantling panel framing. Thermally Improved Construction: Fabricate sliding aluminum - framed glass doors with an Integral, concealed, low- conductance thermal barrier; located between exterior materials and door members exposed on interior side; in a manner that eliminates direct metal -to -metal contact. 1. Provide thermal -break construction that has been in use for not less than three years, and has been tested to demonstrate resistance to thermal conductance and condensation and to show adequate strength and security of glass retention. D. Weep Holes: Provide weep holes and internal passages to conduct infiltrating water to exterior. E. Weather Stripping: Provide operable panels with a double row of sliding weather stripping In horizontal rails and single- or double -row weather stripping in meeting or jamb stiles, as required to meet specified performance requirements. Provide compression -type weather stripping at the perimeter of each movable panel where sliding -type weather stripping is not appropriate. 1. Provide weather stripping locked into extruded grooves in panels. F. Factory- Glazed Fabrication: Glaze sliding aluminum- framed glass doors in the factory where practical and possible for applications indicated. Comply with requirements in Division 8 Section "Glazing" and with AAMA/NWWDA 101/I.S.2. Glazing Stops: Provide snap -on glazing stops coordinated with Division 8 Section "Glazing" and glazing system indicated. Provide glazing stops to match panel frames. Insect Screens: Provide framed insect screen for each operable sliding door panel. Design doors and hardware to accommodate screens in a tight - fitting removable arrangement, on either Inside or outside of door, with a minimum of exposed fasteners and latches. 2.7 FINISHES A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. B. Finish designations prefixed by AA comply with the system established by the Aluminum ,► Association for designating aluminum finishes. C. Class I, Clear Anodic Finish: AA- M12C22A41 (Mechanical Finish: nonspecular as fabricated; Chemical Finish: etched, medium matte; Anodic Coating: Architectural Class I, clear coating 0.018 mm or thicker) complying with AAMA 607.1 and AAMA 611. 07/07/07 BUILDING PERMIT Fatigue Technology, Inc. 08163 - 6 CNA Architecture —1137 SLIDING ALUMINUM - FRAMED GLASS DOORS PART 3 - EXECUTION 3.1 EXAMINATION A: Examine openings before installation. Verify that opening is correct and sill plate is level. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION A. Comply with manufacturer's written instructions for installing doors, hardware, accessories, and other components. B. Set doors level, plumb, and true to line, without warp or rack of frames and panels. Provide proper support and anchor securely in place. 1. Separate aluminum and other corrodible surfaces from sources of corrosion or electrolytic action at points of contact with other materials by complying with requirements specified in "Dissimilar Materials" Paragraph in Appendix B to AAMA/NWWDA 101/I.S.2. Set sill members in bed of sealant or with gaskets, as indicated, to provide weathertight construction. 3.3 ADJUSTING A. Adjust operating panels, screens, and hardware to provide a tight fd at contact points and weather stripping for smooth operation and weathertight closure. Lubricate hardware and moving parts. 3.4 CLEANING A. Clean aluminum surfaces immediately after installing sliding aluminum- framed glass doors. Avoid damaging protective coatings and finishes. Remove excess glazing and sealants, dirt, and other substances. Clean glass of factory- glazed doors immediately after installing sliding aluminum- framed glass doors. Comply with manufacturer's written recommendations for final cleaning and maintenance. Remove nonpermanent labels from glass surfaces. C. Remove and replace glass that has been broken, chipped, cracked, abraded, or damaged during the construction period. 3.5 PROTECTION A. Protect sliding aluminum- framed glass doors from damage or deterioration until time of Substantial Completion. 07/07/07 END OF SECTION BUILDING PERMIT PART 2 - PRODUCTS Fatigue Technology, Inc. 08210 -1 CNA Architecture -1137 WOOD DOORS SECTION 08210 - WOOD DOORS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Architectural flush wood doors, including: 1. Transparent finish doors. B. Related Sections: 1. Section 06402 — Interior Architecutral Woodwork: Wood door and wood relite frames. 1.2 SUBMITTALS A. Comply with requirements of Section 01330. B. Product data. C. Shop Drawings: Indicate location, size, face material, and finish, intemal blocking for hardware attachment, and cutouts for glazing. D. Samples: Submit two samples, 8 by 8 inches in size, of each transparent finish wood species with finish system applied. 1. Fumish color and graining representative of actual doors. 2. Obtain Architect's approval of samples before starting door fabrication. 1.3 QUALITY STANDARDS A. Comply with quality standards: 1. AWI, Architectural Woodwork Quality Standards, Sections 1300 and 1400, Premium Grade. 1.4 WARRANTY A. Warranties shall be in addition to, and not limitation of, other rights the Owner may have under contract documents. B. Door Manufacturer's Warranty: Submit written agreement on door manufacturer's standard form signed by Manufacturer and Installer, agreeing to repair or replace defective doors that have warped (bow, cup, or twist) or that show telegraphing of core construction In face veneers, or do not conform to tolerance limitations of referenced quality standards. 1. Warranty Period - Solid Core Interior Doors: Life of installation. 2. Warranty shall include reinstallation which may be required due to repair or replacement of defective doors where defect was not apparent prior to hanging. 2.1 MANUFACTURERS A. Subject to compliance with requirements, provide wood doors by one of the following: 1. Algoma Hardwoods, Inc. 2. Cenco. 3. Eggers Industries, Architectural Door Division. 4. Graham Manufacturing Corp. 5. Vancouver Door Co. 6. Weyerhaeuser Company. B. Substitutions: Comply with requirements of Section 01630. 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. 08210 - 2 CNA Architecture -1137 WOOD DOORS 2.2 MATERIALS A. Flush Interior Solid Core Door for Transparent Finish: 1. Faces: Select White Maple, plain sliced. 2. NWWDA Grade: Premium. 3. Construction: VPPA (Particleboard core, 5 -ply). Minimum 1/50 inch face veneer before sanding. 4. Edges: Hardwood applied before face veneer; wood species to match faces as closely as possible; minimum 0.50 inch thick. 5. Thickness: 1.75 inches. 2.3 FABRICATION A. Fabricate wood doors in accordance with AWI Quality Standards. B. Provide doors with same exposed surface material on both faces, unless otherwise indicated. C. Factory-preflt and premachine doors to fit frame opening sizes indicated and complying with AWI prefitting tolerances. 2.4 FINISHES A. Transparent Finish: Factory finish, AWI System No TR -2 (AWI Section 1500). PART 3 - EXECUTION 3.1 INSTALLATION Install wood doors to comply with manufacturer's instructions and with referenced AWI standard and as indicated. Align and fit doors in frames with uniform clearances and bevels. 1. Machine doors for hardware. 2. Seal cut surfaces after fitting and machining. C. Prefit Doors: Fit to frames for uniform clearance at each edge. A. 3.2 INSTALLATION TOLERANCES Prefit Clearances: 1. Top and Hinge Edges: 1/8 inch 2. Single Door, Lock Edge: 1/8 inch 3. Pair Meeting Edge: 1/16 inch per leaf 4. Bottom: 1/2 inch from top of decorative floor covering; 3/4 inch maximum from toop of noncombustible floor; 3/8 inch maximum from top of noncombustible sill or threshold. B. Maximum Diagonal Distortion (Warp): 0.25 inch measured with straight edge comer to comer. 07/07/00 END OF SECTION BUILDING PERMIT Fatigue Technology, Inc. 08310 -1 CNA Architecture -1137 ACCESS PANELS SECTION 08310 - ACCESS PANELS PART 1 - GENERAL 1.1 SECTION INCLUDES A. Prefabricated steel door and frame units for access to concealed space. 1.2 SYSTEM DESCRIPTION A. Partition and Soffit Construction: Gypsum board on metal framing. B. Locations: 1. Ceiling access. 2. Partition access. C. Fire Resistance Classifications: UL or WHI listed and labeled assembly matching or exceeding classification of construction in which mounted. 1.3 SUBMITTALS Comply with requirements of Section 01330. Product Data: Include data for standard components, sizes, materials, and hardware operating features. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Acceptable Manufacturers: Subject of conformance to requirements, firms offering products that may be incorporated into the Work include the following: 1. Milcor 2. Karp Associates, Inc. 3. J.L. Industries 4. Nystrom, Inc. 5. Williams Bros. Corp. B. Substitutions: Comply with requirements of Section 01630. 2.2 MANUFACTURED UNITS - WALL ACCESS A. Access Door Design: Williams Bros. products specified to establish quality and style for location: 1. Drywall: Style WB -RDW, with recessed panel to receive gypsum board. 2. Tile: Style WB -GP, general purpose type. B. Construction: 1. Frame: 16 gage steel. 2. Door Panel: 14 gage steel. 3. Hardware: a. Concealed pivot hinge. b. Flush, screwdriver operated steel cam latch. C. Finish: Phosphatized, with baked -on rust inhibitive prime coat. 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. 08310 - 2 CNA Architecture -1137 ACCESS PANELS 2.3 MANUFACTURED UNITS - CEILING ACCESS A. Access Panel Design: Ceiling access hatch clad with 1/2 -inch gypsum board for installation in drywall construction. 1. Size: 24 by 24 inches. 2. Product: Type KSTDW /CAD as manufactured by Karp Associates, Inc. B. Construction: 1. Frame: 20 gage hot dipped galvanized steel. 2. Door: 20 gage galvanized steel, Tined with 3/8 -inch thick fiberboard. 3. Trim: Galvanized steel drywall bead. 4. Gasketing: Flame retardant polyurethane. 5. Locks: Key wrench operated, square head, with plastic grommets. 6. Hinge: Concealed pivot rod with controlled action device. 7. Finish: Phosphatized, with baked -on rust inhibitive prime coat. PART 3 - EXECUTION INSTALLATION Install access panel units in accordance with manufacturer's printed instructions and recommendations. Coordinate location of unit for optimum access to equipment and devices within concealed space. 07/07/00 END OF SECTION BUILDING PERMIT Fatigue Technology, Inc. 08331 -1 CNA Architecture -1137 SECTION 08331 - OVERHEAD COILING DOORS PART 1 - GENERAL 1.1 SUMMARY OVERHEAD COILING DOORS A. Section Includes: Overhead coiling metal doors. 1. Types: a. Insulated service doors ( #'s 111A, 111B, 1112A, 112B, 112D, 113A). b. Service doors, nonrated (# 160A). c. Fire -rated service doors ( #'s 109, 135B). . Operation: a. Electric motor operation. 3. Provide complete operating door assemblies, including door curtains, guides, counterbalance mechanism, hardware, operators, automatic closing devices, and installation accessories. Related Sections: 1. Section 08710 — Door Hardware: Cylinder cores. 2. Electrical connections for powered operators and accessories are specified in Division 18. DEFINITIONS Operation. Cycle: One complete cycle of a door begins with door in closed position. door is then moved to open position and back to closed position. 1.3 SYSTEM DESCRIPTION A. Fire Rated Service Doors: Electric motor (gearhead) operated fire door, time delayed releasing device; flashing Tight and voice warning system; average closing speed 2/3 -foot per second; face of wall mounting. 1.4 PERFORMANCE REQUIREMENTS A. Structural Performance: Provide overhead coiling doors capable of withstanding effects of gravity loads and following loads and stresses without evidencing permanent deformation of door components: 1. Wind Load: Uniform pressure (velocity pressure) of 20 Ibf /sq ft, acting inward and outward. B. Operation -Cycle Requirements: Design overhead coiling door components and operator to operate for not Tess than 20,000 cycles. C. Fire Design Requirements: Automatic closing of fire rated coiling door assembly, ICBO approved for use at fire- protected openings. 1.5 SUBMITTALS A. Comply with requirements of Section 01330. B. Product Data: Manufacturer's printed information, including dimensions of individual components, profiles, and finishes. Include following: 1. Roughing -in diagrams, operating instructions, and maintenance information. 07/07/00 BUILDING PERMIT LL w 0' w a d ,- w Z H0 WF 3 o O y` o 1- w ; • = 0 Z 0 N' 0 Fatigue Technology, Inc. 08331 - 2 CNA Architecture -1137 OVERHEAD COILING DOORS 2. Setting drawings, templates, and installation instructions for built -in or embedded anchor devices. 3. Motors: Show nameplate data and ratings; characteristics; mounting arrangements; size and location of winding termination Tugs, conduit entry, and grounding lug; and coatings. 4. Fire -Rated Doors: Information describing fire- release system, including testing and resetting Instructions. C. Shop Drawings: Show special components and installations not dimensioned or detailed in manufacturers product data sheets. D. Wiring Diagrams: Detail wiring for power, signal, and control systems. Differentiate between manufacturer-installed wiring and field installed wiring and between components provided by door manufacturer and those provided by others. 1.6 QUALITY ASSURANCE A. Installer Qualifications: Engage an experienced installer who is an authorized representative of overhead coiling door manufacturer for both installation and maintenance of units required for Project. Source Limitations: Obtain overhead coiling doors through one source from a single manufacturer. Obtain operators and controls from the overhead coiling door manufacturer. C. Fire -Rated Door Assemblies: Provide assemblies complying with NFPA 80 that are identical to door and frame assemblies tested for fire -test response characteristics per UL 10b, and that are labeled and listed for fire ratings indicated by UL, FM, ITS/Wamock Hersey, or another testing and inspecting agency acceptable to authorities having jurisdiction. D. Electrical Components: Provide electrically operated components that are listed and labeled as defined in NFPA 70, Article 100. 1. Listing and Labeling Agency Qualifications: A Nationally Recognized Testing Agency as defined in OSHA Regulation 1910.7. 1.7 COORDINATION A. Coordinate the work under this Section with installation of electric power and control wiring provided under Division 16. B. Coordinate installation of electrical service from fire alarm system to releasing device. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Acceptable Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated in the Work include: 1. The Cookson Company 2. Cornell Iron Works 3. McKeon Rolling Steel Door Company 4. Overhead Door Corporation 5. Raynor Garage Doors B. Substitutions: Comply with requirements of Section 01630. 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. 08331 - 3 CNA Architecture - 1137 OVERHEAD COILING DOORS 2.2 MANUFACTURED UNITS A. Exterior Service Doors: Cookson Model FMWI - Motor ( Gearhead) Operated Insulated Service Door. B. Interior Doors: 1. Nonrated Door - Motor: Cookson Model FCM - Motor (Gearhead) Operated Service Door. 2. Fire - rated Door: Cookson Model FD -5 - Motor, (gearhead) rolling fire door. 2.3 DOOR CURTAIN MATERIALS AND CONSTRUCTION A. Door Curtain: Fabricate overhead coiling door curtain of interlocking slats, designed to withstand wind loading indicated, in a continuous length for width of door without splices. Unless otherwise indicated, provide slats of material thickness recommended by door manufacturer for performance, size, and type of door indicated, and as follows: 1. Steel Door Curtain Slats: Structural quality, cold - rolled galvanized steel sheets complying with ASTM A 653, with G90 zinc coating. a. Provide manufacturer's standard 2.25 -inch high flat profile slats. b. Slats - Uninsulated: Design based on Cookson No. 1, 2.25 -inch high by 0.75 -inch deep flat slat, 0.0396 inch thick (20 gage) galvanized steel. c. Provide manufacturer's standard S- configuration slats. 2. Insulated Curtain Slats: Fill slat with manufacturer's standard solid polyurethane thermal insulation complying with maximum flame spread and smoke developed indices of 25 and 50 respectively, according to ASTM E 84. Enclose insulation completely within metal slat faces. a. Inside Curtain Slat Face: To match material of outside metal curtain slat, not less than 0.028 inch (24 gage) galvanized steel. b. Slats - Insulated: Design based on Cookson No. 44, 3 -inch high by 0.875 -inch deep, consisting of 0.0336 inch thick (22 gage) exterior slat and a 0.0276 inch thick (24 gage) interior slat separated by 0.813 inch of solid insulation. B. Endlocks: Malleable iron castings galvanized after fabrication, secured to curtain slats with galvanized rivets. Provide locks on not less than altemate curtain slats for curtain alignment and resistance against lateral movement. C. Windlocks: Malleable iron castings secured to curtain slats with galvanized rivets or high - strength nylon, as required to comply with wind Toad. D. Bottom Bar: Two angles, each not Tess than 1.50 by 1.50 by 0.125 -inch thick, either galvanized steel or stainless steel or aluminum extrusions to suit type of curtain slats. 1. Astragal: Provide a replaceable, adjustable, continuous, compressible gasket of flexible vinyl, rubber, or neoprene between angles or fitted to shape as a cushion bumper for interior door. 2. Provide motor - operated doors with combination bottom astragal and sensor edge. E. Curtain Jamb Guides: Fabricate curtain jamb guides of steel angles, or channels and angles, with sufficient depth and strength to retain curtain, to allow curtain to operate smoothly, and to withstand loading. Build up units with not Tess than 3/16 -inch thick galvanized steel sections complying with ASTM A 36 and ASTM A 123. Slot bolt holes for guide adjustment. Provide removable stops on guides to prevent over - travel of curtain and a continuous bar for holding windlocks. 07/07/00 BUILDING PERMIT N 0 J w 0 u- � w zP t o ww . 0 0— 0 H; w w . Z O U N; 0 � Fatigue Technology, Inc. 08331 - 4 CNA Architecture -1137 OVERHEAD COILING DOORS 2.4 HOODS AND ACCESSORIES A. Hood: Form to entirely enclose coiled curtain and operating mechanism at opening head and act as weatherseal. Contour to suit end brackets to which hood is attached. 1. Roll and reinforce top and bottom edges for stiffness. 2. Provide closed ends for surface- mounted hoods and fascia for any portion of between- jamb mounting projecting beyond wall face. 3. Provide intermediate support brackets as necessary to prevent sag. 4. For fire -rated assemblies, include automatic drop baffle to guard against passage of smoke or flame. B. Steel Doors: Fabricate steel hoods of not less than 0.028 -inch thick hot -dip galvanized steel sheet with G90 zinc coating, complying with ASTM A 653. C. Shape: Round. D. Smoke Seals: UL listed and tested smoke seal perimeter gaskets. E. Windows - Exterior Insulated Doors: Provide 5 rows of slats with windows 1 -1/8 -inch high by 7- 1/2 -inch long spaced minimum 6- inches between windows. Glaze with 1/8 -inch clear mar - resistant Lexan glazing. 07/07/00 Push /Pull Handles: For push -up operated or emergency operated doors, provide galvanized steel lifting handles on each side of door. Provide pull -down straps or pole hooks for doors more than 84 inches high. Slide Bolt: Fabricate with side - locking bolts to engage through slots in tracks for locking by padlock, located on both left and right jamb sides, operable from coil side. Fabricate locking device assembly with lock, spring - loaded dead bolt, operating handle, cam plate, and adjustable locking bar to engage through slots in tracks. 1. Locking Bars: Full -disc cremone type, both jamb sides, operable from inside only. 2. Lock cylinder is specified in Section 08710. I. Chain Lock Keeper. Suitable for padlock. J. Where door unit is power operated, provide safety interlock switch to disengage power supply when door is locked. K. Provide automatic closing device inoperative during normal door operations, with govemor unit complying with requirements of NFPA 80, with easily tested and reset release mechanism, and designed to be activated by following: 1. Oscillating type govemor. 2. Temperature rise and melting point of 165 degrees F (74 degrees C) replaceable fusible links, interconnected and on both sides of wall of door opening. 2.5 COUNTERBALANCING MECHANISM A. General: Counterbalance doors by means of adjustable tension steel helical torsion spring mounted around a steel shaft and contained in a steel barrel connected to door curtain with required barrel rings. Use grease - sealed bearings or self - lubricating graphite bearings for rotating members. BUILDING PERMIT Fatigue Technology, Inc. 08331 - 5 CNA Architecture -1137 OVERHEAD COILING DOORS B. Counterbalance Barrel: Hot - formed structural quality, welded or seamless carbon steel pipe of sufficient diameter and wall thickness to support rolled -up curtain without distortion of slats and to limit barrel deflection to not more than 0.03 inch per foot of span under full load. C. Provide spring balance of one or more oil- tempered, heat - treated steel helical torsion springs sized to counterbalance weight of curtain, with uniform adjustment accessible from outside barrel. Provide cast -steel barrel plugs to secure ends of springs to barrel and shaft. D. Fabricate torsion rod for counterbalance shaft of cold - rolled steel, sized to hold fixed spring ends and carry torsional Toad. E. Brackets: Fabricate of steel not less than 0.250 inch thick, and bolt to wall angle with minimum 0.50 -inch fasteners. 2.6 FINISHES A. General: Comply with NAAMM's Metal Finishes Manual for Architectural and Metal Products for recommendations for applying and designating finishes. Variations in appearance of abutting or adjacent pieces are acceptable if they are within one -half of the range of approved samples; noticeable variations in the same piece are not acceptable. B. Steel and Galvanized Steel Finishes: 1. Factory Primer for Field Finish: Apply manufacturer's standard primer, compatible with field - applied finish, according to coating manufacturer's written instructions for cleaning, pretreatment, application, and minimum dry film thickness. 2. Field Finish: Specified in Section 09910, Paints. 2.7 ELECTRIC DOOR OPERATORS A. General: Provide electric door operator assembly of size and capacity recommended and provided by door manufacturer for door and operational life specified; with electric motor and factory- prewired motor controls, starter, gear reduction unit, solenoid- operated brake, clutch, remote control stations, control devices, integral gearing for locking door, and accessories required for proper operation. B. Comply with NFPA 70. C. Power Supply: 408 VAC, 60Hz, 3 phase. D. Disconnect Device: Provide hand - operated disconnect or mechanism for automatically engaging sprocket -chain operator and releasing brake for emergency manual operation while disconnecting motor, without affecting timing of limit switch. 1. Mount disconnect and operator so they are accessible from floor level. 2. Include an interlock device to automatically prevent motor from operating when emergency operator is engaged and when cylinder locking device is engaged. E. Design operator so motor may be removed without disturbing limit- switch adjustment and without affecting emergency auxiliary operator. F. Provide control equipment complying with NEMA ICS 1, NEMA ICS 2, and NEMA ICS 6, with NFPA 70 Class 2 control circuit, maximum 24 V, ac or dc. G. Door Operator Type: Wall -, hood -, or bracket - mounted jackshaft, gear -head type door operator unit consisting of electric motor, enclosed worm -gear running -in -oil primary drive, chain and sprocket secondary drive, and quick disconnect- release for manual operation. 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. 08331 - 6 CNA Architecture -1137 OVERHEAD COILING DOORS H. Electric Motors: Provide high - starting torque, reversible, continuous duty, Class A insulated electric motors, complying with NEMA MG 1, with overload protection, sized to start, accelerate, and operate door in either direction, from any position, at not less than 2/3 fps and not more than 1 fps without exceeding nameplate ratings or considering service factor. 1. Type: Polyphase, medium induction type. 2. Service Factor. According to NEMA MG 1, unless otherwise indicated. 3. Coordinate wiring requirements and electric characteristics of motors with building electrical system. 4. Unless otherwise indicated, provide open - dripproof type motor, and controller with NEMA ICS 6, Type 1 enclosure. Where indicated for exterior, wet, or humid conditions, provide totally enclosed, nonventilated or fan - cooled motors fitted with plugged drain and controller with NEMA ICS 6, Type 1 enclosure. I. Remote - Control Station: Provide momentary contact, 3- button control station with push button controls labeled OPEN /CLOSE /STOP. 1. Unless otherwise indicated, provide interior units, full - guarded, surface mounted, heavy duty type, with general purpose NEMA ICS 6, Type 1 enclosure. 2. Where indicated for exterior, wet, or humid conditions, provide exterior units, fully guarded, standard duty, surface- mounted, weatherproof type, NEMA ICS 6, Type 4 enclosure, key operated. J. Obstruction Detection Device: Provide each motorized door with indicated external automatic safety sensor able to protect full width of door opening. Activation of sensor immediately stops and reverses downward door travel. K. Sensor Edge: Provide each motorized door with an automatic safety sensor edge, located within astragal or weather stripping mounted on bottom bar. Contact with sensor immediately stops and reverses downward door travel. Connect to control circuit using manufacturer's standard take -up reel or self - coiling cable. Limit Switches: Provide adjustable switches, interlocked with motor controls and set to automatically stop door at fully opened and fully closed positions. PART 3 - EXECUTION 3.1 INSTALLATION A. Install door and operating equipment, complete with necessary hardware, jamb and head mold strips, anchors, inserts, hangers, and equipment supports, according to shop drawings, manufacturer's written instructions, and as specified. B. Use anchorage devices to securely fasten assembly to wall construction and building framing without distortion or stress. C. Install fire -rated doors to comply with NFPA 80. 3.2 ADJUSTING A. Lubricate bearings and sliding parts; adjust doors to operate easily, free from warp, twist or distortion and fitting weathertight for entire perimeter. 3.3 DEMONSTRATION A. Startup Services: Engage a factory- authorized service representative to perform startup services and to train Owner's maintenance personnel. 07/07/00 BUILDING PERMIT 07/07/00 END OF SECTION Fatigue Technology, Inc. 08331 - 7 CNA Architecture -1137 OVERHEAD COILING DOORS B. Test and adjust controls and safeties. Replace damaged and malfunctioning controls and equipment. Train Owner's maintenance personnel on procedures and schedules related to startup and shutdown, troubleshooting, servicing, preventive maintenance, and procedures for testing and resetting release devices. Schedule training with Owner with at least 7 -days' advance notice. BUILDING PERMIT 7 Fatigue Technology, Inc. 08351 - 1 CNA Architecture —1137 ACCORDION FOLDING DOORS SECTION 08351 — ACCORDION FOLDING DOORS PART 1 - GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Accordion folding door. 1.2 SUBMITTALS A. Comply with requirements of Section 01330. B. Product data for each type of door and installation accessory specified. C. Samples for initial selection in the form of manufacturer's actual outer covering material showing the full range of colors, textures, and pattems available for each type of outer covering material indicated. D. Samples for verification of each type of outer covering material indicated in sets for each color, texture, and pattem specified, showing the full range of variations expected in these characteristics. E. Schedule of door units using same room designations indicated on Drawings. F. Material certificates in lieu of agency test reports, when permitted by Architect, signed by manufacturer certifying that each material item complies with requirements. 1.3 QUALITY ASSURANCE A. Fire-Test-Response Characteristics: Provide applied finish on folding doors with the following surface-buming characteristics as determined by testing identical products per ASTM E 84 by UL, Wamock Hersey, or another testing and inspecting agency acceptable to authorities having jurisdiction. Identify applied finish on folding doors with appropriate markings of applicable testing and inspecting agency or with an accompanying certificate or report. 1. Flame Spread: 25 or less. 2. Smoke Developed: 450 or less. 1.4 WARRANTY A. General Warranty: The special warranty specified in this Article shall not deprive the Owner of other rights the Owner may have under other provisions of the Contract Documents and shall be in addition to, and run concurrent with, other warranties made by the Contractor under requirements of the Contract Documents. B. Warranty Period: 3 years from date of Substantial Completion. 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. 08351 - 2 CNA Architecture -1137 ACCORDION FOLDING DOORS PART 2- PRODUCTS 2.1 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated in the Work include, but are not limited to, the following: 1. Accordion Folding Doors: a. Hufcor, Inc. b. Modernfold, Inc. c. Rampart Partitions, Inc. 2.2 ACCORDION FOLDING DOORS A. General Description: Top - supported, horizontal- sliding, manually operated folding doors with chain controlling the spacing and extension of pantographic or X -type accordion folding frames. B. Outer Covering: Material as described below, attached to support frame in a concealed manner at sufficient intervals to prevent sagging and separation and to permit on -site removal and repair, with vertical seams located in valleys and material hemmed at top and bottom. 1. Vinyl reinforced with woven backing weighing not less than 16 oz. per linear yard. 2. Provide Architect's selections from manufacturer's full range of colors and pattems. C. Carriers: 4 -wheel carriers at lead post and 2 -wheel carriers at intermediate spacing as necessary for size and weight of partition, to ensure secure, easy, and quiet operation. 1. Units 96 inches high or less: Nylon wheels on steel shafts. 2. Units over 96 inches high: Ball- bearing wheels with nylon tread and steel shafts. D. Sweeps: Top and bottom sweep seals on both sides. E. Tracks: Manufacturer's standard extruded- aluminum or steel track with factory- applied, corrosion- resistant finish. Track deflection, independent of structural supporting system, of no more than 80 percent of bottom clearance. Size track to support operation without damage to track, folding unit, or adjacent surfaces; and to comply with the following requirements: 1. Prefinished ceiling guard /channel with recessed track. 2. Galvanized -steel sheet or aluminum subchannel for forming pocket for recessed suspension track. 3. Metal ceiling contact guard to protect finished ceiling surface from damage by moving top sweep seals. Finish to match other exposed metal. F. Hardware: Manufacturer's standard heavy -duty, manually operated metal pulls and latches as follows: 1. Finish: Clear-anodized aluminum. 2. Latch: Operable from both sides of closed partition. 3. Lock: Manufacturer's standard keyed cylinder lock, operable from both sides. G. Jamb Molding: Manufacturer's standard wood or metal molding at closing jamb as required for Tight -tight jamb closure. H. Lead Posts and Jamb Posts: Not Tess than 0.0478 -inch- thick steel formed for rigidity and light seal at supporting construction. 1. Nonferrous jamb strip for single- operating partitions, to ensure tight closure by engaging rubber bumper on lead post. 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. CNA Architecture — 1137 I. Stacking: Provide tiebacks to maintain in open position. 1. Configuration: Stack single doors at one end of opening. 07/07/00 Standard Floor Clearances: 1/4 to 3/4 inch maximum (above floor finish). END OF SECTION 08351 - 3 ACCORDION FOLDING DOORS PART 3- EXECUTION 3.1 INSTALLATION A. General: Comply with manufacturer's printed installation instructions. Install track in one piece. ADJUSTMENTS Adjust units as necessary to ensure smooth, quiet operation without warping or binding. Check and readjust operating hardware so that latches engage accurately and securely without forcing or binding. BUILDING PERMIT <- uJ Z - , t uji :18 Fatigue Technology, Inc. CNA Architecture -1137 SECTION 08410 - ALUMINUM ENTRANCES AND STOREFRONTS PART 1 - GENERAL 1.1 SUMMARY 07/07/00 A. Section Includes: 1. Frames for exterior and interior entrance doors. 2. Aluminum framed glass entrance doors. 3. Fixed storefront framing system. 4. Fixed punched windows. 5. Entrance door hardware, except lock cylinder. B. Related Sections: 1. Section 07920 adjacent const 2. Section 08710 - 3. Section 08800 - 4. Section 08920 - 08410 -1 ALUMINUM ENTRANCES AND STOREFRONTS - Joint Sealants: For perimeter joints between aluminum framing and ruction. Door Hardware: Lock cylinders. Glazing: Requirements for glass and other glazing materials. Glazed Aluminum Curtain Wall. 1.2 PERFORMANCE REQUIREMENTS A. Thermal Movement: Expansion and contraction resulting from ambient temperature cycling range of 120 degrees F to be accommodated within assembly. Moisture within system due to condensation and leakage to be drained to exterior. C. Structural: 1. Maximum Deflection: U175. 2. Stress Safety Factor: 1.65. 3. Wind Load: Basic wind velocity of 80 mph per UBC Chapter 16, Part II, Exposure B, Method 2. 4. Seismic Load: Systems, including anchorage, capable of withstanding the effects of earthquake motions calculated according to requirements of authorities having jurisdiction or ASCE 7, Minimum Design Loads for Buildings and Other Structures, Section 9, Earthquake Loads, whichever are more stringent. D. Fixed Framing Transmission Characteristics: 1. Air Infiltration: Not more than 0.06 CFM per square foot when tested in accordance with ASTM E 283 at an inward test pressure differential of 6.24 psf. 2. Water Penetration: No penetration when tested in accordance with ASTM E 331 at an inward test pressure differential of 8 Ibf per square foot. 3. Condensation Resistance: Not less than 45 CRF when tested in accordance with AAMA 1502. 4. Thermal Transmittance: Incorporate thermal barrier to eliminate direct contact between interior and exterior metal sections. 1.3 SUBMITTALS A. Comply with requirements of Section 01330. B. Product Data: Include construction details, member profiles, and data on finishes. BUILDING PERMIT w 0 ' g a co 0 _ 1` W . O_ Z al la. 0 u) 0 H UJ O 1ii v) O ' z , Fatigue Technology, Inc. CNA Architecture -1137 1.4 QUALITY ASSURANCE PART 2- PRODUCTS 2.1 MANUFACTURERS 08410 - 2 ALUMINUM ENTRANCES AND STOREFRONTS C. Shop Drawings: Provide information not fully detailed in manufacturer's product data, including elevations, jointing details, hardware mounting heights, anchorages, expansion provisions, and glazing details. D. Samples for Color Verification: 1. Submit samples of each specified finish on 12 -inch long sections of metal members. 2. Where finish involves normal color variations, submit sample set showing full range of variations expected. E. Test Reports: Submit certified test results showing systems have been tested by a recognized testing laboratory and comply with characteristics specified. A. Single Source Responsibility: Provide entrance doors and aluminum- framed storefront members from one source and produced by a single manufacturer. B. Design Concept: Drawings indicate size, profiles, and dimensional requirements of entrance and storefront systems required and are based on specific types and models indicated. 1. Aluminum entrance and storefront systems by other manufacturers may be considered provided deviations in dimensions and profiles are minor and do not change design concept as judged by Architect. 2. Burden of proof of equality is on proposer. A. Specified units are products of the Vistawall Architectural Products and are specified as a standard of quality and design intent. B. Subject to compliance with requirements, aluminum entrance doors and storefront framing by the following firms may be considered as acceptable substitutions: a. Amerlite Architectural Products b. EFCO Corporation c. Kawneer Company, Inc. d. United States Aluminum Corporation C. Substitutions: Comply with requirements of Section 01630. 2.2 MATERIALS A. Aluminum Members: Alloy and temper recommended for strength, corrosion resistance, and application of finish. 1. Extrusions: ASTM B 221. 2. Sheet and Plate: ASTM B 209. B. Thermal Barrier: Two -part chemical curing, high density polyurethane. C. Fasteners: Aluminum, nonmagnetic stainless steel, or other noncorrosive material. 1. Except for application of hardware, do not use exposed fasteners. 2. For hardware, use Phillips flat -head machine screws; match finish of member or hardware being fastened. 07/07/00 BUILDING PERMIT V to 9 Nu- w O: 1 a_ N ta W w lid v O ~` Fatigue Technology, Inc. CNA Architecture -1137 D. Weatherstripping: Replaceable compressible neoprene or molded PVC type gaskets or aluminum strip backing as suitable for type of door operation. E. Glass and Glazing Materials: As specified in Section 08800, Glazing: 1. Sidelights; Storefront: Insulating glass units, nominal 1 inch thick 2. Doors: Safety glass, nominal 6 mm thick, complying with UBC Standard 24 -2 (Safety Glazing). 2.3 MANUFACTURED UNITS A. Storefront System: Vistawall MOR Front System. 1. Jamb Member: 1.75 inches by 4.50 inches deep. 2. Mullion: 1.75 by 4.50 inches. 3. Head and Sill Members: 1.75 by 4.50 inches. 4. Intermediate Horizontal: 1.75 by 4.50 inches. 5. Compensating channel at head to allow for movement. 6. Inside Comers: 0.09 -inch thick aluminum brake metal angle filler at interior. Glazing System: 1. Storefront Glazing: a. Extruded resilient gaskets, inside - outside matched; dry, flush - glazed framing with provisions for glass replacement. b. Outside glazed; centerline glazing. c. Outside glazed; butt glazing. 2. Door Glazing: Snap -in glass stops, dry glazing. Framed Glass Entrance Doors: Vistawall PH -12, medium stile swing doors. 1. Thickness: 1.75 inches. 2. Door Framing Widths: a. Stiles: 3.50 inches. b. Top Rail: 3.50 inches. c. Bottom Rail: 6.50 inches. d. Intermediate Rail: 2.25 inches. 07/07/00 2.4 HARDWARE 08410 - 3 ALUMINUM ENTRANCES AND STOREFRONTS D. Butt Hinges: Stainless steel 5- knuckle ball bearing full mortise, standard weight; nonremovable pin (NRP); radius comers, standard template; three hinges per leaf. E. Door Closer: Single acting, off -set hung, overhead concealed closer. Kawneer Husky SAM II. F. Exit Device - Paired Doors Only: Concealed vertical rod type, ANSI /BHMA 04 function. Adams Rite 8600 -36- US32D. G. Lock: Adams Rite 4711. dead latch, with 4569 latch handle inside and cylinder outside. (See latch protector below.) H. Outside Pull: Vertical bent tubular, 90- degree offset bar, 1 -inch diameter, 10 -inch center to center length; through -stile mounting same as push bar. Trimco 1191 -1 US32D. I. Inside Push - Single Door Only: Vertical bent tubular, 90- degree offset bar, 1 -inch diameter, 10 -inch center to center length; through -stile mounting same as push bar. Trimco 1191 -1 US32D. J. Threshold: Aluminum saddle, maximum 0.50 -inch high for ADA compliance. BUILDING PERMIT cow cnU w 0 g Q Z � ' D 0 0 in 0 H w W U :. w 0 O tii z U ~ O 1 Z Fatigue Technology, Inc. CNA Architecture -1137 K. Latch Protector. DonJo LP- 307 -SL, 2.4 FABRICATION A. Fabricate storefront and entrance units to comply with indicated standards. Include a complete system for assembly of components and anchorage of window units. Provide units that are reglazable without dismantling aluminum framing. B. Frame Reinforcement: 1. 1. Provide steel reinforcing within mullions 9 feet long or longer. 2. 2. Reinforce other framing members where required to conform to structural performance requirements. 3. 3. Arrange fasteners and attachments to be concealed from view. C. Prepare components to receive anchor devices. Fabricate anchors. Provide manufacturer's optional anchor channel to allow for additional deflection or settlement of building structure at system head. . Weepholes: Provide baffled weepholes and intemal passages to conduct infiltrating water to the exterior. 08410 - 4 ALUMINUM ENTRANCES AND STOREFRONTS Welding: Comply with AWS recommendations; grind exposed welds smooth and restore mechanical finish. F. Continuity: Maintain accurate relation of planes and angles, with hairline fit of contacting members. Accurately fit and secure joints and comers. Make Joints flush, hairline, and weatherproof. G. Dissimilar Metals: Separate dissimilar metals with zinc chromate primer, bituminous paint, or other separator. 2.5 FINISHES A. Comply with NAAMM Metal Finishes Manual for recommendations relative to application and designations of finishes. B. Exposed Aluminum - Clear Anodized Finish: AAMA 607.1 Architectural Class I clear anodic coating 0.018 mm or thicker; AA- M12C22A41. C. Hardware: ANSI /BHMA 630, satin polish stainless steel, as applicable. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify that rough or precast concrete opening is correct. B. Verify that concrete surfaces are visibly dry and free of excess mortar, sand, and other construction debris. C. Verify that metal surfaces are dry, clean, free of grease, oil, dirt, rust and corrosion, and welding slag, and without sharp edges or offsets at joints. D. Clean glass edges and other surfaces contacting glazing sealant immediately before sealing. 07/07/00 BUILDING PERMIT A Fatigue Technology, Inc. CNA Architecture -1137 E. 08410 -5 ALUMINUM ENTRANCES AND STOREFRONTS Do not proceed with installation of butt glazing sealant until unsatisfactory conditions have been corrected. 3.2 INSTALLATION A. Install products in accordance with manufacturer's instructions. B. Set units plumb, level, and true to line, without warp or rack of framing members, doors, or panels. Provide proper support and anchor securely in place. C. Separate aluminum and other corrodible surfaces from sources of corrosion or electrolytic action at points of contact with other materials by complying with requirements specified in AAMA 101, Appendix, paragraph entitled Dissimilar Materials. 07/07/00 Set perimeter framing and sill members in bed of compound or with Joint fillers or gaskets to provide weather -tight construction. Complete tooling of sealant in one continuous stroke immediately after sealant application and before skin forms. ADJUSTING Adjust and lubricate doors and hardware to provide a proper fit at contact points and at weatherstripping, for smooth operation and weathertight closure. CLEANING Clean aluminum surfaces promptly after installation of glass units. B. Exercise care to avoid damage to protective coatings and finishes. Remove excess glazing and sealant compounds, dirt, and other substances. END OF SECTION BUILDING PERMIT Fatigue Technology, Inc. 08820 -1 CNA Architecture 1137 PLASTIC UNIT SKYLIGHTS SECTION 08820 - PLASTIC UNIT SKYLIGHTS PART 1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Plastic skylights. 2. Integral curb and related fleshings. 3. Security bars. Related Sections: 1. Section 07550 - Modified Bituminous Membrane Roofing 2. Section 08630 - Metal Framed Skylights. 1.2 SYSTEM DESCRIPTION Design Requirements: 1. Shape: Low profile. 2. Type: Double dome. 3. Glazing: Acrylic, translucent. 4. Configuration: Double glazed units. 5. Shape and Size: a. Square to match existing inside curb. b: Rectangular. Nominal 48 x 72 -inch outside curb. c. Rectangular to match existing inside curb. 1.3 SUBMITTALS A. Comply with requirements of Section 01330. Product Data: Provide configurations, fastening methods and installation details, characteristics of light admitted, and transparency. PART 2 - PRODUCTS 2.1 MANUFACTURERS B. 07/07/00 Structural Requirements (minimum): 1. Snow Load: 30 psf. 2. Wind Load: 20 psf. 3. Safety Factors: a. Framing: 1.65. b. Fasteners: 4. A. Manufacturer: Subject to compliance with requirements, provide unit skylights by one of the following: 1. Bristolite Skylights 2. Naturalite /EPI Skylight Systems 3. O'Keeffe's, Inc. B. Substitutions: Comply with requirements of Section 01630. BUILDING PERMIT Fatigue Technology, Inc. 08820 - 2 CNA Architecture -1137 PLASTIC UNIT SKYLIGHTS 2.2 MANUFACTURED UNITS 07/07/00 A. Plastic Skylight Units: Factory- assembled unit consisting of plastic glazing, extruded aluminum glazing retainer, gasketing, inner frame, and integral curb with self - contained roof flashing flanges; complying with AAMA bulletin 1600. B. Curb Construction: Self- flashing units with integral, self - supporting double wall aluminum curb enclosing minimum 1 -inch glass fiber board (or equivalent) insulation and with minimum 3 -inch roof flanges; 9 -inch minimum curb height; integral provisions to collect and drain condensation to exterior. C. Dome: Cast acrylic double sheet with hermetic edge seal and 1 inch air space; clear transparent inside sheet and white transparent exterior sheet with 25 - 30 percent light transmittance. Glaze domes into framing with gaskets of neoprene or PVC. 2.3 ACCESSORIES A. Fasteners: Same metal as metals being fastened, or nonmagnetic stainless steel or other noncorrosive metal as recommended by skylight manufacturer. B. Protective Backing Paint: SSPC -Paint 12, solvent -type, bituminous mastic, nominally free of sulfur and containing no asbestos fibers, compounded for 15 -mil dry film thickness per coat. Mastic Sealant: Polyisobutylene; nonhardening, nonskinning, nondrying, nonmigrating sealant. D. Security Grilles: Hardened steel bars, 3/4-inch diameter, spaced 6 inches oc in one direction, 12 inches oc in other direction. 1. Weld bar intersections, and weld ends of bars to structural frame or primary curb walls. 2. Clean and paint with rust- inhibitive metal primer. 2.4 FABRICATION A. Fabricate free of visual distortion and defects. B. Provide weathertight assembly. C. Drain water entering joints, caused by condensation, or migrating moisture occurring within unit, to exterior. 2.5 FINISHES A. Comply with NAAMM Metal Finishes Manual for recommendations relative to application and designations of finishes. B. Aluminum Finish: AAMA 607.1 Architectural Class it clear anodized coating 0.010 mm or thicker; AA- M12C22A31. PART 3 - EXECUTION 3.1 INSTALLATION A. Install in accordance with manufacturer's instructions. B. Coordinate with installation of roofing system and related flashings. BUILDING PERMIT 07/07/00 END OF SECTION Fatigue Technology, Inc. 08820 - 3 CNA Architecture -1137 PLASTIC UNIT SKYLIGHTS C. Anchor units securely to supporting structural substrates, adequate to withstand lateral and thermal stresses as well as Inward and outward loading pressures. Isolation: Apply backing paint on aluminum surfaces of units in contact with cementitious materials or dissimilar metals. Flange Seals: Except as otherwise indicated, set flanges of units in a thick bed of roofing cement to form a seal. Cap Flashing: Where cap flashing is required as component of the skylight, Install to provide an adequate waterproof overlap with roofing or roof flashing as counterflashing. Seal with thick bead of mastic sealant, except where overlap is indicated to be left open for ventilation. BUILDING PERMIT Fatigue Technology, Inc. 08830 -1 CNA Architecture - 1137 METAL FRAMED SKYLIGHTS SECTION 08830 - METAL FRAMED SKYLIGHTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Metal skylight framing. 2. Related flashing. 3. Glazing. B. Related Sections: 1. Section 07550 - Modified Bituminous Membrane Roofing 2. Section 08820 - Plastic Unit Skylights 3. Section 08800 - Glazing: Requirements for glazing materials. 1.2 - SYSTEM DESCRIPTION A. Design Requirements: 1. Extruded aluminum framing with mechanically attached pressure bar or optional structural silicone joint. 2. Framing members to have integral gutter system for positive drainage of condensation and infiltration to exterior. 3. Shape: Pyramid. B. Performance Requirements: 1. Design metal framing to support following Toads: a. Positive Live Loads: 1) Snow Load: 25 pounds per square foot. 2) : Wind Load: 18 psf (uplift). Negative Live Load: 30 psf. Load Combinations: 1) Snow load plus dead Toad. 2) Wind Load plus dead load. 3) 50 percent of snow load + wind load + dead load. d. Maximum Deflection of Framing Members Subjected to Specified Loads: L/240. 2. Weather Performance Requirements: a. Air Infiltration: 0.03 cfm /sf maximum at static pressure of 1.57 psf (ASTM E 283). b. Water Penetration: No visible water Ieakage.at static pressure of 6.24 psf (ASTM E 331). c. Condensation Resistance: No condensation, CFR = 60 at 20 percent relative humidity (AAMA 1502.7). d. Thermal Conductivity: k = 0.5 maximum. 3. Thermal Movement: Provide for expansion and contraction of framing members caused by temperature range of plus or minus 70 degrees F without causing buckling, performance reduction, or other detrimental effects. c. 1.3 SUBMITTALS A. Comply with requirements of Section 01330. B. Product Data: Include manufacturer's technical data, installation instructions, and data substantiating that materials and performance comply with requirements. 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. 08630 - 2 CNA Architecture -1137 METAL FRAMED SKYLIGHTS 07/07/00 C. Shop Drawings: Indicate layout, joining, profiles, accessories, anchorages, flashing connections, and relationship of supporting structure and to adjoining roof construction. D. Certification: Structural calculations by a structural engineer licensed in the State of Washington. E. Test Reports: 1. Test data on adhesion to samples of metal and glass, tested in accordance with ASTM C 794. 2. Compatibility statement that materials in contact with sealant are congruous with the sealant after 21 days exposure to ultraviolet, 2000 -4000 (micro -watt UV) radiation. 3. Statement from insulating glass supplier that units will withstand specified loads. 1.4 QUALITY ASSURANCE A. Skylight Manufacturer: Firm responsible for design, fabrication, and erection of skylight assembly shall be regularly engaged in custom skylight construction and shall show proof of successful similar projects completed over past five years. Certification: Structural calculations shall be performed by structural engineer registered in State of Washington. Skylight shall be installed by factory- trained mechanics. 1.5 WARRANTY A. System shall be warranted against leakage for a period of five years. B. Structural sealant shall be warranted for ten years, certifying that cured sealant will not: 1. Become brittle or crack due to weathering or expansion and contraction of adjacent surfaces; 2. Harden nor soften beyond Shore A durometer of 20; 3. Change color significantly when used with compatible backup materials; 4. Bleed significantly. PART 2 - PRODUCTS 2.1 MANUFACTURER A. Subject to compliance with requirements, provide skylight by one of the following: 1. Evergreen House, Inc. 2. Fisher Skylights, Inc. 3. Lin -El, Inc. 4. Super Sky Products, Inc. B. Substitutions: Comply with Section 01630. 2.2 MATERIALS A. Aluminum Framework: ASTM B 221 extruded aluminum, 6063 -T6 alloy and temper. B. Flashing: ASTM B 209 aluminum sheet, alloy and temper to suit application and finish. C. Fasteners: 1. Weather Exposed: ASTM A 193 stainless steel, Class 1, B8 300 series. BUILDING PERMIT CO IL w 0' d + w ' z 0 u oI ;O (12 o � w W} F • Z 1 F ' Fatigue Technology, Inc. 08630 - 3 CNA Architecture -1137 METAL FRAMED SKYLIGHTS 2. Concealed: ASTM A 307 zinc - plated steel. D. Glazing Gaskets: 1. Interior: EPDM dense. a. Hardness: ASTM D 2240, Shore A 70 plus or minus 5 Durometer. b. Tensile Strength: ASTM D 412, 1500 -1600 psi. c. Elongation: 250 -300 percent. d. Color. Black. 2. Exterior. Sponge neoprene. a. Hardness: ASTM D 2240, Shore 0 70 plus or minus 5 Durometer. b. Compression Deflection: ASTM D 1056,18 psi. c. Compression Set: ASTM D 395, Method B, 25 percent. d. Water Absorption: ASTM D 1056, 3 percent. e. Color. Black. E. Setting Blocks: Extruded silicone or neoprene block, compatible with glazing type. 1. Hardness: ASTM D 2240, Shore A 70 plus or minus 5 Durometer. F. Sealants: 1. Structural Silicone Sealant: Performance requirements as cured after 14 days at 77 degrees F and 50 percent RH: a. Hardness: ASTM C 661, Shore A 25 plus or minus 5 Durometer. b. Tensile Strength at Maximum Elongation: ASTM D 412, 150 psi. c. Tensile Strength at 100 - percent Elongation: ASTM D 412 psi. d. Peel Strength: ASTM C 794, 30 pounds per inch. e. Joint Movement Capability: Plus or minus 50 percent. f. Color: Manufacturer's standard. 2. Perimeter Flashing Sealant: a. Hardness: FS TT- S- 00230C, Shore A 25 plus or minus 5 Durometer. b. Tensile Strength: ASTM D 412, 180 psi. c. Adhesion in Peel: FS TT- S- 00230C, 20 -28 pounds per inch. d. Ultimate Elongation: ASTM D 412, 550 percent. G. Glazing: 1. Type: Insulating glass unit consisting of heat strengthened or tempered exterior light, air space, and laminated interior light. 2. Thicknesses of glass lights and of air space shall be determined by skylight manufacturer to meet performance loading requirements. 3. Color: a. Outer Glass Light: Blue -Green Reflective: Viracon Solarscreen Low -E Blue - Green reflective glass, with coating on #2 surface, shading coefficient of 0.46 and average daylight transmittance 32 percent. b. Laminated Glass Lights: Clear - clear. c. PVB Interlayer: Clear. 2.3 FABRICATION A. Perform fitting and assembly in manufacturer's shop to greatest extent possible. B. Mark elements which cannot be shop assembled to assure proper field assembly. C. Make visible welds continuous and smooth. D. Design rafter with snap -in type gasket. 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. 08830 - 4 CNA Architecture -1137 METAL FRAMED SKYLIGHTS 2.4 FINISHES C. Exposed Aluminum - Interior: Same finish system as exterior. PART 3 - EXECUTION 3.1 EXAMINATION A. B. C. 3.2 INSTALLATION A. • 3.3 B. 07/07/00 E. Fasten pressure plates to system 10 inches on center maximum. A. Comply with NAAMM Metal Finishes Manual for recommendations relative to application and designations of finishes. B. Exposed Aluminum - Exterior: AAMA 807.1 Architectural Class I clear anodic coating 0.018 mm or thicker;IAA- M12C22A41. Inspect related construction to verify related construction has been properly prepared in accordance with shop drawings and is ready to receive skylight assembly. Ensure that errors and deviations are corrected. Start of work means acceptance of existing conditions. Erect and glaze skylight assembly in accordance with manufacturer's instructions and recommendations. Ensure that weep system is clean and free of obstruction. Remove streaks and smudges from surfaces of aluminum and glazing. PROTECTION AND CLEANING Upon completion of skylight installation, provide suitable protection to prevent subsequent damage during remainder of construction operations. Immediately before Substantial Completion of the Work, clean skylight assembly in accordance with manufacturer's instructions for cleaning. END OF SECTION BUILDING PERMIT Fatigue Technology, Inc. 08710 -1 CNA Architecture -1137 DOOR HARDWARE SECTION 08710 - DOOR HARDWARE PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Hardware for interior and exterior doors, including aluminum framed entrance doors. 2. Weatherstripping for exterior doors. 3. Lock cylinders for roll -up coiling doors, sectional overhead doors. 4. Suitable fastenings. B. Related Sections: 1. Section 06412 2. Section 08331 cylinders. 3. Section 08163 4. Section 08410 5. Section 10160 1.2 SUBMITTALS Comply with requirements of Section 01330. Product Data: Include manufacturer's technical product data for each item, installation instructions, maintenance of operating parts, and other information necessary to show compliance with requirements. C. Hardware Schedule: Indicate items required for each door opening. 1. Type, style, function, size, and finish of each item. 2. Manufacturer and model number. 3. Fastenings and other pertinent information. 4. Explanation of abbreviations, symbols, codes, etc., used in schedule. 5. Mounting locations. 6. Door and frame sizes and materials. 7. Keying information. D. Templates: Furnish hardware templates to each fabricator of doors and frames. E. Keying Schedule. Provide a separate key schedule showing clearly how the Owner's instructions on keying of locks has been fulfilled. Provide a separate accounting of any lock function changes that occurred during the key conference. F. Record Schedule: Furnish three copies of final, as -built record finish hardware schedule. A. 1.3 QUALITY ASSURANCE A. B. 07/07/00 — Laminate -Clad Wood Cabinets: Cabinet hardware. — Overhead Coiling Doors: Coiling door hardware other than lock — Sliding Glass Doors — Aluminum Entrances and Storefronts. — Metal Toilet Compartments: Compartment fittings and hardware • Manufacturer: Obtain each type of hardware from single manufacturer. Qualifications of Hardware Supplier: 1. Recognized architectural finish hardware supplier, with warehousing facilities, who currently maintains parts, stocks, and services for specified standard items and who has been fumishing hardware in project's vicinity for at least five years. 2. Have in its employ an AHC member of the Door and Hardware Institute (DHI). 3. Ensure that AHC and locksmith are available at reasonable times during course of construction to consult with Owner, Architect, or Contractor concerning hardware or keying requirements. 4. Factory authorized distributor of the products furnished. BUILDING PERMIT Fatigue Technology, Inc. 08710 - 2 CNA Architecture - 1137 DOOR HARDWARE C. Fire -Rated Openings: Comply with NFPA Standard 80, Uniform Building Code, and requirements of authorities having jurisdiction. 1. Provide only items of door hardware that are listed and are identical to products tested by UL or WHI for types and sizes of doors indicated and complying with requirements of door and door frame labels. 2. Where emergency exit devices required, provide UL or WHI label on exit devices indicating FIRE EXIT HARDWARE. D. Keying Conference: Arrange meeting attended by a qualified representative of hardware supplier and Architect or Owner to determine keying requirements for Project. Incorporate keying conference decisions into final keying schedule after reviewing following: 1. Function of building, flow of traffic, purpose of each area, degree of security required, and plans for future expansion. 2. Preliminary key system schematic diagram. 3. Requirements for key control system. 4. Address for delivery of keys. E. Preinstallation Conference: Conduct conference at Project site to comply with requirements in Division -1 Section 'Project Meetings." Review methods and procewdures related to electrified door hardware including, but not limited to, following: 1. Inspect and discuss electrical roughing -in and other preparatory work performed by other trades. 2. Review sequence of operation for each type of electrified door hardware. 3. Review and finalize construction schedule and verify availability of materials, Installer's personnel, equipment, and facilities needed to make progress and avoid delays. 1.4 DELIVERY, STORAGE, AND HANDLING A. Deliver hardware to project premises wrapped in packages organized by item type, with item identification clearly marked on outside of each package. B. Inventory hardware jointly with representatives of hardware supplier and hardware installer until both parties are satisfied that count is correct. C. Provide secure lock -up for hardware delivered to the project but not yet installed. 1. 1. Store hardware in locked room or secured screened area with adequate shelving for storage of hardware off floor. 2. 2. Keep storage room or area dry. D. Control handling and installation of items to ensure timely completion of the Work. 1.5 COORDINATION A. Templates: Obtain and distribute to parties involved templates for doors, frames, and other work specified to be factory prepared for installing door hardware. Check shop drawings of other work to confirm that adequate provisions are made for locating and installing door hardware to comply with indicated requirements. B. Electrical System Roughing -In: Coordinate layout and installation of electrified door hardware with connections to: 1. Power supplies. 2. Fire alarm system and detection devices. 3. Access control system. 4. Security system. 5. Building control system. 07/07/00 BUILDING PERMIT re §U 8 ! U) W i co I W O g a' P. D. t O': W f j , U 0 '' - ` 0 W W= • i 1" 'ail z U � 0 Z Fatigue Technology, Inc. 08710 - 3 CNA Architecture -1137 DOOR HARDWARE 1.8 WARRANTY A. General Warranty: Special warranties specified in this Article shall not deprive Owner of other rights Owner may have under other provisions of the Contract Documents and shall be in addition to, and run concurrent with, other warranties made by Contractor. B. Special Warranty: Written warranty, executed by manufacturer agreeing to repair or replace components of door hardware that fail in materials or workmanship within specified warranty period. Failures include, but are not limited to, following: 1. Structural failures including excessive deflection, cracking, or breakage. 2. Faulty operation of operators and door hardware. 3. Deterioration of metals, metal finishes, and other materials beyond normal weathering. C. Warranty Period: Three years from date of Substantial Completion, unless otherwise indicated: Exceptions include: 1. Warranty Period for Manual Closers: 10 years from date of Substantial Completion. 1.7 MAINTENANCE A. Maintenance Tools and Instructions: Furnish two sets of specialized tools and maintenance instructions needed for Owner's continued adjustment, maintenance, and removal and replacement of door hardware. 1.8 EXTRA STOCK A. Fumish following items of extra hardware for Owner's future use: ITEM QUANTITY Mortise Cylinders Four Rim Cylinders Four B. Fumish items individually wrapped in packages with item identification ciearly marked on outside of each package. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Product numbers and designations specified and scheduled are taken from published catalogs and represent the basis for design, quality, and function, subject to requirements of goveming authorities. B. Acceptable Manufacturers: 1. Hinges, Pivots: a. Stanley b. Substitutions: McKinney, Hager 2. Locks/Latches: a. Corbin - Russwin b. Substitutions: Sargent 3. Electronic Access Devices: a. Locknetics b. Substitutions: A.C.S.I. 4. Door Bolts: a. DCI b. Substitutions: Glynn- Johnson, Ives 5. Exit/Panic Devices: a. Von Duprin b. Substitutions: Corbin - Russwin, Sargent 07 /07 /00 BUILDING PERMIT Fatigue Technology, Inc. 08710 - 4 CNA Architecture - 1137 DOOR HARDWARE 2.2 COMPONENTS - GENERAL A. Handing of Door Drawings indicate direction of swing for each door. Fumish items for proper installation and operation of doors as indicated. B. Base Metals: 1. Provide units of basic metal and forming methods indicated, using manufacturer's standard metal alloy, composition, temper, and hardness. 2. Do not provide units of lower commercially recognized quality than hardware units fumished under applicable ANSI A156 series standards. C. Fasteners: 1. Provide Phillips flat head screws except where otherwise indicated. 2. Finish exposed and semi - exposed fasteners to match finish of hardware item being secured. 3. Provide concealed fasteners for hardware items exposed when door is closed, except where no standard units of type specified are available with concealed fasteners. 07/07/00 6. Electric Strikes: a. Folger Adam b. Substitutions: Von Duprin, Locknetics 7. Push and Pull Plates: a. Trimco -BBW b. Substitutions: TICE 8 . Astragals, Coordinators: a. DCI b. Substitutions: Glynn- Johnson, Ives 9. Overhead Closers: a. LCN b. Substitutions: Corbin- Russwin, Dorma, Sargent 10 Hold -Open Closer /Detector: a. Rixson - Firemark b. Substitutions: LCN, Yale 11. Door Stops, Holders: a. Triangle Brass - Builders Brass Works (Trimco -BBW) b. Substitutions: Ives, • Quality 12. Overhead Stops: a. Rixson b. Substitutions: Glynn- Johnson, ABH 13. Door Silencers: a. Glynn- Johnson b. Ives; Quality 14. Protective Trim Units: a. Trimco -BBW b. Substitutions: Quality, TICE 15. Gasketing, Thresholds: a. Pemko b. Substitutions: National Guard Products, Zero 16. Key Control Cabinets: a. Telkee b. Substitutions: Lund Substitutions: Comply with requirements of Section 01630. BUILDING PERMIT Fatigue Technology, Inc. 08710 - 5 CNA Architecture -1137 DOOR HARDWARE 2.3 HARDWARE UNITS A. Hinges/Butts: 1. Type: Commercial grade security hinge; ANSI A156.1, Types A2112 and A5112 (standard weight) typical. 2. Bearing Type: Ball bearing or other no- maintenance concealed bearing, unless otherwise indicated. 3. Templates: Provide only template produced hinges. 4. Screws: Provide machine screws for metal frames and doors, wood screws for wood. 5. Hinge Pins: a. Steel Hinges: Steel pins. b. Nonferrous Hinges: Stainless steel pins. c. Outswing [Exterior] Doors: Nonremovable pins. d. Tips: Flat button and matching plug. 6. Size, except as required for 180 degree swing: a. Interior doors 36 inches and Narrower: 4 -1/2 by 4 -1/2. b. Interior doors 37 inches and Wider: 5 by 4 -1/2. c. Exterior doors: 5 by 4 -1/2. 7. Quantity: Provide not less than three hinges (1 -1/2 pair) for door leaf 90 inches or less in height, and one additional hinge for each 30 inches of additional height. 8. For unusual size or weight doors, furnish type, size, and quantity recommended by hinge manufacturer. B. Locks and Latches: 1. Type: ANSI /BHMA A156.2, Series 4000, Grade 1, heavy duty commercial bored lever locksets. Corbin - Russwin Series CL3400. 2. Trim Design: Lever handles of solid forged brass, cast bronze, or stainless steel, with wrought brass or bronze circular rose. LSA (Lustre). 3. Backset: 2 -3/4 inches. 4. Throw: a. Latchbolt: 1/2 inch, standard. b. Dead Bolt: 1 Inch. 5. Strikes: Wrought box strike, extended curved Hp sufficient to protect trim. C. Lock Cylinders and Cores: 1. Equip locks with 6 -pin cylinders for interchangeable -core pin tumbler inserts to suit door and lock requirements. a. Furnish only temporary inserts for construction period, and remove these when directed. b. Furnish and install final cores. c. Duplicate keys require special order form, authorized Owner signature.] 2. Construct lock cylinder parts from brass or bronze, stainless steel, or nickel silver. 3. Permanently inscribe each key with number of lock that identifies cylinder manufacturer's key symbol, and with notation DO NOT DUPLICATE. 4. Provide three keys for each lock, unless otherwise directed during key conference with Owner. Provide 6 GMK, 18 MK, 12 CMK, and 2 control keys. 5. Upon completion of the Work if requested, require hardware supplier, in presence of Owner, to verify fit and operation of each lockset with proper change key which voids construction key. Tag keys with door numbers and deliver keys to Owner. D. Keying: 1. Except as otherwise indicated, provide new masterkey system for Project.] 2. Comply with Owner's instructions for masterkeying and, except as otherwise indicated, provide individual change keys for each lock that is not designated to be keyed alike with a group of related locks. 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. 08710 - 6 CNA Architecture -1137 DOOR HARDWARE E. Door Bolts: 1. Automatic Flush Bolts: 2. Manual Flush Bolts: 3. Surface Bolts: 4. Dustproof Strikes: 2.4 FINISHES A. Provide following finishes: 1. Exterior door butts, lever locksets, push /pulls: US32D/630. 2. Other locations except as otherwise indicated: US26D. 3. Closers: 689. 4. Gasket "A" aluminum. 5. Kickplates: CAS. 07/07/00 markers, and standard metal cabinet. 2. Capacity: Allow for 50 percent expansion. 3. Cabinet Type: Hinged panel, wall mounted. BUILDING PERMIT F. Exit/Panic Devices: w 1. Design: Touch bar type. g 2. UL listed for fire doors. ' o § G. Overhead Closers: 1. Size: Comply with closer manufacturer's recommendations to suit size of door. 2. Arm: Provide parallel arm or regular arm closer to suit mounting on door face Tess exposed to public view. N p 3. Sex Nuts and Bolts (SNB): Provide for each door. 2 4. Drop Plates: Fumish where required. g5 ` 5. Warranty: Each unit guaranteed five years against mechanical defect. u.. H. Hold -Open Closer /detector 1. Closer Holder Release Devices, BHMA A156.15. w 2. Coordinate and interface integral smoke detector and closer device with fire alarm - system. I. Wall Stops/Floor Stops: Wrought brass/bronze, style as scheduled. 2 3 ` � o = J Angle Stops: 0 rn 1. Type: Rectangular metal angle with solid resilient bumper on one face; designed for use , 01- ; on stopless frames. w w 2. Overall Size: 1.50 by 2 inches. v` 3. Metal: Brass/bronze with plated finish. a - p K. Silencers: Snap -in resilient rubber silencers, three for single -swing doors and four for pairs of v doors, of proper type to suit metal or wood door frames. O L. Protection Plates: ;z 1. Stainless steel, beveled edges, screw applied. 2. Thickness: 0.064 inch. 3. Size: Scheduled height by door width Tess 2 inches (for application on push side), by door width less 1 inch (for application on pull side). a. Armor Plate: 36 inches high. b. Kick Plate: 10 inches high. c. Mop Plate: 6 inches high. 4. Verify door dimensions prior to ordering material. . Smoke Gasket: Extruded silicone, self - adhering or holder mounted to suit conditions. N. Key Cabinet: 1. Complete key control system, including, envelopes, labels, tags with self - locking key clips, receipt forms, three -way visible card index, temporary markers, permanent Fatigue Technology, Inc. 08710 - 7 CNA Architecture -1137 DOOR HARDWARE 8. Other: As listed. B. Provide quality of finish, including thickness of plating or coating (if any), composition, hardness, and other qualities complying with manufacturer's standards, but in no case less than specified by referenced standards for the applicable units of hardware. C. Designations used in schedules and elsewhere to indicate hardware finishes are those listed in ANSI /BHMA A156.18, "Materials and Finishes," including coordination with the traditional U.S. finishes shown by certain manufacturers for their products. PART 3 - EXECUTION 3.1 INSTALLATION A. Mount hardware units at heights indicated in Door and Hardware Institute's Recommended Locations for Builders Hardware for Standard Steel Doors and Frames, except where otherwise indicated or required to comply with governing regulations. B. If question or conflict arises, obtain assistance of hardware supplier and Architect to determine proper mounting height. C. Unless otherwise required, following are standard hardware mounting heights above finish floor. 1. Butts, measured to centerline: a. Top: 11 -3/4 inches from top of door. b. Bottom: 13 inches AFF. c. Intermediate: Equal distance between top and bottom butts. 2. Locksets / Latchsets: 40 -5/16 inches to center of strike. 3. Deadlocks: 48 inches to center of strike. 4. Exit Devices - Mortise Type: 40 -5/16 inches to center of strike. 5. Exit Devices - Vertical Rod Type: Touch bar at same height as on mortise type. 8. Push Bars: 42 inches to center. 7. Push Plates: 45 inches to center. 8. Pulls: 42 inches to center. D. Install each hardware item in compliance with manufacturer's in structions and recommendations. E. Install units level, plumb, and true to line and location. F. Adjust and reinforce attachment substrate as necessary for secure installation and proper operation. G. Set metal thresholds for exterior doors in full bed of butyl rubber or polyisobutylene mastic sealant. H. Provide [kick] and [mop] plate on push [and pull] side of each door where scheduled. Butt plate to edge guard at stile where occurs. Butt armor plate to exit device panic bar at top. 3.2 ADJUSTING A. Check and adjust each door and operating item of hardware to ensure proper operation or function of every unit. B. Replace items which cannot be adjusted to operate freely and smoothly for its intended use. C. Where hardware installation is made more than 30 days prior to acceptance or occupancy of the premises, make final check and adjustment of hardware during week prior to acceptance or occupancy. 1. Clean operating items as necessary to restore proper function and finish. 2. Adjust door control devices to compensate for operation of heating and ventilating equipment. 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. 08710 - 8 CNA Architecture -1137 DOOR HARDWARE D. Instruct Owner's personnel in proper adjustment and maintenance of hardware and hardware finishes. E. Six -Month Adjustment: Require that installer, accompanied by representatives of the manufacturers of latchsets and locksets and of door control devices and their accessory components, retum to the Project approximately six months after date of Substantial Completion to perform the following: 1. Examine and readjust each item of door hardware as necessary to restore function of doors and hardware. 2. Consult with and instruct Owner's [personnel in recommended additions to maintenance procedures. 3. Replace hardware items that have deteriorated or failed due to faulty design, materials, or installation of hardware units. 3.3 HARDWARE SCHEDULE A. Door Hardware Schedule: HW -1 — TYPICAL SINGLE & DOUBLE ALUM DOORS W/ CARD READER Electronic intermediate pivots Cylinder core Electric latch retraction Key switch Power supply Card reader & time controls Balance of hardware by door supplier HW -2 - TYPICAL COILING OVERHEAD DOORS Cylinder Core Balance of hardware by door supplier HW-3 — TYPICAL ALUM DOORS W/O CARD READERS & SLIDING GLASS DOORS Cylinder Core Balance of hardware by door supplier HW-4 — TYPICAL NON - LOCKING RATED STAIR DOORS Butts Latchset Closer Stop Gasket Hot smoke seal HW -5 — EXISTING EXTERIOR EXIT DOORS & INTERIOR STEEL DOORS Retain and refurbish existing door hardware. Replace weather - stripping on existing exterior doors or provide new where none Remove existing cylinders and equip existing locks with 6 -pin cylinders to suit new interchangeable -core pin tumbler inserts for new door lock requirements. Door shoe on existing exterior doors if none 07 /07 /00 BUILDING PERMIT 07/07/00 HW-6 — TYPICAL MULTI-STALL RESTROOM DOORS Butts Push plate Pull handle Closer Kickplate Mop plate Stop Gasket HW-11 — ELEVATOR MACHINE ROOM DOORS Butts Lockset (knurled knob OS) Self closing hinges Overhead Stop Smoke gaskets Fatigue Technology, Inc. 08710 - 9 CNA Architecture -1137 DOOR HARDWARE HW-7 — TYPICAL SINGLE-STALL UNISEX RESTROOM DOORS Butts Privacy set Closer Kickplate Mop plate Stop Gasket HW-8 — TYPICAL NONLOCKING OFFICE DOORS Butts Passage set Stop Mop plate (on non-carpet side only) HW-9 — TYPICAL LOCKING OFFICE DOORS Butts Lockset Stop Mop plate (on non-carpet side only) HW-10 — INTERIOR ELEC/UTILITY, STORAGE & JANITOR CLOSET ROOM DOORS Butts Lockset (knurled knob OS) Self closing hinges Door Stop Mop Plate Smoke gaskets BUILDING PERMIT Fatigue Technology, Inc. 08710 -10 CNA Architecture -1137 DOOR HARDWARE 07/07/00 HW 12 — INTERIOR PAIRS OF FIRE RATED DOORS Butts Lockset (on active leaf) Dummy trim (on inactive leaf) Flush bolts Dust proof strikes Closer (active leaf) Overhead stop Smoke gaskets Meeting stile gasket Hot smoke seal HW -13 — SINGLE INSULATED METAL DOOR W/ CARD READER Butts Electronic intermediate butt Exit device Cylinder Electric latch retraction Key switch Power supply Card reader & time controls Closer Gaskets Threshold Overhead stop HW14 - MISCELLANEOUS EXTERIOR STEEL DOORS Butts Lockset Closer Door stop Kick plate Door shoe Weatherstripping Threshold HW15 — SINGLE INTERIOR RATED EXIT PATH DOOR Butts Exit device Latch set Closer Overhead stop Armor plate (on push side only) Gaskets Hot smoke seal BUILDING PERMIT 07/07/00 END OF SECTION Fatigue Technology, Inc. 08710 -11 CNA Architecture -1137 DOOR HARDWARE HW16 — SINGLE INTERIOR NONRATED EXIT PATH DOOR Butts Push plate Pull handle Closer Door stop Armor plates (on shipping /receiving side only) Miscellaneous Items: 1. Exit/panic devices, wall /floor stops, kick/armor plates, thresholds, weatherstrips, door seals, flush bolts, and other required hardware items are omitted from the Door Hardware Schedule. Need for such items will be determined during the construction document phase and a revised Door Hardware Schedule will be issued at that time. BUILDING PERMIT Fatigue Technology, Inc. CNA Architecture -1137 SECTION 08800 — GLAZING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Glass and glazing for work of sections referencing this Section for products. 2. Glass and glazing to provide continuity of weathertight building enclosure. B. Related Sections: 1. Section 08110 — Steel Doors and Frames: Interior vision panels and relite frames. 2. Section 08410 — Aluminum Entrances and Storefronts. 3. Section 08920 - Glazed Aluminum Curtian Wall 4. Section 10810 — Toilet Accessories. 1.2 SYSTEM PERFORMANCE REQUIREMENTS A. General: Provide glazing systems that are produced, fabricated, and installed to withstand normal thermal movement, wind loading, and impact loading without failure, including Toss or glass breakage attributable to the following: 1. Defective manufacture, fabrication, and installation. 2. Failure of sealants or gaskets to remain watertight and airtight. 3. Deterioration of glazing materials. 4. Other defects in construction. Glass Design: Provide glass lites for the various size openings in thicknesses and strengths to meet or exceed the following criteria: 1. Minimum glass thickness of lites in exterior walls: Nominal 6.0 mm (0.23 inch). 2. Tinted and heat - absorbing glass thickness for each tint: Same throughout Project. 3. Size glass to withstand positive and negative loads acting on glazing systems, with edge clearances and tolerances complying with recommendations of glass manufacturer. C. Thermal Movement: Design temperature change (range) or 120 degrees F ambient, and 180 degrees F material surface. 1.4 QUALITY ASSURANCE A. Glazing Standards: FGMA "Glazing Manual" and "Sealant Manual." B. Safety Glazing Standard: ANSI Z97.1 and testing requirements of 16 CFR Part 1201 for category 11 materials. 07/07/07 08800 -1 GLAZING 1.3 SUBMITTALS A. Comply with requirements of Section 01330. B. Product data. C. Certificates of compliance from glass and glazing materials manufacturers. D. Test reports from sealant manufacturer indicating that glazing materials, including substrate, were tested for adhesion and compatibility with glazing sealants. E. Samples: Submit, for verification purposes, 12 inch square sample for each type of glass indicated except clear single pane units. BUILDING PERMIT Fatigue Technology, Inc. CNA Architecture - 1137 C. Insulating Glass Certification Program: Provide insulating glass units complying with requirements indicated which are permanently marked with certification label of the following inspecting and testing agency: 1. Insulating Glass Certification Council. 2. Associated Laboratories, Inc. PART 2 - PRODUCTS 08800 - 2 GLAZING 2.1 MATERIALS A. Primary Glass Products (AG - Annealed Glass): ASTM C 1036, Type I (transparent, fiat), 6 mm (1/4 inch) thick float glass unless otherwise indicated: 1. Clear Float: Class 1 (clear), Quality q (glazing select). 2. Tinted Float: Class 2 (tinted heat absorbing and tight reducing), Quality q (glazing select). Listed shading and transmittance values are for 6 mm thickness. a. Blue -Green Reflective: Viracon Solarscreen Low -E Blue -Green reflective glass, with coating on #2 surface, shading coefficient of 0.46 and average daylight transmittance 32 percent. Heat - Treated Safety Glass: ASTM C 1048: 1. TG - Tempered Glass, Clear: Kind FT, Condition A, Type I, Class and Quality as specified for primary clear float glass. 2. TG - Tempered Glass, Tinted: Kind FT, Condition A, Type I, Class and Quality and Color as specified for primary tinted float glass. 3. HS - Clear Heat - Strengthened Glass: Kind HS (heat strengthened), Condition A (uncoated surfaces), Type I, Class 1, and Quality q 6 mm (1/4 inch) thick float glass. Laminated Safety Glass: ASTM C 1172: 1. LA - Laminated Annealed Safety Glass: Kind LA, two layers . 3 mm thick clear float glass laminated together with 0.030 inch thick clear plastic interlayer. LAT - Laminated Safety Glass: Kind LHS, two layers 6 mm thick float glass laminated together with minimum 0.030 inch thick clear plastic interlayer, overall thickness 13 mm (17/32 inch). a. Outdoor Lite: Tinted; b. Indoor Lite: Clear. D. Sealed Insulating Glass Units: ASTM E 774, Class A. 1. Nominal Thickness: 1 inch. 2. Glass - Vision Units — IG1: Two lites, both tempered safety or both annealed glass, as scheduled: a. Exterior Lite: Tinted float. b. Interior Lite: Clear float. c. Performance: 64 percent visible light transmittance and 11 percent visible ight reflectance; winter nighttime U -value of 0.31; summer daytime U -value of 0.32; and solar heat gain coefficient of 0.39 3. Glass - Vision Units — IG2: Two lites, both tempered safety or both annealed glass, as scheduled: a. Exterior Lite: Tinted float. b. Interior Lite: Frosted float. c. Performance: 64 percent visible light transmittance and 11 percent visible fight reflectance; winter nighttime U -value of 0.31; summer daytime U -value of 0.32; and solar heat gain coefficient of 0.39 4. Glass - Nonvision Units: Two lites, both heat strengthened safety glass: a. Exterior Lite: Clear float. b. Interior Lite: Clear float glass with colored ceramic frit or opacifled spandrel coating on No. 3 surface. 5. Air Space Thickness: 1/2 inch. 07/07/07 BUILDING PERMIT C.) • g rn w Nu. w 0 gQ ! Do 0 LU 01- • LL 0 w z . 0 CF-' z Fatigue Technology, Inc. CNA Architecture -1137 08800 - 3 GLAZING 6. Sealing System: Dual seal, butyl primary seal, polysulfide secondary seal, 10 year warranty. E. SPG - Spandrel Glass, Monolithic: ASTM C 1048, Kind HS (heat strengthened), Condition B or C (coated surfaces), Type I, Class 1, and Quality q 6 mm (1/4 inch) thick float glass unless z otherwise indicated. Clear float glass with ceramic frit or opacifier spandrel coating on No. 2 surface. F. Mirror. Glazing: 1. Custom Mirrors: ASTM C 1036, Type I (transparent, flat), Class 1 (clear), Quality q v Qo (mirror), 6 mm thick float unless otherwise indicated. N W a. Edge Treatment: Butt ground, with edges sealed after coating to prevent chemical or moisture penetration of backing. b. Coating: FS DD -M- 00411, successive layers of chemically deposited silver, N 0 copper, and protective coating. 2 2. Standard Framed Mirrors: Specified in Section 10810. 5 U. 2.2 ELASTOMERIC GLAZING SEALANTS d ' A. General: Provide products of types indicated and as follows: 1. Compatibility: Select glazing sealants and tapes of proven compatibility with other z � materials they will contact, including glass products, seals of insulating glass units, and g, glazing channel substrates under conditions of installation and service as demonstrated W ui ! by testing and field experience. o 2. Suitability: Comply with recommendations of sealant and glass manufacturers for 8 N' selecting glazing sealants and tapes that are suitable for applications indicated and ,0 . conditions existing at time of installation. W w" 3. Colors: Provide color of exposed joint sealants as selected from manufacturer's full v `. range of standard colors for products of types indicated. • u- p 4. Fire Rated Openings: Provide product identical to product used in fire test assembly to • z' obtain fire- resistive rating. v w Standard Elastomeric Glazing Sealant: One -part, moisture - curing, noncorrosive, silicone Z ' ; sealant designed for conventional glazing applications. Dow Coming 799 Silicone Glass and Metal Building. Sealant. C. Butt Glazing Sealant: One -part, acid -curing silicone sealant recommended by manufacturer for this use; color, Black. Dow Corning 999 -A Building & Glazing Sealant; or equivalent. 2.3 GLAZING ACCESSORIES A. Cellular Elastomeric Preformed Gaskets: ASTM C 509, Type II, black; extruded or molded neoprene. B. Dense Elastomeric Compression Seal Gaskets: ASTM C 864, extruded or molded neoprene, EPDM, or thermoplastic polyolefin rubber. (Refer to Division -8 Section appropriate for their use.) C. Cleaners, Primers, and Sealers: Type recommended by manufacturer of sealants/gaskets. D. Blocks and Spacers: Neoprene, EPDM, or silicone as required for compatibility with glazing sealants; of 80 to 90 Shore A hardness for setting blocks and, for spacers and edge blocks, of hardness recommended by glass and sealant manufacturer for application indicated. E. Compressible Filler Rods: Closed -cell or waterproof - jacketed rod stock of synthetic rubber or plastic foam, 5 -10 psi compression strength for 25 percent compression. 07/07/07 BUILDING PERMIT Fatigue Technology, Inc. CNA Architecture -1137 2.4 FABRICATION A. Fabricate glass and other glazing products in sizes required to glaze openings indicated for Project, with edge and face clearances, edge and surface conditions, and bite complying with recommendations of product manufacturer and referenced glazing standard as required to comply with system performance requirements. B. Butt- Glazed Lites: Clean cut or flat grind vertical edges of butt- glazed monolithic lites in a manner that produces square edges with slight kerfs at junctions with indoor and outdoor faces. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine glass framing, with glazier present, for compliance with the following: 1. Manufacturing and installation tolerances, including those for size, squareness, offsets at comers. B. Minimum required face or edge clearances. C. Effective sealing between joints of glass framing members. D. Do not proceed with glazing until unsatisfactory conditions have been corrected. E. Clean glazing channels and other framing members receiving glass immediately before glazing. Remove coatings that are not firmly bonded to substrates. 3.2 INSTALLATION (GLAZING) A. Comply with referenced FGMA standards and instructions of manufacturers of glass, glazing sealants, and gaskets to achieve airtight and watertight performance and to minimize breakage. B. Protect glass from edge damage during handling and installation. Inspect glass during installation and discard pieces with edge damage that could affect glass performance. C. Set units of glass in each series with uniformity of pattem, draw, bow, and similar characteristics. D. Gasket Glazing (Dry): 1. Fabricate gaskets in lengths recommended by gasket manufacturer to fit openings exactly, with stretch allowance during installation. 2. Secure gaskets in place with joints located at comers to compress gaskets producing a tight seal without developing bending stresses in glass. Seal gasket joints with sealant recommended by gasket manufacturer. 3. Install gaskets so they protrude past face of glazing stops. E. Sealant Glazing (Wet): 1. Install continuous spacers between glass lights and glazing stops to maintain glass face clearances and to prevent sealant from extruding into glass channel weep systems until sealants cure. Secure spacers in place and in position to control depth of installed sealant relative to edge clearance for optimum sealant performance. 2. Force sealants into glazing channels to eliminate voids and to ensure complete wetting or bond of sealant to glass and channel surfaces. 3. Tool exposed surfaces of sealants to provide a substantial wash away from glass. Install pressurized gaskets to protrude slightly out of channel to eliminate dirt and moisture pockets. 3.3 PROTECTION AND CLEANING A. Protect glass from contact with contaminating substances resulting from construction operations. Remove any such substances by method approved by glass manufacturer. 07/07/07 BUILDING PERMIT 08800 - 4 GLAZING B. Wash glass on both faces not more than four days prior to date scheduled for inspections intended to establish date of substantial completion. Wash glass by method recommended by glass manufacturer. Fatigue Technology, Inc. CNA Architecture -1137 3.4 GLAZING SCHEDULE A. Glazing Type AG - Annealed Glass Glazing Type IG1 - Insulating Glass Unit Glazing Type IG2 - Insulating Glass Unit Glazing Type LA - Laminated Annealed Safety Glass Glazing Type SPG - Spandrel Glass Glazing Type TG - Tempered Glass Glazing Type TIG - Tempered Insulating Glass Unit Glazing Type WG ' ▪ Wired Glass 07/07/07 Interior nonrated glazed openings, safety glass not required. Exterior windows, transoms, and storefront glazing, provide safety glass where required. Exterior transom windows to second floor rest rooms Interior nonrated glazed openings, safety glass required Exterior spandrel and opaque recess panel glazing. END OF SECTION Interior glazed openings adjacent to doors, and where safety glass required. Exterior entrances and sidelight glazing; exterior windows, safety glass required. Interior glazed openings in fire rated partitions and doors, where impact safety glass not required. 08800 - 5 GLAZING BUILDING PERMIT 7 Fatigue Technology, Inc. CNA Architecture - 1137 SECTION 08920 - GLAZED ALUMINUM CURTAIN WALL PART 1 - GENERAL B. C. D. E. F. D. Related Sections: 1. Section 07430 2. Section 07920 adjacent constru 3. Section 08520 4. Section 08800 08920 1 GLAZED ALUMINUM CURTAIN WALL 1.1 SUMMARY A. Section Includes: Stick-framed exterior glazed aluminum framed curtain wall. 1. Primary components of the glazed aluminum curtain wall include, but are not limited, to the following: a. Internal steel reinforcement b. Glass and glazing. c. Spandrel and infill panels. d. Anchors and slips, primary and secondary, steel framing required to secure curtain wall to structural farming. e. Interior aluminum closures, caps, trims, sills, borders. f. Perimeter joint sealing of aluminum to dissimilar materials; sealant work In connection with work of this section. B. Products Fumished but Not Installed Under This Section: 1. Fumish inserts and anchors to Section 03300 for casting in concrete. 2. Fumish inserts and anchors to Section 05120 for attaching into structural steel. C. Products Installed but Not Fumished Under This Section: 1. Install firestopping between the floor slab and curtain wall furnished under Section 07210. — Composite Panels. — Joint Sealants: For perimeter joints between aluminum framing and ction. — Aluminum Windows. — Glazing: Requirements for glass and other glazing materials. 1.2 ALTERNATIVES A. Provide an Altemative Price for the following: 1. Base Bid: Vertical butt glazed joints and captured horizontal mullions with pressure plates and snap covers. 2. Altemative No. 1: Glazing captured with vertical and horizontal mullions with pressure plates and snap caps. 1.3 SYSTEM DESCRIPTION A. Self supporting curtain wall, with pressure plate and covers attached to the tongue of back member. Butt glaze vertical mullions. Capture glass horizontally on 2 sides with no exposed fasteners. Sightline Dimensions: Minimum 2-1/2-inch. Support glass at exterior of the system. Tongue of Mullion: Minimum of 5/8-inch thick. G. Verticals and Horizontals: Silicone compatible elastomer thermal break separator which will adhere to silicone sealant. framing intersections to incorporate silicone compatible "zone dams". H. Provide weep holes in horizontal glazing pockets to drain all accumulated water to the exterior. 07/07/00 BUILDING PERMIT 07/07/00 Fatigue Technology, Inc. CNA Architecture -1137 08920 - 2 GLAZED ALUMINUM CURTAIN WALL 1 .4 PERFORMANCE REQUIREMENTS: A. Provide the manufacturer's stock curtain wall system, adapted to the application indicated, that complies with performance requirements specified as demonstrated by testing the manufacturer's corresponding stock systems according to test methods indicated. B. In lieu of mockup tests, independent certified laboratory tests may be used as long as the tested unit simulates typical multi -story conditions as described above. C. Air Infiltration shall be no more than 0.01 CFM per sq. ft. of fixed area at 8.24 psf pressure differential per ASTM E283. D. Water Penetration: No uncontrolled leakage at 12 psf pressure differential with a water rate of 5 gallons/hr /sq. ft. when tested in accordance with ASTM E 331. E. Condensation Resistance Factor (CRF): AAMA specification 1503.1 procedure. 1. Test unit 6' -0" x 6' -8" using two equal size lites of linch insulating glass units composed of two nominal 1/4 inch clear lites with a nominal 1/2 inch air space and an aluminum spacer system. 2. The thermal transmission coefficient (u value) will be determined in accordance with ASTM C 236 and AAMA 1503.1 a. Condensation resistance factor — frame: 70 b. Condensation resistance factor — glass: 56 c. Thermal transmittance due to conduction: u = 0.65 (u values expressed in btu /hr /ft / f). F. Sound Transmission Loss Test. Perform test In accordance with ASTM E 90 -90 and E 413 -87. Test unit to be minimum of 4' -0" x 8' -0" achieving a sound transmission class rating of 34. G. Thermal Transmittance: Incorporate thermal barrier to eliminate direct contact between interior and exterior metal sections, and having a U factor of not more than 0.46. H. Thermal Movement: Expansion and contraction resulting from ambient temperature cycling range from minus 10 degrees F to plus 120 degrees F to be accommodated within assembly without buckling, stress on glass, edge seal failure, excess stress on curtain wall structure, anchors and fasteners, or reduction in performance. 1. Structural test pressure shall be equal to 150 percent of the inward and outward acting design wind pressure. 2. Deflections: The curtain wall system shall be capable of and of performing within the following limitations: a. Deflection of framing members perpendicular to the plane of wall shall not exceed 1/175 of It's clear span or 3/4 inch, whichever is less. b. Deflection of metal panels perpendicular to the plane of the wall shall not exceed 1/120 of the span or 3/4 inch, whichever is Tess. Measure deflection relative to horizontal and vertical support members; use the lesser dimension to determine allowable deflection. c. Deflection of members parallel to the plane of the wall, when carrying It's full dead Toad, shall not exceed an amount that will reduce glass bite by less than 75 percent of the design dimension and shall not reduce the edge clearance between itself and the panel, glass, or other fixed member Immediately below to less than 1/8 inch. BUILDING PERMIT r w U w tu w Q d ` w Z vi 1- 0 LU 0 ; t 0 0 1— w uw` Z U. z ' id _co z Fatigue Technology, Inc. CNA Architecture -1137 08920 - 3 GLAZED ALUMINUM CURTAIN WALL 1.5 SUBMITTALS A. Product Data: Include manufacturer's specifications for materials and fabrication, installation Instructions, and recommendations for maintenance. Include test reports showing compliance with project requirements where test method is indicated. B. Shop Drawings: Show adaptation of manufacturer's standard glazed aluminum curtain wall system to the project; include typical unit elevations at 1/2 -inch scale and details at 3 -inch scale. Show dimensions, profiles of members, anchorage system, interface with building construction, and glazing. 1. Include setting drawings, templates, and directions for the installation of anchor bolts and other anchorages installed as a unit of work under other sections. 2. 2.Indicate where and how the system deviates from contract drawings and specifications. Show section modulus of wind -load- bearing members and calculations of stresses and deflections. Provide material properties and other information needed for structural analysis including computations, prepared, signed, or, and sealed by a professional engineer licensed to practice in the jurisdiction where the project is located. C. Samples: Provide pairs of samples of each aluminum finish type and color on 12 -Inch -long sections of extrusions or formed shapes and on 6- inch - squares of aluminum sheet or plate. Include 2 or more units in each sample set showing the extreme limits of variations expected in color and texture of finish. 1. The Architect reserves the right to require fabrication samples showing the following: a. Prime members. b. Joinery. . c. Anchorage. d. Expansion provisions. e. Glazing and similar details. f. Profiles. g. Intersections. Installer certificates signed by the manufacturer certifying that the Installers of the glazed aluminum curtain wall system comply with requirements indicated. E. Test Reports: Provide test reports from a qualified independent testing laboratory that show compliance of the manufacturer's stock glazed aluminum curtain wall system with performance requirements indicated based on comprehensive testing of the system by the laboratory within the last 3 years current production of the system by the manufacturer. 1.6 QUALITY ASSURANCE A. Installer Qualifications: Engage an experienced Installer who has successfully completed installation of glazed curtain wall systems similar in material, design, and extent to that indicated for the Project and who is acceptable to the curtain wall manufacturer. B. Glazing Standards: Comply with recommendations of Flat Glass Marketing Association (FGMA) "Glazing Manual" and "Sealant Manual" except where more stringent requirements are indicated. Refer to those publications for definitions of glass and glazing terms not otherwise defined in this section or referenced standards. C. Insulating Glass Certification Program: Provide insulating glass units permanently marked either on spacers or on one component pane of units with the appropriate certification label of inspecting and testing organization indicated below. 1. Insulating Glass Certification Council (IGCC). D. Single- Source Responsibility: Provide glazed aluminum curtain wall system for the project from one source from a single manufacturer. 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. CNA Architecture -1137 PART 2 - PRODUCTS 08920 - 4 GLAZED ALUMINUM CURTAIN WALL E. Design Criteria: The drawings indicate size, profiles, and dimensional requirements of the curtain wall system and are based on the specific type and model indicated. 1. Curtain wall systems by other manufacturers having equal performance characteristics may be considered provided deviations in dimensions and profiles are minor and do not change the design concept or intended performance as judged by the Architect. 2. The burden of proof for equality of the curtain wall systems is on the proposer. cell' F. Preinstallation Conference: Before beginning curtain wall installation, conduct a preinstallation — '. conference at the Project site with the curtain wall system manufacturer, installer, and other interested parties to review procedures, schedules, and coordination of the curtain wall u) 8 installation with other elements of the Work. co W 1. Comply with requirements of Division 1 Section "Project Meetings." co u. 1.7 PROJECT CONDITIONS W O A. Field Measurements: Take field measurements before fabrication; show recorded g a measurements on final shop drawings. Coordinate fabrication schedule with construction d progress to avoid delay. 1.8 SEQUENCING AND SCHEDULING ? I-- O A. Schedule installation of the glazed aluminum curtain wall system in sequence with related Z ~ elements of the Work specified in other Sections to ensure that wall assemblies, including 2 n ; flashing, trim, and joint sealers, are protected against damage from effects of weather, age, 0 c o corrosion, and other causes. O lot—, 1.9 WARRANTY I o A. General: Submit a written warranty signed by authorized representatives of the Contractor and - H installer warranting that portions of the Work involving glazed aluminum curtain wall are of • z good quality, free from defects, and in conformance with the requirements of the Contract cfa Documents and further promising to repair or replace defective Work during a 5 -year period P H. O following completion of that portion of the Work. z 1. Defective is defined to include the following: a. Glass breakage. b. Failure of operational parts to function normally. c. Deterioration or discoloration of finishes. d. Failure of the system to meet performance requirements. B. The Warranty submitted under this Section shall not deprive the Owner of other rights or remedies that the Owner may have under other provisions of the Contract Documents and is in addition to and runs concurrent with other warranties made by the Contractor under requirements of the Contract Documents. 2.1 MANUFACTURERS A. Basis of Design: Specified units are products of the Vistawall Architectural Products, and are specified as a standard of quality and design intent. B. Subject to compliance with requirements, glazed aluminum curtainwail framing by the following firms may be considered as acceptable substitutions: 1. EFCO Corporation. 2. Kawneer Company Inc. 3. United States Aluminum Corporation. C. Substitutions: Comply with requirements of Section 01630. 07/07/00 BUILDING PERMIT ....���, Fatigue Technology, Inc. CNA Architecture -1137 PART 3 - EXECUTION 07/07/00 08920 - 5 GLAZED ALUMINUM CURTAIN WALL 2.2 MATERIALS A. Aluminum Members: Alloy and temper recommended for strength, corrosion resistance, and application of finish. 1. Extrusions: ASTM B 221, alloy G.S. 10A -T5. 2. Sheet and Plate: ASTM B 209. B. Thermal Barrier: Two -part chemical curing, high density polyurethane. C. Fasteners: Aluminum, nonmagnetic stainless steel, or other noncorrosive material. 1. Except for application of hardware, do not use exposed fasteners. 2. For hardware, use Phillips flat -head machine screws; match finish of member or hardware being fastened. . Perimeter Anchors: Aluminum or steel, providing the steel is properly isolated from the aluminum. Sealant and Backing Materials: As specified in Section 07920, Joint Sealants. F. Glazing Gaskets: Replaceable elastomeric extrusions. G. Glass Materials: Insulating glass units, nominal 1 inch thick, as specified in Section 08800, Glazing. H. Saflng Insulation: Semi -rigid board secured by metal fasteners. (Refer to Section 07210.) 2.3 MANUFACTURED UNITS A. Curtain Wall System - Basis of Design: Vistawall - Curtain Wall, 1 -inch glazing system. 1. Description: Thermally broken construction, flush glazed from the outside with applied metal caps at outside horizontal glazing sections and butt glazed vertical mullions. 2. Face Dimension: 2.50 inches. 3. Overall Depth: 7.25 inches, including cap. 2.4 FINISHES A. Comply with NAAMM Metal Finishes Manual for recommendations relative to application and designations of finishes. B. Exposed Aluminum - Exterior. AAMA 607.1 Architectural Class! clear anodic coating 0.018 mm or thicker; IAA- M12C22A41. C. Exposed Aluminum - Interior. Same finish system as exterior. 3.1 INSTALLATION A. Install products in accordance with manufacturer's instructions. B. Set units plumb, level, and true to line, without warp or rack of framing members, doors, or panels. Provide proper support and anchor securely in place. C. Separate aluminum and other corrodible surfaces from sources of corrosion or electrolytic action at points of contact with other materials by complying with requirements specified in AAMA 101, Appendix, paragraph entitled Dissimilar Materials. D. Set perimeter framing and sill members in bed of compound or with joint fillers or gaskets to provide weather -tight construction. E. Install firesafing and life- safety containment in locations indicated. Comply with requirements of UBC. BUILDING PERMIT Fatigue Technology, Inc. CNA Architecture -1137 08920 - GLAZED ALUMINUM CURTAIN WALL 3.2 FIELD QUALITY CONTROL A. Inspection: Keep structural connections accessible until required inspections are complete and approved. B. Manufacturers Field Services: Provide manufacturer's field service consisting of product use recommendations and random site visits for inspection of product installation. 3.3 CLEANING A. Remove temporary coverings and protections of adjacent work areas. B. Repair or replace damaged installed products. C. Clean installed products in accordance with manufacturer's instructions prior to acceptance. D. Exercise care to avoid damage to protective coatings and finishes. Remove excess glazing and sealant compounds, dirt, and other construction debris from the site promptly, and dispose of debris. END OF SECTION 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. 09260 -1 CNA Architecture — 1112.01 SECTION 09260 - GYPSUM BOARD ASSEMBLIES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Framing metal studs for interior partitions, 20 gage and lighter (Types A, 8, & C). 2. Metal framing and grid suspension assemblies for gypsum board ceilings. 3. Interior gypsum board and finishing systems. 4. Service shaft enclosures. 5. Ceramic tile backing. 6. Acoustical insulation. Related Sections: 1. Cold- formed Steel Framing and Structural General Notes on S- Series drawings: Framing metal studs for exterior walls, 18 gage and heavier. 2. Section 06100 - Rough Carpentry: Backing, blocking. 3. Section 09512 - Acoustical Panel Ceilings: Exposed grid suspension assemblies for acoustical panels. 4. Section 09820 — Acoustical Insulation and Barriers. 1.2 DESIGN REQUIREMENTS A. Fire- Resistance Ratings: Provide gypsum drywall construction having fire- resistance ratings indicated. B. Conform to assemblies tested per ASTM E 119 by inspecting and testing organization acceptable to authorities having jurisdiction. C. Structural Performance of Interior Partition Systems: 1. Lateral Loading: 5 psf per UBC 1610.2. 2. Deflection Limit For Gypsum Wallboard Finishes: 1/180 of span. D. Structural Performance of Shaft Wall Systems: 1. Lateral Loading: 5 psf per UBC 1610.2. 2. Deflection Limit: 1/240 of partition height. E. Sound Transmission Classes (STC): 1. Untreated Interior Partition: 35 minimum. 2. Sound Partition: 45 minimum. 3. Shaft Wall System: 40 minimum. 1.3 SUBMITTALS A. Comply with requirements of Section 01330. B. Certification: Submit UL, WHI, or other listing of fire rated assemblies, identifying products being provided. 1.4 QUALITY ASSURANCE A. Perform work in accordance with GA 216 - Standard Specifications for the Application and Finishing of Gypsum Board, published by the Gypsum Association. 07/07/00 GYPSUM BOARD ASSEMBLIES BUILDING PERMIT Fatigue Technology, Inc. 09280 - 2 CNA Architecture — 1112.01 GYPSUM BOARD ASSEMBLIES B. Thicknesses of metal framing components are specified by decimal thickness as currently favored by steel industry trade associations. (Refer ASTM A 525.) 1. Specified metal thickness is minimum acceptable for base metal, uncoated, unless specifically indicated as manufacturer's design thickness. 2. Gage references are for convenience only and shall not be used to imply an acceptance of base metal thinner than the decimal thickness specified. C. Fire rating requirements take precedence over construction requirements indicated. In event of conflict, notify Architect and do not proceed in area of conflict until resolved. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Subject to compliance with requirements, provide gypsum board and related products by one of the listed manufacturers. B. Steel Framing and Furring: 1. Dale Industries, Inc. 2. Gold Bond Building Products Div., National Gypsum Co. 3. Marino Industries Corp. 4. Steelers 5. Unimast Incorporated Grid Suspension Assemblies: 1. Chicago Metallic Corporation 2. National Rolling Mils Co. 3. USG Interiors Inc. D. Gypsum Board: 1. Domtar Gypsum Co. 2. Georgia - Pacific Corp. 3. Gold Bond Building Products Div., National Gypsum Co. 4. United States. Gypsum Co. 2.2 STEEL FRAMING COMPONENTS FOR SUSPENDED AND FURRED CEILINGS A. General: Provide components of sizes indicated but not less than those required per ASTM C 754. B. Channels: Cold- rolled steel, 0.0598 -inch minimum thickness of base (uncoated) metal and 7/16 -inch wide flanges. 1. Carrying Channels: 2 inches deep, 590 Ibs per 1000 feet. 2. Carrying Channels: 1 -1/2 inches deep, 475 Ibs per 1000 feet. 3. Furring Channels: 3/4 inch deep, 300 Ibs per 1000 feet. 4. Finish: Rust - inhibitive paint, except provide G60 hot - dipped galvanized coating per ASTM A 525 for framing for exterior soffits and where indicated. C. Steel Studs for Furring Channels: ASTM C 645, with flanges bent back 90 degrees and doubled over to form 3/16 -inch minimum lip (return), characteristics as follows unless otherwise indicated: 1. Depth: 2 -1/2 inches. 2. Base (Uncoated) Metal Thickness: a. Type A: 0.0179 inch minimum (25 gage). 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. 09280 - 3 CNA Architecture — 1112.01 GYPSUM BOARD ASSEMBLIES D. Steel Rigid Furring Channels: ASTM C 645, hat - shaped. 1. Depth: 7/8 inch. 2. Base (Uncoated) Metal Thickness: 0.0179 inch minimum. 3. Finish: Manufacturer's standard corrosion - resistant coating, except provide G40 hot - dipped galvanized coating per ASTM A 525 for framing for exterior soffits and within 10 feet of exterior walls. E. Grid Suspension Systems for Interior Ceilings: ASTM C 645, manufacturer's standard direct- hung grid suspension system composed of main beams and cross furring members which interlock to form a modular supporting network. I. • Wire for Hangers and Ties: ASTM A 641, soft temper, Class 1 zinc coating. Hanger Rods: Mild steel and zinc- coated or protected with rust- inhibitive paint. Angle -Type Hangers: Angles with legs not less than 7/8 inch wide, formed from 0.0635 -inch thick galvanized steel sheet complying with ASTM A 446, Coating Designation G90, with bolted connections and 5/16 -inch diameter bolts. 2.3 STEEL FRAMING FOR WALLS AND PARTITIONS A. Steel Studs and Runners 20 gage and lighter: 1. Type A Studs: ASTM C 645, fabricated from 33 ksi minimum yield strength steel; C channel shaped, punched web for utility access. a. Width: 1 -5/8, 2 -1/2, 3 -1/2, 4, and 6 inches as indicated. b. Thickness: 25 gage (0.0179 inch minimum exclusive of coating). c. Flange: 1 -1/4 inches. 2. Type B Studs (CNA Standard): ASTM C 645, fabricated from 33 ksi minimum yield strength steel; C channel shaped, punched web for utility access. a. Width: 3 -1/2, 4, and 6 inches as indicated b. Thickness: 22 gage (0.0341 inch minimum exclusive of coating). c. Flange: 1 -1/4 inches. 3. Type C Studs: ASTM C 645, fabricated from ASTM A 446 corrosion resistant steel, Grade D, 40 ksi minimum yield strength; C channel shaped, punched web for utility access. a. Width: 3 -1/2, 4, and 6 inches. b. Thickness: 20 gage (0.0568 inch minimum exclusive of coating). c. Flange: 1 -1/4 inches. 07/07/00 3. Finish: Manufacturer's standard corrosion- resistant coating, except provide G40 hot - dipped galvanized coating per ASTM A 525 for framing for exterior soffits and within 10 feet of exterior walls. Concrete Anchors: Fabricated from corrosion- resistant materials, with holes or loops for attaching hanger wires, and with capability to sustain Toad equal to 5 times that imposed by ceiling construction, as determined from testing per ASTM E 488 conducted by a qualified Independent testing agency. 1. Embedded Type: Cast -in -place type designed for attachment to concrete forms. 2. Post- installed Type: Expansion anchor. BUILDING PERMIT Fatigue Technology, Inc. 09260 - 4 CNA Architecture - 1112.01 GYPSUM BOARD ASSEMBLIES B. Steel Studs and Runners 18 gage and heavier: 1. Materials: As scheduled on Structural General Notes S -Series Drawing - Cold Formed Steel Framing. 2. Base (Uncoated) Metal Thickness: As scheduled on Structural General Notes S -Series Drawing - Cold Formed Steel Framing. 3. Depth: As indicated on Drawings. C. Steel Rigid Furring Channels: ASTM C 645, hat - shaped. v 1. Depth: 7/8 inch. y g' 2. Base (Uncoated) Metal Thickness: 0.0179 inch minimum (25 gage) unless otherwise co w noted. Steel Shaft Wall Framing: ASTM C 645, of profile, size, and base (uncoated) metal thickness w O required to produce structural performance requirements and meet fire resistance rating 2 requirements. g a 1. Studs: Manufacturer's standard profile for fire- resistance rated assembly. a 2. Track (Runner): Manufacturer's standard J- profile track with long -leg length as standard = a, with manufacturer, but at least 2 inches (50.8 mm) in depth. t- w 3. Jamb Struts: Manufacturer's standard J- profile strut with long -leg length of 3 inches (76.2 ? mm), in depth matching studs, and not less than 0.0329 inch (0.84 mm) thick. ,_ rz O 4. Comer and End Members: Manufacturer's standard profile framing member for use at ui comers or where assembly terminates at other work, In depth matching w hing studs and in " 2 D; n manufacturer's standard thickness not less than stud thickness. 0 co E. Z- Furring Members: Z- shaped, 0.0179 inch base (uncoated) metal thickness (25 gage), steel, w w` galvanized, ASTM A 525, G60; for mechanical attachment of insulation, to masonry/concrete V walls. L I ~O" 'ui Z 4 0 - A. Provide gypsum board in maximum lengths available to minimize end joints: Thickness, Z 2.4 GYPSUM BOARD 5/8 inch unless otherwise indicated. B. Gypsum Wallboard: ASTM C 36, tapered edges. 1. Non -rated Assemblies: Type X. 2. Fire Rated Assemblies: Type X. C. Gypsum Backing Board for Multi -Layer Applications: ASTM C 442 or C 36. 1. Non -rated Assemblies: Type X. 2. Fire Rated Assemblies: Type X. D. Gypsum Shaft Wall Board: ASTM C 442, Type X, proprietary liner panels or coreboard designed for shaft wall construction, in 1 -inch (25.4 mm) thickness and with moisture resistant paper faces. E. Gypsum Sheathing Board with Water- Resistant Core: ASTM C 79, thickness and size as indicated, type and edge configuration as follows: 1. Type: Type X. 2. Edge and End Configuration: V- shaped tongue and groove long edges, square ends. 07/07/00 BUILDING PERMIT WWI 2.5 TILE BACKING PANELS 2.6 TRIM ACCESSORIES 2.8 MISCELLANEOUS MATERIALS 07/07/00 Fatigue Technology, Inc. 09260 - 5 CNA Architecture — 1112.01 GYPSUM BOARD ASSEMBLIES A. Panel Size: Provide in maximum lengths and widths available that will minimize joints in each area and correspond with support system indicated. B. Glass -Mat, Water - Resistant Backing Board: ASTM C 1178/C 1178M. 1. Available Product: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, "Dens - Shield Tile Backer" manufactured by G -P Gypsum Corp. 2. Product: Subject to compliance with requirements, provide "Dens - Shield Tile Backer" manufactured by G -P Gypsum Corp. 3. Core: 5/8 inch, Type X. A. ASTM C 1047, manufacturer's standard trim accessories, including comer bead and edge trim of beaded type with face flanges for concealment in joint compound except where semi- finishing or exposed type is indicated. B. Interior Installation: Provide accessories formed from sheet steel zinc coated by hot -dip process, or from . zinc alloy, filled type, unless otherwise indicated. 1. Casing Bead: a. Type A: Same as USG 200 -A, U- shaped. b. Type B: Same as USG 200 -B, L- shaped. 2. Comer Bead: Same as USG Dur -A -Bead comer bead. 3. Control Joints: Same as USG No. 093. 2.7 GYPSUM BOARD JOINT TREATMENT MATERIALS A. ASTM C 475 and ASTM C 840, complying with recommendations of manufacturer of both gypsum board and joint treatment materials for application indicated. B. Joint Tape: Paper reinforcing tape, unless otherwise indicated. Use open -weave glass fiber tape where recommended by gypsum board manufacturer with use of setting -type joint compound. C. Setting -Type Joint Compound: Factory- prepackaged, job -mixed chemical - hardening powder products formulated for uses indicated. D. Drying -Type Joint Compounds: Factory- prepackaged, vinyl -based products: 1. Ready -Mix Formulation: Factory- premixed. 2. All-purpose compound formulated for use as both taping and topping compound. A. Provide auxiliary materials for gypsum board construction which comply with referenced standards and recommendations of gypsum board manufacturer: B. Gypsum Board Screws: 1. ASTM C 1002 steel drill screws for fastening gypsum board to steel members less than 0.03 inch thick. 2. ASTM C 954 steel drill screws for fastening gypsum board to steel members from 0.03 to 0.112 inch thick. BUILDING PERMIT tr w 2; , U) $ , w O ' g w 0 . 0 I- wuJ O ! Cu • z 0 ' Fatigue Technology, Inc. 09280 - 6 CNA Architecture — 1112.01 GYPSUM BOARD ASSEMBLIES C. Runner (Track) Fasteners: Power - driven fasteners of type required to sustain loading conditions imposed on partitions or shaft wall assemblies without exceeding allowable design stress of components or structural substrates. D. Laminating Adhesives: Product recommended for laminating gypsum boards. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates to which gypsum board construction attaches or abuts, preset hollow metal frames, structural framing, and other items affecting installation. B. Verify conditions are acceptable and ready to receive gypsum board assemblies. 3.2 . STEEL FRAMING INSTALLATION - GENERAL A. Steel Framing Installation Standard: Install steel framing to comply with ASTM C 754 and ASTM C 840. B. Install supplementary framing, blocking, and bracing at terminations in gypsum board assemblies to support fixtures, equipment services, heavy trim, grab bars, toilet accessories, fumishings, or similar construction. Comply with details indicated and with recommendations of gypsum board manufacturer or, if none, US Gypsum's Gypsum Construction Handbook. C. Isolate steel framing from building structure to prevent transfer of loading imposed by structural movement: • 1. Where edges of suspended ceilings abut building structure at ceiling perimeters and at penetrations of structural elements. 2. . Where partition and wall framing abuts overhead structure. D. Do not bridge building expansion and control joints with steel framing or furring members. Frame both sides of joint with steel framing or furring members or as indicated. 3.3 INSTALLING STEEL FRAMING FOR SUSPENDED AND FURRED CEILINGS A. Secure hangers to structural support by connecting directly to structure where possible. Otherwise connect to inserts, clips, or other anchorage devices, or fasteners as indicated. B. Do not connect or suspend steel framing from ducts, pipes, or conduit. Maintain 2 inches clearance to hangers and braces. Do not attach hangers to steel deck. C. Provide suspended steel framing components in sizes and at spacings indicated, but not Tess than the following: 1. Wire Hangers: 0.1620 -inch (8 gage) diameter, 4 feet o.c. along runners. 2. Carrying Channels (Main Runners): 1.500 inch, 4 feet o.c. 3. Rigid Furring Channels (Furring Members): 16 inches o.c. D. Sway -brace suspended steel framing with hangers used for support. E. Installation Tolerances: Install steel framing components for suspended ceilings so that cross furring members or grid suspension members are level to within 1/8 inch in 12 feet as measured both lengthwise on each member and transversely between parallel members. F. Wire -tie or clip furring members to main runners and to other structural supports. 07/07/00 BUILDING PERMIT ... Fatigue Technology, Inc. 09280 - 7 CNA Architecture — 1112.01 GYPSUM BOARD ASSEMBLIES G. Grid Suspension System: Attach perimeter wall track or angle where grid suspension system meets vertical surfaces. Mechanically join main beam and cross furring members to each other and butt-cut to fit into wall track. H. Coordinate steel framing construction with sprayed -on fireproofing applied to structural elements so both elements of Work remain complete and undamaged. Patch or replace sprayed -on fireproofing removed or damaged during installation of shaft wall assemblies to comply with requirements specified in Division -7 Section "Applied Fireproofing ". 3.4 INSTALLING STEEL FRAMING FOR WALLS AND PARTITIONS A. Install runner tracks at floors, ceilings, and structural walls and columns. Where studs are installed directly against exterior walls of masonry or concrete, install asphalt felt strips between studs and wall. B. Extend partition framing full height to structural supports above suspended ceilings, except where indicated otherwise. 1. Continue framing over frames for doors and other openings. 2. Frame around ducts to provide support for gypsum board. C. Install steel studs at 16 inches on center except where otherwise indicated or required. D. Frame door and other openings with studs and runners and gage, number and arrangement to comply with manufacturer's recommendations for size of opening, weight of doors, and height and stud size, unless otherwise indicated. 3.5 SHAFT WALL INSTALLATION A. General: Install gypsum board shaft wall assemblies to comply with requirements of fire resistance rated assemblies indicated, manufacturer's written installation instructions, following: 1. ASTM C 754 for installing steel framing. 2. Requirements of this Section for applying and finishing gypsum wallboard and other panels indicated. B. Install supplementary framing in gypsum board shaft wall assemblies around openings and as required for blocking, bracing, and support of gravity and pullout Toads of fixtures, equipment, services, heavy trim, furnishings, and similar items that cannot be supported directly by shaft wall assembly framing. 1. At elevator hoistway door frames, provide jamb struts on each side of door frame. Provide other shaft wall framing at opening according to assembly manufacturer's written recommendations. 2. Where handrails are indicated for direct attachment to gypsum board shaft wall assemblies, provide galvanized steel reinforcing strip with 0.0329 -inch minimum thickness of base (uncoated) metal in size indicated, accurately positioned and secured behind at least one face -layer panel. C. Coordinate gypsum board shaft wall construction with sprayed -on fireproofing applied to structural elements so both elements of Work remain complete and undamaged. Patch or replace sprayed -on fireproofing removed or damaged during installation of shaft wall assemblies to comply with requirements specified in Division -7 Section "Fireproofing. D. Isolate shaft wall assemblies from building structure to prevent structural movement from transferring Toads to shaft wall assemblies. E. Install control joints to maintain fire resistance rating of assembly indicated. 07/07/00 ri BUILDING PERMIT Fatigue Technology, Inc. 09260 - 8 CNA Architecture — 1112.01 GYPSUM BOARD ASSEMBLIES F. Seal gypsum board shaft walls with acoustical sealant at perimeter of each assembly where it abuts other work and at joints and penetrations within each assembly. 3.6 GYPSUM BOARD INSTALLATION A. Install and finish gypsum board to comply with ASTM C 840. B. Install gypsum board to metal supports in accordance with GA 216 and fire rated assembly requirements. C. Install ceiling board panels across framing to minimize the number of abutting end joints and avoid abutting end joints in the central area of each ceiling. Stagger abutting end joints of adjacent panels not less than one framing member. D. Install wall /partition board panels to minimize the number of abutting end joints or avoid them entirely. Stagger abutting end joints not Tess than one framing member in altemate courses of board. At stairwells and other high walls, install panels horizontally with end abutting joints over studs and staggered. E. Install gypsum panels with face side out. Do not install imperfect, damaged, or damp panels. Butt panels together for a Tight contact at edges and ends with not more than 1/16 inch of open space between panels. Do not force into place. Locate both edge and end joints over supports, except in ceiling applications where intermediate supports or gypsum board back - blocking is provided behind end joints. Position adjoining panels so that tapered edges abut tapered edges and field -cut edges abut field -cut edges and ends. Avoid joints at comers of framed openings. G. Attach gypsum panels to framing provided at openings and cutouts. Isolate drywall construction from abutting structural and masonry work. Provide edge trim and sealant as recommended by manufacturer. I. Do not bridge building expansion or control joints. Leave space of the width indicated between boards, and trim both edges for installation of sealant or gasket. J. Double Layer Application: Install gypsum backing board for base layers and gypsum wallboard for face layers. 1. On ceilings, apply base layer prior to applying base layer on walls/partitions; apply face layers in same sequence. Offset face layer joints at least 10 inches from parallel base layer joints. Apply base layers at right angles to framing members unless otherwise indicated. 2. On partitions/walls, apply base layers and face layers vertically (parallel to framing) with joints of base layers located over stud or furring member and face layer joints offset at least one stud or furring member with base layer joints. Stagger joints on opposite sides of partitions. K. Single -Layer Fastening Methods: Fasten gypsum panels to supports with screws. L. Double -Layer Fastening Methods: Fasten both base layers and face layers separately to supports with screws. 07/07/00 BUILDING PERMIT m_.:.,.:...,:..�:W.,U.. + - .:..:.c;:� csii.'r.�u.Y ::x•� is .,,:��:. Fatigue Technology, Inc. 09260 - 9 CNA Architecture — 1112.01 GYPSUM BOARD ASSEMBLIES M. Direct Bonding to Substrate: Where gypsum panels are indicated as directly adhered to a substrate (other than studs, joists, furring members, or base layer of gypsum board), comply with manufacturer's recommendations, and temporarily brace or fasten gypsum panels until fastening adhesive has set. 3.7 TILE BACKING PANELS: A. Glass -Mat, Water - Resistant Backing Panel: Comply with manufacturer's written installation instructions and install at locations indicated to receive tile. Install with 1/4 -inch gap where panels abut other construction or penetrations. 3.8 INSTALLATION - TRIM ACCESSORIES A. Determine of trim is to be installed before gypsum board application. B. Level 0 Finish: No taping, applied trim accessories, or finishing required. B. Miter or cope accessories at comers; install with tight Joints and in alignment. Fasten trim at 9- inch centers to base to securely hold trim in place and alignment during joint and surface treatment. C. Accessories for Gypsum Board: 1. Type A Casing Bead — Typical: Same locations as Type B except where three sided protection is required at damp or wet areas and where shown. 2. Type B Casing Bead — Typical: Install around edges, doors, windows, or cute and uncut terminations at abutting perpendicular surfaces. 3. Type C Comer Beads: Install at vertical and horizontal extemal comers. 4. Control Joints: Provide control joints in the gypsum board where any of the following conditions exist. a. A partition, wall, or ceiling traverses a construction joint (expansion, seismic, or building control element) in the base building structure. b. Where a wall or partition runs in an uninterrupted straight plane exceeding 30 lineal feet. (NOTE that a full height door frame may be considered a control joint). c. Interior Ceilings With Perimeter Relief: Control joints shall be installed so that linear dimensions between control joints shall not exceed 50 ft and total area between control joints shall not exceed 2500 sq. ft. A control joint or intermediate blocking shall be installed where ceiling framing members change direction. d. Interior Ceilings Without Perimeter Relief: Control joints shall be installed so that linear dimensions between control joints shall not exceed 30 ft and total area between control joints shall not exceed 900 sq. ft. A control joint or intermediate blocking shall be installed where ceiling framing members change direction. 5. Reveal Moldings: Install at vertical and horizontal joints where indicated on interior elevations. 3.9 INTERIOR GYPSUM BOARD FINISHES A. Definitions: Specified levels of finish represent finishes described in consensus document entitled Recommended Specification: Levels of Gypsum Board Finish, as published by AWCI, CISCA, GA, and PDCA. C. Level 1 Finish: 1. Embed joint tape in joint compound at gypsum board joints and interior angles. 2. After joint treatment, remove excess joint compound from gypsum board surfaces. 3. Apply trim accessories in corridors and other occupied areas. 07/07100 BUILDING PERMIT Fatigue Technology, Inc. 09260 -10 CNA Architecture — 1112.01 GYPSUM BOARD ASSEMBLIES D. Level 2 Finish: 1. Embed joint tape in joint compound at joints and interior angles. 2. Apply separate coat of compound over joints, angles, fastener heads, and accessories. 3. Remove excess joint compound from gypsum board surfaces. - E. Level 3 Finish: 1. Embed joint tape in joint compound at joints and interior angles. 1 2 2. Apply two separate coats of compound over joints, angles, fastener heads, surface defects, and trim accessories. V O 3. Finish joint compound smooth and free of tool marks and ridges. co 0• 4. Remove excess joint compound from gypsum board and leave prepared surfaces ready 9 w ` w to be coated with primer /sealer prior to application of final finishes. u. u. uj O F. Level 4 Finish: 2 1. Embed joint tape in joint compound at joints and interior angles. ga = 2. Apply three separate coats of compound over joints, angles, fastener heads, surface Q defects, and trim accessories. w O 3. Finish joint compound smooth and free of tool marks and ridges. w 4. Remove excess joint compound from gypsum board and leave prepared surfaces ready ? to be coated with primer /sealer prior to application of final finishes. - g G. Level 5 Finish: 2 m 1. Embed joint tape in joint compound at joints and interior angles. co co 2. Apply three separate coats of compound over joints, angles, fastener heads, surface 0 defects, and trim accessories. o ~ 3. - Finish joint compound smooth and free of tool marks and ridges. x 0 4. Sand lightly, and leave prepared surfaces ready to be coated with primer /sealer prior to • u 0 .. application of finish paint. z ,. H. Glass -Mat, Water- Resistant Backing Panels: Finish according to manufacturer's written H. instructions. z 3.10 SCHEDULE OF INTERIOR FINISHES . A. Level 0 Finish Temporary construction only. B. Level 1 Finish Plenum area above ceiling. C. Level 2 Finish Surfaces to receive ceramic tile unless otherwise required by the manufacturer of the glass -mat, water - resistant backing panels. D. Level 3 Finish Surfaces to receive heavy texture applied finishes before painting. Surfaces to receive heavy grade wall coverings. E. Level 4 Finish Gypsum board surfaces provided as part of shell and core and exposed to view in tenant spaces. F. Level 5 Finish Surfaces to receive nontextured flat paint finishes. Surfaces to receive eggshell, semi - gloss, or gloss coatings. Level 5 Finish occurs in all Public Areas, and Corridors. 07/07/00 END OF SECTION BUILDING PERMIT Fatigue Technology, Inc. CNA Architecture —1137 SECTION 09300 — TILE PART 1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Ceramic floor tile. 2. Glazed ceramic wall tile. • 3. Base, trim, and accessories. B. Related Sections: 1. Section 07920 - Joint Sealants: Sanitary sealant at ceramic tile control joints. 1.2 DEFINITIONS A. Module Size: Actual tile size (minor facial dimension as measured per ASTM C 499) plus joint width indicated. B. Facial Dimension: Actual tile size (minor facial dimension as measured per ASTM C 499). 1.3 PERFORMANCE REQUIREMENTS A. Static Coefficient of Friction: For tile installed on walking surfaces, provide products with the following values as determined by testing identical products per ASTM C 1028: 1. Level Surfaces: Minimum 0.6. 2. Sloping Surfaces: Minimum 0.8. 1.4 SUBMITTALS A. Comply with requirements of Section 01330. B. Product Data: Manufacturer's technical performance data and physical characteristics for each type of tile, grout, mortar, additive, accessory, and waterproofing material proposed. Shop Drawings: Indicate tile pattems, perimeter conditions, and junctions with dissimilar materials. 09300 -1 TILE Samples for verification purposes of each item listed below in sets showing full range of variations expected. 1. Each type and composition of tile and for each color and texture required, panels at least 12 by 12 inches in size, mounted on plywood or hardboard backing and grouted. 2. Full -size units of each type of trim and accessory for each color required. 3. Metal edge strips, 6 -inch lengths. E. Certificates: Master grade certificates for each shipment, type, and composition of tile, signed by tile manufacturer and Installer. 1.5 QUALITY ASSURANCE A. Single Source Responsibility - Tile: Obtain each color, grade, finish, type, composition, and variety of tile from a single source with resources to provide products of consistent quality in appearance and physical properties without delaying progress of the Work. 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. CNA Architecture —1137 B. Single Source Responsibility - Setting and Grouting Materials: Obtain materials and products of a uniform quality from a single source or producer for each item. C. Installation Requirements: Comply with Tile Council of America (TCA) 1998 Handbook for Ceramic Tile Installation, and applicable American National Standard Specifications for the Installation of Ceramic Tile, 1992 edition (ANSI). 1.6 PROJECT CONDITIONS A. Maintain environmental conditions and protect work during and after installation to comply with referenced standards and manufacturer's printed recommendations. B. Take measures as required to prevent carbon dioxide buildup. C. Maintain temperatures at 50 degrees F (10 degrees C) or more in tiled areas from two days before installation until seven days after completion of the work, unless higher temperatures are required by referenced installation standard or manufacturer's instructions. 1.7 EXTRA MATERIALS A. Fumish extra materials that match products installed, packaged with protective covering for storage and identified with labels clearly describing contents. B. Furnish quantity of full -size units equal to 3 percent of . amount installed, for each type, composition, color, pattern, and size. PART 2- PRODUCTS 2.1 GENERAL 09300.2 TILE A. ANSI Ceramic Tile Standard: Provide tile that complies with'ANSI A137.1, Specifications for Ceramic Tile, for types, compositions, and other characteristics indicated. B. ANSI Standards for Tile Installation Materials: Provide materials complying with ANSI standards referenced in Setting Materials and Grouting Materials articles. C. Factory Blending: For tile exhibiting color variations within the ranges selected during Sample submittals, blend tile in the factory and package so tile units taken from one package show the same range in colors as those taken from other packages and match approved samples. D. Mounting: Where factory- mounted tile is required, provide back- or edge - mounted tile assemblies as standard with manufacturer. 2.2 TILE PRODUCTS A. Subject to compliance with requirements, provide the product specified for each designation in the Tile Schedule at the end of this Section. B. Product Selections: Specified tile products and colors have been selected as part of the design scheme for this Project. Substitutions will not be allowed. 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. CNA Architecture —1137 2.5 MISCELLANEOUS MATERIALS 07/07/00 09300-3 TILE C. Unglazed Ceramic Tile: Provide factory- mounted flat tile complying with the following requirements: 1. Composition: Porcelain with slip- resistant surface. 2. Module Size: 2 by 2 inches. 3. Nominal Thickness: 1/4 inch. 4. Face: Plain with cushion edges. D Glazed Wall Tile: Provide fiat tile complying with the following requirements: 1. Module Size: 4 by 4 and 6 by 6 inches. 2. Thickness: 5/16 inch. 3. Face: Plain with cushion edges. E. Trim Units: Provide tile trim units to match characteristics of adjoining flat tile and to comply with the following requirements: 1. Size: Coordinated with sizes and coursing of adjoining flat tile where applicable. 2. Shapes: As follows, selected from manufacturer's standard shapes: a. Base for Thin -Set Mortar Installations: Straight. b. Wainscot Cap for Thin -Set Mortar Installations: Surface bullnose. c. Extemal Comers for Thin -Set Mortar Installations: Surface bullnose. 2.3 WATERPROOFING UNDER TILE A. Waterproofing Membrane - Sheet Type: Composite sheet, 0.030 inch thick, composed of chlorinated polyethylene (CPE) sheet faced both sides with laminated high - strength nonwoven polyester. NobleSeal TS. Waterproofing Membrane/Tile - Setting Adhesive: ASTM C 836. One-part liquid urethane, trowel applied, suitable as both waterproofing and tile setting adhesive; with fiberglass mesh tape or mat reinforcement. Hydroment Ultra -Set; or pre- approved equivalent. 2.4 SETTING MATERIALS A. Mortar Bond Coat: ANSI A118.4, latex - portland cement mortar with latex additive. Same as Mapes Kerabond resin mortar with Keralastic polymer additive; performance to meet or exceed the following: 1. Maximum Elongation: 25 percent 2. Shear Strength on Vitreous Tiles: 340 psi 3. Bond Strength: 626 psi 4. Manufacturer's Recommendation: Premier bonding system by intended uses (including tile - over -tile) B. Grout: ANSI A118.6. Prepackaged latex- portland cement dry grout mix with re- emulsifiable powder as additive, for mixing with water only. A. Metal Edge Strips: Stainless steel roll- formed angle trim with 1/8 -inch exposed edge and 1- inch base leg, height to suit tile thickness. BUILDING PERMIT • tr v� Wig' CO uf w w 0 J z Ha z H! LU np 0 co or..." w la H V', O Z , O i z Fatigue Technology, Inc. CNA Architecture —1137 PART 3 - EXECUTION 3.1 EXAMINATION AND PREPARATION A. Seal substrate surface cracks with filler. B. Verify that CBU backing board is securely installed. Tape untaped joints and comers, and cover with skim coat of thinset mortar to a feather edge. C. Verify that suspended concrete slabs are rigid and suitable for thin -set application of tile. Where deflection is sufficient to cause possible Toss of adhesion or cracking of tile, use TCA mortar bed method in lieu of thin bed method specified. D. Identify locations of expansion or control joints and mark on substrates: 1. Tilework exposed to moisture or direct sunlight: Not to exceed 16 feet in each direction. 2. Interior tilework NOT exposed to moisture or direct sunlight: Not to exceed 32 feet in each direction. 3. Where tilework abuts restraining surfaces such as perimeter walls, dissimilar floors, curbs, columns, pipes, ceilings, and where changes occur in backing materials. 4. Over construction, cold, and seismic joints in slabs. 5. Over saw -cut control joints. 6. Over structural joints. Blending: For tile exhibiting color variations within the ranges selected, verify that tile has been blended in factory and packaged accordingly so that tile units taken from one package show same range of colors as those taken from other packages. If not factory blended, either retum to manufacturer for blending or blend at site before installing. 3.2 INSTALLATION - GENERAL A. Comply with parts of ANSI A108 series of tile installation standards as applicable for type of tile, setting materials, grout, and methods of installation indicated. Comply with manufacturer's instructions for application of proprietary materials. B Comply with Tile Council of America (TCA) Handbook for Ceramic Tile Installation methods indicated. C. Extend tilework into recesses and under or behind equipment and fixtures to form a complete covering without interruptions. Terminate work neatly at obstructions, edges, and corners. D. Joint Pattem: Lay tile in grid pattem indicated, unless otherwise indicated. 1. Do not interrupt tile pattern through openings. 2. Align base, wall, and trim joints where sizes permit. 3. Lay out tilework and center tile fields in both directions in each space or on each wall area. Adjust to minimize tile cutting. 4. Provide uniform joint widths unless otherwise indicated. a. Ceramic Floor Tile (2 x 2 tile): 1/16 inch unless otherwise indicated. b. Glazed Wall Tile: 1/16 inch. 07 /07 /00 09300 - 4 TILE BUILDING PERMIT Fatigue Technology, Inc. CNA Architecture —1137 3.3 WATERPROOFING INSTALLATION UNDER TILE C. Do not install tile over waterproofing until waterproofing has cured and been tested to determine that it is watertight. 3.4 INSTALLATION METHODS B. Ceramic Floor Tile - Interior Concrete Slab -on- Grade: 1. Latex - Portland Cement Mortar: ANSI A108.4. 2. Bond Coat: ANSI A108.5, latex - portland cement mortar. 3. Grout: ANSI A108.10, latex- portland cement grout. 3. TCA F113.98 C. Ceramic Floor Tile - Interior Suspended Concrete Slab (wet areas): 1. Portland Cement Mortar: ANSI A108.1. 2. Bond Coat: ANSI A108.5, latex- portland cement mortar. 3. Waterproofing membrane (sheet or liquid - applied). 4. TCA F122 -98 D. Wall - Metal Studs, Interior: 1. Coated Glass Mat Backer Board. 2. Bond Coat: ANSI A108.5, latex - portland cement mortar. 4. Grout: ANSI A108.10, latex - portland cement grout. 3. TCA W245 -99 E. Expansion Joints - Floor and Wall: TCA EJ171 -98. 07/07/00 09300 - 5 TILE E. Metal Edge Strips: Install where exposed edges of tile flooring meet other flooring materials. Install Edge Trim where adjoining flooring finishes nominally flush with top of tile (ceramic tile /carpet); install Transition Edging where elevations of adjoining surfaces are offset (ceramic tile /resilient flooring). 1. Press perforated anchoring leg Into tile adhesive and align. 2. Trowel adhesive over anchoring leg, and solidly embed tiles so that top of trim is 0.0313- Inch below top of tile. 3. Fill joint between tile and trim with grout. F. Sealant - Filled Joints: Provide where indicated. (Refer Article entitled EXAMINATION AND PREPARATION above.) 1. Sealant Material: a. Vertical Surfaces: ES -6 as specified in Section 07920. 2. Joint Width: a. Glazed Wall Tile: 1/4 inch. b. Ceramic Floor Tile : 1/4 inch. G. Grout tile joints in accordance with ANSI A108.10. Make joints watertight, without voids, cracks, excess mortar or excess grout. A. Install waterproofing in compliance with waterproofing manufacturer's instructions to produce a waterproof membrane of uniform thickness bonded securely to substrate. B. Tum membrane up walls behind cementitious backer units; extend membrane a minimum of 6 inches above shower floors. A. General: Install tile to comply with requirements indicated below for setting bed method, TCA installation method related to type of substrate construction, and grout type. BUILDING PERMIT Fatigue Technology, Inc. CNA Architecture —1137 3.5 CLEANING AND PROTECTION C. Apply heavy kraft paper or other heavy protective covering to prevent surface damage during subsequent construction operations. D. Before finial inspection, remove protective coverings and rinse residue from surface. 3.6 TILE SCHEDULE A. _ Tile Designation - CT1: 1. Type: Ceramic mosaic floor tile. 2. Module Size: Nominal 2 by 2 inches. 3. Nominal Thickness: 1/4 -inch 4. Manufacturer: Daltile 5. Product Keystones 6. Color: To be selected later by Architect 7. Applications: Washroom floors Tile Designation - CT2: 1. Type: Glazed wall tile 2. Module Size: Nominal 4 -1/4 by 4 -1/4 inches (nominal) 3. Nominal Thickness: 5/16 inch 4. Manufacturer: Daltile 5. Product: Semi -gloss 6. Color. To be selected later by Architect a. One field tile color with three accent colors 7. Accessories: Surface bullnose runners, external bullnose 8. Applications: Washroom wainscots 07/07/00 A. Clean tile in accordance with applicable ANSI standard for type of tile and method of installation used and manufacturer's instructions. B . Apply pretreatment and penetrating sealer on stone tile according to sealer manufacturer's instructions and recommendations. Allow prime coat to cure 24 hours. Apply impregnator coat according to manufacturer's instructions. Allow seal coat to cure 72 hours before permitting traffic. END OF SECTION 09300 - 8 TILE BUILDING PERMIT It ._1 Fatigue Technology, Inc. 09512 -1 CNA Architecture —1137 ACOUSTICAL PANEL CEILINGS SECTION 09512 - ACOUSTICAL PANEL CEILINGS PART 1 - GENERAL 1.1 SUMMARY 1.2 SUBMITTALS A. Comply with requirements of Section 01330. B. Product Data: Submit manufacturer's technical data for each type of acoustical ceiling unit and suspension system required. 07/07/00 A. Section Includes: 1. Lay -in acoustical panels (ACP). 2. Suspended exposed metal grid system. 3. Seismic restraint. Samples for Verification: Full -size units of each type of ceiling assembly indicated; in sets for each color, texture, and pattem specified, showing the full range of variations expected in these characteristics. 1. 6- Inch - square samples of each acoustical panel type, pattem, and color. QUALITY ASSURANCE Acoustical Panel and Tile Standard: ASTM E 1264. Acoustical Suspension System Standards: ASTM C 635 for materials, ASTM C 636 for Installation. Surface Burning Characteristics: 25 or less for flame spread, 50 or less for smoke developed, per ASTM E 84. D. Fire- Resistance- Ratings: ASTM E 119 and as indicated by reference to design designation in UL Fire Resistance Directory, 1994 edition. 1.4 EXTRA MATERIALS A. Furnish extra materials equaling four percent of each acoustical unit pattern and type installed. B. Furnish extra materials equaling two percent of each type exposed suspension system members installed. C. Package materials in protective covering and identify with appropriate labels. D. Deliver extra materials to Owner. BUILDING PERMIT 1• PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Acoustical Units: 1. Armstrong World Industries. No substitutions. B. Suspension System: 1. Chicago Metallic Corporation. 2. Eastem Products Div., Armstrong World Industries, Inc. 3. United States Gypsum Interiors, Inc. C. Substitutions: Comply with requirements of Section 01600. 2.2 ACOUSTICAL CEILINGS A. Acoustical Ceiling Panels: Suspended Grid System: 1. Type: Standard face double -web. 2. Material: Steel, electrogalvanized. 3. Face Width: 15/16 inch. 4. Profile: Exposed T. 5. Finish of Exposed Surfaces: Baked polyester paint. 6. Color: White. 7. Load Classification: Intermediate Duty. 2.3 ACCESSORIES 09512 - 2 Fatigue Technology, Inc. CNA Architecture —1137 ACOUSTICAL PANEL CEILINGS Subject to compliance with requirements, provide the products specified for each finish ceiling designation in the Acoustical Panel Schedule at the end of this Section. Product Selections: Specified acoustical ceiling products, pattems, and colors have been selected to match existing construction and as part of the Interior Design scheme for this Project. Substitutions will not be allowed. A. Seismic Bracing: Lateral force bracing components in accordance with UBC Standard 25-2, Part III. B. Sheet Metal Closures: Custom formed metal pieces at ceiling breaks as shown or as required for conditions; same material and finish as suspended grid system. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify that layout of hangers will not interfere with other work. B. Examine substrates and structural framing to which ceiling system attaches or abuts, with installer present, for compliance with requirements of this or other sections that affect installation and support of ceiling system. C. Do not proceed with installation until unsatisfactory conditions have been corrected. 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. 09512 - 3 CNA Architecture —1137 ACOUSTICAL PANEL CEILINGS 3.2 PREPARATION A. Arrange acoustical units and orient directionally pattemed units one way within each room or space in manner indicated by reflected ceiling plans. B. Measure each ceiling area and establish layout of acoustical panels to balance border widths at opposite edges of each ceiling. Avoid using less- than - half -width panels at borders, and comply with layout shown on reflected ceiling plans. 3.3 INSTALLATION A. General: Install acoustical panel ceilings to comply with publications referenced below per manufacturer's written instructions and CISCA's "Ceiling Systems Handbook." 1. Standard for Ceiling Suspension System Installations: Comply with ASTM C 636. 2. CISCA's Guidelines for Systems Requiring Seismic Restraint: Comply with CISCA's "Guidelines for Seismic Restraint of Direct -Hung Suspended Ceiling Assemblies- - Seismic Zones 3 & 4." B. Suspend ceiling hangers from building's structural members and as follows: 1. Install hangers plumb and free from contact with insulation or other objects within ceiling plenum that are not part of supporting structure or of ceiling suspension system. 2. Splay hangers only where required to miss obstructions; offset resulting horizontal forces by bracing, countersplaying, or other equally effective means. 3. Where width of ducts and other construction within ceiling plenum produces hanger spacings that interfere with location of hangers at spacings required to support standard suspension system members, install supplemental suspension members and hangers In form of trapezes or equivalent devices. Size supplemental suspension members and hangers to support ceiling loads within performance limits established by referenced standards and publications. 4. Secure wire hangers to ceiling suspension members and to supports above with a minimum of three tight tums. Connect hangers directly either to structures or to inserts, eye screws, or other devices that are secure; that are appropriate for substrate; and that will not deteriorate or otherwise fail due to age, corrosion, or elevated temperatures. 5. Do not attach hangers to high flutes of steel roof deck. Attach hangers to bottom hollow flutes only. 6. Space hangers not more than 48 inches o.c. along each member supported directly from hangers, unless otherwise indicated; and provide hangers not more than 8 inches rom ends of each member. C. Install edge moldings and trim of type indicated at perimeter of acoustical ceiling area and where necessary to conceal edges of acoustical panels. 1. Do not use exposed fasteners, including pop rivets, on moldings and trim. D. Install suspension system runners so they are square and securely interlocked with one another. Remove and replace dented, bent, or kinked members. E. Install acoustical panels with undamaged edges and fitted accurately Into suspension system runners and edge moldings. Scribe and cut panels at borders and penetrations to provide a neat, precise fit. 1. Arrange directionally patterned acoustical panels as follows: a. As indicated on reflected ceiling plans. 2. For square -edged panels, install panels with edges fully hidden from view by flanges of suspension system runners and moldings. 3. For reveal -edged panels on suspension system runners, install panels with bottom of reveal in firm contact with top surface of runner flanges. 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. 09512 - 4 ACOUSTICAL PANEL CEILINGS CNA Architecture 1137 07/07/00 4. Paint cut panel edges remaining exposed after installation; match color of exposed panel surfaces using coating recommended in writing for this purpose by acoustical panel manufacturer. 3.4 TOLERANCES A. Variation from Flat and Level Surface: 0.125 inch in 10 feet. 3.5 ACOUSTICAL PANEL SCHEDULE A. Acoustical Panels - APC -1: 1. Material: ASTM E 1264 Type III, Form 2, Pattem CDK, wet- formed mineral fiber 2. Color: White 3. Light Reflectance: LR 0.810 4. Size: 24 by 48 inches by 3/4 inch thick 5. Edges: Angled tegular lay -in 8. Sound Absorption: NRC 0.50 7. Sound Attenuation: CAC minimum 35 8. Surface Burning Characteristics: Class A (Flame Spread 0 -25), UL labeled 9. Pattern: Armstrong Second Look II, pattem #2767 END OF.SECTION BUILDING PERMIT Fatigue Technology, Inc. 09651 -1 CNA Architecture -1137 RESILIENT TILE FLOORING SECTION 09651 - RESILIENT TILE FLOORING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Resilient tile flooring. 2. Resilient edge (transition) strips. B. Related Sections: 1. Section 09653 - Resilient Base. 2. Resilient flooring and carpet in building areas other than those indicated will be provided in the Tenant Improvement documents. 1.2 SUBMITTALS A. Comply with requirements of Section 01330. B. Product Data: Manufacturer's product data for each type of product specified. C. Samples for Verification: 1. Full -size tiles of each different color and pattem of resilient floor tile specified, showing the full range of variations expected in these characteristics. For resilient accessories, manufacturer's standard size samples, but not less than 12 inches long, of each resilient accessory color and pattem specified. D. Maintenance Data: For resilient floor tile to include in the maintenance manuals specified in Division 1. 1.3 QUALITY ASSURANCE A. Installer Qualifications: Engage an experienced installer to perform work of this Section who has specialized in installing resilient products similar to those required for this Project and with a record of successful in- service performance. B. Source Limitations: Obtain each type, color, and pattem of product specified from one source with resources to provide products of consistent quality in appearance and physical properties without delaying the Work. C. Fire Test Response Characteristics: 1. Critical Radiant Flux: 0.45 W /sq. cm or greater when tested per ASTM E 648. 2. Smoke Density: Maximum specific optical density of 450 or less when tested per ASTM E 662. 1.4 DELIVERY, STORAGE, AND HANDLING A. Deliver products to Project site in manufacturer's original, unopened cartons and containers, each bearing names of product and manufacturer, Project identification, and shipping and handling instructions. B. Store products in dry spaces protected from weather, with ambient temperatures maintained between 50 and 90 degrees F. 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. 09651 - 2 CNA Architecture -1137 RESILIENT TILE FLOORING C. Store tiles on flat surfaces. D. Move products into spaces where they will be installed at least 48 hours before installation, unless longer conditioning period is recommended in writing by manufacturer. 1.5 EXTRA MATERIALS A. Furnish extra materials that match products installed. Package with protective coverings for storage. Label each package or container with manufacturer's name, brand, color, and room locations. B. Quantities: One box for each 50 boxes installed; one box minimum. PART 2- PRODUCTS 2.1 MANUFACTURERS A. Subject to compliance with requirements, provide the product specified for each designation In the Resilient Tile Flooring Schedule at the end of this Section. B. Substitutions: Comply with requirements of Section 01630. 2.2 RESILIENT TILE A. Vinyl Composition Floor Tile: ASTM F 1066, Composition 1 (nonasbestos formulated), and complying with requirements specified in the Resilient Tile Flooring Schedule. 2.3 INSTALLATION ACCESSORIES A. Concrete Slab Primer. Nonstaining type as recommended by flooring manufacturer. B. Leveling and Patching Compounds: Trowelable latex- modified portland cement based floor fill and latex crack filler provided or approved by flooring manufacturer for applications indicated. C . Adhesives: Water- resistant type recommended by manufacturer to suit resilient flooring product and substrate conditions. PART 3 - EXECUTION 3.1 EXAMINATION C. Determine adhesion and dryness characteristics by performing bond and moisture tests recommended by flooring manufacturer. D. Do not proceed with installation until unsatisfactory conditions have been corrected. 07/07/00 A. Examine substrates and conditions where installation of resilient products will occur, with Installer present, for compliance with manufacturer's requirements. Verify that substrates and conditions are satisfactory for resilient product installation and comply with requirements specified. B. Verify that concrete slabs comply with ASTM F 710 and that slab substrates are dry and free of curing compounds, sealers, hardeners, and other materials that may interfere with adhesive bond. BUILDING PERMIT Fatigue Technology, Inc. 09851 - 3 CNA Architecture - 1137 RESILIENT TILE FLOORING 3.2 PREPARATION A. Use trowelabie leveling and patching compounds according to manufacturers written instructions to fill cracks, holes, and depressions. B. Clean subfloors, removing paint, vamish, oil, grease, and other contaminants using solution of trisodium phosphate or machine sanding. Complete cleaning with thorough washing and rinsing. C. Broom and vacuum clean substrates to be covered immediately before product installation. After cleaning, examine substrates for moisture, alkaline salts, carbonation, or dust. Do not proceed with installation until unsatisfactory conditions have been corrected. 3.3 INSTALLATION A. Comply with flooring manufacturer's written instructions and recommendations for types of materials, project conditions, and intended uses. B. Mark floor into quarters with chalk, and lay tile a quarter at a time. C. Lay tile flooring from center marks established with principle walls; adjust as required to avoid use of cut units less than one -half tile wide at perimeters. 1. Match tiles for color and pattern by using in manufactured and packaged sequence. 2. Lay tile in "running" pattern with grain in adjacent tiles running in same direction. 3. Extend tiles into toe spaces, door reveals, closets, open- bottomed obstructions, alcoves, and similar openings. 4. Spread proper adhesive on subfloor in accordance with instructions fumished with adhesive. 5. Press tile firmly to adhesive and butt to adjacent tile. 6. Roll with.100 -pound roller; remove excess adhesive. When floor is completed, roll again. D. Install resilient edge strips at edges of resilient flooring which would otherwise be exposed. 3.4 CLEANING A. Initial Cleaning: 1. Immediately after installation, remove adhesive and other surface blemishes. 2. Sweep or vacuum floor thoroughly. 3. Clean floor with a damp mop and mild neutral detergent solution in accordance with manufacturer's instructions and recommendations. 4. Allow flooring installation to set for at least five days before washing or scrubbinApply at least three coats of commercial floor polish. Allow at least 30 minutes drying time between applicat 5. Do not allow traffic on the floor for the length of time specified by the polish manufacturer. B. Construction Period Maintenance: 1. Protect flooring against mars, marks, indentations, and other damage from construction operations and placement of fixtures and equipment during remainder of construction period. a. Place protective coverings and walk -off mats in areas subject to extensive traffic. Use undyed, untreated building paper. b. Place plywood or hardboard panels over flooring and under objects while they are being moved. 2. Perform continuing regular maintenance of floors until Substantial Completion. 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. 09851- 4 CNA Architecture -1137 RESILIENT TILE FLOORING 07/07/00 3. Sweep or dust -mop frequently. Final Cleaning: Clean floor surfaces not more than four days before date for inspection intended to establish date of Substantial Completion. 1. Machine scrub the floor with a neutral detergent solution according to manufacturer's written recommendations. 2. Before cleaning, strip protective floor polish that was applied after completing installation only if necessary to restore polish finish and if recommended by flooring manufacturer. Do not use no-scrub or no -rinse strippers, as this type of stripper may cause adhesive or tile failure. After cleaning, reapply polish treatment to floor surfaces to restore floor finish according to flooring manufacturer's written recommendations. RESILIENT TILE FLOORING SCHEDULE Vinyl Composition Floor Tile: 1. Floor Covering Designation: VCT 2. Manufacturer: Armstrong 3. Product: Standard Excelon 4. Color: To be selected 5: Class: Class 2 (through -pattern tile) 6. Wearing Surface: Smooth 7. Thickness: 0.125 Inch 8. Size: 12 by ..12 inches END OF SECTION BUILDING PERMIT res Fatigue Technology, Inc. CNA Architecture -1137 SECTION 09853 - RESILIENT BASE AND ACCESSORIES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Resilient wall base at walls. B. Related Sections: 1. Section 09300 — Tile: Metal transition edging at ceramic tile flooring. 2. Section 09680 - Carpet. 1.2 SUBMITTALS A. Comply with requirements of Section 01330. B. Product Data: 09853 -1 RESILIENT BASE AND ACCESSORIES C. Samples for Color Selection: Manufacturer's sample set in form of pieces cut from each type of product specified, showing full range of colors available. 07/07/00 Samples for Verification: Manufacturer's standard sizes, but not less than 300 mm (12 inches) long, of each color selected. • 1.3 • QUALITY ASSURANCE A. Single Source Responsibility: Obtain each type and color of product specified from a single source with resources to provide products of consistent quality in appearance and physical properties without delaying progress of the Work. Provide fresh primers and adhesives fumished by the floor covering supplier immediately before their required use on the job. . Fire Performance Characteristics: 1. Fire: Critical Radiant Flux of 0.45 watts /cm or more per ASTM E 648. 2. Smoke Density: NBS Smoke of 450 or less per ASTM E 662. 1.4 DELIVERY AND STORAGE A. Deliver products to jobsite in original unopened containers bearing manufacturer's name, product identification, and shipping and handling instructions. B. Store products in dry spaces protected from the weather. C. Maintain temperature of storage area between 10 degrees C (50 degrees F) and 32 degrees C (90 degrees F). D. Move products into spaces where they will be installed at least 48 hours in advance of installation. 1.5 PROJECT CONDITIONS A. Maintain minimum temperature of 70 degrees F in spaces to receive products specified in this Section for at least 48 hours prior to installation, during installation, and for not Tess than 48 hours after installation. After this period, maintain temperature of not less than (55 degrees F. BUILDING PERMIT Fatigue Technology, Inc. CNA Architecture - 1137 B. Do not install products until they are a same temperature as that of the space where they are to be installed. C. Close spaces to traffic during installation of products specified in this Section. 1.6 EXTRA MATERIALS A. Deliver extra materials to Owner. B. Furnish extra materials that match products installed. 1. Package with protective coverings for storage. 2. Label each package or container with manufacturers name, brand, color, and room locations. C. Quantities: Furnish not less than 10 linear feet for each 500 linear feet or fraction thereof of each different type and color of resilient base installed. PART 2 - PRODUCTS 2.1 RESILIENT WALL BASE (RB) A. Product Selections: Specified resilient base product, pattem and color have been selected as part of the Interior Design scheme for this Project. Substitutions will not be allowed. B. Rubber Wall Base: FS SS-W-40, Type I, and complying with requirements specified in the Wall Base Schedule at the end of this Section. 2.2 INSTALLATION ACCESSORIES A. Concrete Slab Primer: Nonstaining type as recommended by flooring manufacturer. B. Undedayments and Patching Compounds: Trowelable latex-modified portland cement based floor fill and latex crack filler provided or approved by flooring manufacturer for applications indicated. C. Adhesives: Water-resistant type recommended by manufacturer to suit resilient flooring product and substrate conditions. D. Moldings For Material Transitions: 1. Type 1: Mercer 365 Cerco Edge with 970 single flange track. 2. Type 2: See Section 09680. 3. Type 3: Mercer 710 Carpet to Resilient Transition. 4. Type 4: Mercer 153 Cerco Bar. 5. Type 5: Mercer 160 Universal Reducer. 07/07/00 09653 - 2 RESILIENT BASE AND ACCESSORIES BUILDING PERMIT Fatigue Technology, Inc. CNA Architecture -1137 09653 - 3 RESILIENT BASE AND ACCESSORIES PART 3 - EXECUTION 3.1 EXAMINATION A. Examine areas where installation of products will occur, with Installer present; B. Verify that substrates and conditions are satisfactory for installation and comply with manufacturer's requirements and those specified in this Section. 3.2 PREPARATION A. Comply with manufacturer's installation specifications for preparing substrates to receive products indicated. B. Fill cracks, holes, and depressions in casework bases. C. Remove coatings and other substances that are incompatible with resilient base adhesives. 3.3 INSTALLATION A. Install products specified in this Section using methods indicated according to manufacturer's Installation directions. Apply resilient wall base to walls, columns, pilasters, toe spaces and other permanent fixtures In rooms and areas where base is required. Install wall base in lengths as long as practicable. Tightly adhere wall base to substrate throughout length of each piece, with base in continuous contact with horizontal and vertical substrates. C. Form inside comers on job from straight pieces of maximum lengths possible by cutting an inverted V -notch in toe at the point where corner is formed. D. Job -cut outside comers will not be accepted. E. Install resilient edge strips at edges of resilient flooring which would otherwise be exposed. F. Bond resilient accessories to substrates with manufacturer's recommended adhesive. 3.4 WALL BASE SCHEDULE A. Rubber Wall Base: 1. Finish Designation: RB1 2. Style: Cove with topset toe (Style B). 3. Thickness: 0.125 inch. 4. Height: 4 inches. 5. Lengths: Coils in lengths standard with manufacturer but not less than 98 feet. 6. Outside Comers: Formed on job. 7. nside Comers: Formed on job. 8. Exposed Ends: Premolded. 9. Product: Johnsonite, Flexco, or Roppe Rubber. 10. Colors: To be selected. 07/07/00 END OF SECTION BUILDING PERMIT Fatigue Technology, Inc. CNA Architecture —1137 07/07/00 SECTION 09680 - CARPET PART 1 - GENERAL 1.1 SUMMARY A. Section includes: 1. Tufted carpet. B. Related Sections include the following: 1. Division 9 Section "Resilient Base And Accessories" for resilient wall base. 09680 -1 CARPET C. Allowances: 1. Provide a Cash Allowance of $15.00 for providing glue -down carpet CPT1 as scheduled in the Room Finish Schedule. Performance Requirements: 1. Critical Radiant Flux Classification: Class I, not less than 0.45 W /sq.cm, or better Interior Floor Finish fire rating standards per NFPA 253 or ASTM E 648. 2. Static Resistance: Not less than 500,000 ohms, nor more than 20,000 megohms, meas- ured according to test method for conductive flooring specified in Chapter 12 of NFPA 99. 3. Static Generation: Less than 1.8 kv at 20 percent relative humidity, per AATCC -134 using step and scuff tests with neolite and chrome - tanned leather shoes. 1.2 SUBMITTALS A. Product Data: For each type of product indicated. Include manufacturer's written data on physical characteristics, durability, and fade resistance. Include installation recommendations for each type of substrate required. Shop Drawings: Show the following: 1. Columns, doorways, enclosing walls or partitions, and locations where cutouts are required in carpet. 2. Carpet type, color, and dye lot. 3. Locations where dye lot changes occur. 4. Seam locations, types, and methods. 5. Type of subfloor. a. Type of installation. 6. Pattem type, repeat size, location, direction, and starting point. 7. Pile direction. 8. Type, color, and location of insets and borders. 9. Type, color, and location of edge, transition, and other accessory strips. 10. Transition details to other flooring materials. 11. Type of cushion. C. Samples: For each of the following products and for each color and texture required. Label each Sample with manufacturer's name, material description, color, pattem, and designation indicated on Drawings and in schedules. 1. Carpet: 12- inch - square Sample. 2. Exposed Edge Stripping and Accessory: 12 -inch- long Samples. 3. Carpet Cushion: 6- inch - square Sample. 4. Carpet Seam: 6 -inch Sample. 5. Mitered Carpet Border Seam: 12 -inch- square Sample. Show carpet pattern alignment. BUILDING PERMIT 0 c of v� w LL w Or �' Z ;. Z 0 1--' .w w . z i. w c 0 2 Fatigue Technology, Inc. CNA Architecture —1137 D. Product Schedule: Use same room and product designations indicated on Drawings and in schedules. E. Maintenance Data: For carpet to include in maintenance manuals specified in Division 1. Include the following: 1. Methods for maintaining carpet, including cleaning and stain - removal products and procedures and manufacturer's recommended maintenance schedule. 2. Precautions for cleaning materials and methods that could be detrimental to carpet. 1.3 QUALITY ASSURANCE A. Installer Qualifications: An experienced installer who Is certified by the Floor Covering Installation Board or who can demonstrate compliance with its certification program requirements. 1.4 DELIVERY, STORAGE, AND HANDLING A. General: Comply with CRI 104, Section 5, "Storage and Handling." 1.5 PROJECT CONDITIONS A. General: Comply with CRI 104, Section 6.1, "Site Conditions; Temperature and Humidity." 09680 - 2 CARPET Product Options: Products and manufacturers named in Part 2 establish requirements for product quality in terms of appearance, construction, and performance. Other manufacturers' products comparable in quality to named products and complying with requirements may be considered. Refer to Division 1 Section "Product Requirements." C. Mockups: Before installing carpet, install mockups for each type of carpet installation required to demonstrate aesthetic effects and qualities of materials and execution. Install mockups to comply with the following requirements, using materials indicated for the completed Work: 1. Install mockups in the location and of the size indicated or, if not indicated, as directed by Architect. 2. Notify Architect seven days in advance of dates and times when mockups will be installed. 3. Demonstrate the proposed range of aesthetic effects and workmanship. 4. Obtain Architect's approval of mockups before starting work. 5. Maintain mockups during construction in an undisturbed condition as a standard for judging the completed Work. 6. Approved mockups may become part of the completed Work if undamaged at time of Substantial Completion. B. Environmental Limitations: Do not install carpet until wet work in spaces is complete and dry, and ambient temperature and humidity conditions are maintained at the levels indicated for Project when occupied for its intended use. 07/07/00 BUILDING PERMIT Q: W n ` N u N W n W o V.? O W z� O ; !: W W ` n Ca 0 N i 0 1-> O Z ': U N 0 H z Fatigue Technology, Inc. CNA Architecture —1137 1.6 WARRANTY A. Carpet Warranty: Written warranty, signed by carpet manufacturer agreeing to replace carpet that does not comply with requirements or that fails within specified warranty period. Warranty does not include deterioration or failure of carpet due to unusual traffic, failure of substrate, vandalism, or abuse. Failures include, but are not limited to, more than 10 percent loss of face fiber, edge raveling, snags, runs, and delamination. 1. Warranty Period: 10 years from date of Substantial Completion. B. Carpet Cushion Warranty: Written warranty, signed by carpet cushion manufacturer agreeing to replace carpet cushion that does not comply with requirements or that fails within specified warranty period. Warranty does not include deterioration or failure of carpet cushion due to unusual traffic, failure of substrate, vandalism, or abuse. Failure includes, but is not limited to, permanent indentation or compression. 1. Warranty Period: 10 years from date of Substantial Completion. See carpet schedule at end of Part 3 of this Section. 1.7 EXTRA MATERIALS A. Fumish extra materials described below, before installation begins, that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. 1. Carpet: Full -width rolls equal to 5 percent of amount installed for each type indicated, but not less than 10 sq. yd. See carpet schedule at end of Part 3 of this Section. PART 2- PRODUCTS 2.1 CARPET MATERIALS . Subject to compliance with requirements, provide the product specified for each designation in the Carpet Schedule at the end of this Section. B . Carpet Schedule designations specify manufacturer, style, color, pattem, size, and related requirements. Where substitutions are necessary, comply with requirements of Section 01630. 2.2 INSTALLATION ACCESSORIES A. Trowelable Leveling and Patching Compounds: Latex - modified, hydraulic-cement -based formulation provided by or recommended by the following: 1. Carpet manufacturer. B. Seaming Hot Melt Tape: Roberts 50 -330 Supertape, Orcon CT -3 Super Tape, or other preapproved tape product. C. Moldings For Material Transitions: 1. Type 1: Mercer 365 Cerco Edge with 970 single flange track. 2. Type 2: See Section 09680. 3. Type 3: Mercer 710 Carpet to Resilient Transition. 4. Type 4: Mercer 153 Cerco Bar. 5. Type 5: Mercer 160 Universal Reducer. 07/07/00 09680 - 3 CARPET BUILDING PERMIT Fatigue Technology, Inc. CNA Architecture —1137 PART 3 - EXECUTION 3.1 PREPARATION A. General: Comply with CRI 104, Section 8.2, "Site Conditions; Floor Preparation," and carpet manufacturer's written installation instructions for preparing substrates indicated to receive carpet installation. B. Use trowelable leveling and patching compounds, according to manufacturer's written instructions, to fill cracks, holes, and depressions in substrates. C. Use trowelable leveling compounds, according to manufacturers written instructions, to feather up to metal tile edge strips to provide flush transition between carpet and stone tile; Feather back from metal edge strip minim 42 inches. D. Broom and vacuum clean substrates to be covered immediately before installing carpet. After cleaning, examine substrates for moisture, alkaline salts, carbonation, or dust. Proceed with installation only after unsatisfactory conditions have been corrected: 3.2 INSTALLATION A. 09880 - 4 CARPET Stretch -in Installation: Comply with CRI 104, Section 11, "Stretch -in Installation." Comply with carpet manufacturers written recommendations for seam locations and direction of carpet; maintain uniformity of carpet direction and lay of pile. At doorways, center seams under the door in closed position. C. Cut and fit carpet to butt tightly to vertical surfaces, permanent fixtures, and built -In furniture including cabinets, pipes, outlets, edgings, thresholds, and nosings. Bind or seal cut edges as recommended by carpet manufacturer. D. Extend carpet into toe spaces, door reveals, closets, open- bottomed obstructions, removable flanges, alcoves, and similar openings. E. Maintain reference markers, holes, and openings that are in place or marked for future cutting by repeating on finish flooring as marked on subfloor. Use nonpermanent, nonstaining marking device. F. Install pattem parallel to walls and borders. G. Install carpet cushion seams at 90- degree angle with carpet seams. 3.3 CLEANING AND PROTECTION A. Perform the following operations immediately after installing carpet: 1. Remove excess seam sealer, and other surface blemishes using cleaner recommended by carpet manufacturer. 2. Remove yams that protrude from carpet surface. 3. Vacuum carpet using commercial machine with face - beater element. B. Protect installed carpet to comply with CRI 104, Section 15, "Protection of Indoor Installations." 07/07/00 BUILDING PERMIT c.) re Ul 2: 0 y rn 9 uj 0 g J' v ; z pf UJ V 0 : W. w w' .. z . u.1 � 1 F ` z Fatigue Technology, Inc. CNA Architecture —1137 07/07/00 END OF SECTION 0080-5 CARPET Protect carpet against damage from construction operations and placement of equipment and fixtures during the remainder of construction period. Use protection methods indicated or recommended in writing by carpet manufacturer. CARPET SCHEDULE Carpet Designation CPT-1: 1. Manufacturer: To be selected later by Cash Allowance 2. Abrasive Wear Warranty: 10 year limited warranty — no more than 10 percent face yam loss by weight guaranteed 3. Edge Ravel Warranty: 10 year limited warranty — direct glue installation method 4. Delamination Warranty: 10 year limited warranty — direct glue installation method BUILDING PERMIT Fatigue Technology, Inc. 09820 —1 CNA Architecture —1134 ACOUSTICAL INSULATION AND BARRIERS OSECTION 09820 -- ACOUSTICAL INSULATION AND BARRIERS PART 1 - GENERAL 1.1 SUMMMARY A. Section Includes 1. Sound absorbing batts in partitions. 2. Sealing penetrations through soundwalls. 3. Acoustical sealant. B. Related Sections 1. Section 07920 - Joint Sealers. 2. Section 09260 - Gypsum Board Assemblies: Metal support systems and gypsum board ceiling membranes. 3. Section 09512 — Acoustical Panels Ceiling. 4. Division 15: Mechanical items penetrating sound rated partitions requiring acoustical sealant to perimeter of cutouts. Division 16: Electrical items penetrating sound rated partitions requiring acoustical sealant to perimeter of cutouts. 1.2 QUALITY ASSURANCE A. Perform acoustical sealant application work in accordance with ASTM C 919. 1.3 DELIVERY, STORAGE, AND HANDLING A. Deliver materials to site in manufacturer's unopened containers and packages, fully identified as to trade name, type, grade, and bearing UL label where required. B. _ Remove damaged packages found unsuitable for use from the job site. PART 2 - PRODUCTS 2.1 ACOUSTICAL INSULATION MATERIALS A. Acoustical Sealant for Concealed, Nonrated Joints: Manufacturer's standard, nondrying, nonhardening, nonskinning, nonstaining, gunnable, synthetic rubber sealant recommended for sealing interior concealed joints to reduce transmission of airbome sound. Subject to compliance with requirements, provide one of the following: 1. BA -98 - Pecora Corp. 2. Sheetrock Acoustical Sealant - United States Gypsum. 3. Tremco Acoustical Sealant - Tremco Inc. 2.2 ACOUSTICAL SEALANTS -- CONCEALED 07/07/00 A. Partition /Floor Sound Attenuation Fiberglass Batts: ASTM C 665, Type 1, unfaced; flame spread/smoke developed 10/10; preformed glass fiber batts, friction fit, 48 inch length. Thickness and R value conforming to the following table: Actual Tvoe Thickness (inches) Width A As indicated 16 & 24 inches BUILDING PERMIT Fatigue Technology, Inc. 09820 -- 2 CNA Architecture -1134 ACOUSTICAL INSULATION AND BARRIERS PART 3 - EXECUTION 3.1 EXAMINATION A. Commencement of application shall be deemed as unconditional acceptance by the of the suitability of the surface and acceptance of responsibility for failure of bond between adhesive and substrate. 3.2 INSTALLATION - TYPE A INSULATION A. Install between studs in sound rated partitions indicated by construction assemblies in Drawing. Coordinated installation with other work. B. Install between joists in sound rated floors indicated by construction assemblies. Coordinated installation with other work. C. Ensure insulation fill space between studs continuously from floor to ceiling or floor to structure, over door frames, openings, and around comers. Ensure insulation fill space between joists continuously over entire partition wall area. Ensure insulation is packed around cut openings in gypsum wallboard, behind outlet boxes, around plumbing or structural items passing through the assembly or at abutting walls. Pack steel door and steel re -lite frames occurring within partitions with sound attenuation blankets with insulation. 3.3 ACOUSTICAL SEALANT A. Install acoustical sealers to acoustically seal gypsum board where partitions and shaft walls abut fixed building components in accordance with ASTM E 497 and GA -600. Seal full perimeter of cutouts around electrical boxes, ducts, and relief detail at perimeter of partitions. B. Use one bead at single layers of gypsum board each side of partition, and two beads at each double layer of gypsum board each side of partition. C. Seal penetrations of partitions by conduit, pipe, duct work, and rough -in boxes. END OF SECTION 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. CNA Architecture — 1112.01 SECTION 09910 - PAINTS 1 09910 -1 PAINTS PART 1 - GENERAL 1.1 SUMMARY A. This Section includes surface preparation and field painting of the following: 1. Exposed new and existing exterior items and surfaces. 2. Exposed new and existing interior Items and surfaces. 3. Exposed existing interior surfaces affected by demolition or new work. 4. Surface preparation, prime and finish coats specified are in addition to shop - priming and surface treatments specified in other Sections. B. Paint exposed surfaces, except where paint schedules indicate that a surface or material is not to be painted or is to remain natural. 1. If the finish schedule or paint schedules do not specifically mention an item or a surface, paint the item or surface the same as similar adjacent materials or surfaces whether or not colors are designated in 'schedules.' 2. If the schedules do not indicate color or finish, the Architect will select from standard colors and finishes available. 3. Where patching and refinishing existing surfaces, extend painting to intersecting change in plane in each direction. Color mark physical hazards, safety equipment locations, and fire and other protective equipment in accordance with OSHA (1910) and ANSI (Z53) color code standards, and as indicated. C. Do not paint the following Items or surfaces: 1. Surface or material indicated not to be painted or indicated to remain natural. 2. Prefinished Items and materials, including: a. Factory finished components include: Aluminum framed entrances; door hardware; laminate -clad toilet enclosures; metal lockers; toilet accessories; painted mechanical and electrical equipment; light fixtures. b. Floor coverings, acoustical ceilings, and the like. 3. Concealed surfaces in generally inaccessible areas. 4. Finished metal surfaces include: Anodized aluminum; stainless steel; chromium plate; copper; bronze and brass. 5. Moving parts of operating units. 6. Labels: Do not paint over Underwriter's Laboratories, Factory Mutual, or other code - required labels; do not paint over manufacturer plates for equipment name, identification, performance rating, or nomenclature. D. Related Sections: 1. Section 06402 — Interior Architectural Woodwork: Wood frames and standing and running trim scheduled for transparent finish. 2. Section 07190 — Water Repellents 3. Section 08110 — Steel Doors and Frames: Shop priming pressed steel opening frames. 4. Section 09260 — Gypsum Board Assemblies: Surface preparation for gypsum board. 5. Section 09960 — High - Performance Coatings: Site finishing of interior and exterior architecturally exposed structural steel. 1.2 DEFINITIONS A. "Paint" includes coating systems materials, primers, emulsions, enamels, stains, sealers, and fillers, and other applied materials whether used as prime, intermediate, or finish coats. 07/07/00 BUILDING PERMIT - ..w...� Fatigue Technology, Inc. CNA Architecture — 1112.01 B. Standard coating terms defined in ASTM D 16 apply to this Section. C. Standard gloss ranges required for the Project include the following: 1. Eggshell: Low sheen finish with a gloss range between 5 and 20 when measured at a 60- degree meter. 2. Satin: Low sheen finish with a gloss range between 15 and 35 when measured at a 60- degree meter. 3. Semi - Gloss: Medium sheen finish with a gloss range between 30 and 65 when measured at a 60- degree meter. 4. Gloss: High sheen finish with a gloss range greater than 65 when measured at a 60- degree meter. 1.3 SUBMITTALS A. _ Comply with requirements of Section 01330. Project Data: 1. Material List: Provide an inclusive list of required coating materials. Indicate each material and cross - reference specific coating, finish system, and application. Identify each material by manufacturer's catalog number and general classification. Manufacturer's published technical data, including label analysis and instructions for handling, storing, and applying each coating material proposed for use. C. Samples for Verification Purposes: Provide three samples 8 inches by 10 inches of each color and material to be applied, with texture to simulate actual conditions, on representative samples of the actual substrate. 1. Label each sample as to material and location. 2. Furnish additional samples until sheen, color, and texture is accepted by reviewing authority. 3. Retain accepted samples for reference. 1.4 QUALITY ASSURANCE A. Single Source Responsibility: Provide primers and undercoat paint produced by same manufacturer as the finish coats. 07/07/00 09910.2 PAINTS B. Coordination of Work: 1. Review sections in which primers are provided to ensure compatibility of the total systems for various substrates. 2. Notify Architect of problems anticipated using materials specified. C. Material Quality: Provide manufacturer's best quality trade sale type paint material of various coating types specified. Paint material containers not displaying manufacturer's product identification will not be acceptable. 1. Proprietary names used to designate colors or materials are not intended to imply that products named are required or to exclude use of equal products of other manufacturers. 2. Products that comply with performance standards of specified materials, yet differ in composition, may be considered for use. Fumish material data and manufacturer's certificate of performance for proposed substitutions. D. Field Samples: Before proceeding with work under this Section, finish one complete space or designated item of each color scheme required. 1. Show selected colors, sheens, finish textures, materials, and workmanship. 2. Accepted sample spaces or items will serve as standards for similar work throughout the Project. BUILDING PERMIT v uv n w N w ; w o- u. - v L4, Iva ac o uy o I- 'w Wi LLo rid , U Cl) O ' Z . Fatigue Technology, Inc. CNA Architecture — 1112.01 1.5 DELIVERY AND STORAGE A. Deliver materials to job site in manufacturer's original, unopened packages and containers bearing manufacturer's name and Label with trade name and manufacturer's instructions. B. Store materials not In use in tightly covered containers in well ventilated area at minimum ambient temperature of 45 degrees F (7 degrees C). Protect from freezing. Keep storage area neat and orderly. Remove oily rags and waste daily. 1.8 PROJECT CONDITIONS 09910 - 3 PAINTS 07/07/00 A. Do not apply paint in snow, rain, fog, or mist, when relative humidity exceeds 85 percent, at temperatures less than 5 degrees F (3 degrees C) above dew point, or to damp or wet surfaces. 1.7 EXTRA MATERIALS A. Fumish properly sealed container for each type of finish coat of each color taken from batch mix fumished for work. . Quantities: Furnish to Owner an amount approximately equal to two percent of each type, color, and sheen of paint used in the Work, subject to the following limitations: 1. Maximum: 5 gallons. 2. Minimum, Typical Colors: Two 1 -quart cans. 3. Minimum, Accent Colors: One 1 -quart can. C. Label each container with manufacturer's name and brand, color name and number, generic classification, and room locations where applied. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Specified paints are products of Sherwin- Williams Company (S -W), Cleveland, Ohio, except where otherwise indicated, and are specified as the established standard of quality. B. Design Requirements: Specified proprietary products have been selected on the basis of the following required characteristics: sheen; solvent type; vehicle type; VOC content; solids content. C. Substitutions: Comply with requirements of Section 01600. With Substitution Request Form, include manufacturer's product data sheets and certified test reports substantiating required physical characteristics are equal or closely comparable to those of the specified products. 2.2 MATERIALS A. Interior Coatings: Not necessarily every coating used. 1. Fiat One -Coat Overhead Finish: Tnemec Series 15 Uni -Bond. 2. Flat Latex Interior Finish: ProMar 200 Latex Fiat Wall Paint. 3. Eggshell Latex Interior Finish: HealthSpec Low Odor Interior Latex Eg -Shel Enamel. 4. Satin Latex Interior Finish: EverClean Interior Latex Satin, A97 5. Semi -Gloss Interior Acrylic Enamel: EverClean Interior Latex Semi - Gloss, A98 series 6. Semi -Gloss Interior Alkyd Enamel: ProMar 200 Alkyd Semi -Gloss Enamel. 7. Synthetic Gloss Enamel: Industrial Enamel. BUILDING PERMIT 2 0Q to (o w • u - w O ' J • d w z � 2 V 0 O N 0 I- CU u- U. Z i N . 0 ' z Fatigue Technology, Inc. CNA Architecture — 1112.01 8. Water -Based Epoxy Coating: Water Based Catalyzed Epoxy, Semi - Gloss, B70 -200 series 9. Clear Catalyzed Vinyl Wood Finish: AWI Finish System TR -5, composed of S64 Series Wiping Stain; T67F3 Vinyl Sealer 24 percent (reduced 1:6); D70T1 Natural Filler; T67F3 Vinyl Sealer 24 percent; T77F47 Series Super Kemvar M, Satin. 10. Block Filler: Heavy Duty Block Filler. 11. Latex Wall Primer: ProMar Classic Interior Latex Wall Primer. 12. Interior Alkyd Undercoater: ProMar 200 Alkyd Enamel Undercoater. 13. Metal Primer: DTM Acrylic Primer /Finish. 14. Galvanized Metal Primer: Galvite Paint. 15. Vinyl Wash Primer: Industrial Wash Primer (Mil Spec DOD -P- 15328). 16. Zinc Chromate Primer: Zinc Chromate Primer. B. Accessory Materials: Commercial quality linseed oil, shellac, turpentine, mineral spirits, and other materials not specifically indicated but required to achieve specified finishes. PART 3 - EXECUTION 3.1 PREPARATION A. Examine substrates and conditions under which painting will be performed for compliance with requirements. Do not begin application until unsatisfactory conditions have been corrected. B. Remove hardware and hardware accessories, plates, machined surfaces, lighting fixtures, and items in place that are not to be painted, or provide protection prior to surface preparation and painting. 1. Remove items if necessary for complete painting of the items and adjacent surfaces. 2. Following completion of painting, reinstall items removed using workmen skilled in trades involved. C. Clean surfaces before applying paint or surface treatments. Schedule cleaning and painting so dust and other contaminants will not fall on wet, newly painted surfaces. D. Surface Preparation - General: Clean and prepare surfaces to be painted in accordance with manufacturer's instructions for each particular substrate condition. 1. Notify Architect in writing of problems anticipated using specified finish coat material with substrates primed by others. 2. Remove all surface contamination by washing with an appropriate cleaner, rinse thoroughly, and allow to dry. 3. Scrape and sand existing peeled or checked paint to a sound surface. 4. Sand glossy surfaces dull. 5. Seal stains from water, smoke, ink, pencil, grease, and the like using an appropriate sealer compatible with subsequent finish. E. Gypsum Drywall Surfaces: Ensure that gypsum drywall work is made good by responsible workers prior to proceeding with painting.. 1. Fill cracks and nail holes with patching paste /spackle and sand smooth. 2. Remove sand, dust, dirt, and other foreign matter. 09910 - 4 PAINTS F. Wood: Clean surfaces of dirt, oil, or other foreign substances with scrapers, mineral spirits, and sandpaper as required. 1. Sand surfaces exposed to view smooth, and dust off. 2. Prime, stain, or seal wood to be painted immediately upon delivery. 3. Seal tops, bottoms, and cut -outs of unprimed wood doors with a heavy coat of varnish or sealer immediately upon delivery. 07/07/00 BUILDING PERMIT 0 U to 0 ; W = . au 0 . g = w V0 : O CO, ;o ff; w w — O Z H =? OH z Fatigue Technology, Inc. CNA Architecture — 1112.01 3.2 APPLICATION 07/07/00 09910 - 5 PAINTS G. Ferrous Metal: Clean non - galvanized ferrous metal surfaces that have not been shop - coated. 1. Remove oil, grease, dirt, loose mill scale and other foreign substances. 2. Use solvent or mechanical cleaning methods that comply with recommendations of the Steel Structures Painting Council (SSPC). 3. Touch up shop - applied prime coats that have been damaged, and bare areas. Wire - brush, clean with solvents and touch up with the same primer as the shop coat. H. Galvanized Surfaces: Clean galvanized surfaces with non - petroleum based solvents so that surface is free of oil and surface contaminants. Remove pretreatment from galvanized sheet metal fabricated from coil stock, by mechanical methods. Materials Preparation: Mix and prepare paint in accordance with manufacturer's directions. ' 1. Stir material before application to produce a mixture of uniform density; stir as required during application. Do not stir surface film into material. Remove film and, if necessary, strain before using. 2. Use only thinners approved by manufacturer, and only within recommended limits. A. Apply paint in accordance with manufacturer's directions and under ambient and surface conditions recommended for coating. Use applicators and techniques best suited for substrate and type of material being applied. Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions detrimental to formation of a durable paint film. 1. Paint colors, surface treatments, and finishes are indicated in "schedules." 2. Provide finish coats that are compatible with primers used. 3. Number of coats and film thickness required is same regardless of application method. Do not apply succeeding coats until previous coat has cured. Sand between applications where required to produce a smooth, even surface. 4. Apply additional coats when undercoats or other conditions show through final coat, until paint film is of uniform finish, color, and appearance. 5. Term "exposed surfaces" includes areas visible when permanent or built -in items are in place. Extend coatings in these areas to maintain system integrity and provide desired protection. a. Paint back sides of access panels and removable or hinged covers to match exposed surfaces. b.. Omit primer on metal surfaces that have been shop - primed. . Scheduling Painting: Apply first -coat to surfaces that have been cleaned, pretreated or otherwise prepared for painting as soon as practicable, and before subsequent surface deterioration. Allow sufficient time between successive coats to permit proper drying. Do not recoat until paint has dried. C. Minimum Coating Thickness: 1. Apply each material at manufacturer's recommended spreading rate. a. Scheduled dry film thicknesses (DFT) and spreading rates are those published by the specified coating manufacturer. b. Verify current recommendations of manufacturer of actual coatings to be used and apply at rates to achieve comparable thicknesses. 2. Provide total dry film thickness of entire system as recommended by coating manufacturer. 3. Apply additional coats when undercoats or other conditions show through the final coat, until the cured film is of uniform coating finish, color and appearance. D. Texture: Light stippled texture, minimum texture required to achieve a uniform finish, except where gloss sheen required. BUILDING PERMIT Fatigue Technology, Inc. CNA Architecture — 1112.01 E. Prime Coats: Before application of finish coats, apply a prime coat as recommended by manufacturer to material required to be painted or finished, and has not been prime coated by others. Recoat primed and sealed substrates where there is evidence of suction spots or unsealed areas in the first coat to assure a finish coat with no bum- through or other defects due to insufficient sealing. F. Brush Application: Brush -out and work brush coats into surfaces in an even film. Eliminate cloudiness, spotting, holidays, laps, brush marks, runs, sags, ropiness, or other surface imperfections. Draw neat glass lines and color breaks. G. Mechanical Applications: Use mechanical methods for paint application when permitted by manufacturer's recommendations, goveming ordinances, and trade union regulations. 1. Wherever spray application is used, apply each coat to provide equivalent hiding of brush- applied coats. 2. Do not double -back with spray equipment building -up film thickness of two coats in one pass, unless recommended by manufacturer. H. Completed Work: Match approved samples for color, texture and coverage. Remove, refinish, or repaint work not in compliance with specified requirements. 3.3 FIELD QUALITY CONTROL A. Owner reserves right to engage services of independent testing laboratory to sample paint material being used. Samples of material delivered to project will be taken, identified, sealed, and certified in presence of Contractor. 1. Testing laboratory will perform appropriate tests as required by Owner. 2. If tests show material being used does not comply with specified requirements, Contractor may be directed to stop painting and remove non - complying paint, pay for testing, repaint surfaces coated with rejected paint, and remove rejected paint from previously painted surfaces, if, upon repainting with specified paint, two coatings are noncompatible. 3.4 CLEANING A. At end of each work day, remove empty cans, rags, rubbish, and other discarded paint materials from site. B. Upon completion of painting, clean glass and paint- spattered surfaces. Remove spattered paint by washing, scraping, or other proper methods using care not to scratch or damage adjacent finished surfaces. C. Protect work of other trades, whether to be painted or not, against damage from painting. Correct damage by cleaning, repairing or replacing, and repainting, as acceptable to Architect. D. Provide "Wet Paint" signs to protect newly - painted finishes. Remove temporary protective wrappings provided by others for protection of their work, after completion of painting operations. E. At completion of construction activities of other trades, touch up and restore damaged or defaced painted surfaces. 07 /07 /00 09910 - 6 PAINTS BUILDING PERMIT i lt i rL 0 ', w ~' 0 I 1-- V w z ' o = t 0 1 - z Fatigue Technology, Inc. CNA Architecture — 1112.01 3.5 INTERIOR PAINT SYSTEMS A. Titles and Code numbers used are from the Architectural Specification Manual, latest edition, Chapter 6 Finishing Schedule — Interior, Premium Grade unless otherwise noted. Refer to the Architectural Specification Manual, Chapter 7 and 11, for manufacturer's product lists with Code number and product names that are comparable products to the named products specified in Part 2 Article 2.2 — Materials. B. PS1 — Flat/Waterbome Finish: 1. Gypsum Drywall System (Ceilings, Soffits only): a. Code Interior 3 -B: Apply 2 Coats waterbome flat finish. 07/07/00 PS2 - Eggshell/Waterbome Finish: 1. Wood scheduled for opaque finish — shop /factory primed and unprimed. a. Code Interior 1 -B: Apply 2 Coats waterbome eggshell finish. 2. Gypsum Drywall System (Walls): a. Code Interior 3 -B: Apply 2 Coats waterbome eggshell finish. 3. Concrete Masonry Units (Filled Finish): a. Code Interior 6 -A: Block filler; 1 coat waterbome primer sealer; 1 coat waterbome eggshell finish. 4 . Zinc Coated Metal: a. Code Interior 12 -A: Apply 2 Coats waterborne eggshell finish. D. PS3 - Eggshell /Solvent Base Finish: 1. Wood scheduled for opaque finish — shop /factory primed and unprimed. a. Code Interior 1 -A: Apply 2 Coats solvent base eggshell finish. 2. Gypsum Drywall System (Walls): a. Code Interior 3 -A: Apply 2 Coats solvent base eggshell finish. 3. Exposed Ferrous Metal: _1 a. Code Interior 11 -A: Apply 2 Coats solvent base eggshell finish. (Subject to coating compatibility, repriming of items delivered shop primed is not required.) 4. Zinc Coated Metal: a. Code Interior 12 -A: Apply 2 Coats solvent base eggshell finish. E. PS4 - Semi - Gloss/Solvent Base Finish: -' 1 Wood scheduled for opaque finish — shop /factory primed and unprimed. a. Code Interior 1 -A: Apply 2 Coats solvent base semi -gloss finish. 2. Gypsum Drywall System (Walls): a. Code Interior 3 -A: Apply 2 Coats solvent base semi -gloss finish. 3. Exposed Ferrous Metal: a. Code Interior 11 -A: Apply 2 Coats solvent base semi -gloss finish. (Subject to coating compatibility, repriming of items delivered shop primed is not required.) 4. Zinc Coated Metal: a. Code Interior 12 -A: Apply 2 Coats solvent base semi -gloss finish. F. PS5 - Gloss Industrial Enamel Finish: 1. Ferrous Metal (stair stringers, ladders, handrails): a. First Coat: Rust - Inhibitive Metal Primer at 3.0 mils DFT. (Subject to coating compatibility, repriming of items delivered shop primed is not required.) b. Second Coat: Synthetic Gloss Enamel at 2.0 mils DFT. c. Third Coat: Synthetic Gloss Enamel at 2.0 mils DFT. 09910 - 7 PAINTS BUILDING PERMIT Fatigue Technology, Inc. 09910 - 8 CNA Architecture — 1112.01 PAINTS G. PS6 - Clear Catalyzed Vinyl (AWI Finish System TR -5): 1. Transparent Finish Architectural Woodwork: a. Color Coat: Wiping Stain and shading, color as selected by Architect. (On closed grain woods, apply after washcoat.) b. Washcoat: Catalyzed Vinyl Sealer 24- percent (reduced 1:6). c. Filler: Natural Filler. (Omit where not wanted.) d. Vinyl Sealer: Catalyzed Vinyl Sealer 24- percent. e. Two Finish Coats: Clear Catalyzed Vinyl, Satin Gloss. H. PS7 - Clear Synthetic 011 (AWI Finish System TR -0): Not used I. PS8 - Epoxy Finish - Proprietary: *Note: Architect may specify Gloss finish (65 units 60 °) in lieu of Semi -Gloss (25 units 6 601 1. Gypsum Board - Epoxy Finish: 2 Coats a. First Coat: Pro -Mar 200 Interior Latex Wall Primer at 1.1 mils DFT. b. Second Coat: Water -Based Epoxy Coating, semi - gloss, at 2.5 -3.0 mils DFT. c. Third Coat: Water -Based Epoxy Coating, semi- gloss, at 2.5 -3.0 mils DFT. 2. Ferrous Metal - Epoxy Finish: Three coats a. First Coat: Metal Primer at 2.5 mils DFT. (Subject to coating compatibility, repriming of items delivered shop primed is not required.) b. Second Coat: Water -Based Epoxy Coating, semi- gloss, at 2.5 -3.0 mils DFT. c. Third Coat: Water -Based Epoxy Coating, semi - gloss, at 2.5 -3.0 mils DFT. J. PS9 - Hi -Gloss Urethane Enamel: Not used K. PS10 — Flat Floor Stripping and Marking: Not used 3.6 EXTERIOR PAINT SYSTEMS A. PS11 Flat Finish: Not used B. PS12 - Satin Finish: 1. Concrete a. First Coat: b. Second Coat: c. Third Coat: 2. Concrete Masonry a. First Coat: b. Second Coat: c. Third Coat: 3. Ferrous Metal: a. First Coat: b. Second Coat: c. Third Coat: 4. Zinc Coated Metal: a. First Coat: b. Second Coat: B. PS13 - Semi -Gloss Finish: Not used 07/07/00 Exterior Masonry Primer at 400 square feet per gallon. Satin Acrylic Latex Exterior Finish at 1.3 mils DFT. Satin Acrylic Latex Exterior Finish at 1.3 mils DFT. Units (CMU): Block Filler at 10 mils DFT. Satin Acrylic Latex Exterior Finish at 1.3 mils DFT. Satin Acrylic Latex Exterior Finish at 1.3 mils DFT. Rust - Inhibitive Metal Primer at 3.0 mils DFT. (Subject to coating compatibility, repriming of items delivered shop primed is not required.) Satin Acrylic Latex Exterior Finish at 1.3 mils DFT. Satin Acrylic Latex Exterior Finish at 1.3 mils DFT. Satin Acrylic Latex Exterior Finish at 1.3 mils OFT. Satin Acrylic Latex Exterior Finish at 1.3 mils DFT. BUILDING PERMIT Fatigue Technology, Inc. CNA Architecture — 1112.01 3.7 SCHEDULES 07/07/00 C. PS14 - Gloss Enamel Finish: 1. Ferrous Metal: a. First Coat: b. Second Coat: c. Third Coat: 2. Zinc Coated Metal: a. First Coat: b. Second Coat: c. Third Coat: 3. Aluminum: a. Pretreatment: b. Primer: c. First Finish Coat: d. Second Finish Coat: D. PS15 - Gloss Industrial Enamel Finish: 1. Wood: a. First Coat: b. Second Coat: 2. Galvanized Metal: a. First Coat: b. Second Coat: c. Third Coat: A. Interior Paint Schedule: B. Exterior Paint Schedule: Rust- Inhibitive Metal Primer at 3.0 mils DFT. (Subject to coating compatibility, repriming of items delivered shop primed is not required.) Gloss Acrylic Exterior Enamel at 3.0 mils DFT. Gloss Acrylic Exterior Enamel at 3.0 mils DFT. Galvanized Metal Primer at 2.0 mils DFT. Gloss Acrylic Exterior Enamel at 3.0 mils DFT. Gloss Acrylic Exterior Enamel at 3.0 mils DFT. Vinyl Wash Primer at 0.3 to 0.5 mils maximum DFT. Zinc Chromate Primer at 3.0 mils DFT. Gloss Acrylic Exterior Enamel at 3.0 mils DFT. Gloss Acrylic Exterior Enamel at 3.0 mils DFT. Alkyd Gloss Enamel at 2.0 mils DFT. Alkyd Gloss Enamel at 2.0 mils DFT. Galvanized Metal Primer at 2.0 mils DFT. Alkyd Gloss Enamel at 2.0 mils DFT. Alkyd Gloss Enamel at 2.0 mils DFT. PS16 - Gloss Aliphatic Polyurethane Finish 1. Ferrous Metal; Galvanized Metal: a. First Coat: Epoxy Polyamide coating at 5.0 to 7.0 mils DFT. b. Second Coat: Aliphatic Polyurethane at 2.5 to 3.0 mils DFT. Surfaces. Paint System Gypsum Board - Ceilings, Soffits PS1 Gypsum Board - Walls Typical UON PS2 Gypsum Board - Washrooms, Locker Rooms PS8 Wood - Transparent Finish (Site finished) PS6 Concrete, CMU PS2 Metals - Stair Stringers, Ladders, Handrails PS5 Metals - Other Metal Fabrication Items PS4 Surfaces Paint System Poured Concrete PS12 Tilt -up Concrete PS12 Gypsum Soffit Board PS11 Metals - Typical UON PS14 Metals - Ladders, Handrails PS16 Architecturally Exposed Structural Steel PS16 09910.9 PAINTS BUILDING PERMIT Fatigue Technology, Inc. CNA Architecture — 1112.01 C. Colors and Manufacturer's Catalog Numbers: 1. Interior Colors: As selected by Architect from manufacturer's colors. 2. Exterior Colors: As selected by Architect from manufacturer's colors. 07/07/00 END OF SECTION 09910 -10 PAINTS BUILDING PERMIT Fatigue Technology, Inc. 09960 -1 CNA Architecture -1137 HIGH PERFORMANCE ARCHITECTURAL COATINGS SECTION 09960 - HIGH PERFORMANCE ARCHITECTURAL COATINGS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Application of special coating systems to Items and surfaces scheduled, including surface preparation, prime coats and topcoats. Related Sections: 1. Section 05130 — Architecturally Exposed Structural Steel: Shop preparation and priming of architecturally exposed structural steel. 2. Section 05500 — Metal Fabrications: Metal Stairs, Pipe and Tube Railings. 3. Section 07190 — Water Repellents 4. Section 07195 — Concrete Floor Sealers: Hardener /sealer and stain treatments for exposed interior concrete slabs. 5. Section 09910 — Paints: General painting. Types of special coating systems for Exterior Use: 1. Aliphatic acrylic, high -build polyurethane coatings (semi - gloss). 2. Appropriate intermediate tie -coats and primers. D. Types of special coating systems for Interior Use: 1. Aliphatic acrylic, high -build polyurethane coatings (semi - gloss). 1.2 SUBMITTALS 07/07/00 CO IL w O w ` Z . ; U 0 ; 0 N 0 I- ww O ' Lii z co _' B. Product Data: Manufacturer's technical information, including basic materials analysis and ' O application instructions, for each coating material specified. Include manufacturer's recommendations for mixing, thinning and curing. 1. List each material and cross - reference the specific coating and finish system and application. 2. Identify each material by the manufacturer's catalog number, product trade name, and general classification. A. Comply with requirements of Section 01330. C. Samples for Verification Purposes: Provide samples of each color and material to be applied, with texture to simulate actual conditions, on representative samples of the actual substrate. 1. Provide stepped samples defining each separate coat, including block fillers and primers. Resubmit samples as requested until required sheen, color and texture are achieved. 2. Provide a list of material and application for each coat of each finish sample. Label each sample as to location and application. 3. Submit samples on following substrates for Architect's review of color and texture only: a. Concrete: Provide two 4 -inch square samples for each type of color and finish; define prime and finish coats. b. Galvanized Metal: Provide two 5 -inch by 7 -inch samples of flat metal surfaces and two 8 -inch long samples of solid metal for each type of color and finish. c. Ferrous Metal: Provide two 8 -inch long samples of solid metal for each type of color and finish. D. Certificates: Coating manufacturer's certified test reports confirming compliance with performance requirements specified under Article 2.3. BUILDING PERMIT 07/07/00 09980 - 2 Fatigue Technology, Inc. CNA Architecture -1137 HIGH PERFORMANCE ARCHITECTURAL COATINGS 1.3 QUALITY ASSURANCE A. Applicator: Firm experienced in application of required coatings and approved by manufacturer for their application. B. Single Source Responsibility: Provide products for each specified function and finish system from one source and of a single manufacturer. C. Material Quality: Provide the best quality grade of the various coatings as regularly manufactured by acceptable coating manufacturers. Materials not displaying manufacturer's identification as a best -grade product will not be acceptable. D Coordination of Work: 1. Review specification sections in which other coatings are provided to ensure compatibility of the total systems for various substrates. 2. Upon request, furnish information on characteristics of specified finish materials, to ensure that compatible prime coats are used. 3. Notify the Architect of problems anticipated-using the coatings systems specified. E. Manufacturer Assistance: Obtain review of proposed coating systems by manufacturer, and ensure that manufacturer's authorized representative is available to advise applicator on proper application techniques and procedures. 1.4 DELIVERY, STORAGE AND HANDLING A. Deliver materials to the job site in the manufacturer's original, new, unopened packages and containers bearing manufacturer's name and label and the following information: 1. Name or title of material. 2. Manufacturer's name, stock number and date of manufacture. 3. Contents by volume, for major pigment and vehicle constituents. 4. Thinning instructions. 5. - Application instructions. 6. Color name and number. 7. Handling instructions and precautions. B. . Store materials in protected, well ventilated area at an ambient temperature between 45 degrees F (7 degrees C) and 110 degrees F (43 degrees C). 1. Maintain containers used in storage of coatings in a clean condition, free of foreign materials and residue. 2. Keep storage area neat and orderly; remove oily rags and waste daily. C. Take necessary precautionary measures to ensure that workers and work areas are protected from fire and health hazards resulting from handling, mixing, and applying the coatings. 1.5 PROJECT CONDITIONS A. Apply coatings only when the temperatures of surfaces to be coated and of surrounding air are above 50 degrees F and not above 100 degrees F, unless otherwise permitted by manufacturer's printed instructions. B. Do not apply coatings in snow, rain, fog or mist, or when the relative humidity exceeds 85 percent, or at temperatures Tess than 5 degrees F above the dew point, or to damp or wet surfaces unless otherwise permitted by manufacturer's printed instructions. BUILDING PERMIT DC 2 ' 00 N 0 (o w. N w 0 ; g Q z a ` H w. z O % 111 uj 0 O N 0 1- u 0 OM N 0 Fatigue Technology, Inc. 09960 - 3 CNA Architecture - 1137 HIGH PERFORMANCE ARCHITECTURAL COATINGS C. Allow wet surfaces to dry thoroughly and attain the temperature and conditions specified before proceeding with or continuing the coating operation. D. Work may continue during inclement weather only if areas and surfaces to be coated are enclosed and the temperature within the area can be maintained within limits specified by the manufacturer during application and drying periods. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Specified coatings are products of Tnemec Company, Inc., North Kansas City, Missouri, (Tnemec) or Carboline Company, Inc., St. Louis, Missouri, (Carboline) and are specified as a standard of quality. B. Equivalent materials of other manufacturers may be substituted upon approval by Architect of manufacturer's product data and certified test reports showing that substitute products equal or exceed performance of specified products. Subject to compliance with requirements, products of the following listed manufacturers may be considered for substitution: 1. Porter International (Porter) 2. Sherwin- Williams 3. Valspar Corporation (Valspar) D. Substitutions: Comply with requirements of Section 01600. 2.2 COATING MATERIALS A. Finish Coats: 1. Aliphatic Acrylic, High -Build Polyurethane Finish: a. Semi- Gloss: Carboline Carbothane 833 or Tnemec, Series 75 Endura - Shield IV. B. Primers: 1. Zinc -rich Primer. Carboline Carbozinc 859 or 90 -97 Tneme - Zinc. _ 2. Epoxy Coating: Carboline Carboguard 890 or Series 69 Hi -Build Epoxoiine. 2.3 PRODUCT REQUIREMENTS A. Semi -Gloss Aliphatic Acrylic High -Build Polyurethane Coating: 1. Description: High - solids, high - build, fast -drying finish suitable as long -term protective finish for color and gloss retention on prolonged exterior exposure. 2. Finish: Semi - gloss. 3. Solids by Volume: 58.0 72% plus/minus 2.0 percent. 4. Performance Criteria: Criteria Method Result 07/07/00 Abrasion ASTM D 4060, CS -17 Wheel, 1,000 grams Toad Adhesion ASTM D 3359, Method B (Crosshatch Adhesion) Humidity ASTM D 4585 (Condensing Humidity) No more than 60.5 mg average Toss after 1,000 cycles Not Tess than rating of 5, average of three tests No blistering, cracking or delamination of film after 600 hours exposure BUILDING PERMIT Fatigue Technology, Inc. 09980 - 4 CNA Architecture -1137 HIGH PERFORMANCE ARCHITECTURAL COATINGS Ili ' . B. Zinc -Rich Primer: e' ; 1. Description: Two - component, moisture - curing zinc -rich primer or epoxy zinc rich primer. v O No 2. Solids by Volume: 63.0 plus /minus 2.0 percent. co ( j 3. Performance Criteria: , Criteria Method Result co u- wO j = d; w Salt Spray ASTM B 117 No blistering, cracking, Z ' (Fog) softening, or delamination of film after F. O ', 3,000 hours exposure Z k- w w n o; 0 co ;w w, Z I— V Zi cw.1 u) , corrected. 0 ' ; Start of application will be construed as the Applicator's acceptance of surfaces within .- Z particular area. PART 3 - EXECUTION 3.1 EXAMINATION A. Salt Spray ASTM B 117 No blistering, cracking, rusting (Fog) or delamination of film. No more than 1/16 inch rust creepage at scribe and no more than 2 percent rusting at edges after 1,000 hours exposure Adhesion ASTM D 4541 Not less than 800 psi pull, average of three trials ASTM D 3359, Method B No Tess than rating of 5, average of three tests Examine substrates and conditions under which coatings will be applied for compliance with requirements on applying coatings. 1. Surfaces to receive coatings must be thoroughly dry before coatings are applied. 2. Do not proceed with coating application until unsatisfactory conditions have been B. Coordinating Work: Review sections in which other coatings are provided to ensure compatibility of the total systems for various substrates. 1. On request, fumish information on the characteristics of specified finish materials to ensure compatible primers. 2. Notify the Architect of problems anticipated using the coatings specified over substrates primed by others. 3.2 SURFACE PREPARATION A. General: 1. Remove hardware and hardware accessories, plates, machined surfaces, lighting fixtures, and similar items already in place that are not to be coated, or provide surface - applied protection prior to surface preparation and coating. a. Remove these items if necessary to completely coat the items and adjacent surfaces. b. Following completion of coating operations in each space or area, have removed items reinstalled by workmen skilled in the trades involved. 2. Cleaning: Before applying coatings or other surface treatment, clean substrates of substances that could impair bond of the various coatings. a. Remove oil and grease prior to cleaning. b. Schedule cleaning and coating application so dust and other contaminates from the cleaning process will not fall on wet, newly coated surfaces. 07/07/00 BUILDING PERMIT 7 Fatigue Technology, Inc. 09960 - 5 CNA Architecture - 1137 HIGH PERFORMANCE ARCHITECTURAL COATINGS B. Clean and prepare surfaces to be coated according to the manufacturer's instructions for the particular substrate conditions, and as specified. 1. Provide barrier coats over incompatible primers, or remove and reprime. 2. Notify the Architect in writing of anticipated problems using coatings specified with substrates primed or fumished by others. Ferrous Metal: Clean ungalvanized ferrous metal surfaces that have not been shop - coated; remove oil, grease, dirt, loose mill scale, and other foreign substances. Use solvent or mechanical cleaning methods that comply with recommendations of the Steel Structures Painting Council. 1. Blast clean steel surfaces as recommended by the coating system manufacturer and according to the requirements of SSPC Specification SSPC -SP 6. 2. Treat bare and sandblasted or pickled -clean metal with a metal treatment wash coat prior to priming. 3. Touch up shop applied prime coats that have been damaged and bare areas. Wire- brush, solvent clean, and touch up with the same primer as the shop coat. D. Galvanized Metal Surfaces: Clean galvanized surfaces according to the manufacturer's instructions for the type of service and application required. 1. Remove contaminants and protective mill coating by SSPC -SP1 solvent cleaning or steam cleaning. 2. Remove rust by hand or power brushing per SSPC -SP2 or SP3, taking care not to damage or remove galvanizing. 3.3 MATERIAL PREPARATION A. Carefully mix and prepare materials according to the coating manufacturer's directions. B. Maintain containers used in mixing and application of coatings according to the manufacturer's directions. C. Stir materials before applying to produce a mixture of uniform density; stir as required during application. Do not stir surface film into the material. Remove film and, if necessary, strain the coating material before using. D. Use only type of thinners approved by the coating material manufacturer and only within recommended limits. E. Material Life: 1. Do not use materials beyond manufacturer's recommended shelf life. 2. Discard and do not use . mixed materials beyond manufacturer's recommended pot life. F. Tinting: Tint each undercoat a lighter shade to facilitate identifying each coat where multiple coats of the same material are to be applied. Tint undercoats to match the color of the finish coat, but provide sufficient difference in shade of undercoats to distinguish each separate coat. 3.4 APPLICATION A. General: 1. Do not apply coatings over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions detrimental to forming a durable coating film. 2. Coating colors, surfaces treatments and finishes are indicated in the Schedules. 3. Provide finish coats compatible with the primers used. 4. The number of coats and film thickness required is the same regardless of the application method. 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. 09980 - CNA Architecture -1137 HIGH PERFORMANCE ARCHITECTURAL COATINGS B. The term "exposed surfaces" includes areas visible when permanent or built -in fixtures, covers, grilles, and similar components are in place. Extend coatings in these areas as required to maintain the system integrity and provide desired protection. 1. Coat surfaces behind movable equipment and furniture the same as similar exposed surfaces. 2. Coat the back sides of access panels, removable or hinged covers, and similar hinged Items to match exposed surfaces. 07/07/00 5. Do not apply succeeding coats until the previous coat has cured as recommended by the manufacturer. 8. Where sanding is required, according to the manufacturer's directions, sand between applications to produce an even, smooth surface. 3. Scheduling Coating: Apply first coat to surfaces that have been cleaned, pretreated, or otherwise prepared for coating as soon as practicable after preparation and before subsequent surface deterioration. 1. Allow sufficient drying time between successive coats. 2. Except where directed otherwise in manufacturer's instructions, do not recoat until the coating has dried so it feels firm and does not deform or feel sticky under moderate thumb pressure. 3. Do not recoat until applying another coat does not cause the undercoat to lift or lose adhesion. D. Application Procedures: Apply coatings by brush, roller, spray, squeegee, or other applicators according to manufacturer's directions. 1. Brushes: Use brushes best suited for the material applied. 2. Rollers: Use rollers of carpet, velvet back, or high -pile sheep's wool as recommended by the manufacturer for the material and texture required. Spray Equipment: Use spray equipment with orifice size as recommended by the manufacturer for the material and texture required. E. Minimum Coating Thickness: 1. Apply each material no thinner than manufacturer's recommended spreading rate. a. Scheduled dry film thicknesses (DFT) and spreading rates are those published by the specified coating manufacturer. b. Verify current recommendations of manufacturer of actual coatings to be used and apply at rates to achieve comparable thicknesses. 2. Provide total dry film thickness of entire system as recommended by coating manufacturer. 3. When undercoats or other conditions show through the final coat, apply additional coats until the cured film has a uniform coating finish, color, and appearance. Give special attention to edges, corners, crevices, welds, exposed fasteners, and similar surfaces to ensure that they receive a dry film thickness equivalent to that of flat surfaces. F. Prime Coats: 1. Before application of finish coats, apply a prime coat to material required to be coated or finished, and which has not been prime coated by others. 2. Omit primer on metal surfaces that have been shop primed and touch -up painted. 3. Recoat primed and sealed substrates where there is evidence of suction spots or unsealed areas in the first coat, to assure a finish coat with no burn - through or other defects due to insufficient sealing. G. Brush Application: Brush out and work brush coats into surfaces in an even film. 1. Eliminate cloudiness, spotting, holidays, laps, brush marks, runs, sags, ropiness, or other surface imperfections. BUILDING PERMIT Fatigue Technology, Inc. 09980 - 7 CNA Architecture 1137 HIGH PERFORMANCE ARCHITECTURAL COATINGS 2. Neatly draw glass lines and color breaks. 3. Apply primers and first coats by brush unless the manufacturer's instructions permit use of mechanical applicators. H. Mechanical Applications: Use mechanical methods to apply coating when permitted by the manufacturer's recommendations and goveming regulations. 1. Wherever spray application is used, apply each coat to provide the equivalent hiding of brush- applied coats. 2. Do not double -back with spray equipment building up film thickness of two coats in one pass, unless recommended by the manufacturer. Cut edges clean and sharp where work joins other materials or colors. J. Completed Work: Match approved samples for color, texture, and coverage. Make finish coats smooth, uniform in color, and free of brush marks, laps, runs, dry spray, overspray, and skipped or missed areas. 3.5 INSPECTION A. Request inspection and acceptance of each coat before applying succeeding coats. B. Remove, and refinish or recoat work not complying with specified requirements. • 3.8 CLEANING A. Clean -Up: At the end of each work day; remove rubbish, empty cans, rags, and other discarded materials from the site. Remove paint spatters from glass, fixtures, and adjoining surfaces. Remove spattered coatings by washing, scraping or other proper methods, using care not to scratch or damage adjacent finished surfaces. 3.7 PROTECTION A. Protect work of other trades, whether to be coated or not, against damage from coating. 1. Correct damage by cleaning, repairing, replacing, and recoating as acceptable to Architect. 2. Leave in an undamaged condition. B. Provide "Wet Paint" signs to protect newly coated finishes. C. After completion of coating operations, remove temporary protective wrappings provided by others for protection of their work. D. At completion of construction activities, touch up and restore damaged or defaced surfaces. 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. 09980 - 8 CNA Architecture -1137 HIGH PERFORMANCE ARCHITECTURAL COATINGS 3.8 COATING SYSTEMS (CS) A. CS1 - Gloss Aliphatic Acrylic, High -Build Polyurethane Coating: Not used. B. CS2 - Semi -Gloss Aliphatic Acrylic, High -Build Polyurethane Finish: 1. Exterior /Interior Steel (bare metal): First Coat: Zinc -rich primer at 2.5 to 3.5 mils dry film thickness (DFT). Second Coat: Aliphatic acrylic, high -build polyurethane at 3.0 to 5.0 mils DFT. Exterior /Interior Steel (shop primed using zinc -rich primer): First Coat: Epoxy coating at 3.0 to 5.0 mils DFT. Second Coat: Aliphatic acrylic, high -build polyurethane at 3.0 to 5.0 mils DFT. 3. Exterior /Interior Steel (shop primed using standard primer; or previously painted): First Coat: 100% solids penetrating epoxy at 1.5 to 2.0 mils DFT. Second Coat: Aliphatic acrylic, high -build polyurethane at 3.0 to 5.0 mils DFT. Galvanized Steel, Nonferrous Metal: First Coat: 100% solids penetrating epoxy at 1.5 to 2.0 mils DFT. Second Coat: Aliphatic acrylic, high -build polyurethane at 3.0 to 5.0 mils DFT. C. CS3 - Epoxy Finish: Not used. 3.9 COATING SCHEDULES A. Exterior Surfaces to Receive Coating Systems: Ds_gi Coating Svstem Exposed exterior structural steel framing CS2 Exposed exterior architectural structural steel CS2 Interior Surfaces to Receive Coating Systems: !tom Coating System! Exposed interior structural steel framing CS2 Exposed exterior architectural structural steel CS2 07/07/00 END OF SECTION BUILDING PERMIT I • Project CNA Architecture Group - 000 11 Jan 94 X 10160 - METAL TOILET COMPARTMENTS SECTION 10160 - METAL TOILET COMPARTMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Toilet compartments. 1. Urinal screens. Related Sections: 1. Section 10810 - Toilet Accessories: Grab bars, toilet paper holders, seat cover dispensers, and other toilet accessories. 1.1 " SYSTEM DESCRIPTION A. Partition Type: Metal, baked enamel finish. A. Compartment Style: Floor supported, headrail braced. A. Screen Type: Wall hung. 1.1 SUBMITTALS A. Comply with requirements of Section 01330. A. Product data and installation instructions. Shop drawings: Submit shop drawings for fabrication and erection of partition assemblies not described by product drawings, templates, and instruction for installation of anchorage devices built into other work. A. Samples: Manufacturer's standard baked enamel finish samples. 1.1. QUALITY ASSURANCE A. Single Source Responsibility: Provide toilet partitions and screens from one source, of a single manufacturer. 1.1 COORDINATION A. Furnish inserts and anchorages which must be built into other work for installation of toilet compartments and related work. A. Obtain templates or shop drawings for cutouts required to accommodate accessories penetrating compartment elements. A. Coordinate delivery with other work to avoid delay. PART 1 - PRODUCTS 1.1 MANUFACTURERS A. Subject to compliance with requirements, provide products of one of the following: 1. Accurate Partitions Corp. 1. Global Steel Products Corp. 1. The Mills Company. 1. Sanymetal Products Company. 1. Weis /Robert Partitions, Inc. A. Substitutions: Comply with requirements of Section 01630. 07/07/00 BUILDING PERMIT Project CNA Architecture Group - 000 11 Jan 94 1.1 MATERIALS A. Steel Sheets for Baked Enamel Finish: ASTM A 591, Class C, galvanized- bonderized, of following thicknesses: 1. Pilasters: 0.0396 inch (20 gage). 1. Panels and Screens: 0.0396 inch (20 gage). 1. Doors: 0.0336 inch (22 gage). A. Concealed Anchorage Reinforcement: Minimum 0.108 inch (12 gage). A. Concealed Tapping Reinforcement: Minimum 0.0785 inch (14 gage). A. Core Material: Manufacturer's standard sound deadening honeycomb of impregnated kraft paper in thickness to provide finished dimension of 1 inch minimum for doors, panels, and screens, and 1.250 inches minimum for pilasters. A. Pilaster Shoes and Caps: ASTM A 167, AISI Type 302/304 stainless steel, 0.0375 inch thick (20 gage), not less than 3 inches high. A. Stirrup Brackets: Nonferrous alloy, dull chrome finish. A. Hardware and Accessories: Manufacturer's standard, heavy -duty operating hardware and accessories, nonferrous cast alloy with satin chrome finish. A. Anchorages and Fasteners: 1. Manufacturer's standard theft - resistant exposed fasteners, finished to match hardware. 1. For concealed anchors, use hot -dip galvanized, cadmium plated or rust resistant protective coated steel. A. Overhead Bracing: Continuous extruded aluminum, anti -grip profile, with clear anodized finish. 1.1 FABRICATION A. Furnish standard doors, panels, screens, and pilasters fabricated for compartment system. 1. Fumish units with cutouts, drilled holes, and lateral reinforcement to receive partition mounted hardware, accessories, and grab bars as indicated. 1. Fumish 24 -inch wide in- swinging doors for ordinary toilet stalls and minimum 32 -inch wide (clear opening) out - swinging doors for disability accessible stalls. A. Pressure laminate seamless face sheets to core material and seal edges with continuous interlocking strip or with lapped and formed edges. Weld edges and comers with exposed welds ground smooth. A. Pilasters: Not less than 1.25 -inch thickness, double faced, constructed and assembled in same manner as partitions and doors. and doors, full height from floor to headrail. A. Anchoring Devices: 1. Fumish galvanized steel anchorage devices complete with threaded rods, lock washers, and leveling adjustment nuts at pilasters to permit structural connection to floor slab. 1. Provide shoe at each pilaster to conceal anchorage. A. Headrail: Extend full length of installation, with etched and anodized finish. 1. Secured each end to channel reinforcement concealed within pilaster. 1. Headrail ends not visible. A. Wall -Hung Screens: Fumish panel units in sizes indicated, of same construction and finish as partition system panels. A. Door Hardware: 1. Hinges: Cutout inset type, adjustable to hold door open at any angle to 90 degrees. Provide gravity type, spring action cam type, or concealed torsion rod type to suit manufacturer's standards. 07/07/00 10180 - 2 METAL TOILET COMPARTMENTS BUILDING PERMIT Project CNA Architecture Group - 000 11 Jan 94 07/07/00 10180 - 3 METAL TOILET COMPARTMENTS 1. Latch and Keeper: Recessed latch unit, designed for emergency access, with combination rubber -faced door strike and keeper. 1. Coat Hook and Bumper: Manufacturer's standard unit, rubber - tipped, sized to prevent door hitting mounted accessories. 1 . Door Pull: Manufacturer's standard unit for out - swinging doors. Provide on both faces of handicapped compartment doors. 1.1 FINISH A. Type: Baked polyester or acrylic enamel, factory applied. A. Colors: Two colors to be selected from manufacturer's standard colors. PART 1 - EXECUTION 1.1 EXAMINATION A. Verify that site conditions are ready to receive work. 1. Verify field measurements are as indicated on shop drawings. 1. Verify correct spacing of plumbing fixtures. 1. Verify correct location of built -in framing, anchorage, and bracing. A. Beginning of installation means acceptance of existing conditions. 1.1 INSTALLATION A. Install compartments and partitions in accordance with manufacturer's recommended installation procedures. A. Install partitions rigid, straight, plumb, and level, with panels centered between the fixtures. A. Provide clearances of not more than 0.500 inch between pilasters and panels, and not more than 1 inch between panels and walls. A. Floor Supported Partitions: Set pilaster units with anchorages having not Tess than 2 inches penetration into structural floor. Level, plumb, and tighten installation with devices furnished. A. Secure panels to walls with not Tess than two stirrup brackets. 1. Locate wall brackets so that holes for wall anchorages occur in masonry or tile joints. 1. Secure to stud walls with toggle bolts using not less than 1/4 -20 screws of length required for the wall thickness; toggle bolts having a Toad- carrying strength of not less than 600 pounds per anchor. A. Secure panels to pilasters with not less than two stirrup brackets located to align with stirrup brackets at wall. A. Hang doors and adjust so bottoms of doors are level with bottom of compartment panels when doors are in closed position. A. Attach screens with concealed anchoring devices as recommended by manufacturer to suit supporting structure. Set units to provide support and to resist lateral impact. 1.1 ERECTION TOLERANCES A. Maximum Variation from Plumb or Level: 0.125 inch. A. Maximum Displacement from Intended Position: 0.250 inch. 1.1 ADJUST AND CLEAN A. Hardware Adjustments: Adjust and lubricate hardware for proper operation after installation. 1. Set hinges on in -swing doors to hold open approximately 30 degrees from the closed position when unlatched. BUILDING PERMIT Project CNA Architecture Group - 000 11 Jan 94 10180 -4 METAL TOILET COMPARTMENTS Set hinges on out -swing doors to retum to fully closed position. Adjust door hardware to provide uniform clearance not to exceed 0.188 inch at vertical edges of doors. Clean exposed surfaces and touch up minor finish imperfections using materials and methods recommended by partition manufacturer. Replace damaged units which cannot be satisfactorily field repaired. END OF SECTION BUILDING PERMIT Fatigue Technology, Inc. CNA Architecture -1137 SECTION 10522 - FIRE EXTINGUISHERS AND CABINETS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Portable fire extinguishers. 2. Fire extinguisher cabinets. 3. Fire extinguisher brackets for wall mounting. Related Sections: 1. Fire sprinkler system. 2. Fire alarm system. 1.2 SYSTEM DESCRIPTION 1.3 A. 1.4 QUALITY ASSURANCE A. Single Source Responsibility: Obtain fire extinguishers and cabinets through one source from a single manufacturer. B. Listed/Labeled Products: Tested, listed, and labeled fire extinguishers bearing UL Listing Mark for type, rating, and classification of extinguishers indicated. Cabinet Style: Recessed with flat trim where stud size permits, semi- recessed elsewhere with rolled edge return trim not to exceed 4 -inch depth. SUBMITTALS Comply with requirements of Section 01330. Product Data: Include construction details, material descriptions, dimensions of individual components and profiles, and finishes. 1. Fire Extinguishers: Include rating and classification. 2. Cabinets: Include roughing -in dimensions, details showing mounting methods, relationships of box and trim to surrounding construction, door hardware, cabinet type, trim style, and panel style. NFPA Compliance: Fabricate and label fire extinguishers to comply with NFPA 10, Standard for Portable Fire Extinguishers. C. Provide fire extinguishers listed and labeled for type, rating, and classification by an independent testing agency acceptable to authorities having jurisdiction. Provide extinguishers listed and labeled by FM. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Specified units are products manufactured or supplied by J.L. Industries, Inc., and are specified as a standard of quality and design intent. B. Acceptable Manufacturers: Subject to compliance with requirements, firms providing products that may be incorporated in this Project include: 1. Portable Fire Extinguishers: . a. Amerex Corporation b. Ansul Inc. c. Badger, division of Figgie Fire Protection Systems d. Buckeye Fire Equipment Company 10522 -1 FIRE EXTINGUISHERS AND CABINETS 07 /07 /00 BUILDING PERMIT Fatigue Technology, Inc. CNA Architecture -1137 2.2 MANUFACTURED UNITS A. Portable Fire Extinguishers: Multi- purpose dry chemical type, in enameled steel container. Model designations are those of specified cabinet manufacturer. 1. Type A: UL- rating 2A- 10B:C, 5 -pound nominal capacity. Cosmic 5E; in cabinet. 2. Type B: UL- rating 4A- 60B:C, 10 -pound nominal capacity. Cosmic 10E; on wall bracket. B. Mounting Brackets: Manufacturer's standard, of proper size for type and capacity of extinguisher indicated. Provide brackets for extinguishers not located in cabinets. C. Fire Extinguisher Cabinet: Manufacturer's standard unit of suitable size for housing fire extinguisher of type and capacity indicated. 1. Construction: Weld joints and grind smooth. Miter and weld perimeter door frames. 2. Model: J.L. Academy Series. 3. Box (tub): Aluminum, mill finish. 4. Mounting and Trim: Clear anodized aluminum. a. Semi - Recessed: One -piece rolled edge return trim, 2.50 inches deep. Model 1027. 5. Door: V10; Full DS break glass; clear anodized aluminum frame. 6. Graphics Identification: Die cut letters, FIRE EXTINGUISHER, red. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine walls and partitions for suitable framing depth and blocking where recessed and semi - recessed cabinets are to be Installed. Examine fire extinguishers for proper charging and tagging. Remove and replace damaged, defective, or undercharged units. C. ° Proceed with installation only after unsatisfactory conditions have been corrected. e. General Fire Extinguisher Corp. f. Walter Kidde g. Poem -All Fire Extinguisher Company 2. Fire Extinguisher Cabinets: a. J.L. Industries b. Larsen's Manufacturing Co. c. Potter - Roemer, division of Smith Industries Inc. C. Substitutions: Comply with requirements of Section 01630. 3.2 INSTALLATION A. Install according to manufacturer's written instructions for type of mounting required. B. Install at locations as shown or scheduled. Locate conspicuously where they will be readily accessible and immediately available in the event of fire. (NFPA 10, 1 -6.3.) C. Install at mounting heights indicated, or if not indicated, to comply with applicable regulations of goveming authorities, including ADA requirements for barrier -free design. END OF SECTION 07/07/00 BUILDING PERMIT 10522 - 2 FIRE EXTINGUISHERS AND CABINETS N w w O ? g Q ; CO 3 i uJ w ur 2 D, gy IA G I-, Id U. Z , V Nf 'O �v z Project CNA Architecture - 000 11 Jul 97 SECTION 10810 - TOILET ACCESSORIES PART 1 - GENERAL 1.1 SUMMARY re2 A. Section Includes: 1. Toilet and washroom accessories other than those supplied with toilet compartments. U Q 2. Accessory attachment hardware. u) g cow Related Sections: 1. Section 07920 Joint Sealants: Elastomeric sealant. w 2. Section 09260 - Gypsum Baord Assemblies: Placement of backing plate reinforcement. ui 0 3. Section 10160 - Metal Toilet Compartments: Compartment fittings and hardware. 2 1.2 uJ. o ` v o 1.3 QUALITY ASSURANCE w A. Provide toilet room accessories complying with ADA and ANSI handicapped requirements. t- u- r- B. Seal around fixtures to comply with UBC 807.1.2. z :, O ; Inserts and Anchorages: Furnish accessory manufacturer's standard inserts and anchoring c..) N devices that must be set in concrete or built into masonry. A. B. SUBMITTALS Comply with requirements of Section 01330. Product Data: Manufacturer's data and installation instructions. Samples: Submit full -size samples of each toilet accessory item proposed for consideration of its quality and design characteristics by the Architect as a substitution for the item specified. Acceptable samples will be returned and may be used in the Work. PART 2 - PRODUCTS 10810 -1 TOILET ACCESSORIES 2.1 MANUFACTURER A. Manufacturer: Basis of design are products by Bobrick Washroom Equipment, Inc., which are specified as the standard of quality and design for this Project. B. Acceptable Manufacturers: Subject to compliance with requirements, other manufacturers offering toilet accessories similar in appearance and which are judged by the Architect to be equivalent to those specified may be considered for acceptance for the Work. C. Substitutions: Comply with requirements of Section 01630. 2.2 MATERIALS A. Stainless Steel: AISI Type 302/304, with polished No. 4 finish, 22 gage minimum, unless otherwise indicated. B. Sheet Steel: Cold- rolled, commercial quality, ASTM A 366, 20 gage (0.040 inch) minimum, unless otherwise indicated. Surface preparation and metal pretreatment as required for applied finish. C. Galvanized Steel Sheet: ASTM A 527, G60. D. Chromium Plating: Nickel and chromium electro- deposited on base metal, ASTM B 456, Type SC 2. E. Galvanized Steel Mounting Devices: ASTM A 153, hot -dip galvanized after fabrication. 07/07/00 BUILDING PERMIT wk Project CNA Architecture - 000 11 Jul 97 10810 - 2 TOILET ACCESSORIES F. Fasteners: Screws, bolts, and other devices of same material as accessory unit or of galvanized steel where concealed. G. Sealant: One -part mildew- resistant silicone sealant as specified in Section 07900 (elastomeric sealant Type ES6). 2.3 FABRICATION A. Stamped names or labels on exposed faces of toilet and bath accessory units are not permitted. Unobtrusive labels indicating manufacturer and model number are required on surface not exposed to view. B. Wherever locks are required for particular type of accessory, provide same keying throughout project. Furnish two keys for each lock, properly identified. 2.4 MANUFACTURED UNITS A. GB - Grab Bar: Straight bar; 1.50 -inch diameter, 18 gage stainless steel; concealed mounting with set screws. 1. GB1: Toilet compartment, one each required. Bobrick B -6806 x 42 and B -6806 x 36. B. GB2 - Grab Bar: Horizontal two -wall bar for shower stall; 1.50 -inch diameter, 18 gage stainless steel, concealed mounting with snap -flange cover. Bobrick B- 68616. C. MIR/S - Mirror with Shelf: Theft resistant channel frame mirror with one -piece integral shelf; 6mm select float glass, stainless steel trim with satin finish; 5 -inch shelf projection. Bobrick 8-166 2436. [size as indicated.] M/BH - Mop & Broom Holder: Bobrick B -223 x 36, except where other length indicated. E. PTD/R - Paper Towel Dispenser and Waste Receptacle: Recess mounted, rough opening 16.375 by 54.50 inches by minimum 4 inches deep; locate wall opening to mount unit with top 61.25 inches (1556 mm) above floor. Dispenser designed to accept 600 C -fold or 800 multi -fold towels; arc-contoured stainless steel door and cabinet, all- welded construction with no mitered comers; 16-gallon capacity waste receptacle; door hung with full length stainless steel piano hinge, secured with tumbler lock. Bobrick B- 43944. F. RH - Robe Hook: Bobrick B -2116. G. SCD - Toilet Seat Cover Dispenser: Recessed, 15.188 inches wide by 10.75 inches high by 2.563 inches deep, dispensing 500 - seat covers. Bobrick B -301. H. SD1 - Soap Dispenser. Deck mounted, short shank (1 -inch maximum deck thickness), 4 -inch spout length, liquid soap; solid brass piston, spout, and cover with chromium plating; 16 ounce refillable plastic soap container. Bobrick B -8221. I. SD2 - Soap Dispenser: Wall mounted (surface) soap dispenser; one - piece, seamless stainless steel arc-contoured front; valve projection 3.313 inches (84 mm). Bobrick B -4112. J. SNR1 - Sanitary (Feminine) Napkin Receptacle /Disposal: Recess mount, seamless stainless steel with piano hinged bottom panel for disposal service; cover equipped with corrosion - resistant steel bar handle and full length piano hinge; cover weighted or equipped with spring device for tight closing against container: Bobrick B -353. K. SNR2 - Sanitary (Feminine) Napkin Receptacle /Disposal - Partition Mount: Two - compartment unit; arc - contoured stainless steel door each face, bottom hinged, self - closing. Bobrick B -354. L. SNV - Sanitary (Feminine) Napkin/Tampon Vendor: Recess mount, arc - contoured one -piece seamless face, stainless steel; free operation, pull knobs; door fabricated from not less than 0.050 inch thick stainless steel with retumed edges for rigidity and hung with full length stainless steel piano hinge, secured with a tumbler lock; conforms to ADA barrier -free washroom guidelines. Bobrick B -3500. 07/07/00 BUILDING PERMIT Project CNA Architecture - 000 11 Jul 97 M. TPH - Toilet Paper Holder: Surface mounted, over -under multiroll dispenser fabricated to accommodate and dispense two standard core tissue rolls up to 5.25 -inch (133 mm) diameter; stainless steel, satin finish; one -piece seamless construction, arc - contoured face; door bottom hung with continuous piano hinge and secured with tumbler lock; spare roll automatically accessible to patron after first roll is empty. Bobrick B -2888. N. SHS - Shower Seat (Handicapped): L- shaped folding shower seat, frame and mounting brackets of type 304 stainless steel; handed to mount on wall as indicated. Bobrick B -5181 (one each). 0. SHW /R - Shower Curtain Rod: Seamless stainless steel tubing, minimum 0.035 inch thick, 1 -inch outside diameter, concealed mounting; furnished with stainless steel shower curtain hooks in sufficient quantity for installation of shower curtain provided by others. Bobrick B -207 w/ 204 -1. PART 3 - EXECUTION 3.2 ADJUSTING AND CLEANING A. Adjust toilet accessories for proper operation. B. Verify that mechanisms function smoothly. Clean and polish all exposed surfaces after removing protective coatings. 07 /07 /00 END OF SECTION 10810 - 3 TOILET ACCESSORIES INSTALLATION Install toilet accessory units in accordance with manufacturer's instructions, using fasteners appropriate to substrate as recommended by manufacturer of unit. Install units plumb and level, firmly anchored in locations and at heights indicated. , Install grab bars to withstand a downward load of at least 300 Ibf (1.335 kN), complying with ASTM F 446. Seal around fixtures on or within walls to protect structural elements from moisture. Secure mirrors to walls in concealed, tamperproof manner with special hangers, toggle bolts, or screws. BUILDING PERMIT Fatigue Technology, Inc. 11160 -1 CNA Architecture -1137 LOADING DOCK EQUIPMENT SECTION 11160 - LOADING DOCK EQUIPMENT PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Platform bumpers, laminated tire tread type units. 2. Dock leveler assemblies, including controls and traffic indicator lights. B. Related Sections: 1. Section 05500 — Metal Fabrications: Loading dock edge angles. 2. Electrical conduit, wiring, and connections for powered loading dock equipment are specified in Division 16. 1.2 SUBMITTALS A. Comply with requirements of Section 01330. B. ' Product Data: Manufacturers comprehensive product and test data for each type of loading dock equipment, and including: 1. Installation instructions and roughing -in diagrams. 2. Operating instructions and maintenance and service data, including address and telephone number of nearest authorized service representative. 3. Standard wiring diagrams and performance data. C. Shop Drawings: Show special components and installations which are not fully dimensioned or detailed in manufacturer's product data. D. Wiring Diagrams: Identify field installed conduit, wiring, and electrical connections; differentiate between manufacturer - installed wiring and field installed wiring. 1.3 QUALITY ASSURANCE A. Dock Leveler Standard: Comply with applicable requirements of ANSI MH14.1 -87 and CS- 202 -56. Provide equipment that meets or exceeds WABO and OSHA requirements. C. Electrical Components: Provide electrical components that have been tested and listed by Underwriters' Laboratories (UL). 1.4 COORDINATION A. Coordinate the work under this Section with installation of electric power and control wiring provided under Division 16. 1.5 WARRANTY A. Dock levelers: 5 year warranty for hydraulic components, prorated 10 year structural warranty. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Acceptable Manufacturers: Subject to compliance with requirements, firms offering products that may be incorporated in the Work include: 1. Kelly Company Inc. 2. Rite -Hite Corporation 3. Serco Engineering Corporation 07/07/00 BUILDING PERMIT Fatigue Technology, Inc. 11160 - 2 CNA Architecture -1137 LOADING DOCK EQUIPMENT B. Substitutions: Comply with requirements of Section 01630. 2.2 PLATFORM (DOCK) BUMPERS A. Construction: Fabricated from multiple plies of fabric reinforced rubber truck tires mounted to structural steel rods and angle supports, with not less than 1 inch of rubber extending beyond the face of closure angles. B. Thickness: 4.50 inches minimum. C. Rubber Size: Minimum 10 inches high by 10' -0" and 14' -0" long where indicated. D. Product: Model 8410; or accepted equivalent. 2.3 DOCK LEVELERS A. Recessed Dock Leveler. Heavy duty air powered unit provided complete with controls, leveler safety device, vehicle restraint system, and traffic indicator lights. 1. Capacity: 40,000 pounds gross dynamic load per ANSI MH14.1. 2. Size: 6 feet wide by 8 feet long. 3. Working Range: 24 inches; 12 inches above and 12 inches below adjoining platform level. 4. Electric Power Requirements: 1 HP, 480V, 3 phase. 5. Controls/Operation: Shielded heavy duty pushbutton NEMA 12 control station. Push and hold pushbutton to raise ramp; Hp section extends hydraulically as ramp reaches top of travel; releasing pushbutton to lower ramp and lip onto truck bed. 6. Accessories: Side and rear weatherseal. 7. Product: Kelley Model FX 6X8 -50; or accepted equivalent. PART 3 - EXECUTION 3.1 INSTALLATION A. General: Comply with manufacturer's detailed instruction for installation of loading dock equipment. B. Platform Bumpers: Attach platform bumpers to the structure in a manner that complies with requirements indicated for spacing, arrangement, and position relative to top of platform and anchorage. C. Dock Levelers: Attach leveler securely to the loading platform construction according to manufacturer's directions. Install leveler safety devices and vehicle restraints for proper functioning at recessed levelers. 3.2 ADJUSTING AND CLEANING A. Make necessary adjustments for safe, efficient operation of loading dock equipment. B. After installation, restore marred, abraded surfaces to the original condition. 3.3 DEMONSTRATION A. Provide services of a factory- authorized service representative of the manufacturer to provide start -up service and to demonstrate and train Owner's maintenance personnel. B. Test and adjust controls and safeties. Replace damaged or malfunctioning controls and equipment. C. Train Owner's maintenance personnel on procedures and schedules related to start -up and shutdown, troubleshooting, servicing, and preventive maintenance. D. Review data in Operating and Maintenance Manuals. 07/07/00 BUILDING PERMIT co CI' CD w CO w 0 ' Q CO 1-0; zI ww . p 0 N 'w w` Wit O rii z ' N 0 ! CNA Architecture - 1137 Fatigue Technology, Inc. 07/07/00 11180 - 3 LOADING DOCK EQUIPMENT 3.4 SCHEDULE A. Recessed Dock Leveler: Each dock receiving/shipping door at 48-inch high platform (1 required). Platform Bumpers: Where indicated. END OF SECTION BUILDING PERMIT p- CNA Architecture -1137 HYDRAULIC ELEVATORS Fatigue Technology, Inc. 14240 -1 SECTION 14240 - HYDRAULIC ELEVATORS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Hydraulic passenger elevators. B. Related Sections: 1. Section 02318 - Elevator Jack Holes: Excavation to accommodate plunger - cylinder assembly. Where indicated, fumish well casing and coordinate delivery with related excavation work. 2. Section 03300 - Cast -In -Place Concrete: Setting of sleeves, inserts, and anchoring devices. 3. Section 05500 - Metal Fabrications: Subsills at hoistway entrances; pit ladder. 4. Division 15 - Mechanical: Ventilation of hoistway and machine room. 5. Division 16 — Electrical: Electrical service to elevator, including fused disconnect switch; emergency power source. 1.2 SYSTEM DESCRIPTION A. Performance Requirements: Elevator schedule indicates required performances, controls, capacities, features, and finishes and is included at end of this Section. 1.3 SUBMITTALS A. B. Comply with requirements of Section 01330. Product Data: Manufacturer's complete product data. Shop Drawings: 1. Show information which is not included in or marked -up on product data. 2. Include sections and large -scale details indicating coordination with building structure and relationships with other construction. 3. Provide excavation requirements for jack, including location, casing diameter, and required depth. 4. Wiring diagram detailing wiring for power, signal and control systems differentiating clearly between manufacturer - installed wiring and field- installed wiring. D. Samples: Submit samples of primary exposed finish materials. E. Certificates: 1. Fumish to Owner copies of inspection /acceptance certificates required by governing authorities. 2. Owner is responsible for obtaining operating permits. F. Operation and Maintenance Data: Comply with requirements of Section 01730. Include operating and maintenance instructions, emergency information, spare parts list and similar information. C. 1.4 QUALITY ASSURANCE A. Compliance with Regulatory Agencies: Comply with the most stringent applicable provisions of following Codes and /or authorities, including revisions and changes in effect on the date of these Specifications: 1. Safety Code for Elevators and Escalators, ASME/ANSI A17.1. 2. Inspectors' Manual, ASME /ANSI A17.2. 3. Safety Code for Existing Elevators and Escalators, ASME/ANSI A17.3. 4. National Electrical Code, NFPA/ANSI 70. 07/07/00 BUILDING PERMIT C 6 2: D. v W LL W lit O N: GF = W' 'F- — , Z; co .O 1 z Fatigue Technology, Inc. 14240 - 2 CNA Architecture -1137 HYDRAULIC ELEVATORS 5. Providing Accessibility and Usability For Physically Handicapped People, WAC 296 -81. 6. WAC 296 -95, Retroactive requirements for existing elevators. 1.5 WARRANTY A. Warranties: Where available, provide coincidental product warranties for all major components of elevator work. B. Submit warranties with operation and maintenance manuals. 1.6 MAINTENANCE A. Initial Maintenance Service: Beginning at Substantial Completion, provide 3 months' full maintenance service by skilled, competent employees of the elevator installer. 1. Include monthly preventive maintenance, repair or replacement of wom or defective components, lubrication, cleaning and adjusting as required for proper elevator operation at rated speed and capacity. Use parts and supplies as used in manufacture and installation of original equipment. 2. Perform maintenance, including emergency callback service, during normal working hours. Response time, 2 hours or less. B. B. Continuing Maintenance Service: Provide a continuing maintenance proposal from Installer to Owner, in form of a standard yearly maintenance agreement, starting on date initial maintenance service is concluded. State services, obligations, conditions, and terms for agreement period and for future renewal options. PART 2 - 2PRODUCTS 2.1 MANUFACTURERS A. Design is based on standard pre - engineered passenger elevator systems by Otis Elevator Co. 1. Subject to compliance with requirements, equivalent elevator systems by the following manufacturers will be considered for substitution: 2. Montgomery KONE 3. Dover Corporation. 4. Schindler Elevator Corp. 5. Sterling Elevator Co. B. Substitutions: Comply with requirements of Section 01630. 2.2 MATERIALS AND COMPONENTS A. General Requirement: Provide manufacturer's standard elevator systems that will comply with and fulfill requirements of elevator schedule sheets at end of this Section. 1. At manufacturer's option, provide custom manufactured elevator systems that will fulfill requirements. 2. Where components are not otherwise indicated, provide standard components published by manufacturer as included in standard pre - engineered elevator systems and as required for a complete system. B. Hydraulic Machines and Elevator Equipment: Provide hydraulic plunger - cylinder units of type indicated below, with electric pump -tank control system equipment in machine room. 1. Hydraulic Machines: Single- acting, under - the -car, hydraulic plunger - cylinder units. 2. Pump Unit: Submersible positive displacement pump with a maximum of 10 percent variation between no load and full load and submersible squirrel cage induction motor. C. Power Supply: 480 VAC, 60 Hertz, 3 phase. D. Piping: Provide size, type, and weight piping recommended by manufacturer, and provide isolation couplings to reduce to a minimum sound /vibration transmissions from power unit. 07/07/00 BUILDING PERMIT I. Car Frame and Platform: Welded steel units. 07/07/00 Fatigue Technology, Inc. 14240 - 3 CNA Architecture -1137 HYDRAULIC ELEVATORS E. Inserts: Fumish required concrete and masonry inserts and similar anchorage devices for installing guide rails, machinery, and other components of elevator work where installation of devices is specified in another Specification section. F. Cylinder Casings: Protective casings 2 inches (50 mm) larger than cylinders made from Schedule 80 PVC pipe complying with ASTM D 1785, with bottoms of casings sealed with end caps complying with ASTM D 2467 and attached with solvent cement complying with ASTM D 2564. G. Corrosion Protective Filler: Solventless, petroleum -based compound specifically formulated for filling space between hydraulic cylinders and casings. 1. Heavier than water, electrically nonconductive, pliable waxlike consistency. 2. Filler becomes fluid when heated to 150 degrees F (66 degrees C). H. PVC Pipe for Underground Piping installed in PVC Casings: 1. PVC Pipe: ASTM D 1785 2. Fittings: ASTM D 2466 3. Solvent Cement: ASTM D 2564 2.3 OPERATION SYSTEMS A. Single Elevator - Passenger: Provide "Selective Collective Automatic Operation," as defined in ASME A17.1. 2.4 AUXILIARY OPERATIONS A. General: In addition to primary operation system features, provide following operational features for passenger elevators, except where otherwise indicated. 1. Battery- operated lowering. 2. Automatic 2 -way leveling. 3. Loaded car bypass, and automatic dispatching of loaded car. 4. Nuisance call cancel. 2.5 SIGNAL EQUIPMENT A. General: Provide manufacturer's standard signal equipment and graphics system for each elevator or group of elevators, except as otherwise indicated. B. Illuminated Call Buttons: Hall -call and car -call buttons that light when activated and remain lit until car arrives at called landing. Fabricate of acrylic or other permanent translucent plastic. C. Other Exposed Material: Architectural metal with manufacturer's standard directional polish or satin finish. For material selection, refer to Elevator Schedule at end of this Section. D. Car Control Station: Manufacturer's standard recessed car control station mounted in return panel adjacent to door of each car. Include call buttons for each landing served and other buttons, switches, and controls required for specified car operation. 1. Mount controls as shown or scheduled and at heights complying with ADA Accessibility Guidelines. E. Emergency Communication System: Hands -free audio and visual 2 -way emergency between car and a 24 -hour monitoring service. System automatically dials preprogrammed number and identifies elevator location to monitoring service. Contain system in flush- mounted cabinet with identification, instructions for use, and battery back -up power supply. Ensure system complies with ADA regulations. F. Car Position Indicator: Locate above car door or above car control station. Provide audible signal indicating that car is either stopping at or passing each of floors served. G. Hall Push -Button Stations: One station at each landing. BUILDING PERMIT Fatigue Technology, Inc. 14240.4 CNA Architecture - 1137 HYDRAULIC ELEVATORS H. Hall Lantems: Units with illuminated direction arrows, single arrow at terminal landings. 2.6 DOOR SAFETY DEVICES A. Door Edge Device: Retractable edge shoes on elevator entrance doors that cause doors to stop and reopen upon contacting an obstruction. B. Photo -Eye Device: Electronic photo -eye device with timed cutout, projecting dual light beams across car entrance at 5 -inch and 29 -inch heights that, when interrupted, cause doors to stop o and reopen. o g 2.7 PASSENGER CAR ENCLOSURES u� A. General: Manufacturer's standard car enclosures of selections indicated. Include ventilation, w 0 : .__ w O lighting, access doors, car doors, powered door operators, sills (thresholds), trim, accessories, g 5 and wall and ceiling finishes. � J B. Doors: Standard flush panel horizontal sliding doors of type scheduled, with manufacturer's u. standard protective edge trim. � w C. Sill (Threshold): Extruded metal as scheduled, 1/4 -inch thickness, with grooved surface. z F D. Pad Hooks and Pads: Through - bolted pad hooks and one set of full- height protective pads in FC2 designated car; provide cutout for car control station. If no car scheduled, provide in largest, w w } highest capacity elevator. 2 E. Materials: Provide selections indicated for each car enclosure surface; provide manufacturer's O N standards, but not less than following: o -f 1. Enameled Steel: ASTM A 366 cold rolled steel, commercial quality, Class 1, matte wi finish, stretcher leveled; factory-applied finish. v; u. 2. Stainless Steel: ASTM A 167, Type 302 or 304, No. 4 or No. 8 finish as scheduled. O 3. Bronze Sheet: ASTM B 36, alloy UNS No. C28000 (Muntz metal), finish as scheduled, u Z ' lacquered. o -� 4. Bronze Extrusions: ASTM B 455, alloy UNS No. C38500 (architectural bronze). 0 5. Aluminum Extrusions: ASTM B 221. z 6. Plastic Laminate: NEMA LD 3, Type GP -50, high - pressure decorative laminate; color, texture, and pattern selected by Architect from plastic laminate manufacturer's full range of products. 2.8 PASSENGER HOISTWAY ENTRANCES A. General: Manufacturer's standard hollow metal, sliding door and frame hoistway entrances complete with track system, hardware, sills, and accessories. Match car doors for size, number of panels, and door movement. 1. Provide frame size and profile to coordinate with hoistway wall construction. B. Provide doors and frames rated and labeled for 30- minute temperature rise of 650 degrees F. C. Materials: Same as above for passenger car enclosures, except also provide following: 1. Nonshrink, Nonmetallic Grout: Factory packaged nonstaining, noncorrosive, nongaseous grout complying with ASTM C 1107. Provide grout specifically recommended by manufacturer for grouting door sills and similar applications. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine elevator area, with Installer present, for compliance with requirements, installation tolerances, and other conditions affecting performance of elevator work. 07/07/00 BUILDING PERMIT t� ^.0 �....,.._. ... � .... i:.�.�.v�v .r..iar' ,...............�...��.r�.w t1 Fatigue Technology, Inc. 14240 - 5 CNA Architecture -1137 HYDRAULIC ELEVATORS 07/07/00 1. Examine hoistway, hoistway opening, pit, and machine room as constructed; verify critical dimensions; and examine supporting structure and other conditions under which elevator work is to be installed. 2. Do not proceed with elevator installation until unsatisfactory conditions have been corrected. B. Prepare written report, endorsed by Installer, listing dimensional discrepancies and conditions detrimental to performance of elevator work. 3.2 INSTALLATION A. General: 1. Comply with Code, and with manufacturer's instructions and recommendations. 2. Comply with National Electric Code (NEC) for electrical work. B. Install plunger cylinder in protective cylinder casing (second casing) installed within well casing. Fill void spaces between cylinder casing and cylinder with corrosion protective filler. C. Plunger Unit: Install plunger - cylinder unit plumb and accurately centered for elevator car position and travel. Anchor securely in place, supported at pit floor. Welded Construction: Provide welded connections for installing elevator work where bolted connections are not required for subsequent removal or for normal operation, adjustment, inspection, maintenance, and replacement of wom parts. Comply with AWS standards for workmanship and for qualifications of welding operators. Coordination: Coordinate elevator work with work of other trades for proper time and sequence to avoid construction delays. Use established benchmarks, lines, and levels to ensure dimensional coordination of the work. F. Sound Isolation: Mount rotating and vibrating equipment on vibration - isolating mounts designed to reduce transmission of vibrations to structure. G. Install piping above floor, where possible. Where not possible, cover underground piping with permanent protective wrapping before backfiiling. H. Lubricate operating parts of systems, including ropes, if any, as recommended by manufacturers. I. Alignment: Coordinate installation of hoistway entrances with installation of elevator guide rails for accurate alignment of entrances with cars. Where possible, delay installation of sills and frames until car is operable in shaft. Reduce clearances to minimum, safe, workable dimensions at each landing. J. Leveling Tolerance: 1/4 inch, up or down, regardless of load and direction of travel. K. Set sills flush with finished floor surface at landings. Fill space under sills solidly with nonshrink, nonmetallic grout. ,► 3.3 FIELD QUALITY CONTROL A. Acceptance Testing: Upon nominal completion of elevator installation, and before permitting use (either temporary or permanent) of elevators, perform acceptance tests as required and recommended by Code and by governing regulations or agencies. B. Advise Owner, Architect, and authorities having jurisdiction in advance of dates and times tests are to be performed on elevators. 3.4 DEMONSTRATION A. Instruct Owner's personnel in proper use, operation, and daily maintenance of elevators. 1. Review emergency provisions, including emergency access and procedures to be followed at times of failure in operation and other building emergencies. BUILDING PERMIT Fatigue Technology, Inc. 14240 - 6 CNA Architecture -1137 HYDRAULIC ELEVATORS • 3.5 PROTECTION A. Temporary Use: Do not use elevator for construction purposes unless car is provided with temporary enclosure, either within finished car or in place of finished car, to protect finishes from damage. 1. Provide full maintenance service by skilled, competent employees of the elevator Installer for elevators used for construction purposes. Include preventive maintenance, repair or replacement of worn or defective components, lubrication, cleaning, and adjusting as required for proper elevator operation at rated speed and capacity. Use parts and supplies as used in manufacture and installation of original equipment. 2. Provide protective coverings, barriers, devices, signs, or other procedures to protect elevators. If elevators become damaged despite such protection, engage elevator Installer to restore damaged work so that no evidence remains of correction work. Retum Items that cannot be refinished in field to the shop, make required repairs and refinish entire unit, or provide new units as required. B . Provide final protection and maintain conditions, in a manner acceptable to elevator manufacturer and Installer, that ensure elevators are without damage or deterioration at time of Substantial Completion. C. D. E. F. G. H. J. K. 07/07/00 2. Train Owner's personnel in procedures to follow in identifying sources of operational failures or malfunctions. 3. Confer with Owner on requirements for a complete elevator maintenance program. Make final check of elevator operation with Owner's personnel present and just prior to date of Substantial Completion. Determine that operating systems and devices are functioning properly. ELEVATOR SCHEDULE - HYDRAULIC PASSENGER ELEVATOR Elevator No. and Type: Design Model: Rated Capacity: Rated Speed: Operation: Travel: Stops: Openings: Power Supply: Lighting Supply: Hoistway Entrances: Frames: Doors: Sills: Hall Fixtures: No. 1 Under -the -car single cylinder Otis 2,500 pounds (1200 kg) 150 feet per minute each way Selective collective automatic 15 feet 4 inches Two Two in line As specified in Part 2, Materials and Components 120 VAC, 20 amps, single phase, 60 Hertz Single -speed center opening; 3' 6" wide by 7' 0" high Square Jamb steel, stainless steel Satin stainless steel Mill finish aluminum Satin stainless steel BUILDING PERMIT Fatigue Technology, Inc. 14240 - 7 CNA Architecture -1137 HYDRAULIC ELEVATORS L. Car Enclosure: Clear Inside Dimensions: Car Doors: 07/07/00 Front Wall /Retum: Ceiling: Side and Rear Walls: Threshold Handrails: Car Flooring: Auxiliary Operations: Additional Features: 8' 8" wide by 4' 9" deep by 7' 4" high under ceiling Satin stainless steel face; type and size same as Entrances Satin stainless steel, column type Suspended, satin stainless steel finish Plastic laminate -faced plywood panels Aluminum Mirror polished stainless steel, sides and rear Carpet, provided by others Include following: 1. Battery- operated lowering 2. Independent operation (key switch) in car and hidden riser key switch in landing entrance jamb, where indicated 3. Automatic 2 -way leveling 4. Loaded car bypass; automatic dispatching of loaded car 5. Nuisance call cancel 1. Digital read -out position indicator in car 2. Tactile floor indicators and symbols 3. Provide local code inspection certificate in car, mounted under acrylic cover with stainless steel frame END OF SECTION BUILDING PERMIT NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEA 01)4_1-ITY____QF THE PPP FIELD EXPLORATIONS AND LABORATORY TESTING FIELD EXPLORATIONS Subsurface conditions within the addition areas were explored by drilling two borings at the approximate locations shown in Figure 2. The .boring locations were determined by taping from various surface features. Elevations at the boring locations (B -1 and B -2) were determined by hand level survey from existing manholes that are shown on a site plan provided by CNA Companies. The boring locations and elevations should be considered accurate only to the degree implied by the methods used. The borings were drilled to depths of 46 and 1161/2 feet each using truck- mounted, hollow - stem auger drilling equipment. A member of our engineering geology staff classified the soils encountered, observed and recorded ground water conditions, obtained relatively undisturbed and disturbed samples of the soils, and prepared a detailed log of each boring. Soils were classified in general accordance with the system described in Figure A -1. A key to the boring log symbols is presented in Figure A -2. Logs of the borings are presented in Figures A -3 and A-4. The logs reflect our interpretation of the field logs and the results of laboratory evaluation and testing of soil samples. Samples of the soils were obtained from the borings using a heavy -duty, split - barrel sampler with brass liner rings. The samples were retained in the liner rings and double - sealed to prevent moisture loss. The sampler was driven into undisturbed soil with a hammer weighing 300 pounds and falling a vertical distance of about 30 inches. The number of blows required to drive the sampler the final 12 inches or other specified distance is indicated above the corresponding sample notations on the boring logs. LABORATORY TESTING Samples obtained from the borings were reexamined in our geotechnical laboratory and selected samples were tested to determine moisture and dry density characteristics. Results of the moisture and dry density tests are presented on the boring logs. G c o E n g i n e e r s APPENDIX A -1 RECEIVED CITY OF TUKWIIA JUL - 5 2000 PERMIT CENTER File No. 7699. 001 -00- 1130\102799 fAsoila•i.doc ✓ ' CO � cow W 0 Ji u. N � uj uj W O Q` O CO W W V . • a Z, UN H Z SOIL CLASSIFICATION SYSTEM MAJOR DIVISIONS GROUP SYMBOL GROUP NAME COARSE GRAINED SOILS More Than 50% Retained on No. 200 Sieve GRAVEL More Than 60% of Coarse Fraction Retained on No. 4 Sieve CLEAN GRAVEL GW WELL - GRADED GRAVEL, FINE TO COARSE GRAVEL GP POORLY- GRADED GRAVEL GRAVEL WITH FINES GM SILTY GRAVEL GC CLAYEY GRAVEL SAND More Than 50% of Coarse Fraction Passes No. 4 Sieve CLEAN SAND SW WELL- GRADED SAND, FINE TO COARSE SAND SP POORLY- GRADED SAND SAND WITH FINES SM SILTY SAND SC CLAYEY SAND FINE GRAINED SOILS More Than 60% Passes No. 200 Sieve SILT AND CLAY Liquid Limit Less Than 50 INORGANIC ML SILT CL CLAY ORGANIC OL ORGANIC SILT, ORGANIC CLAY SILT AND CLAY Liquid Umit 50 or More INORGANIC MH SILT OF HIGH PLASTICITY, ELASTIC SILT CH CLAY OF HIGH PLASTICITY, FAT CLAY ORGANIC OH ORGANIC CLAY, ORGANIC SILT HIGHLY ORGANIC SOILS PT PEAT NOTES: SOIL MOSTURE MODIFIERS: 1. Field classification Is based on visual examination of soil In Dry • Absence of moisture, dusty, dry to the touch general accordance with ASTM 02488.90. 2. Soil classification using laboratory testa is in general Moist • Damp, but no visible water accordance with ASTM D2487.90. Wet • Visible free water or saturated, usually soil is obtained from below 3. Descriptions of soil density or consistency are based on water table interpretation of blow count date, visual appearance of soils, RECEIVED and/or test date. CITY OF TUKWILA JUL — 5 2000 PERMIT CENTER - �1„ Geo j Engineers SOIL CLASSIFICATION SYSTEM FIGURE A•1 fAsoila•i.doc ✓ ' CO � cow W 0 Ji u. N � uj uj W O Q` O CO W W V . • a Z, UN H Z LABORATORY TESTS AL CP CS DS GS %F HA SK SM MD SP TX UC CA Atterberg Limits Compaction Consolidation Direct shear Grain size Percent fines Hydrometer Analysis Permeability Moisture Content Moisture and density Swelling pressure Triaxial compression Unconfined compression Chemical analysis BLOW COUNT /SAMPLE DATA: Blows required to drive a 2.4 -inch I.D. split- barrel sampler 12 inches or other indicated distances using a 300 -pound hammer falling 30 inches. Blows required to drive a 1.5 -inch I.D. (SPT) split - barrel sampler 12 inches or other indicated distances using a 140 -pound hammer falling 30 inches. "P" indicates sampler pushed with weight of hammer or against weight of drill rig. Geo i Engineers NOTES: 1. The reader must refer to the discussion in the report text, exploration Togs for a proper understanding of subsurface 2. Soil classification system is summarized in Figure A -1. SOIL GRAPH: SM Soil Group Symbol (See Note 2) Distinct Contact Between Soil Strata Gradual or Approximate Location of Change Between Soil Strata Water Level Bottom of Boring K 22 II Location of relatively undisturbed sample 12 ® Location of disturbed sample 17 0 Location of sampling attempt with no recovery ° D Location of sample obtained in general accordance with Standard Penetration Test (ASTM D -1586) procedures 6 m Location of SPT sampling attempt with no recovery © Location of grab sample the Key to Boring Log Symbols and the conditions. CRY OF TUKWILA FIGURE A -2 JUL - 5 2000 KEY TO BORING LOG 01 �f SCENTER Project , --, Mustang L.L.C. Building Addition Job Number 7699- 001 -00 Location Tukwila, WA Date Drilled 09/27/99 Logged B SJW Contractor Holocene Drilling Me th Mud Rotary Method Equipment Mobile B -61 Bi Sample Method 3.25 -inch D8M Hammer Dam 300 -Ib• auto- hammer, 30" drop X- coordinate: Not Determined y- coordinate: Not Determined Datum: Not Determined Svstem: Not determined Total Depth (ft) 46.5 p O Elevation (ft) 22 w LL ? w 0 v ° r r at Z; a E g o m ei 1:L n S' s it c.9 a s — E t.) co m M a t erial Description c w 8_ d e B 6 c •� � o � Other Tests An d Notes —0 w W LL z o - - —5 - —10 _ - —15 _ —20 - - —25 - - - _ —30 _ .--35 0' _ - 5— _ _ 10— - - 15— _ 20— - _ 25— _ 1 _ 1 30— 1 i 35 , — 3 100 100 89 94 100 100 89 01 02 03 04 05 06 07 56 55 13 12 4 5 14 Note: U u III SOD --Sod zone, 4 inches thick - - — - _ - — - - — _ 13 29 47 27 28 121 93 75 97 96 RECEIVED /. •, • •• . / ••:-‹ .. •• ML SM ••.•• ML ML SM SP -SM -›°' i A-2 for explanation - Light gray sandy silt with occasional tine to coarse gravel (hard, moist) (fill) - — - _ Light brown silty fine to coarse sand with occasional fine to coarse gravel (medium dense, moist) (fill) — _ - Light gray silt with silty fine sand pockets and orange - mottling (stiff; moist) (alluvium) — - Gray silt (soft, wet) (alluvium) — — _ - _ Gray silty fine sand (loose, wet) (alluvium) - — — - - _ Dark gray to black fine to medium sand with silt (medium - dense, wet) (alluvium) — — _ _ -� See Figure ,.- of symbols e - . Geo Engineers a 7 LOG OF BORING B -1 J111 — 5 PM FIGURE A -3 PERMIT CENTER Project 8 0 0 8 i u z 35 40-- 45— 50 55 60— 65 70— Mustang L.L.C. Building Addition 75— 0 94 S3 100 z d N 08 09 10 0 0 U 0 3 0 a m 13 II 16 n C9 0. 0 o C7 0 co MK SP Note: See Figure A -2 for explanation of symbols Geo OEn 'neers I Job Number 7699- 001 -00 Material Description Light gray silt with wood fragments (sott, wet) (alluvium) Dark gray to black fine to medium sand with a trace of silt (medium dense, wet) (alluvium) Boring completed at 46.5 feet on 09/27/99 Ground water observed at 18.5 feet during drilling Location . Tukwila, WA FIGURE A -3 w 69 LOG OF BORING B -1 (Continued) Other Tests And Notes W u . —35 —40 —45 —50 -55 —60 —65 —70 —75 RECEIVED CITrOPTORIIVItX JUL - 5 2000 PERMIT CENTER • • • l Pioject Mustang L.L,C, Building Addition . 0 m Date Drilled Drill Method Sample Method Total Depth (ft) ui w LL z S a O 0 J 6 0 10— 15— 20— 25— 30— 35-• 94 94 100 100 89 z d a 100 1 48 89 2 52 3 4 5 6 7 0 U m m m 09/27 -28/99 Mud Rotary 3.25 -inch D&M J 115 SQL) ML SM ML ML SP -SM ML Locoed By Hammer Data Elevation (ft) Grades to soft below 20 feet Note: See Figure A -2 for explanation of symbols Geo eEngineers Job Number 7699 -001 -00 SJW Equipment Mobile B -61 300 -Ib, auto- hammer, 30" drop 22 Material Description Gray silty fine to coarse sand with occasional fine to coarse gravel (very dense, moist) (fill) Gray silt with interbedded silty fine sand layers (medium stiff wet) (alluvium) Trace of organic matter in Sample 4 Gray non - plastic silt with fine sand (soft, wet) (alluvium) Dark gray to black fine sand with silt (loose, wet) (alluvium) Dark gray sandy silt (soft, wet) (alluvium) —Sod zone, 4 inches thick "— Gray silt interbedded with silty fine sand with occasional gravel (hard, moist) (fill) Contractor Holocene Drilling Dnll Bit Location X- coordinate: Not Determined y-coordinate: Not Determined Datum: Not Determined System: Not Determined C •e s 0 11 30 4 47 40 Tukwila, WA 8 FIGURE A-4 121 93 70 82 96 LOG OF BORING B -2 Other Tests And Notes —5 —10 —15 —20 —25 —30 •-35 erM IJKW JUL - 5 2000 PERMIT .t =LATER Pxoject 1- w w L. 3 1- w 0 35 40— 45— tu 0, 50 55— 60— 65— 70— 0 • 0. 0 u LU 7 Mustang L.L.C. Building Ac.Ation ate 94 94 89 100 100 94 100 100 E 0, 8 9 10 11 12 13 14 15 0 co 5 7 MI 20 3 c tt (r) 2 II .0 0. 0 SP ML MH Note: See Figure A-2 for explanation of symbols imit Geo, Job Number 7699-001-00 Material Description Dark gray to black fine to medium sand with a trace of silt (loose, wet) (alluvium) 3-inch-thick lens of gray silt with sand in Sample 11 Gray silt with fine sand (stif& wet) (alluvium) Grades to light gray in color below 75 feet ../•••••., Dark gray laminated silt with a trace of fine sand (soft to very soft, wet) (alluvium) Location c vo 35 22 35 32 40 42 FIGURE A-4 Tukwila, WA 0 84 102 84 90 79 78 LOG OF BORING B-2 (Continued) Other Tests And Notes 1 — w uJ w t— n. —35 —40 —45 —50 —55 —60 —65 — 70 — 75 RECEIVED Cg1 JUL — 5 wino PERMIT CENTER Projet Job Number Mustang L.L.C. Building Addition' 7699-001-00 uJ m 85— 95 100 105 110 115— 100 94 10 94 1 00 94 1 00 E en 16 17 .18 19 20 21 22 23 0 co a) 0. cn 1/16"111 1/6" • 5. 5 IN 5 6 24 16 14 MI z 2 r2 c.o • . • . • •••• ••• • • ••• MH ML SM Note: See Figure A-2 for explanation of symbols Geo ,,,. Material Description Gray silt (very soft, wet) (alluvium) Dark gray silt (medium stilt wet) (alluvium) Increasing fine sand content below 100 feet Gray sandy silt (medium stiff wet) (alluvium) Gray silty fine sand with shell and wood fragments (medium dense, wet) (marine deposits) Sample 24 disturbed due to heave Boring completed at 116.5 feet on 09/28/99 Ground water observed at 8.5 feet during drilling Location o 43 78 42 49 5Q 52 48 33 31 FIGURE A-4 Tukwila, WA 75 70 '71 68 74 87 84 LOG OF BORING B-2 (Continued) Other Tests And Notes —80 —85 —90 —95 —100 —105 —110 —115 RECEIVED OFIDOW-414Wilistr JUL - 5 ?nnn PERMIT CENTER • MAY -02 -2001 12:02 • DC- T— ..ENGINEERS I BORES . 10/2/ 0 t Prepared By: DCI Engineers Project No. 00 -11 -359 May 2, 2001 FATIGUE TECHNOLOGY TUKWILA, WASHINGTON EXECUTIVE OFFICE LID FRAMING EYE BROW FRAMING P.02/19 MAY -320L1 BUILDING DEPARTMENT . : . MAY-02-2001 12:02 DCL,ENGINEERS FR "Ili g 77/ GAM STRIP WWBVED cart SY5154.. COWOME MAL 4 MR-P4494m re44.MERR0046 3/4- cox TREATED FLTROOD 1/2' MT& S1D tfrii TM 4 stAIIKET ReLATIOK— u310.01 P.03/19 C4D /6 6'4 BL1e4 I M'4 410SI.E" 64P E extto 72 cres of( 60 *17- rrs * Z 6,- RECEIVED MAY MAY —3 2001 BUILDING DEPARTMENT 7'Rov1pp eor4-7-- Nuoor 6 -2 ‘ 1 " riZerCAt--;cy 1 14R-P 7a liNtoVre.StPe 1•4 PI l ietokp X 2" /2 h o . Oit-7 : co /- H 7'' Pe - Nz - rentiD F72. ric-1 Fo%r& Q '4) 4 Sc-faa ca.kfr' TRAc-k- Tb 4 sry o 1 4/ Mot , M9Y -02 -2001 12 :02 DC- L DCIENGINEERS D'AMATO CONVERSANO INC. Please call if you have any questions. Thank you. DATE: April 30, 2001 JOB #: 99224 (620 & 630) TO: Jim Ciecko @ McCarthy FAX #: 206- 394 -2397 CC: John Bund @ Collins/Woerman 425 -828 -9116 FROM: Douglas Beck PROTECT: Fatigue Technology NO. OF PAGES (Including Cover Page): 16 Regarding the light gage office framing, I have reviewed your fax indicating the change from #12 screws, as indicated on the sketches I sent, to #8 screws. It is acceptable to use #8 screws (the same number as indicated on the sketches) except for the strap connections (detail C for both of the light gage packages submitted), which requires (2) additional #8 screws. I have marked up the sketches that I had sent over to you previously, indicating the change from #12 screws to #8 screws and the quantity of screws required for detail C. It is acceptable to use Hilti:type XDNI powder actuated fasteners x 3/4" embed @ 12" o.c. in lieu of 6 ". o.c. as indicated in the previous submittal packages (detail A, both packages) to connect the bottom track of the walls to the concrete on metal deck floor system. P.04/19 A XE C7ffoi fax memo 2821 NORTHUP WAY • SUITE 200 • BELLEVUE, WA 98004 • PHONE 425 827 - 2238 • FAX: 425 827.8986 RECEIVED MAY -3 2001 BUILDING DEPARTMENT MAY -02 -2001 12:02 DC1 DCI ENGINEERS D'AMATO CONVERSANO INC. DATE: TO: CC: March 25, 2001 JohnBund @ Collins /Woerman , Jim Ceicko @ McCarthy FROM: Doug Beck PROJECT: Fatigue Technology NO. OF PAGES (including Cover Page): 7 John, JOB #: 99224 (610) FAX #: 425 -828 -9116 206- 394 -2397 Enclosed is the design for the additional lid framing for the second floor T.I. that supports the suspended ceiling, Please call if you have any questions. Thank you. 10 'f 1 16.1,101 %OA 11 er••••••• •.• AA _....• -....- •.• . .......• 'fax memo P.05/19 RECEIVED MAY - 3 2001 • BUILDING DEPARTMENT MAY - 02 -2001 12:03 d A a tro6A X ( "w "woe e0rrr \ _ 9r r e*5 5 t oN) T /'1 5 eeA „ awl; ( < T F PVC- DGT_ ENGINEERS • No'fr 0 ku. w cs 54+Dwo stmru. "SQ 67P -617 .P gttemt w cs. PtfPL`( 1 6 pN 8d7'rf s( ES OF Writ 3 pe32 ?Tr►J17rU)1 jb PRA +41►4 4 - ) 1 3TGirP 61,KGp BL rNA tit tf Somrrs 4 1►,)1 writ 4 13Lr �Tw a TtF' ? �(Rs T� 11410 ,vD STV r S PAG ,PL 1 GL Ji 1A9, �e W�If"c-�R. D SFL� bR{c.G/NG1 S 4ZC 9$ oa EJ'�oQ �s S/y.)1 bNsj1 +E'n 0'4 $y M 9'D M , K f r A55oC. msNe ?P1 P'P.71C -S T f. M,;, &' c 41- = togi 4e0 edlo e (/o0 t= • f$ e'{' --o o . e. ,.fit co,J7oo6.14 1d1w195 5rgows 'DP d FrM I ''02 'Fc'4C Le? ; op t-a wl (. • � E4- J'oesr agos�' , pQovyoF (loo EJ 18 NTorsr Y6, FoR- pas"' Two b jS S DP (241A C•4 3s0 /e sruase. A4 (oo ?C, t$ sous @ 9 c ,u1 C6,v7 Co . 6 ,0 40147 745 /Ceti 3 1 1 - 1 - 1 / V P.06/19 9 rot, �8L UILDIN( DEPARTMENT ENGINEERS EDCI D'AMATO CONVERSANO INC, . . Pro 400) Sheet No.' W Project "Ftr77 Cal 7 *: 1. Date y s2 / 2/ By Subject ( M9Y-02-2001 12:03 T ENG NEERS - r - 1 Z t sr PER. pr-040 E4,..1ats-1 SPA.C.03e INT•Pe P T-00%) .t • 7-lobtc45=4-4c2 -r-Aerclz. The. VrgD ' farg- nft) CD sPc(ce '7 7 qsam s 2 !--12' V S PL.( Ct 1'5 L'74 Q_ JD/ 47' 'Pi DP-044- 40 l'rr 1( ow TuJ uouts criarte (41 6co s'rvt SPZ-4 ( Pit air VV J NL „ I C.4 Krt fof ?rm. Tg PE_ pL141...) 04/ srs - CUM TV .54- f 57190 P.07/19 J.44 - tr:k ito NC DU WM- t c:77 T'7fF 7:ban*.—. ir 19 frf ( mix) RECEIVED • MAY 3 2001 ' BUILDING DEPARTMENT M DCI . ENGINEERS D'AMATO CONVERSANO INC, Project No. qbq,.yl d , Sheet No. 4, • & Project Pwr7C-rl 7.T. Date .3/ 23_ o Subject .. c7ssi @ Flit t -A /N . ME A< srvV hl{rccs. g f y 8 MAY -02 -2001 12:03 • S`roz. s pt-- . DC T —ENG I NEERS 614. 1(3)t3 era 0 W/ (y)*- S7! sof t .Ji tST Fits M Tom- E'+4 T f • / To Trod -C.JC. tisr rbFtirlB eo ( @e4- S7-va ewg, 4 ceivu _ _, C3 t 4-I zt s o L'44. is Fee- T' 1� �A MP. tied PFD j ar s-7 joTGP 7- c4c_ PF t M -_% 7 esr� PER Pt A/3 l� cT boo Sot-(D & i 13Th' $(TtS 6 t1 t r S"rS , r2 o.c, P.08/19 RECEIVED — 3 ?.001 EULLDiNG DEPARTMENT E DCFENGINEERS D'AMATO CONVERSANO INC. _ . Project No. 1 114 Co (a, Sheet No • C Project Ftier160 / •L. Date // 3 f2 s a1 B r Y -7) Subject STQ�i'P A QA-e r Co+v 7 oN s Q w e Coll. fi'/L -$ g' MAY - 02 -2001 12:03 DCT- .ENGINEERS Fla h O �4 J err/ 1i2Ac4 �Za'Ly UM' c 7 (\Is rs r 6 fet De- o-a. Qg srA6�' 7 R,4G� Pvc. "� ' vote W B I6 x;Z 12. to f CQ) sTS z, ,' 'A- A-G"- /, WR-u, cow sT P Pt-0-N) w j .(2) '1 57 .::4- ( P.09/19 RECEIVED MAY-32001 BUILDING DEPARTMENT D C I. E N G 1 N E E RS IN D.AMATO CONVERSANO INC. Project No. 9.4”,)04/0) • Sheet No. • 0 I/ Project Date Subject _ 1 tk��- C40 D c 1 e7V By MAY - 02 -2001 12:03 DCI ENGINEERS D8G 6r/ rR k w / 57N,.0 •G• T (600 (8 ft. 60ohr 78) cGNNE t TbP 70 0- s7z.1) w,d-(dL- w j OP r P*c P Pr.40 � 2 — e Y P.4 - ∎?1) 9 NaTF srs fl?- 1 1 s7' iger,i7w a y b.C, Goo &• /g .7b/ c r awes pote.4)Atis e.a0T100Cof aeG . R 2 fDb. StYW 71 -- Caw77A.vou p FoQ P l ery erre e.r 440 ISr .s;QArr,.rr, . e I J c-t-N7.)v -c4,- sTvb WAS `v ti X 7-,4 -r L 4 ,4-" rh P. P.1 RECEIVED MAY -3 2001 BUILDING DEPARTMENT MAY - 02 -2001 12:04 DCI ENGINEERS DCIINGINEERS E D'AMATO CONVERSANO INC, Project <16.i $r Cam Pim Subject ?Bt. - more c.. / f sT" No 4 t. Sheet No. • M E By t t,.r� •� w (poo a -t-ri0 w/. s7s e ,z 0 Tb Noe“- flt4e F'LO W :1 1. '� i Ceiu I.J P6 c� k ir P. 11/19 C -14 STVD g y 11, trio P rA14.- hA ` i'€CEI iv Eb MAY — 3 2001 BUILDING DEPARTMENT MAY - 02 -2001 12:134 , DCIENGINEERS D'AMATO CONVERSANO INC. DATE: February 23, 2001 JOB #: 99224 (600) TO; John Bund @ Collins /Woerman FAX #: 425 - 828 -9116 CC: Jim Ceicko @ McCarthy 206- 394 7 2397 FROM; Doug Beck 'PROJECT: Fatigue Technology NO. OF PAGES (Including Cover Page): 8 John, DCI ENGINEERS Enclosed is the design for the framing for the second floor T.T. that supports the suspended ceiling. Please call if you have any questions. Thank you. P.12/19 fax memo 2821 NORTHUP WAY • SUITE 200 • BELLEVUE, WA 98004 • PHONE (425) 827-2238 • PAX: (425) 827 -8986 RECEIVED MAY -3 2001 • BUILDING DEPARTMENT. • MAY - 02 -2001 12:04 DCI ENGINEERS 394 C I • / .1 . ?.gysr 7.r. P.'& -- a.N oo ' I ND Ic i T s G vC i-Tuy0 6 ' t o-yr- 8oiteD 6Ifff X444,. hear x 6 -4 06 oN Ro7+c /o.L- ap I ..., • .ft pro c ccz k . 7a 7:441-4046/ w) srxlrP .La GKl►z, Tdc7t7111b Pf .. �D llaTS 11-N w/ 4WD ALDCkl1Jg, triu FrRxr 7?'e J2 57 S13,46 I *PPL Y 644 43 / f -.DQ/WJ4 sc , 35- arc /6 -Mad @ owo,c; w/ ce g/% 3soMr r8 7-JP 1 47 Tieft4s IT •f C 166-A06 WIDE e9t71N uoo f Q,• 115' SWoL J w / 6z) s7 e .E.43'arsr CRAM TM, Ceor 2OG4 ".W itv 3772*PS' 7z P 75ril F.ae y eL 4e736-7 • o•P aiP'7 :#:.6.4 ST'S 6 A - 3a(5T^-E S . pao /!1V g'Co aJ /S mss( 13Gkfrr F'oR. Flew rwo aF DNS Con`- sr4.0tP2 15L rs /rQ►fe o va SitrrtR.WrIrt ez P.13/19 • RECEIVED MAY -3 '?;I BUILDING DEPARTMENT MATCH .' 241 5TAIP. +3 - • NAMING RpIGATI:S MECH. ! AP. AEOVE. I Or MAY - 02 -2001 12:04 DCI ENGINEERS 244 OPEN( 4IGE AREA ANY PARTITIONS. RAMS. GOLM S AID SIMILAR SPACE 12WID9t5 5NAL1 ter ExL.7J 6 AFF fle4 I00494J) - r _- �__...�---- - - - --� - -- -- ---r 91 RECEIVED � -r I fag 2b0 - -- 6 •--, - ` • I P.14 /19 KEY NC .O PLATFORM WE REMO•A94.E 6UAF. O GiOh@SflG MTt O NOSE . 136tAa . 0 Ell WM O 1 •mv.A - Fin Et TYOE - RRE EA 0 IVA WPM % 2e2 6RIO PAYS )e P FAERk © AREAEVALlMJ15x TTO pN A4 'AREA Cf WAG W 4 RE.rcLF :;;;;;; 0 DRWIN6POIAR O L.kE OF ))511 90? ALI MAY - 3 2001 • BUILDING ��t . MRY - 02 -2001 12:04 DCI ENGINEERS DCI ENGINEERS Project Subject ED'AmATO CONVERSANO INC. T7 Cw 7, S (se/sr pEZ- . �M G.(Pto —D h Ttj SPc.tc.+ c v . —r p T£4C4 AI Mit 3 So M7 I$ STUD n z `.-o C*24) @sPL.( 1.i/ (e) t si-; •+ '?)4 Project No. Date Z o By Sheet No. • a F,4 D( 7z Sao v rJ(F 0-r1Jrt•Nu r S7A4 SpL.,c . t. �ov l /6 .5171° 2 ;--0 ~, '� tr 2 'Cr1?- C'� S/yi.l rr 5t; &* 7t/D P.15/19 7af ars-t T2# Pe - g - c.•4-0 w /G) cte4Ays srs St p€- a;- Pte- fotyj .4cfe- Tip srop ,tom e-r+ 1 i r1. W . IC. re) de N) C 0 U 7 .41‘..77 r27 ✓r )(b/.).1- Poo.11 1'v firrp F - 7?N - f e S C-tv C N M1 RECEIVED MAY - 3 2001 RUU -DING DEPARTMENT MAY - 02 -2001 12:05 DCI ENGINEERS jDCIENGIiJEERS D'AMATO CONVERSANO INC. 774 -•-t aT T /rs Cpl #t srs �`d3 /' 6 s ..Tit sr REV- M.440 804:)14 (6, eas ,4-c l-. "'1 srs Td 73 C6 K ttors6 e 6 0 . e . Tv TS St✓) . Sheet No ' h By t P.16/19 MAY -3 2001 BUILDING DEPARTMENT MAY - 02 -2001 12:05 DCI ENGINEERS T DCFENGIN EERS E D'AMATO CONvERSANO INC. Project No. co it) Project FA t6 U Subject sin �P Colt) n1 'c77 ar'JS CP w Sheet No, Dace - 2 1 2 3/ 4 By 18 16 a )13t.. £7 D F1 1 1 ER Ssfe '81x J r2 ts? t r.r To .P 'rot ezau) wiTrl i Ca' b "o .4, (..s'i 5e Erb Vb w p e)4- err 1' ON srs E'i- & D 0-60 woo u.4 c-e- Pere- r,rrz. " ,# as? X qx / 1.. Ts - TZ ) rn 4.ue z-o�a ,e. (AO ibs srs RECEIVED MAY - 3 2001 BUILDING DEPARTMENT P.17/19 a D C I .ENGINEERS D'AMATO CONVERSANO INC. Project No. ,‘ 1q,,y�1(f, No. 7 J Project 161/' 7 T. _ Date 7 By Subject GT/YIP C4 PC--r �-r I P-A1 2.. J30-1 . MAY - 02 -2001 12:05 S DCI ENGINEERS Csra7 16 E4 7 2p4 lo t aL 70.(47 '- $ (rf L . PEA. Verierrc,. N G P.18/19 sera €70 Kt/ STS C4 EA. 3'v 1ST CQ.tp ss . RECEIVE? MAY —3 2001 BUILDING DEPARTMENT MAY - 02 -2001 12:05 DCI ENGINEERS 4 • --. II DCI'ENG.Ii4EER.S !'rojeccNo. D'AMATO CONVERSANO INC. 9 4”44 / /G!0} Project Date Fen oiv T.Z 2/2,341 Subject By G #V19 W A'u- • tfa t n a�J Y 7 73 3crlST /nt.4. w� p.p. Pi s? 1P Tb $!-KLS t Soo 07: u`bf 7 yo2L2. &flS 4T' w k — 7- /j'BrI. 1iM-c. PL-9-2 Pi-40 --- B YP 8.rt2A a LZVeku. eeN'atio V aoc4 Ail wrrt Srf * ' 71 8 -- Co•) l7AWO 1 f Fog jam' ?; Geit'& ft 9P— LID. Sheet No J qkisr- 17 P.19/19 RECEIVED HAY - 3 2001 BUILDING DEPARTMENT DCIENGINEERS D'AMATO CONVERSANO INC. RECEIVED APR 2 7 2001 BUILDING DEPARTMENT FATIGUE TECHNOLOGY TUKWILA, WASHINGTON ENTRY VESTIBULE FRAMING, EXECUTIVE OFFICE LID FRAMING, GLAZING FRAMING [arms tom°, 1 Prepared By: DCI Engineers Project No. 00 -11 -359 April 9, 2001 J. Mark D'Amato, RE. Guy A. Conversano, P.E. Elizabeth A. Jensen, P.E. Roger L. Heeringa, P.E. Mark D. Aden, P.E. ! -Harry Jones 11, P.E. 2821 NOR'TI IUP WAY • SUITE 200 • BELLEVUIE, WA 98004 • PI IONE: (425) 827 -2238 • FAX: (425) 827 -8986 DCI ENGfl1EERS D'AMATO CONVERSANO INC. t No. 9 z ( ) . Project FA-7 G Subject Yt /A)62 - 4t. ord V ( a) Sheet No. Date 3 it�a/ B ' Y Ws,p - 13u1 LT-OP M 674 To TS (oYG' w/ / w cz� ( (14 63 ) pcMdc-S Moocclw 4 yao oi7f 'oic -7 -UP BM LOW) , 1./// 4GF 3 P(OP 7 7?& S A .4 - SErD a'u Mt'7 .r i 47uuFA 2 >1z'S it-SSoc /4 D IIT1o' qoo /c /0 e ayo.r, w/ � • Pe. y W C+ o o /l ST5 60 b /Al /N F161D. I ( 13 L 4 k PAS/el Pt S ) ?110 I DE" /G 6.4. 7 f I. 77704GlC 4 16a4- r.? AG d J :4 V .0 01 ■zi 1f4 lid ,cs 0,0 yoo['Cl6 1Yot 73u ,cr"- of 13,-1 ' �o o) D C I E N G I lv E E R S Project No. 1 Sheet No. D'AMATO CONVERSANO INC. 9S1ZV(6ua) Project Date F4 3//2/ I Subject By / ' V t , s T ( l 3 o (,e FA/ 1-m f/ ? -- -t) - rIt7 L "E:' 3 Goo or 1(0 Co-AFT 71) (1OUS TRA -c.K. w/ 0) # srS fRo4 ? or "7V A- 'B'! sr 7u tc.T — t)f' VM PGA. PZkN w/ /Z Srs P e,; r((3, ro Bei -otL W C2-.) p (,o .', Pct n-Rr -N // I/2 � IG Q D k 1 ca �z , 5 e s (oz: 6F- Ts 4 -it (N°- pc *) 72 EA .571.p rv T/ t cid- 4 p 'O157' PGA,J w/ (2) #/7_ sn .6 PO /AI 7' 7'8 L)E ? SultT 1� n1D T o • 1 - S - ( 1 Fi ) -7-1 / p (3) pct 5c.*3 cm) 6(2-A -P 7" /Z&?,&IF Pc7P- Fez-oilq £IDCIENGIIN'EERS D'AMATO CONVERSANO INC. Project No. q°,2Zy /6i -o). Project Subject ` , V #57713 u LE. F/Zr4li / n1B — DST '1-t G v‘ A, Sheet No. Date 3 By D$ /.-GDx pc-yL°D wV srs 6)6' I �. 6 PAWL ES b @( - o.e, i TS 1 -0 0 4 . ( A i Pr cE 50 (49 3r /S% &467 W IJ qfris75 r`i P • u/ (3) #/2 s rs su PPogr rs 12- '' y CCA - 1?06 , F-,271 ,NG? � N JoNTS We- PLtJ / (2) 0 /2-57 - 5 s0 PoK - 1 -- W %? CD)‹ pc ycvcoD a� ./z sus @ 6 - c moz 6'&-S 6,00 r2: r . /N /76Z0 , te 5 p T� PLA-0 W/ 4 e Fr— Ts $M DCFENGI11`EERS D'AMAT CONVERSANO CON ERSANO INC. 4\ll, Project No. a92ztf (Goa' Project f.� Subject „ Sheet No. Date lam; By 1/0 C S'Y/t 7`0 3,64 5I ° '{ , !`So / Tit 7 `'Yo ( ro) 6-00 '4` g 6 7 1 (d)(i0) Y /] a4 3Q Y(79,00o avoA r t l i yo (_et 0)(0 72. J • 7 'PC 1724 f e (21,t00 - -) (.6) zy� 2 w .G s scroY s,Y12 b Y v 21)-s-) cat: s Ts tr x 7 y 6 . 0 f L°) (. 1 4 1 ) ' U A -V 5_'0z. ro '6lin) y r:C4-e,„ (oa CC !B , DCI ENGINEERS 11 D'AMATO C O N VERSANO INC. Project No. OI� f �'� Project Subject Sheet No. . Date By " TX; C Un.n.'f - y 0 �-� (o 4 z /Sv (n.Q -L `/00 eC. / (P s i U P ( ^ � / ) , ' /Z 57cr.@6 TrS / (9 wrI6 iZ-d4 DCI ENGINEERS IN D'AMATO CONVERSANO INC. DATE: March 25, 2001 JOB #: 99224 (610) TO: John Bund @ Collins /Woerman FAX #: 425- 828 -9116 CC: Jim Ceicko @ McCarthy 206- 394 -2397 FROM: Doug Beck PROJECT: Fatigue Technology NO. OF PAGES (Including Cover Page): 7 John, Please call if you have any questions. Thank you. AXE fax memo Enclosed is the design for the additional lid framing for the second floor T.I. that supports the suspended ceiling. 2821 NORTHUP WAY • SUITE 200 • BELLEVUE, WA 98004 • PHONE (425) 827 -2238 • FAX: (425) 827 -8986 V/ / N01g Qi Au. t - tLS 544.04.rJ stf -LL 84' &7P -fin .P get 2 wyaus. /WW1 I1" sw8 ON Bona srbs of wfi E IC)Lk-- - r PAkM( 6 STJWP 13066, Bal,ND tit rz(Z ,1 /NT5 4 514 -19 t3 -1c4) 16 111 Two ND S . fr IVI 4MS 9 U)*F L D SvzF- AR[c.L/ 7 se-1 o� Jeisr 5r 51 *T7ONS 8 (FP oN ay 0• e. M 'VW M , K Assoc, ( M smA-2 PROPER lt4 TYP \, , m d U06 w I vE j r C ST (rte P * 50°44°4) & ii6/ 4 I2 srs e eA tong Jorsr aRossED TF on ?51_ 3o i,51' t1"/tp 1 P R- V£psrlt "D 6co EJ^ v t N it ( FS (8 04(' - O o .e. '\4 Ni l boo 1C /8 DVS @ ; ) . 0 . ( 4 1 / CJ7 bi (p oo Mrf$ TEib C ao GA 141019E 57 Z A-PS' To P A Br F02 Putt LENG774 OP Lia w / ( 2 ) /2 s7 & f EA -lots r aRosSAD , Pam/ (DE j ( )oo ES /8 Jb tsr YL KG, F° - / FIRST Two bit'FS CA S of Rut•S 3so re-/8 snmsa to/ cowl 350 rtr l8 S TR,4G� TYP O NO - DWIPPe4) t P cr 0 SPC(c# wi4 2- -top `rr;4c- * /mt. So MT /$ S717a ( 5 ) t - S >4-VA) (7) d. ('Z 2. E4 J'o(ST 7v srp ( Spctc- 64, ENT /g S7 1` 2'--o CTV-0 @ Sr -t mac' V /2 57 Er4 -. 2t,t0 , tai' ¥' B714.11 te- pE2.. QL&F&J w/ (1) f ST st V€cac '5 s TMc- c r �� f c� SAP • ,f+-N c N7a 2 1TK 'i(2 4- r 6.00 c. my K' C 4 - Ai HI C77 r ✓F X bAkt PAX y4-c -T'1) Pr -11-1) F* t ,J fr-f DCI.ENGINEERS D'AMATO CONVERSANO INC. Project No. 79Z,2 Sheet No Project en 6 7- I. Date x21/ ¢ Subject By p hI -h-t c. @ L. r t,� . t P cr 0 SPC(c# wi4 2- -top `rr;4c- * /mt. So MT /$ S717a ( 5 ) t - S >4-VA) (7) d. ('Z 2. E4 J'o(ST 7v srp ( Spctc- 64, ENT /g S7 1` 2'--o CTV-0 @ Sr -t mac' V /2 57 Er4 -. 2t,t0 , tai' ¥' B714.11 te- pE2.. QL&F&J w/ (1) f ST st V€cac '5 s TMc- c r �� f c� SAP • ,f+-N c N7a 2 1TK 'i(2 4- r 6.00 c. my K' C 4 - Ai HI C77 r ✓F X bAkt PAX y4-c -T'1) Pr -11-1) F* t ,J fr-f ( DCI.ENGINEERS E D'AMATO CONVERSANO INC. Project No. 997 2-y 4.0\ Project P1r-7 6- - z Subject c 3 r 9 S--s G LL HT •A / N I ' l l Al, W *CtS Sheet No..� Date /230 By. Y Qwg 4 ceAN --- - Pa ?tiro eb JT (b 147 eo- r g. CS) 11' 1 . 2- 4 1.S f e• - STV.D 7 - 011 9, S' s e. �Llt►.� #12 ST'S T g F 11 Tk L 1.664 x 3 ,404G it.. w/ * (2 s75 1-E m_, /b IsT To 772 cK- nom-- - DE - TAIL `` i'eI•P azhu 1 `GT E',4- Trrl sT' To " ro P TRA-Gk_ PF tf4Tr21 'b 1 AT W+ f f�R Pt�-iJ f (� LE Goo So 44D &I 'p3 l STS Ir41 (2 5 /z o.c, - w P DCI.ENGINEERS D'AMATO CONVERSANO INC. Project No. 1 -q (40 (o) Project Subject ST .fir OAc-r CitkJ o r-c oN S Q- W Aix Co-(14.1? Sheet No. N c Date JJ 3 /Z,5 /O) By (( (e) * (Z srs Flo Pi IL rO P4. J'oc Sri TP4CK z.eT v rb6 . WA-u- -Z.fa c,J vcs(. `i - - ( P r rs r C relL. P¢T* (L 4 1) ok S/1364-6 o- w r4-u. B.00 t [2_ x l2 wIC - STS - rti crot ST I j R#c Cdr ST RAl Pot- PI-4-0 (A. C4?) *- sT e Ur w / (2) -4 12. STS .Q E Jo l51 citosistm ��111P (/)k /z.. sT5 Mt /4 00 E/8 Jb 131445, . r-oR.®writs w,4-t,L w/ - rap 4-2 -- a '(P 8b 4 8tftz71 P P1-A DCFENGINEERS D 'AMATO CONVERSANO INC. Project No. 99» Y 4/o) Project FAI16 T �. Subject 1.Q41- Cr1D t71 Sheet No. o 11 D Date 5 /7a7 By 773 D'Ez oib7 -/ 1 #c w I f; 475,0 0. 0 •G, - rd% eooTzNUIof' 3-06-A- /c z Sr/?A-P Ti Z — Cn/u I7,cJVOUf (Coo &J' ' f000 /a) r02 1--fict G >67 of L/ _O. coNMcu- iv ThP TR - - e /2.1.c. ( .TU h't-r -67 (p 3 ).6, r ' d-o1i 7.) g Tub (AWL- "TD nce- p..., e (. •4 4 4 , 7 P • • • • • • • • • „ • r • • • r • • • • r • • 1 r • . • c • • DCLENGINEERS IN D'AMATO CONVERSANO INC. Project No. 91 1.0) Project b1-776v .T Subject 4 Sheet .1o. Date 3/2,,r/e By *12. Srs (2. q o 748- - rgore.40 ME OF rtEe. E L ?R 1= 4-4 4 " 1- + F ■ or Tyr A t4c. (c,00 (-17/0 L srs tz 0 , e , To GU 4 rg.,4-ek 13E24 a) a 4 CalUti PET.- 6.43 "'co PER Cois) STN) D rxe-ce jezcno Pew_ l'eTA-tc.. DCI ENGINEERS IN D'AMATO CONVERSANO INC. DATE: April 9, 2001 JOB #: 99224 (600) TO: Mark Peterson @ McCarthy FAX #: 206 -394 -2397 CC: John Bund @ Collins /Woerman 425 - 828 -9116 FROM: Douglas Beck PROJECT: Fatigue Technology NO. OF PAGES (Including Cover Page): 14 Enclosed is my field report from Friday's site visit. Please call if you have any questions. Thank you. D -94, of fax men 2821 NORTHUP WAY • SUITE 200 • BELLEVUE, WA 98004 • PHONE (425) 827 -2238 • FAX: (425) 827 -8986 DCIENGINEERS D'AMATO CONVERSANO INC. The following issues were raised: North Side Framing: Entry Vestibule Framing: DATE: April 9, 2001 JOB 99224 (600) PROJECT: Fatigue Technology WEAT HER: Sunny LOCATION: Tukwilla, WA GEN.CONTR.: McCarthy PRESENT: Jim Ciecko; Mark Peterson; John Bund; Doug Beck field report DCI visited the Fatigue job site on the afternoon of April 6, 2001to review skin framing and connections. The opinion and recommendations contained in this report are based on limited visual observations of the building that were accessible and observable at the time of the site visit. Specific areas of concern have been identified in this report, however there may be other items that have not been identified or discussed. There is no claim, either stated or implied, that all conditions were observed or analytically evaluated. Horizontal tube steels were installed. However, windows did not span to the underside of the upper tube steel. Windows were designed by the window manufacturer to span to metal stud framing that was installed at the underside of the tube steel. The metal stud framing at the underside of the TS is insufficient to resist code specified lateral wind loads. DCI recommends that vertical framing be installed between the horizontal tube steels at each mullion (@ 5' -0" o.c.) in order to properly resist lateral wind loads. Reference the attached field sketch, SSK -26, specifying required framing and connections. 1. Vertical & horizontal TS framing at the entry vestibule was designed to resist lateral wind loads. The framing was designed based on the window system spanning vertically between horizontal TS supports. At each side of the entry vestibule, lower windows spanned from the slab to the metal stud wall framing that was furred down from the bottom of the horizontal TS support. This metal stud wall framing is insufficient to resist lateral loads and transfer 2821 NORTHUP WAY • SUITE 200 • BELLEVUE, WA 98004 • PHONE (425) 827 -2238 • FAX: (425) 827 -8986 All Glazing Framing @ 2 " Floor Balcony /Deck: f i e l d r e p o r t Page 2 lateral loads to the vertical TS columns. The window installer confirmed that additions can be made to the window frame structure so that the window frame does span full height from the slab to the underside. of the horizontal tube steel. The contractor shall confirm with the window manufacturer that the window will span from the slab to the underside of the horizontal tube steel. 2. DCI has enclosed framing requirements for the highest panel at the entry glazing. Reference the attached partial elevation of the entry framing & detail Reference the attached partial plan, elevations (E -1 & E -2), and details "B ", "C ", "E ", "F" & "H" for structural framing requirements for structural glazing framing @ the 2 " floor balcony /deck. Please coordinate with the architect for dimensions. South Side Overhang: 1. Reference the enclosed sketch (marked -up 21/A8.5), which illustrates DCI's recommendations for connection of the triangular soffit frame at the south and east sides of the low roof (south east corner of the building) to the main structure. These frames (not located under the upper roof) are required to have the capacity to carry the code specified 25 psf snow load. 2. Reference partial plan 19/82.3. At the east side of the low roof, the bottom side of the W12x22 beam must be braced back up to the metal deck. Provide a C3x5 brace @ 5' -0" o.c. from the bottom of the beam to the underside of the metal roof deck. Weld the brace each end with 3- inches (min) of 1/8- inch weld. Reference detail 18/S6.2 SIM. Please call if you have any questions. Thank you. TRA-C . * /asrs 12"0.c, t *VIC /G S7 w iT�I X 0 0 57 74c- (7 *1 /6N Gjt v.) (hut - 14645) - NoTF : M E sTvD SPED(FK# 77o o N M C7-4t• ST�p r r1 u1=* r)Ez PISSOCI4'l/ON'( MSMdr), Pis 16- N*7101.1% Project Name: Pi-r `� 3 l,�v to ism o f To F- 2 g- ` tv 1 V iv DE -S I)a E op faze It ( - bE ( as , NNE 1 1)61_ - W maptIu3 N I M F-12.- "10 {j-t- o •v Po ft. 1 vErlcet D - t.p .- c. r oA) - rs ( woe-) p - A. 5 le Fre-41 2NG ti '- DCI-ENGINEERS - D'AMATO CONVERSANO INC. 2821 Northup Way, Suite 200 Bellevue, WA 98004 Phone: (425) 827-2238 Fax: (425) 827 -8986 SroD FuRI? ni f E& eoiJT RA- c.tolL co 0"; - e-' r(z AC.t' w/ (2-) I* /o srs � T yP W oN QD & 9 / F120-04E by O T7 -.S . Co n) e,j ro.c))w M U 0 ry To VE 77C+42- R �-rr 0457 P to /4D a-w MF2. C Re-ez MM A) #/Q ScAt-rv.. G /2 'o . c, 7 ' .p ) PE2 M •TU D F4 4 this, a y Se•N TRH -e-TO R. Project*: � 9 �zz� ( 4 °d ' Field Sketch: Sketch # Date: i4 /9m /tto4-7 /— 5. (P S (ND. u- F Re /NI 67 DCI ENGINEERS E D'AMATO CONVERSANO INC. Project No. g922`f (cool Project Subject Sheet No. Date 0 / By i c 01:0 J MTV - 'Tb PPo )[Dr" F*'r' -1/ , 7� . iJ Gta 11 14) — v u NDe/ toe ©p Ts Cf.ft. AZ) 2 3 4- v ° a z 3 )1 1 MULE aor/F 'FAD SrVPS To TS STS Ol. pouiDER- G 7O.c. Tij P. 7716 A7 S'•cr /ON DCI ENGINEERS II D'AMATO CONVERSANO INC. Project No. 7- Project Fib i2AP Subject Sheet No. Date y/ 90/ By ,12$ rb P 7R,4e rte 1.4 (t�'$ /a STS E,4 S /Pe' ?ti E',4 $ TvP S`►vo FAA Pt o r+ -s . ` W;o0 arc.4 F,eAM I►.. co4i 1 -no 131 rifekC 1y Pa )f 4/o s7S IM S7 D OrlislES W tNDo-c.) 1067 e( C8-0 • $ if 49711 W MoD 81/) / C* »-f ? Y124-kV e I-i& -) k�J 6 rA'7 ✓f 7713v LC~ (t-A-sr 5 ID 3 / fr,yIVaoD w/ # /o S p 6o e PRS 1 1'i4Nez. 6 er ^ 7 _Ar e rf to l i . cr■ .6.61-410x,„." .4 30 HALL 210 OFFICE -am- T S t-AS - 1-1 - NitericiiJ DCI•ENGINEERS E D'AMATO CONVERSANO INC. Project No. Q'n-y 40♦) Project Subject G'L t NCB- (f2f t 1. G- S. Sheet No. Date q /y0 / By 77.2- Np , kt D k1G " 0 Fa- Co \ Dr Ha 2reohmf-r 7 Taws r- c1 2-o5' . TS y r'f /yc Ts x)( q T5 ()eY T5 /0 x x TS cat, K9 PEP— Pty ( V4-7i o 1J E St-A:a )&i ST7 cry /L 'r p SLIL P F7— Ts cez. Pr"R P`✓ Tay ss-3 7 P DCI.ENGINEERS E D'AMATO CONVERSANO INC. Project No. / 1 i' S I l60% Project Subject kai ,JG- F12 #9#t r JJ 0 - K7 Sheet No. Date f Q o T STS 41 7 /$ 9.14772- BR,4c PG" Gcdeal ) e 604-11 6 srtw e-`17) a-e _ - - oiJ •••-■ 120wS' rY Sgt TS Pail. FLA-0 (14- 16-11) �Z— �. --- P L (t , uJ) DCI ENGINEERS IN D'AMATO CONVERSANO INC. Project No. ®a- 1( '�S' Project Subject Sheet No. 3 Date /216 oc.) By � .Y e ;YOR -AZ. TS IZX f{ pcR14 74 CAL, PG_ IL Krie DCI ENGINEERS D'AMATO CONVERSANO INC. Project No. Project c-og sI4/Al Subject Sheet No. Date /a 6/PD By 7 . Ts BM To TS c.45-4._ Cv.,o,c.I- - c.7'a4.) to DCI'ENCINEERS D'AMATO CONVERSANO INC. Project F4-776 S e ") Subject b -- "7 - 07-/ L. BTM •e, a R.P O F 13atus7Ri)Jg7 V 1 f J Project No. CC311l' ^31'g TE. 5' ES • Sheet No. 5 Date U By st.B Ts @ x4 x7( w ) 3P 3 /Or 0 x /.z wl 61) X CA- L148 CA *3 6 RaP 047 -/ so' ( 9 S4124) ''S cam, 7 5s 7 (5r4uG, 74 - r. -ocv F-02 Via -77 c r. it ot/ -h T Of= 7 44JSS) PE no:kJ CONIC c>v! pi rz. nEc4 -PEA- DCI•ENGINEERS II D'AMATO CONVERSANO INC. Luc ' GL4z //.167 MIS/ • t) . 110fe. • rs ,Z'y ik-S' 1.10-real q.&w ;r*L T S Ant, i`f / e e os MOO NAILER IR 575T144 LAM STRIP !75PEIVED MIMS 5Y5 COMPOSITE hKTN. P N E L 5Y5 PRaRUSICO ECM UNDER ROC A* IIIW>LATMIT ND '3/4 COX TREATED rmixo 31 R't£TN-STUDrem TYPE 4 R•II MARKET IRSILATIOR PRE•PMiSIED HET !£T& SOFFIT r -10• SIMpsoN sfHzS GE e eA4• .1.1612.4z- ' BI-r 77, s7v0 z 231.K6-7 BP'e&Nj . rJ (3) a STS 111 p Ca F,4- Snip . Tv 11370851 4 c•( 6 4 - FAet -t (NT- s l3 Soc_ro •(6 X14- BLK67 14/ I ' 4 And -Le CLEP E4-• .o 7a srt'b k * (2S•7s - • t2 o 7P-oi// /Jc) Oc 16 G31 772,e•C • ©2 s'7vD, /Fz•D 7z) 0 tube res ! pry ove 1 ^/1 NI '1'1,0E6 X 2 /2 I o «c . C -70 : co 1.1 h) 4 4 1 1 rhLrr T'? PE Z NZ Portiocr2 rq--1• - v F�9s7 / ie� Q / Lc ,) Safer-t) ' i.fr 7g)eic•!.- "Tb 577) o w C ') o MIN TRANSMITTAL LETTER Date: August 16, 2000 To: Reid Middleton 5895 Jean Road Oswego, OR 97035 Attn: Larry R. Bringhurst Sr. Plan Reviewer FOR YOUR: THE FOLLOWING: [ ] drawings Copies 2 Date BY: John Bund Architect (425.889.3336) [ x ] under separate cover via [ ] use [ ] record Rev. No. Drawings ARCHITECTURE Project Name: Fatigue Technology Inc Project Number: 1137.00 WE TRANSMIT: [ ] herewith [ ] in accordance with your request [ ] review and comment [ x ] approval (after signature return scts to this office) REMARKS: If you have any questions please contact Roger Hccringa at DCI,Rryoi,eers, COPIES: File [ ] general correspondence [ ] marketing [ ] schedule / status report [ ] specifications [ x ] other Response for Permit #D2000 -010 8/16/00 8/16/00 Response comments and structural calculations RECEIVED I AYB 47 8b0O I REID MIDDLETON :'.^lt 1.2...:9ttia:.x&193.i11{n< d. l,i.:.ii» ��,ta.41a.:twa9.f! xi.1.u..wuGi'+:..Y.r�uJaM�ls ri'e4 / U1 000816 demo rc poruareid middlctonbruighurst.doc CNA Architecture Inc. Tel 425.822.6700 Principal Architects: 777 108th NE i1400 Fax 425.828.9116 Arlan E. Collins Bellevue WA 98004 -5118 Mark L. Woerman,A1A DCIENGINEERS D'AMATO CONVERSANO INC. Fatigue Technology Inc. 401 Andover Park East Tukwila, WA Building Department Permit Comments Response Response Letter & Structural Calculations Prepared for: CNA Architects At EXPIRES 10/2/ G/ August 15, 2000 DCI Engineers Project # 99224 1. Mark DAntato, P.E. Guy A. Conn'ersano, P.E. Elizabeth A. Jensen, P.E. Roger L. Heeringa, P.E. Mark D. Aden, P.E. Harry Jones 1I, P.E. RECEIVED AUG 17 2000 REID MIDDLETON 2821 NOR'ITIUP WAY SMITE 200 • 13ELLEVUE, WA 98004 • PHONE: (425) 827 -2238 FAX: (425) 827 -8986 DCIENGINEERS D'AMATO CONVERSANO INC. August 16, 2000 n Larry R. Bringhurst Senior Plan Reviewer Reid Middleton, Inc. 5895 Jean Road Lake Oswego, OR 97035 Re: Demolition Permit Plan Response- Revision No. 1 Submittal (D2000 -010) Fatigue Technology Dear Mr. Bringhurst: Mark D'Amato, P.E. Guy A. Conversano, P.E. Elizabeth A. Jensen, RE. Roger L. I -1 eeri nga, P.E. Mark D. Aden, P.E. Harry Jones 11, P.E. The following is DCI's response to the comments raised in the plan review letter dated August 11, 2000 for the Demo and Shell Submittals of Fatigue Technology. This response applies to the Demolition Permit Plan only. The response to the Shell Permit is to be submitted at a further date. Per your conversation with Doug Beck on August 15, 2000, we have included the existing building drawings in lieu of translating existing drawing information to our structural drawings. DCI's responses are numbered to correspond with the appropriate number in the review comments. General 2. Expansion Anchors have been included with the items listed under the TESTS AND INSPECTIONS /SPECIAL INSPECTIONS /Special Cases section of the General Structural Notes on Sheet S1.1. 3. All inspections shall be periodic with exception to masonry inspections, which shall be continuous as specified in the general notes. A note has been included under TESTS AND INSPECTIONS /SPECIAL INSPECTIONS of the General Structural Notes on S1.1. 4. The welding filler metal, E80XX -X, has been added to the CONCRETE REINFORCEMENT /WELDING section of the General Structural Notes on Sheet SD1.1. 2821 NORIIIUP WAY • SUITE 200 • BELLEVUE, WA 98004 • PI IONE: (425) 827 -2238 • FAX: (425) 827 -8986 5. The reference to "Lap Splice Schedule" under the CONCRETE REINFORCEMENT /WELDING section of the General Structural Notes on SD1.1 has been revised to reference Sheet SD2.1. 6. The addition of "...provided reinforcing bar temperature is above 32 F," has been added to the CONCRETE REINFORCEMENT/FIELD BENDING section of the General Structural Notes on Sheet SD1.1. 7. As listed in the General Structural Notes, P„, requirements are to comply with the "Unit Strength Method." A note has been added to the General Structural Notes clarifying that masonry units are to be tested prior to and during construction. The masonry prism testing listed in the notes under REINFORCED UNIT MASONRY /QUALITY ASSURANCE /Masonry Prism is in addition to the requirements of the code when using the "Unit Strength Method." Therefore, it is not necessary for the prism tests to comply with 2105.3.2 or 2105.3.3. 8. The statement "DCLU Memo #320" has been removed from the REINFORCED UNIT MASONRY /CONTINUOUS SPECIAL INSPECTION section of the General Structural Notes on Sheet SD1.1. 9. In the section REINFORCED UNIT MASONRY/MASONRY REINFORCING STEEL, "Section 2108.2.2" of the General Structural Notes has been revised to "Section 2107.2.2" on Sheet SD1.1. 10. The ASTM classification for "Wide Flange Beams" as well as the yield strength has been specified under the section STRUCTURAL STEEL /MATERIALS of the General Structural Notes on Sheet SD1.1. 11. Under STRUCTURAL STEEL/REFERENCE STANDARDS of the General Structural Notes, items (1) -(3) reference AISC and RCSC in their entirety, which cover tension calibration specifications of ASTM A325 bolts. 12. In the section STRUCTURAL STEEL /ANCHORS of the General Structural Notes, a note has been added requiring ICBO approval. Also, the epoxy adhesive has been specified. 13. In the section WOOD FRAMING/MATERIALS /Lag Bolts, the reference "NDS Section 9" has been included on Sheet SD1.1. 14. The bridge crane applies to Building Shell submittal. Response to Shell Submittal comments is to follow at a later date. 15. The bridge crane and mechanical roof supported mechanical equipment apply to the Building Shell submittal. Response to Shell Submittal comments is to follow at a later date. 16. The exposure for wind in the DESIGN REQUIREMENTS / WIND DESIGN of the General Structural Notes on Sheet S1.1 has been revised to exposure "C." 17. The soil type on the General Structural Notes has been revised to "SE" per communication with the geotechnical engineer. Reference the attached communication. 18. Applies to Building Shell submittal. Response to Shell submittal comments is to follow at a later date. 19. Reference item #12 above in the "General" section. 20. Applies to Building Shell submittal. Response to Shell submittal comments is to follow at a later date. Foundations (D2000 -010 / Demolition Revision No. 1 Submittal) 21. Reference the existing structural drawings for existing conditions. Reference calculations "Item 21" on page R1 and R2, enclosed. 22. The callout on detail 10 /SD2.1 has been clarified to be threaded rods with Hilti HY- 150 epoxy adhesive. Vertical (D2000 -010 / Demolition Revision No. 1) 23. Reference the existing structural drawings, enclosed, which indicate the existing conditions. Drifting snow is typically not a concern in the Tukwila area. Reference the enclosed" white paper" (and associated letter) entitled: "WABO — SEAW White Paper, Snow Load Regulations and Engineering Practices, Washington State." The Shell submittal addresses each new mechanical unit separately and shows the reinforced roof requirements for each unit. The Shell submittal response is to follow at a further date. 24. Bridge crane loads and supports will be addressed in DCI's response /re- submittal of the Shell structural drawings. 25. Bridge crane loads and supports will be addressed in DCI's response /re- submittal of the Shell structural drawings. Lateral (2000 -010 / Demolition Revision No. 1) 011 "'" 26. This will be addressed in DCI's response /re- submittal of the Shell structural drawings. 27. This will be addressed in DCI's response /re- submittal of the Shell structural drawings. 28. Reference enclosed calculation pages R3 that illustrates the adequacy of the capacity of the existing, upgraded roof diaphragm. Additionally, this comment will be addressed in the forthcoming response to the Shell submittal comments with respect to the addition of the new structure to the existing structure. The shear capacity and overturning resistance of the existing tilt walls will be addressed in DCI's response /re- submittal of the Shell submittal. The addition of the CMU area separation wall, running in the north/south direction, will add shear to the diaphragm only in the east/west direction. The CMU area separation wall serves as a new shear wall, thereby reducing shear loads to the diaphragm in the north/south direction. Reference enclosed calculation pages R4 & R5, which illustrate that the diaphragm is adequate to transfer the forces in the east/west direction. 29. See attached calculations "Item 29," sheet R4 and R5. Reference the existing building drawings for existing information. Reference DCI's response to item # 28, above. 30. Reference page M4 in the Demolition Permit submittal calculations previously submitted. 31. Reference the attached calculations, "Item 31," page R6. 32. Reference sheet L3 and L4 in Demolition Permit submittal calculations previously submitted. 33. Detail 18/SD2.2 has been modified in order to clarify the placement and number of HD10A holdowns. The holdowns are on each side of the girder, so an eccentric moment is not significant. 34. The location of the detail has been shown on the drawings. The calculation for the girder is found in the Demolition Permit submittal calculations previously submitted on sheet M5. .• Respectfully, Mth AltdatA-- Melissa Miller Project Engineer DCI Engineers Items #35-#42 will be addressed in DCI's response to the Shell permit comments. Please call if you have any questions. Cc: Doug Beck Roger Heeringa DCIEfGINEERS D'AMATO CONVERSANO INC. fax memo DATE: March 7, 2000 TO: Dan Campbell, GeoEngineers CC: Jeff Jeffers, CNA FROM: Doug Beck PROJECT: Mustang/Fatigue NO. OF PAGES (Including Cover Page): 1 COMMENTS: Dan, I have reviewed your geotechnical report "Report, Geotechnical Engineering Services, Proposed Building Expansion, Mustang L.L.C. Project, 401 Andover Park East, Tukwila, Washington for Fatigue Technologies, Inc. ", dated October 27, 1999. We request that you provide, additional information for the foundation design. • 1. Retaining walls: Short site retaining walls (approximately 4' -0" high) will be reguired in a few locations. Please provide DCI with lateral earth pressures (restrained and unrestrained), a friction coefficient, and a passive pressure value. Presently, we assume the following values: Unrestrained earth pressure = 35 psf Restrained earth pressure = 50 psf Passive pressure = 300 psf Friction coefficient = 0.35 . 2. Soil Type: Please provide a 1997 UBC Soil Type for lateral design 3. Slab Subgrade Preparation: The new slab in the new warehouse portion of the building will be designed for a live load of 800 psf. The new slab design is to match the design of the west side of:the existing warehouse slab. Please provide recommendations for slab. grade preparation and slab design at this location. JOB #: 99224 Please give me a call if you have any questions. ' Thank you. dL i. ii i .J .4 .W.1 2821 NORTHUP WAY • SUITE 200 • BELLEVUE, WA 98004 • PHONE (425) 827 - 2238 • FAX: (425) 827 - 8986 FAX #: 425 -861 -6050 (4.18 .IGI J�Ii1�L �• \�VIj;..:J� \�K\v.: '���d :':��r ��i • •�.� 4�. Geo - Engineers FAX TRANSMITTAL To: DCI Fax Number: (425) 827-8986 Attention: Roger Heeringa Regarding: Mustang Building Addition — Foundation Design Pages Date Description 2 7/31/00 Fax Transmittal Total Pager 2 Comments: Roger, per our meeting on July 18, we completed additional analyses io confirm our recommendations provided at that meeting regarding the design of new footings adjacent to the existing building. Footing Location: In our opinion, situating the new footings about 3'V2 feet higher in elevation than the existing footings is a good idea. This geometry will actually have less impact on the existing footings than if you placed the new footings at the same elevation or lower than the existing footings. Design Bearing Pressure: Since the new footings will be founded in the newly placed structural fill, several feet above the underlying compressible soils, we recommend a design bearing pressure of 3,000 psf for these footings. Seismic Loading Conditions: For the seismic loading scenario, the allowable bearing pressure can be increased by 75 percent; this is an increase over that recommended in our geotechnical report. The rationale is that the allowable bearing pressures provided in the geotechnical report arc controlled by the settlement potential of the underlying compressible soils and not the actual bearing capacity of the soils immediately below the footings. Since the compressible soils will not be impacted by the short-term seismic loads, it is reasonable to increase the bearing pressures used to evaluate the seismic condi . o 425 861 6050 JUL -31 -2000 15:58 Signed 8410 154 Avenue NB Redmond, WA 98052 Telephone: (425) 861 - 6000 Fax: (425) S61 - 6050 Date: July 31, 2000 File: 7699-001-03 Dan Campbel dcarnpbell(algcocngineers.com 96% P.01 R4 wv.. yV.VV AAA YLJ U1.11 VUJU VVU W1V111Li.AJ Settlement: Most of the settlement will likely occur when the dock -high fill and the preload fill are placed immediately adjacent to the existing building. We don't have enough data to from the settlement monitoring program to evaluate this yet, but our initial estimate is that the fill will result in about 11/2 inches of settlement along the existing footing line. After the dock high fill is iti place and the preload removed, we anticipate the impact from loading of the new footings on the existing footings will be negligible —less than V4 -inch of additional settlement. Please call if you have any questions. We will update you on the results of the settlement monitoring program as the data becomes available. CC: Jeff Jeffers, CNA (425) 828 -9116 Kevin Dooley Fatigue Technologies (206) 431-2518 JUL -31 -2000 15:58 ( Signed: Dan Campbell dcampbell© geoengineers.com 425 861 6050 96'. P.02 VamorreroommoSialEr Pages Date Description 1 6/2/00 Fax Transmittal uui 4.1 uu rms. uai. uo rna yco e0 nuou 1 .41 Geo Engineers FAX TRANSMITTAL To: DCI Engineers uhU bNIilNEEKS Fax Number: (425) 827 -8986 Attention: Doug Beck Regarding Mustang Building Addition / Fatigue Technologies Total Pages: 1 Comments: Doug, answers to the geotechnical- related questions presented in your fax to GeoEngineen dated March 7, 2000: 1. The lateral earth pressures, passive resistance, and friction coefficient you are currently using are suitable for design of 4 -foot high walls for this project. 2. The subsurface conditions at the site correspond to 1997 UBC Soil Profile Type Se. 3. The recommendations provided in our 10/27/99 report for dock -high fill placement and floor slab support are applicable for the heavier 800 psf floor loading areas, lithe slab will be designed as a beam on an elastic foundation, we recommend a design subgradc modulus of 60 pci. Increasing the floor loading to 800 psf does create some challenges though. The preload fill in this area would need to be increased from 2% feet to 7 feet to model the higher load, and the higher preload will be more likely to impact the existing building. At this point we would still recommend holding the preload back a certain distance from the existing building and monitoring the settlement If the settlement data suggests that fill placement adjacent to.the building will lead to excessive building settlement, then special techniques will be required to reduce the impacts. These techniques could in)(de range from placing light- weight fill next to the building to using a structural slab to span between the existing warehouse and the closest bay of the addition. It is much more likely that remedial measures will be required adjacent to the areas with 800 psf loading as compared to the 300 psf loaded areas Please call if you have any questions or require additional data. CC: Jeff Jeffers, CNA Architecture- -(425) 828-9116 Kevin Dooley, Fatigue Technologies (206) 246 -2010 8410 154 Avenue NE Redmond, WA 98052 Telephone: (425) 861 -6000 Fax: (425) 861 -6050 Date: March 10, 2000 File: 7699. 001.02 Signed: Dan Campbell dcampbell@geoengineers.corn 425 861 6050 PAGE.01 10001 Q k 1i (S D'AMATO CONVERSANO INC. P roject No. Project f Subject i 1 # p 4 € (1720-0-0 - o I o) Sheet No. Date b i ts / BY my / 4CM , 7- i. 464 WOW Goad, + X1',7 6,0' x (p ) - q 0 (1+ :a- 6 F) - tot-lov 1,u _ (o- 1o(/cr4()= (t 992 4 a(c)v lu 1p : (24 Ca- x IS C) _ 300 .P (it (+ (i gv rc.f ) = Z? o rk LL = t G (125 tc,c) = 2215b0- r DCLENG1 SEERS s , -e ,. x �, „ x 12.. Dr \) Jer = 2 *op 5k►q 1 1 6 Pi' (12) ti , EN) � L = '43.00 r (.t l 5 mvutn) P tl/kUrU 4- 6,ODOD = Pj 21 4 u1) 2 e► CL c: I°M 194 to0 Out? lo j4f 14-C •M 011 ML( vi i l Wall : 16 r (8'' enku °l h4, slcir ?A.12 I111 be IOall oveV (2 c 4-)(; . G +)(1 p4 (-) . :. -1 Wad AtiNA F4w wit? N. 3.26 Gk x04 v t 14 � o Yo o11110 1 110 Pst 3.15x (9.s DCLENGII•4EERS D'AMATO CONVERSANO INC. P roject No. Project Subject Sheet No. Date 61 B y M41n. 610 p•f + tCt o 1 Vtli40 7,44 L vo p I J r DCLENGINEERS ittiM Exit111E Pa1 'a • 1 wr�,d �1 c-rhvA 'Al k■cub J 104 e. q G� � I �k+�tltrrrr,I /eY NG t � � - lU Gl @ to" oG Pule! u cc! �t t - fo et Z 6 G D'AMATO CONVERSANO INC. P roject No, P r o j e c t F 0 , 4 . , c? , Q i P � v I o Subject 00 4+ 1 in_ A rah 4 4 , 6 - 0l Sheet No. Date tlic-LOfi By MM 1 4v wal 1 = Z 410 (ptli Cabs slf �a) kca C 5 16 (� - TL_ (fey cal e S s L-1. Lz) TUble,23.) 036 DCI ENGI 4EERS Iftwt �I "xt.h Ik WaIIe: 11 7c11A 4Yu oc & -i (.71414. M 64'►t blc[z• dveWi►- E D'AMATO CONVERSANO INC. P roject No, Pro Fit' L ?G�Vw� Subject i) tot° p .e9 , 70 1.ke (n _ 0 (;) Sheet No. Date By iV- • 6 keetY toyaull o r ►-60 DID 14049 o��2 36? v 1 k G��e - 31 rq 51 )Yak4eV or► w_2 191616' afr 042.4 AfrJa /� b'' 1/rvti. eli\ o,tvete(Plai earl '44t: _ k-. (7,) urn. m1;4 � c r e x (4 pa rs-tP GI , k. oapuct: 4r IhAUUi 4ia1e Pute,Q f C- tovi V- (S°18 DCLENGINEERS E D'AMATO CONVERSANO INC. Project No. Project Subject Sheet N4 Date By Om V A 141 011Arh.Yhiht T 3'g) T lf 3 (7 1 UP1�Ft z ( 3 1 b)(4.Sz 4) - 1114 z�.33 c4)CIR)) Ft( Al o t V Gf- V - 1416o * DCIINGI :PEERS D'AMATO CONVERSANO INC. P roject No. Project e et_ Subject prvw p?6pvr c-C Sheet No. K(0 Date 61 c rl� By Alm 14-tm x4 5/o t til Il/ci hots )5 @ 77v" oG 51Attav 0 Civitt q : Zoo 14 (:fer titA4 -( oie5 11,4 - Shear Ntau (1ci rac' (= /00 Ar 63er fl 4 .. 6-4I-ce- 50 ) 4 [e4 1/ 14 �f 4'8(100) = qfd 1t vio r TABLE 12.3A-BOX NAIL DESIGN VALUES (z) for SINGLE SHEAR (two member) CONNECTIONSI.2 with both members of identical specks 0-0.46 DOUGLAS PIP. (S) ITEM- FIR (N) 121 g 0.128 104 121 3 -114 0.128 12d 3-1/2 135 0.135 16d 4 0.148 20d 0.162 40d 154 4-1/2 0.148 30d 154 5 184 101 121 3 0.128 104 121 101 3 -114 0.128 12d 135 113 3 -1/2 0.135 16d 154 128 4 0.148 20d 154 128 4 -1R 0.162 30d 154 mi 5 0.162 404 �� 101 103 3-1/4 0.128 12d 135 113 3-1/2 0.135 16d 154 128 118 4 0.148 20d 128 118 141 0.148 30d 154 154 4 -1R 40d 184 by applicable l Table 7.3.1). 5 0.162 design values (Z) rain with nail axis perpendicular a wood fibers, and with the d for nailed connecti�on�sahn side multiplied b all a pliable ad'ushnent factors 2 . Tabulated lateral Sn are for box nails in 2, Tabulated lateral design values (Z) following nail bending yield strengths (F0): 0,128 and 0.135" diameter box nails „ F yb = 100.000 psi for 0.099 ", 0.113 ", Fri, = 90,000 psi for 0.148" and 0.162" diameter box nails lz 1 SIDE MEMBER TIIICICNESS ti inches NAIL LENGTH L inches 2 2-1/2 3 3-1/4 3-1/2 4 4 -112 5 2-1/2 3 3 -114 3-1/2 4 4-1/2 5 NAIL DIAMETER D inches 2 24/2 3 3 -114 3-1/2 4 4 -112 5 0.099 0.113 0.128 0.128 0.135 0.148 0.148 0.162 0.113 0.128 0.128 0.135 0.148 0.148 0.162 PENNY- WEIGHT 0.099 0.113 0.128 0.128 0.135 0.148 0.148 0.162 6d 8d 10d 124 16d 20d 30d 40d 8d 10d 12d 16d 20d 30d 40d 0 -0.67 RED OAK 6d 8d 1Od 12d 16d 20d 30d 40d Z lbs. 73 88 106 106 115 129 129 149 94 120 120 130 144 144 165 73 94 121 121 135 154 154 183 010.55 MIXED MAPLE SOUTHERN PINE Z lbs. 55 67 82 82 89 101 101 117 76 91 91 98 110 110 126 61 79 101 101 108 121 121 138 101 101 113 128 128 154 0°0.50 DOUGLAS FIR- LARCH Z lbs. 48 59 73 73 79 90 90 105 66 79 79 86 97 97 112 55 72 87 87 94 105 105 121 93 93 103 118 118 141 00.49 DOUGLAS FR- LARCH (N) 93 93 103 118 118 141 Z lbs. 47 57 71 71 77 87 . 87 102 64 77 77 84 94 94 109 54 71 84 91 102 102 117 91 91 101 115 115 137 91 91 101 115 115 138 Z lbs. 43 53 66 66 72 82 82 96 91 115 115 138 59 71 71 78 87 87 101 51 65 78 78 84 94 94 . 108 86 86 96 109 109 125 86 86 96 109 109 131 86 96 109 109 131 TH Q LL 3 CO 3 O _ W 2 j UC O. , c) W W ' . O ; • z U O ' z Seattle Chapter STRUCTURAL ENGINEERS ASSOCIATION OF WASHINGTON October 25, 1999 Tom Kinsman, Principal Engineer City of Seattle Department of Construction and Land Use 710 Second Avenue, Suite 200 Seattle, WA 98104 -1703 Re: SEAW Seattle Chapter Response to the Snow Load White Paper, January 1999, Prepared by the Board of Directors. Dear Tom: The Board of Directors for the Seattle Chapter of the SEAW has completed a review of the Snow Load White Paper which you presented to us in February this year. On behalf of the Board, I'd like to thank you and the rest of the joint committee members for all the hard work that went into assembling this very important document. Based on discussions of the board and a polling of qualified engineers acquainted with the issues presented in the White Paper, the Board of Directors have voted their support for the "Recommendations" listed on page seven of the White Paper. As a matter of information, we have included below a summ the recommendations. They are numbered in accordance with the White Paper comments regarding Recommendations. 1. It is agreed that, as a minimum, 25 psf snow load should be adopted by jurisdictions in the geogaphic areas described. But, this should not preclude certain jurisdictions from adopting a more conservative loading if historical data supports such due to localized weather phenomenon or particular geographical features. 2. It is suggested that the first sentence of this recommendation be modified thusly: "For the purposes of the 25 psf recommendation and the a ects ofdrr_'{_t low lying areas are 3. Optional wording for this recommendation was suggested as follows: "In low lying areas of Puget Sound there is not adequate evidence. generally. to require that the effects of drift be considered as part of roof snow load design. It is recommended.that the use of the UBC appendix (or SEAW Snow Load Design Manual) requirements for snow drift be left to the 'ud • ement of the structural en • ineer." It was also . ointed out that while driftin PO BOX 4250 • Seattle WA 98104.206/682- 6,,,• ,5Q 87 PRESIDENT William L. Shafer VICE PRESIDENT John V. Loscheider TREASURER Theodore E. Smith PAST PRESIDENT J. Mark D'Amato DIRECTORS 1998 -2000 Chun C. Lau John H. Tessem 1999 -2001 Anne E. McAteer -Berg Steven D Pfeiffer ADMINISTRATOR M. Lynnell Brunswig Seattle Chapter STRUCTURAL ENGINEERS ASSOCIATION OF WASHINGTON itself may not be a problem, engineers still need to consider the possibility of snow sliding off steep. upper roofs onto lower ones. And. as noted in Item 1 above. where warranted jurisdictions should have the option of calling for drifting based on local weather or geographical conditions. 4. The call for additional study of this item is supported. Generally, the idea of lumping all buildings having less than 5 degrees of roof pitch into the same category, as far as adding 5 psf to the design roof load, was viewed as too conservative. 5. Unanimous agreement. If you have any questions or would like to review the comments with the Board, please feel free to call me or Bill Shafer, President. We will be happy to schedule some discussion time at the next Board meeting if you so desire. Thank you again for all the hard work. Very truly y • urs, J. Mark D'Amato, P.E. Past President, SEAW, Seattle Chapter CC: Bill Shafer, SEAW, Seattle Chapter President SEAW Board 5 at k. me o N 'l WASHINGtON • BACKGROUND WABO - SEAW WHITE PAPER SNOW LOAD REGULATIONS AND ENGINEERING PRACTICES WASHINGTON STATE January 1999 a. In 1996, the Structural Engineers Association of Washington (SEAW) presented a seminar on snow load design at three locations in the State. The main purpose of the seminar was to introduce the second edition of the $]iiAW Snow Load Analysis to engineers and regulators. The first edition was.published in 1975. At the late 1996 seminar in SeaTac, an ad -hoc committee of members of the Seattle Chapter of SEAW conducted a panel discussion of issues related to the seminar, including snow load regulation. Much of the discussion focused on the lower elevation regions of the Puget Sound area. As a result of the panel discussion, it was recommended that SEAW and the Washington Association of Building Official (WABO) attempt to bring more consistency to the design and review process relating to snow loads. A joint WABO -SEAW Ad Hoc Snow Load Committee (see Appendix III) was subsequently formed to consider snow load issues and to facilitate consistency of design and enforcement. GOALS of the SNOW LOAD AD HOC COMMITEE The Goals of the Ad Hoc Committee are to further regional understanding and consistency with respect to snow load design and enforcement practices on low lying areas of Puget Sound, and to document the results of the in a White Paper which will be a resource tool available to members of the construction industry. Although the potential exists to use the information generated to consider code changes, the immediate Goals of the.Committee do not extend to considering changes to the State Building Code. CURRENT REGULATIONS The Uniform Building Code (UBC) is the adopted model code in the State of Washington. In general, the provisions of the UBC (1994 Section 1605.4, 1997 Section 1614) require local jurisdictions to establish snow loads used in the design of structures constructed in the local community. The load that the UBC intends for local determination is a uniform load. In addition the UBC requires consideration of non- firm Nh;....-4 '+ ti ?7GA z✓••■•i■• +11 il3a •xr.1W�i uniform accumulation due to potential drifting. This may appear non - specific, but the lack of data and numerous influencing variables, such as moisture, wind, elevation, temperature, geographic location, and proximity to large bodies of water, as well as variations in roof shapes and in the sizes and shapes of adjacent structures, together make state -wide adoption of specific loads and drift methodologies difficult. Lack of specificity of the Code helps cause an inherent lack of consistency from jurisdiction to jurisdiction, as compared to more defined regulation. Furthermore, the design practices of private professional engineers vary considerably. Appendix 1634 of the 1994 UBC (Append. Chapter 16 Div. I 1997 UBC) provides methods for calculating loads due to drifting snow. Generally, Appendix Chapters the UBC are not adopted by the state; rather, they are left available for local jurisdictions to adopt if desired. Appendix Chapters contain regulations that have not been developed sufficiently to gain the standing necessary for incorporation into the main body of the code. In some cases, individual jurisdictions have adopted ordinances that establish a specific local uniform snow load. In other cases, snow load requirements are developed by the local jurisdiction as written or unwritten polidies. OTHER RELATED ISSUES For the construction of safe roof structures, other issues can be as important or more important than specificity in adopted regulation. Examples include: intent of the owner /developer - is the intent construction for a long term capital investment, or is the focus minimum construction for immediate sale? technical capabilities of the design engineer, the Local plan reviewer and the inspector - is the engineer practicing in an area of expertise? does the jurisdiction have licensed engineers and certified inspectors on staff? does the jurisdiction as well as the design engineer have a continuous education plan? lack of communication between the design engineer and those responsible for inspection regarding critical concerns - does the design engineer realize an inspector's time is limited (10 =15 inspection per day are common)? does the contract allow for field involvement by the design engineer? staffing level of the local regulator = does the jurisdiction have budget to hire engineering staff and sufficient inspection staff? contractor knowledge and understanding - does the contractor have a good line of communication with the engineer? does the contractor realize a seerriingly small change in design or specification may not be equivalent but rather have long term impacts? financial and economic pressures - are the terms of the construction contract so tight as to drive consideration of less than what was specified? is competition between manufactured products driving designs to be marginalized? are assumptions being made regarding a level of independent inspection that does not exist? timely mechanisms for resolving conflicts between the regulator and the project designers - does the time it take obstruct getting the right answer and promote further gaps in communication? perceived relative importance between different sizes and occupancies of structures - is the position of some jurisdictions justified that small car ports and storage buildings, etc. have lower priority for regulatory structural involvement than other larger and more highly occupied buildings? The SEAW SNOW LOAD ANALYSIS There have been several publications developed over the last 30 years that address the statistical determination of snow loads for the design of buildings. These publications include the 1970 National Building Code of Canada and manuals by Structural Engineers Associations in Oregon, Colorado, Idaho, and Washington. The latest edition of the SEAW Snow Load Analysis incorporates many concepts from these previous publications. Precipitation and snow depth data used in the SEAW Snow Load Analysis .are based on measurements from the Soil Conservation Service and the National Weather Service. Density relationships have been developed in the various documents mentioned above. The Snow Load Analysis uses the Rocky Mountain Conversion Density relationship from a 1986 University of Idaho study. Basically, the relationship provides Iower density at lesser snow depths and higher density at greater snow depths to account for accumulation effects. Snow depths are based on a Mean Recurrence Interval of 50 years with a Log Pearson Type III distribution. SEAW's Snow Load Analysis provides a method to calculate basic ground snow load throughout the state from mapped information and elevations. Using the ground snow load and formulas found in UBC Appendix Chapter 16, one can then calculate the roof snow load, which for most buildings is less than the ground snow load: The Snow Load Analysis also contains a table in Appendix A of that document that provides a recommended ground..snow load for various jurisdictions (see Appendix I this document). These recommended loads are appropriately higher than what one could calculate from known elevations and the isolines. In the low lying regions of Puget Sound, these recommended ground snow loads are commonly in the range of 15 to 25 psf. If one calculates roof snow loads by applying CO IL. w o a; - v; � W Z F. 2 DI U �' o w w • Di 0 N' z.. the UBC methodology (P for common buildings, the associated roof snow loads would calculate to 10.5 to 17.5 psf. The Analysis also provides examples which calculate drifted snow load based on methods outlined in the UBC Appendix. The method the ground snow load as a basis to determine the drift loads. ISSUES WITH CURRENT REGULATIONS While it should be recognized that the Snow Load Analysis is the best resource available to help both the designer and the local building official determine local snow load requirements, it is, by itself, not a legally enforceable document. It was written solely to provide information about snow load design. • The perception in some jurisdictions that the Snow Load Analysis is an enforceable document. L• • Because of the lack of specificity in the State adopted code, design engineers can experience difficulties identifying specific local requirements. Because engineers tend to design structures in many different jurisdictions, they must seek this information on a job to job basis. They must maintain contacts, and hope that those contacts can provide information sufficient to prevent costly revisions during the permit application review and inspection of the building. During the preliminary stages of project development, the structural engineer provides information for estimates upon which financial and contractual decisions are based. Subsequent changes made during the permit process not only upset these decisions, but also consume time and money during resolution. During a panel discussion at the SEAW's SeaTac seminar, the following issues were discussed, most of which relate to the low lying regions of Puget Sound: • • The confusion surrounding whether specified basic snow loads are ground snow or roof snow loads. • A lack of clarity for which basic ground load source to use (the isoline maps or the various tables) and the limitations of each source as they relate to snow density. • The variability of snow drift requirements between jurisdictions. At one end of the spectrum, drift considerations are not required by the local regulator and are left to be determined by the design engineer. At the other end of the spectrum, drift considerationS are required, including a multitude of calculations for different roof conditions and load cases. • • The variability of drift calculation assumptions (ground snow vs. roof snow, area of roof that accumulates snow, impact of adjacent structures, complex multiple roof shapes), which can result in widely varying loads and resulting roof structures. • • The discrepancies between the likelihood of significant drift conditions in low lying Puget Sound and the rationale providing the basis for drift recommendations found in the UBC and the Manual. The drift provisions of the UBC appear to be based on climates quite different than the low lying Puget Sound area. The primary ' difference is the amount of time the snow accumulates and drifts, which can be weeks to months in the central and eastern US and mountainous regions, but only several days in the Puget Sound area. t I SURVEY OF CURRENT SNOW LOAD PROVISIONS N _ ° HW Prior to the SeaTac seminar, various building departments were surveyed informally over over the phone which helped generate some of the discussion at the seminar While the o decision to proceed with the WABO -SEAW Ad Hoc Committee occurred before the I L) 1996 Dec./ 1997 Jan. storm (the Holiday Storm), the storm caused the Committee to D o U proceed with a more formal survey of all building officials in the State. In the winter of :o o i.-; 1997, this survey was sent to a total of 85 towns, 192 cities, and 39 counties, and W w` ; response was received from 14 towns, 90 cities, and 27 counties. A copy of the survey � results is found in the Appendix II of this paper. u o .z ! The survey asked jurisdictions questions relating to the uniform load used, drift o enforcement practices, local amendments, and use of the SEAW Analysis. It is of note z that most jurisdictions reported using at Least 20 psf. with the bulk using 25 psf. uniform roof snow load. • FEMA /SEAW HOLIDAY STORM REPORT The Holiday Storm caused much damage around Puget Sound as well as in regions beyond Puget Sound, particularly on the east side of the Cascade Mountain Range, and in the south central regions of the state. The Holiday Storm injected a need for consideration well beyond this White Paper, and indeed, the Seattle Chapter of SEAW joined with the Federal Emergency Management Agency (FEMA) to write a report on the resulting damage in Washington, The report includes a description of the weather event, the general extent of damage, a survey of building departments, as well as case studies of various types of structures which experienced failure. The report was published in June of 1998, titled An Analysis of Building Structural Failures Due to the Holiday Snow Storms., This document and this White Paper are obviously closely related, and reading SEAW /FEMA's Analysis is recommended • reading. • REGIONS COVERED BY WHITE PAPER* The initial purpose of the Snow Load Ad Hoc Committee was to consider problems relating to snow load regulation and design in King, Pierce, and Snohomish Counties, and to develop a White Paper acceptable to both organizations, that may include recommendations for enforcement and design practices relating to snow loads. A great deal of Committee discussion occurred about the definition of the vertical and lateral boundaries of "low lying Puget Sound ". Greater boundaries provide more • information to a larger area and therefore to more future construction projects. On the other hand, effects of local weather conditions such as the Fraser River Valley to the north in British Columbia, areas immediately east of the Olympic Range, and the Columbia River area to the south are not as well known or understood, particularly with respect to wind and density of the falling snow, and thus argue for more limited boundaries. While limiting the boundaries simplifies recommendations, the Committee decided to expand the boundaries to include a wider region of the state west of the Cascades Range. SUMMARY OF FINDINGS After considering the information provided by the WABO survey, the FEMA /SEAW joint effort, and the experience of committee members, the Committee established the following findings: • The climates are similar enough in the low lying areas of western Washington that it is reasonable to establish a consistent specification - and consistency benefits designers, building officials, as well as the forest product industry. • The historic approach of uniform snow loads has provided acceptable performance. • The historic uniform load approach keeps the design and review process straight- forward. • The drift provisions found in the reference documents were developed for significantly different climates and are questionable for the Puget Sound. • Based on the SEAWIFEMA joint effort, recent storm damage was not related to drifting. • Consideration should be given for conditions resulting from a rain storm following a snow storm (rain on snow effect) on flat or near flat roofs - the UBC Appendix chapter suggests 5 psf. for roofs less than 1 /2:12 slope. +wu.ttxuaereUtnrvun�....ro. r:Ni !n:n+.u,.::�n, +�r�v..�� «STS RECOMMENDATIONS 1. In low lying areas between the Cascades and the coastal mountains of western Washington, it is recommended that all roof structures be designed for a minimum uniform roof snow load of 25 psf., and that all jurisdictions use the 25 psf. uniform snow load in their regulatory practice. 2. For the purposes of the 25 psf. recommendation, low lying areas are defined as areas in jurisdictions that have a recommended ground snow load of 25 psf. or less in Appendix A of the 1996 SEAW Snow Load Analysis. (note that this is typically conservative in comparison to the method outlined in UBC Appendix and the SEAW Analysis where a 30% reduction is commonly applied to the ground snow load to determine roof snow load) 3. In low lying areas of Puget Sound, there is not a significant enough concern about drift to warrant proactive regulatory enforcement by the local jurisdiction. In some unusual cases (such as buildings with a UBC Importance Factor greater than 1), it may be appropriate for the design engineer to consider the effects of drift in these low lying areas. However, the method for considering drift (UBC Appendix or SEAW Snow Load Analysis) requires significant judgment which should generally fall within the realm of the design engineer, rather than become part of proactive jurisdiction enforcement. 4. To account for the potential of rain on snow effects in low lying areas, it is recommended that an additional uniform load of 5 psf. for roofs with a slope of less than 5 degrees be further studied. (note: this was a topic where the Ad Hoc Committee did not gain consensus and therefore the "further study" recommendation; this should not be enforced by local jurisdictions based on this ' Paper unless specifically adopted under ordinance, with consensus on a regional basis with broad industry involvement) 5. It is recommended that those jurisdictions in low lying regions that do not have a specific written ordinance on snow loads adopt one. t. GROUND SNOW LOADS Recommended . COUNTY Ground �2 City (FT) () L ADAMS Lind 1390 20 Othello 1038 17 *Ritrville 1825 18 Waxman. . 1024 15 i ASOTIID • Anton *Asocin Clsaaron 3. BENTON Beams Cry Plymouth R.irland 4. CHELANI • Ard=voir Blew= Cbaan Emu Roid= • Lake Wenatchee Leavmwo Pesh:min Plain Strbeidn Stems Pus Ski Area *Wenn:het •S. CLALLAM Faisbolm Fodor La Posh • Mesh Bay *port Angeles sekin s APPENDIX I SEAW SNOW LOAD ANALYSIS - APPENDIX A GROUND SNOW LOADS • 6. CLARK. Amboy Battle Ground Camu Orebards *Vancouver Washougal 3570 120 770 22 820 20 494 15 400 15 665 15 289 . 15 359 15 1280 81 2320 3 95 1130 45 800 40 3224 221 1868 160 1180 120 1010 55 1870 122 1120 165 40603 400 780 22 6803 53 300 36 10 30 20 • 15 . • 32 20 80 . 40 183 20 400 295 150 230 150 65 25• 16 20 20 20 20 COUNTY CIty 7. COLUMBIA *Dayton • Statbock 8. COWLI Z Casde Rock KaLtaa *Kelso Longview 'Ibtnle 9. DOUGLAS Bridgeport East Wenauha Mansfield Rock Island *Waterville 10. FERRY Curlew Incbelium Keller Lanier *Republic IL FRANKLIN Connell Kahloms *Pasco 12. GARFIELLD *Pommy 13. GRANT Coulee Cry *Ephrata Grand Coulee Handiae Maaawa Moses Lake QtlincY Soap Lake Warden Elevation' 1613 645 50 210 80 21 492 800 2262 . 650 2622 840 901 3B3 Reotn=acidid. Gourd • Snow Iour 1585 1250 1640 1905 778 1060 1295 1074 1305 25 15 19 24 I8 18 34 36 57 88 1800 . 50 560 112 1498 23 1645 3 86 2600 54 15 18 15 1855 28 24 24 18 29 15 15 34 20 18 COUNTY 15. ISLAND • Caupeville Freeland Oak Hceor 16. JEFFERSON • Brinnon L-land "Pon Townsend Queers Quilt= • 17. KING Auburn Belle= Bothell Black Diamond Carnation Duvall Enumclaw Fall Cuy Humphtsy Issaquah Kent Kirkland Lester North Bend Palmer Renton * Seutle Skylmzmsh Stevens Pass Ski Area Yashon Island 18. KITSAP ' Bremerton * Port Otrhard Poulsbo GROUND SNOW LOADS Elenrition • Qty (F') 14. GRAYS HARBOR Aberdeen Elora Hoquiam Humpmlips McCrary *Montesano Oakville Ocean Snores Quinank Taholah Westport Recommended Ground Snow Load (PSF) City 19. KITPPTAS 10 15 Qe Mum 50 18 Easton 20 15 *Ellensburg 131 28 Kitting 257 18 Lake QeElum 66 15 Lake Kacbess 90 15 Late Reechelus 10' 15 Liberty 221 45 Roslyn 17 30 Snoqualmie Pass 12 15 Ski Area Vantage 80 17 110 :5 20. KLICKITAT 120 17 Appleton Bickletnn Centerville 77 30 Glenwood 200 3 30 ' Goldendale 120 20 Kiicldtu 30 30 Lyle . 20 25 Sams Pass Trout Lake White Salmon 85 20 Wishram 100 20 90 20 2L LEWIS 650 24 Centralia 75 25 *Chehalis 140 25 Mineral 720 25 ' . Morton 90 • 30 Mossyrvck 1200 3 84 Onalaska 100 20 Packwood 50 20 Pe m 180 20 Randle 1620 •109. Toledo 442 33 Mader 880 55 15 20 350 20 931 80. 4060 3 300 375 17 100 15 140 15 18 15 GROUND SNOW LOADS COUNTY 22. LINCOLN 'Davenport Harrington Odessa Reudan Sprague Wilbur • Elevation 1 (FT) 1905 2160 1540 1647 2223 2260' 2517 2680 2280 3000 640 3 1300 3 2308 • 3020 1605 1895 1633 447 140 3146 1900 640 180 189 226 1770 940 698 505 1051 412 880 110 175 2369 2140 1544 2496 1899 2163 Recommended Ground Snow Luud tl'SFr 88 150 34 37 1138 227 320 92 130 433 18 29 . 104 31 41 108 20 45 45 120 166 52 36 20 20 88 57 34 25 100 34 78 19 19 56 41 23 37 34 . 32 �.,...m.�........d. anti ;i:::.twu'bu?ec{G...,w.�.w.m:: ;�.yr.•� 1..niyV.x�:..cifx L:1'r ,...:. u. a k.. ;: GROUND SNOW LOADS Recommended COUNTY Ground Elevation' Snow Louth City (FI) (PSF) 23. MASON Belfair 43 15 Lake Cushman 733 114 gi 40 30 Ulliwaup 10 30 Matlock 443 3 48 'Shelton 6 22 24. OKANOGAN Brewster Conconully Coulee Dam Mumma Methow Nespelem 'Okanogan Omsk Oroville Wisp %sthrop 25. PACIFIC Ivaco Lebam Long Beach Na!selle Raymond 'South Bend 26. PEND OREILLE Cusick Ione Metaliae Falls *Newport 27. PIERCE Ashford • Barkley Carbonado Chinook Pass • Crystal Mountain Ski Ater DuPont Eatonv& Ego Gzeenwater Kapowsin McMillin Reservoir Longmire • Orrin Paradise allu 820 33 2300 61 1145 18 2111 105 1153 49 1820 29 860 25 8i7 25 930 29 940 25 1614 64 1760 91 11 15 190 15 10 15 12 15 14 15 80 15 2050 68 2090 63 2100 70 2166 80 1770 150 726 18 1180 60 5432 3 760 4380 438 245 15 810 15 1211 • 99 1720 118 629 35 580 3 18 2757 193 215 18 5440 600 ao• 1s COUNTY , City 27. PIERCE (continued) . Roy Sunrise 'Tacoma 28. SAN JUAN Deer Harbor *Friday Harbor Lopez Olga Orcas Roche Harbor Rosario 29. SKAGIT • Amax= Blanchard Burlington Concrete La Coarser Lyman Marblemount McMurray • Mount Vernon Rockport Sedro Woolley 30. SKAMANIA Carson North Bonneville Skamania Spirit Lake Stabler *Stevenson Willard 31. SNOHOMISH Arlington Danangton *Everett Index Granite Falls Marysville Monroe Monte Cristo Mountain Terrace Oso Siiverton Stanwood Startup Sultan Veriot/Robe GROUND SNOW LOADS Recommended Ground Elevation' Snow Load (FT) (PSF) 310 6385 380 18 760 21 • •• . 60 20 91 20 40 3 20 60 20 60 20 55 20 90 20 100 15 5 17 30 17 435 57 50 15 86 3 21 310 60 280 17 180 15 275 50 55 15 520 50 57 50 55 50 3198 384 947 171 103 50 1260 73 120 17 549 '110 110 15 532 37 391 18 20 16 55 19 2756 3 220 440 20 200 3 20 1520 3 114 5 15 140 18 114 18 1000 3 60 COUNTY City 32. SPOKANE Cheney Deer Park Medical Lake Mount Spokane Ski Area Bottom Top *Spokane Rockford 33. STEVENS Boundary Chewelah *Colville Humes Kettle Falls Northport • Springdale Wellpinit 34. THURSTON Littlenxk *Olympia Rochester Tenino Tumwa = Vail Yelm 35. WAHIGAKUM • • Catltlaates Grays River Skamokawa 36. WALLA WALLA Attalla Waitsburg *Walla Walla GROUND SNOW LOADS * Denotes County Seat Elevation' (FT) 2400 2130 2420 1400 3 1671 1610 ' 1560 1625 1328 3 2070 2400 150 130 60 290 220 464 3 340 53 27 26 380 1260 1000 36 59 36 46 64 45 47 56 80 15 15 15 15 15 22 18 22 15 15 15 30 18 Recommended Ground Snow Load2 (PSF) • COUNTY Clty 37. WHATCOM Acme *Bellingham Blaine Deming 4600 3 120 Diablo 5800 3 151 Ferndale 2000 39 Glacier 2361 32 Lawrence Lynden Maple Falls 48 Mt. Baker Ski Area 50 Newhalem Nooksack Sumas Wickersham 38. WHITMAN *Colfax Lacrosse Palouse Pullman Rosalie St. John Tekoa 39. YAKI MA Amaiean River Goose Prairie Grandview Nukes Rimrock lake Sunnyside . Toppenish Wapato White Swan White Pass Ski Area •Yakima GROUND SNOW LOADS Elevation' 310 100 45 210 910 900 145 3 103 643 4200 510 22 15 16 24 100 60 20 74 24 24 77 588 129 84 24 36 24 310 28 1962 1481 2426 2400 2232 1980 2494 2800 3266 800 3 1470 2950 T10 760 855 973 4720 1066 Recommended Ground Snow Load (PSF) 26 15 36 30 36 41 39 165 172 15 38 110 15 17 17 37 244 1 t Source unless noted: U. S. Geological Survey, Geographic Names Information System, U.S.G.S. Earth Sci- ence Information Center, Spokane, WA. 2 In no case should the roof design live load be less than the minimum as required by the 1994 Uniform Building Code Section 1605 nor less than required by, the local Building Official. 3 Source of elevation: U.S.G.S. map per U.S.G.S. Earth Science Information Center, Spokane, WA. APPENDIX II WABO STORM DAMAGE SURVEY' Winter /Spring 1997 Of statewide responses reporting a single snow load requirement including the county double count, the following is an approximate distribution of roof snow loads, psf: snow load, psf 0 15 20 25 30 32 35 40 50 60 72 no. of jurisdictions 1 1 17 57 23 2 4 4 3 1 1 Of statewide responses reporting including county double count, the following relate to the snow drift enforcement: no. perceiving drift as problem / total responding no. hang drift operating policies / total responding no. requiring drift considerations / total responding yes no. holding applicant accountable to Manual / total yes 25 / 131 no 103 /131 yes 15 / 131 no 111 /131 57 / 131 no 69 / 131 Of the statewide responses reporting including county double count, the following relates to formal amendment and policies relating to specific snow load requirements: no. with local amend. specifying snow load / total resp. yes 15 /131 no 112/131 if no local amend., how many have handout / total resp. yes 26 /131 no 92 / 131 no. using Manual as a resource document / total resp. yes 53 /131 no 67/131 yes 32 /131 no 67 /131 L• ' Note that this was a statewide survey, and although it provides good information , it should not be considered professional. The term "double count" relates to the fact that the relationship between some counties and the included jurisdictions with respect to snow load regulation is not known, Of the statewide responses including county double count, the following relate to local failures from the storm: no. of failures carports 498 boat storage 51 commercial 230 prefabricated 109 mobile home 136 other 525 other 350 Of the statewide responses including county double count, the following relate to building official perceptions of needed attention for improved building product relative to snow loads: no. perceiv. drains as major contributor / total resp. yes 27/131 no 73/131 current status quo is OK, recent damage was due to unique storm yes 66/131 no 34/131 range of importance (0= not important - 4 = very important) 0 1 2 3 4 potential improvements • number of jurisdiction, better engineering is needed 10 19 42 24 15 better construction is needed 10 8 31 36 25 increased building to approved plans is needed 11 7 25 19 45 improved technical knowledge 5 5 19 39 43 better enforcement plan review 18 11 26 33 22 inspection 17 12 24 35 21 more regional enforcement uniformity 10 13 28 16 42 increase the code standards 23 27 19 18 21 • • SEAW / WABO AD HOC COMMITTEE CHAIR Tom Kinsman Seattle ICBO Chuck Williams WABO SEAW Don Cole Kirkland Cap Pearson Tacoma Corey Schmidt Skagit Co. Greg Schrader Bellevue David Shaver Vancouver APPENDIX III Terry LundeenCogland, Porter, and Lundeen Jay Taylor Skilling, Maiussen, John Alving Engineers Northwest Joe Gehlen Kramer Gehlen Associates .Chris Hamilton Bellingham Ari DCIENGINEERS D'AMATO CONVERSANO INC. DATE: ATTENTION: COMPANY: ADDRESS: FROM: PROJECT: VIA: ENCLOSURES: ❑ Shop Drawings ❑ Copy of Letter ❑ Contract ❑ Other Copies Date August 29, 2000 JOB #: 99224 Larry R. Bringhurst FAX #: Reid Middleton 5895 Jean Road, Lake Oswego, OR 97035 Doug Beck Fatigue Technology Inc., Tukwila, WA ❑Fax ❑Courier ❑ Attached ❑ Computer Disk ❑ Change Order ❑ Calculations Description # PAGES incl. cover: [Wail Other ❑ Under Separate Cover ® Prints ❑ Originals ❑ Confirmation transmittal ❑ Preliminary ❑ Field Report ❑ Specifications Structural Drawings of Existing Bldg TRANSMITTED: as checked below ❑ For Approval ❑ Reviewed As Submitted ❑ Resubmit Copies For Review ❑ For Your Use ❑ Reviewed As Noted ❑ Submit Copies For Distribution ® As Requested ❑ Returned For Corrections ❑ Return Corrected Prints ❑ For Review & Comment: ❑ For Bids Due: REMARKS: Larry, Please feel free to call if you have any questions. Thank you. COPY TO: file ❑ Prints Returned After Loan to Us RECEIVED AUG 3 0 2000 REID MIDDLETON SIGNED: Do g las R. Beck, P.E. If enclosures are not as noted, kindly notify us at once. 2821 NoicrlIIII' WAY • Sun% 200 • URI.I.rvuli, WA 98004 • I'IIONE (425) 827 -2238 • IAx: (425) 827 -8986 Micro Com Systems Washington Ltd. ATTENTION 12608 -B INTERURBAN AVENUE SOUTH TUKWILA, WA 98168 TEL (206) 248 -3191 FAX (206) 248 -3313 The next image may be a duplicate of the previous image. Other: u Fr - a rv\0 www.microcomsys.com DCIENGINEERS D'AMAT DATE: ATTENTION: COMPANY: ADDRESS: FROM: PROJECT: VIA: ENCLOSURES: ❑ Shop Drawings ❑ Copy of Letter ❑ Contract ® Other Copies Date 0 CONVERSANO INC. August 29, 2000 Larry R. Bringhurst Reid Middleton JOB #: FAX #: 5895 Jean Road, Lake Oswego, OR 97035 Doug Beck Fatigue Technology Inc., Tukwila, WA Description 99224 # PAGES incl. cover: transmittal ®Other ❑Fax ❑Courier ❑Mail ❑ Attached ❑ Under Separate Cover ❑ Computer Disk ® Prints ❑ Change Order ❑ Originals ❑ Calculations ❑ Confirmation ❑ Preliminary ❑ Field Report ❑ Specifications 1 Structural Drawings of Existing Bldg TRANSMITTED: as checked below ❑ For Approval ❑ Reviewed As Submitted ❑ For Your Use ❑ Reviewed As Noted ❑ As Requested ❑ Returned For Corrections ❑ For Review & Comment: ❑ For Bids Due: REMARKS: Larry, Please feel free to call if you have any questions. Thank you. COPY TO: file ❑ Resubmit Copies For Review ❑ Submit Copies For Distribution ❑ Return Corrected Prints ❑ Prints Returned After Loan to Us SIGNED: Do glas R. Beck, P.E. RECEIVED AUG 3 0 2000 REID MIDDLETON If enclosures are not as noted, kindly notify us at once. 2821 NoIrII IIIP WAY • S11111 200 • IIIsLLIiVIIli, WA 98004 • I'I•lONIi (425) 827 -2238 • PAX: (425) 827 -8986 August 11, 2000 File No. 26 -00- 005- 020 -20 26 -00- 005- 020 -01 Reid iddleton Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Demolition Permit Plan Review — Revision No. 1 Submittal (D2000 -010) Permit Plan Review — First Submittal (D2000 -226) Fatigue Technology Dear Mr. Griffin: ti t E ; • PU G 21 20L10 COMM • c -zg��. L eLe` o vvt `7 - t 7— &< We reviewed the proposed project for compliance with the structural provisions of the 1997 Edition of the Uniform Building Code as amended and adopted by the City of Tukwila. The permit applicant should address the following comments. A copy of this letter was forwarded to the project contact for your convenience. General (D2000 -010 / Demolition Revision No. 1 Submittal) ✓ --- (D2000 -226 / First Submittal) 1. The following list of comments should be responded to in itemized letter form. The permit applicant should have the Engineer of Record respond and resubmit two copies of revised structural drawings and one copy of supplemental calculations. All information should be submitted directly to Reid Middleton, Inc. ,2. "Expansion Anchors" should be included with the items listed under the TESTS AND INSPECTIONS /SPECIAL INSPECTIONS /Special Cases section on Sheet SD1.1 and S1.1, per UBC Section 1701.5.15. 3. Frequency of special inspections should be included within TESTS AND INSPECTIONS section on Sheet SD1.1 and S1.1 per UBC Section 1701.6. 4. The welding filler metal required when welding ASTM A706 reinforcing steel is E80XX -X as specified in AWS D1.4. This requirement should be added to the CONCRETE REINFORCEMENT /WELDING section on Sheet SD1.1 and S1.1, per UBC Section 106.3.3. 5. Revise reference to "Lap Splice Schedule" to "Sheet SD2.1" under the CONCRETE REINFORCEMENT /SPLICES section on Sheet SD2.1. 6. Add ". . . provided reinforcing bar temperature is above 32 F" to the end of the Washington Oregon Alaska Engineers Planners Surveyors Reid Middleton, Inc. 728134th Street SW Suite 200 Everett, WA 98204 Ph: 425141 -3800 Fax: 425 741 -3900 Mr. Duane Griffin City of Tukwila August 11, 2000 File No. 26-00-005-020-20 / 26 -00- 005- 020 -01 Page 2 second sentence listing " #3 through #5 bars" under the CONCRETE REINFORCEMENT/FIELD BENDING section on Sheet SD1.1 and S1.1 per ACI 301, Section 3.3.2.8, per UBC Section 106.3.3. 7. The requirements of the REINFORCED UNIT MASONRY /QUALITY ASSURANCE /(1) Masonry Prisms section, on Sheet SD1.1 and S1.1, should be revised to follow the guidelines of 1) UBC Section 2105.3.2 that requires the testing of masonry prisms or UBC Section 2105.3.4 that requires the testing of masonry units, "prior to" and "during" construction, or 2) UBC Section 2105.3.3 that requires the establishing of a 30 masonry prism test record prior to construction and the testing of three masonry prisms during construction. 8. The following statement "DCLU Memo #320" should be removed from the REINFORCED UNIT MASONRY /CONTINUOUS SPECIAL INSPECTION section on Sheet SD1.1 since the project is not within the Seattle City limits. 9. UBC reference to Section 2108.2.2 should be revised to 2107.2.2 for working stress design in section REINFORCED UNIT MASONRY /MASONRY REINFORCING STEEL on Sheet SD1.1. 10. The corresponding ASTM classification, such as A572, for "Wide Flange Beams" with a yield strength of 50 ksi, should be specified under the STRUCTURAL STEEL/MATERIALS section on Sheet SD1.1, per UBC Section 2203 and UBC Standard 22 -1. 11. The requirements of AISC/RCSC Specification 8.(b) should be included in the statement covering the ASTM A325 bolts in the STRUCTURAL STEEL /BOLTING section on Sheet SD1.1 and S1.1, to cover the tension calibration of the selected bolt tightening method of selected from RCSC Section 8.(d), per UBC Section 2208. 12. Section STRUCTURAL STEEL /ANCHORS on Sheet SD1.1 should be modified to require ICBO Approvals on expansion and epoxy anchors, and the type of adhesive that was used in the design, per UBC Section 104.2.8. 13. A reference standard, such as "NDS Part 9 ", for lag screws should replace the stated reference of UBC Section 2318, which does not cover lag screws, in the section WOOD FRAMING /MATERIALS/Lag Bolts /Bolts on Sheet SD1.1. 14. "Bridge Crane" should be added to the section SUBMITTALS/DEFERRED SUBMITTALS on Sheet S1.1 per UBC Section 106.3.4.2. 15. The section DESIGN REQUIREMENTS /DESIGN LIVE LOADS should be revised to include loads from the bridge crane and mechanical equipment on the roof per UBC Section 1605.1. 16. In agreement with the Demolition Revision No. 1 Submittal, the exposure for wind should be revised to "C" (Demo Sheet SD1.1) in the DESIGN Reid iddleton ! co u. 41C I v. 0 tIJ Do! '§ W Lu IL C Z w N Mr. Duane Griffin City of Tukwila August 11, 2000 File No.26 -00- 005- 020 -20 / 26 -00- 005- 020 -01 Page 3 REQUIREMENTS/WIND DESIGN section on Sheet S1.1. 17. The soil type should be revised to "Sp" to be in agreement with the Demolition Revision No. 1 Submittal (Demo Sheet SD1.1) in the DESIGN REQUIREMENTS /SEISMIC DESIGN on Sheet S1.1. 18. Provide substantiation for restrained and unrestrained Active Lateral Pressure in section SOILS AND FOUNDATIONS/DESIGN SOIL VALUES on Sheet S1.1 per UBC Section 106.3.3. These values were not included in the Geotechnical Report from GeoEngineers, dated October 27, 1999. 19. Section STRUCTURAL STEEL /ANCHORS on Sheet S1.1 should be modified to require ICBO Approvals on expansion and epoxy anchors, and the type of adhesive that was used in the design, per UBC Section 104.2.8. 20. The AISC Specification reference section should be revised to "M3" in section STRUCTURAL STEEL /SHOP PAINTING on Sheet S1.1. Foundations (D2000 -010 / Demolition Revision No. 1 Submittal) 21. To determine the impact of the added interior CMU wall and footing weights at the center of the existing north and south walls on the soil pressure below the existing footings, the plan dimensions, thickness, reinforcing and concrete compressive strength of the existing building footings and foundation walls should be provide per UBC Section 106.3.2. The information should also be shown on the drawings per UBC Section 106.3.3. 22. Clarify callout of expansion bolts or adhesive anchored rods in Detail 10 /SD2.1, per UBC Section 106.3.3. "HY 150" is the callout for the HILTI adhesive and not for an expansion bolt. Vertical 00 -010 / Demolition Revision No. 1) It appears that the loads from drifting snow and the new added mechanical equipment on the existing roof framing members and plywood sheathing may be higher than the original building design. The thickness and grade of the existing plywood roof sheathing, the existing roof covering construction and the sizes and grades for the existing timber roof framing system members should be substantiated and shown on the drawings per UBC Section 106.3.3. The sizes of the existing steel columns should also be included. 2000 -226 / First Submittal) 2000-226 It appears that the structural calculations for the columns supporting the bridge crane have not been included in the submitted calculations. These calculations should be provided per UBC Section 2208. 25. On Sheet G21 of the structural calculations, it is stated that the "panels to be Reid iddleton Mr. Duane Griffin City of Tukwila August 11, 2000 File No. 26 -00- 005- 020 -20 / 26 -00- 005- 020 -01 Page 4 designed for the crane rail load ". Please indicate which panel calculation covers the inclusion of the vertical crane loads. 26. Section STEEL ROOF AND FLOOR DECK/DECK FASTENING on Sheet S1.1 should be revised to require a minimum 5/8 -inch diameter arc puddle weld per SDI Design Manual. Indicated the location on the drawings of the diaphragm schedule. 27. UBC Chapter 22, Division III in the section OPEN WEB STEEL JOISTS /REFERENCE STANDARDS on Sheet S1.1 should be revised to "Division IX ". Lateral 2000 -010 / Demolition Revision No. 1) It appears that the shear in the roof diaphragm may be higher at the exising east and south tilt shear walls. Substantiation of the plywood roof sheathing orientation /installation pattern and the nailing schedule should be provided per UBC Section 2315 and shown on the drawings per UBC Section 106.3.3 for verification of the diaphragm shear capacities. 29. To determine the shear capacity and overturning resistance of the existing tilt walls, the thickness of the existing walls, the wall reinforcing and the connection to the existing footings should be substantiated per UBC Section 106.3.2 and shown on the drawings per UBC Section 106.3.3. 30. Diaphragm design calculations for the connection to each side of the new middle CMU wall, as shown in Detail 10 /SD2.2, should be provided per UBC 1605.1. 31. The design calculations of the diaphragm blocking, as shown in Detail 20/SD2.2, should be provided per UBC Section 1605.1. 32. Design calculations should be provided, per UBC Section 1605.1, to substantiate the capacity of the existing angle and embedded connection at the existing tilt walls, as shown in Detail 19/SD2.2 and shown on the drawings per UBC Section 106.3.3. 33. Clarify on the drawings the total number of Simpson HD 10A holdowns, as shown in Detail 18 /SD 2.2, for each connection location. On Sheet L6 of the structural calculations, it appears that only a single holdown, on only one side of the girder, is used on each side of the connection. The Roofing Framing Plan on Sheet SD2.2 shows the holdowns on only one side of the girders. Holdowns on only one side of the girders will add an eccentric moment in the girder. The calculation should also be provided per UBC Section 1605.2. 34. For Detail 15/SD2.2, the locations of the detail on the drawings should be shown per UBC Section 106.3.3 and the calculation of the girder strength should also be provided per UBC Section 1605.2. Reid iddleton .1, Mr. Duane Griffin City of Tukwila August 11, 2000 File No. 26-00-005-020-20 / 26 -00- 005- 020 -01 Page 5 (D000 -226 / First Submittal) The calculations and connection detail for the ends of the horizontal W10x30 low beams along Grids 14.1 and A.9( ?) on Sheet S2.3, supporting the top of the existing tilt walls as shown on in Detail 15/S6.1 and 11/S6.3, should be provided per UBC Sections 1605.1 and 106.3.3. On Sheet L5 and L30 of the structural calculations, the existing tilt walls are required to provide lateral resistance for the lateral loads from the new and old roof structures. Calculations for the check of the existing tilt wall panels and foundations capacities, and the design of the connection between the new roof system should be provided per UBC Section 1605.1. The details showing the load path from the new roof diaphragms to the existing tilt walls should be shown on the drawings per UBC Section 106.3.3. Anew CMU shear wall butts against each side of the existing south middle wall. A "tie" between the new CMU walls and the existing wall is required per UBC Section 1633.2.5. 38. In Details 15/S6.1 and 11/S6.3, the W10x30 low beams restrain the top of the existing tilt walls as well as the tributary portion of the existing roof system. The following calculations should be provided per UBC Sections 1605.1 and 19145.2.1: a. The weak axis bending of the existing tilt wall sections to transfer the lateral roof forces to the W10 low beams. b. The combined axial plus bending stresses in the new columns supporting the new roof and second floor vertical loads, and the lateral loads from the existing tilt walls and roof system. 39. Detail 4/S6.1 shows the new roof system above the crane high bay supporting the top of the existing tilt wall sections and the tributary portion of the existing roof system. The calculations for the weak axis bending of the tilt wall section should be provided per UBC Sections 1605.1 and 1914.2.1. The calculations for the resistance of the bridge crane seismic lateral forces by the building framing system should be provided per UBC Section 1605.1. The distribution of the N -S seismic forces for the new two -story office addition, between Grids A.1 and A.9, should be distributed between the existing tilt walls, the new north concrete shear wall (at Grid A.3) and the weak axis bending of the nine full height concrete piers along Grid A.1. This distribution should be provided per UBC Section 1605.2.1. 42. Diaphragm deck shear values have not been indicated on the drawings as stated in section STEEL ROOF AND FLOOR DECK/DIAPHRAGM CAPACITY on Sheet S1.1. Reid iddleton Mr. Duane Griffin City of Tukwila August 11, 2000 File No. 26 -00- 005- 020 -20 / 26 -00- 005- 020 -01 Page 6 Corrections and comments made during the review process do not relieve the project applicant or designer from compliance with code requirements, conditions of approval, and permit requirements; nor is the designer relieved of responsibility for a complete design in accordance with the laws of the state of Washington. This plan review check is for general compliance with the Uniform Building Code as it relates to the project. If you have any questions or require any additional clarification, please call. Sincerely, Reid Middleton, Inc. Larry R. Bringhurst, PE Senior Plan Reviewer e : \planreview \tukwila \00\su020 -r l .doc \lrb Jeff Jeffers CNA Architecture 777 —108` Avenue NE #400 Bellevue, WA 98004 DkeFt Woe., S03/ 53 4 -.D2Co 77 3 1v� "po∎GKA. ,S �u tL - Ott. 8t EtJb o W 14, Reid iddleton MEMORANDUM ARCHITECTURE To: Bob Benedicto Date: May 25, 2000 From: JEFF JEFFERS Project Name: Fatigue Technology Inc. Subject: Preliminary Review Project Number: 1137.00 Bob: Thank you for taking the time to meet with Kevin and myself to discuss the Fatigue Technology project. As we mentioned, we will be submitting this project in two packages, initially the shell and core package and later the tenant improvement package. Some of the points we discussed are as follows: 1. The Washington State Architectural Stamp needs to include a signature. This can either be wet or dry stamped. 2. Note on the drawings a list of all special inspections required. This is listed on our sheet T1.2 but needs to be coordinated with structural. 3. Locate the building dimensionally to the property line on the site plan. 4. Grade adjacent to the accessibility ramp needs to extend out a minimum of three feet in order to meet the accessibility standards and not require handrails. The ramp slope will be 1:20 or less and an intermediate landing will be provided. 5. Partial occupancy: Tukwila does not issue a partial occupancy but will give an ok to occupy if the life safety issues are met. These issues would include an active sprinkler zone, fire alarm and the proper exiting. It is our intent to occupy the production area earlier so that the equipment can be installed while the rest of the building is being completed. We will further define the criteria as we proceed with this project. 6. Provide a narrative on the drawings as to what is to be included in the shell and core submittal and what is to be included in the tenant submittal. It would be helpful to "ghost -in" the tenant partitions in the shell and core package. 7. Further study needs to be made regarding the accessibility to the existing mezzanine. 8. It was noted that a separate rack storage permit would be required. Storage racks are not a part of the architectural submittal. 9. Energy and lighting analysis to be submitted with the permit package. 10. Show location of the premises identification. 11. All safety glazing to be identified. 12. Areas of evacuation assistance will be provided from the second floor. The existing building sprinkler system is not equipped with quick response heads. Two spaces are provided in the south stairs and one space in the northeast stair. These areas will be designed in accordance with WAC Section 1104. Only one space is provided at the northeast stair due to limitation of space. The occupant load of the second floor is less than 200 and we request the exception to Section 1104.2.2 where the building official may reduce the number to one space where the occupant load is less than 200. RECEIVED 13. On all drawings, highlight only what is to be included in the submittal package. CITY OF TUKWILA a u 1 1 2000 CNA Architecture Inc. 777 108th NE 11400 Bellevue WA 98004.5118 Tel 425.822.6700 Fax 425.828.9116 D?oc zz • Principal Architects: Arlan E. Collins Mark L. Woerman, AIA PERMIT CENTER MEMORANDUM 14. Structural drawings are outsourced for review. The first cut letter from the city consultant will be within 10 working days. The Structural engineer may respond directly to the city consultant to save time. 15. An outstanding issue with the planning department was a written agreement with the railroad to allow paving over the spur track. A copy of the lease agreement was provided to Carol Lumb, AICP, Associate Planner. She will review the agreement and notify Kevin Dooley. If it is acceptable FTI will sign the lease agreement and return to the railroad. End of points for consideration. CNA Architecture Inc. 777 108th NE 4400 Bellevue WA 98004 -5118 Tel 425.822.6700 Fax 425.828.9116 Principal Architects: Arlan E. Collins Mark L. Woerman, AIA Page 2 RECEIVED CITY OF TUKWILA JUL 1 1 2000 MIT CENTER July 17, 2000 Dave Swanson, P.E. Reid Middleton 728 - 134th Street SW, Suite 200 Everett, WA 98204 Structural Review Fatigue Technology - (D2000 -226) Dear Mr. Swanson: Please review the enclosed plans and documents for structural compliance with the 1997 Uniform Building Code. If you should have any questions, please feel free to contact me at (206)431 -3672. Brenda Holt, Permit Coordinator encl xc: Permit File No. D2000 -226 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206. 431 -3665 August 2, 2000 Sincerely Brenda Holt Permit Coordinator encl City of Tukwila Jeff Jeffers CAN Architecture 777 — 108` Avenue NE, #400 Bellevue, WA 98004 RE: Preliminary Review Comments Fatigue Technology — 401 Andover Park East (D2000 -226) Dear Mr. Jeffers: The Tukwila Planning Division and Public Works Department have completed their review of the application materials you submitted on July 11, 2000. The attached comments and/or corrections must be addressed before we can recommend approval of your permit(s). Please be aware that you will probably receive comments and/or corrections from other City departments, as well. When you re- submit your corrected plans to the Permit Center for further review, your re- submittal must respond to the comments of all City departments at the same time. You will know when you have received the comments of all departments involved with your project, when you receive a "Correction Letter" from the City's Pennit Coordinator. The Permit Center cannot accept your re- submittal until after you have received the Correction Letter reflecting all departmental comments and /or corrections. In the meantime, if you have questions regarding the attached Planning Division comments and /or corrections, please contact Deb Ritter, Assistant Planner, at (206)431 -3670. If you have any questions regarding the attached Public Works Department comments and /or corrections, please contact Mike Cusick, Development Engineer, at (206)433 -0179. If you have other questions regarding the status of your permit application, please contact the Permit Center at (206)431 -3670. do- Xc: Deb Ritter, Assistant Planner Mike Cusick, Development Engineer File No. D2000 -226 Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 Reid iddleton Date: 9 -19 -00 To: Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 File No. 26-00-005 Date Required: Remarks: 5895 Jean Road Lake Oswego, OR 97035 503/534-0265 (Fax 503/534.0266) From: Larry R. Bringhurst cc: Project: Fatigue Technology (Shell) (D2000 -226) Enclosures: No. of Copies Description 1 Final Submittal Letter (Shell), 9 -18 -00 1 DCI Faxed Calculations (Shell) (3 Shts), 9 -18 -00 1 DCI Faxed Response and Calculations (Shell) (6 Shts), 9 -18 -00 1 DCI Response Letter & Structural Calculations (Shell), 8 -21 -00 1 DCI Structural Calculations (Shell), 7 -7 -00 1 Geo Engineers Geotechnical Engineering Services (Shell), 10 -27 -99 1 CNA Envelope Summary (Shell), 7 -5 -00 1 Ea Final Structural Dwgs, S1.1 through S6.3 (Shell), 8 -21 -00 1 Ea Original Struc. Dwgs. Provided by DCI 1 Ea Architectural Drawing Set, 9 -1 -99 1 DCI Faxed Response and Calculations (DEMO), 9 -12 -00 1 DCI Faxed Calculations (DEMO), 9 -12 -00 1 DCI Response Letter and Structural Calculations (DEMO), 8 -15 -00 1 Geo Engineers Geotechnical Engineering Services (DEMO), 10 -27 -99 TRANSMITTAL MEMO Action Requested: ❑ None ® For your Records ❑ For your Signature ❑ For your Review and Return ❑ Other: Reid iddleton Dear Mr. Griffin: September 18, 2000 File No. 26 -00- 005- 020 -01 Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review - Final Submittal Fatigue Technology (Shell) (D2000 -226) We reviewed the proposed project for compliance with the structural provisions of the 1997 Edition of the Uniform Building Code as amended and adopted by the City of Tukwila. The applicant has responded successfully to our comments. Enclosed are the drawings, structural calculations, geotechnical report, and correspondence from the engineer for your records. If you have any questions or require any additional clarification, please call. Sincerely, Reid Middleton, Inc. /2• Larry R. Bringhurst, P.E. Senior Plan Review Engineer Enclosures e: \planreview \tukwi la \00\su020 - f l .doc\lrb cc: Jeff Jeffers CNA Architecture 777 -108` Avenue NE #400 Bellevue, WA 98004 Washington Oregon Alaska Engineers Planners Surveyors Reid Middleton, Inc. 728134th Street SW Suite 200 Everett, WA 98204 Ph: 425141 -3800 Fax: 425 741 -3900 September 5, 2000 Jeff Jeffers C.N.A. Architecture 777 — 108 Avenue NE, #400 Bellevue, WA 98004 RE: Preliminary Review Comments Fatigue Technology — 401 Andover Park East (D2000 -226) Dear Ms. Jeffers: The Tukwila Public Works Department has completed their review of the application materials you submitted on August 15, 2000. The attached comments and/or corrections must be addressed before we can recommend approval of your permit(s). Please be aware that you will probably receive comments and/or corrections from other City departments, as well. When you re- submit your corrected plans to the Permit Center for further review, your re- submittal must respond to the comments of all City departments at the same time. You will know when you have received the comments of all departments involved with your project, when you receive a "Correction Letter" from the City's Permit Coordinator. The Permit Center cannot accept your re- submittal until after you have received the Correction Letter reflecting all departmental comments and/or corrections. In the meantime, if you have questions regarding the attached Public Works Department comments and/or corrections, please contact Mike Cusick, Senior Engineer, at (206)433 -0179. If you have other questions regarding the status of your permit application, please contact the Permit Center at (206)431 -3670. Sincerely city of Tukwila Brenda Holt Permit Coordinator encl xc: Mike Cusick, Senior Engineer File No. D2000 -226 Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206 - 431 -3665 August 7, 2000 Sincerely, Jeff Jeffers C N A Architects 777 — 108th Avenue NE, #400 Bellevue, WA 98004 Dear Mr. Jeffers: h abk Brenda Holt Permit Coordinator encl xc: File No. D2000 -226 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number D2000 -226 Fatigue Technology 401 Andover Park East This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed al the same time and reflected on your drawings. I have enclosed comments from the Building Division, Planning Division and Public Works Department (red -line drawings were sent to you under separate cover). At this time, the Fire Department has no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. ...,- .e.,.:: -. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206-431-3665 FATIGUE TECHNOLOGY, INC. RE: Preliminary Review Comments Fatigue Technology - 401 Andover Park East Application No. D2000 -226 The following are our responses to the correction letter from the City's Permit Coordinator dated August 2, 2000: RECEIVED CITY OF TUKWILA AUG' 1 5 2000 BUILDING DIVISION BD -1 Accessible means of egress shall be provided in the same number as required for exits by UBC Chapter 10. When the exit required by Chapter 10 is not accessible, an area for evacuation assistance shall be provided. Identify the areas on the plan and note or otherwise detail the requirements of UBC Section 1104.2.4 and 1104.2.5. CNA Response: Areas of evacuation assistance located at dock height will be identified by stripping the required area and identifying the area by a sign that states: Area of Evacuation Assistance. In discussion with Bob Benedicto, 8 -9 -2000, these areas are located outside and subject to vandalism. Per our discussion, the two -way communication could be eliminated provided an evacuation plan was established and a key map posted at the main entry to identify the location of all areas of evacuation. Dock height area of evacuation locations are as follows: 1) west of door 113D 2) west of door 112E 3) immediately west of Grid F -16 to accommodate both doors 180A and S4A. Door 135C provides ramp access to grade. Doors S1A and 101A exit to grade. Stair exit 1 Sr 4 at second floor will be provided with areas of evacuation assistance and two way communication to the primary entrance. CORRE TION LTR# The evacuation plan and key map need to be posted prior to issuance of certificate of occupancy. PERMIT CENTER CNA Architecture luc. 777 1011111 NE /400 Bellevue \VA 981)04 -5118 r _f A11C1-11'1'ECTU11E Tel 425.822.0700 Fax 425.828.9110 August 15, 2000 CNA Project No. 1137 Principal Architects: Albin E. Collins ;%lard' h. Il oerrnun, Il. l 4 DQ000 ., Z4, Fatigue Technology, Inc. Page 2 of 7 August 15, 2000 CNA Project No. 1137 Training room 223 and Lunchroom 224 may be combined into a one -room function by opening a folding door partition. With the folding door opened the room, so created, will support an occupant load > 50. Egress access doors must swing in the direction of exit travel when serving an occupant load greater than 50. CNA Response: Door swing for doors 223A and 224A have been revised' to swing out in direction of travel. Smoke & heat vents and skylights are scheduled (on the roof plan) to be installed. The specifications describe the skylights to be installed, but there does not seem to be a reference to the smoke & heat vents. Please clarify the location of the smoke & heat vents to be replaced or installed on the roof plan and specify a smoke & heat vent that will meet the requirements of UBC Standard 15 -7. CNA Response: The roof plan has been updated in its entirely. All existing smoke and vents will be replaced. Additional smoke vents or the existing smoke vents modified to provide the vent area ratio of 1:15 in the area identified as area of high piled combustible storage below. The vent area ratio of 1:75 was calculated for each area bounded by the location of the 4' -0" curtain boards noted as keynote 6 on Sheet A6.2. Section 07720 - Roof Accessories, Item 1.4 quality assurance states that smoke vents to conform to the requirements of UBC Standard 15 -7, Item 2.3.A identifies the manufactured smoke vent unit. BD-4 Exit signs, and exit illumination with emergency power source will be required. Locate on plans and specify both types of fixtures. Note: This lighting must be in place and operational prior to occupancy. CNA Response: Exit signs have been located on Sheets A6.1 and A6.2 Ceiling Plans. A note "Pathway illumination to be provided per 97 UBC 1003.2.9.1 to provide a minimum of 1 footcandle at emergency pathways during occupied times in the appropriate occupancies" has been added to Sheets A6.1 & A6.2. These items will be coordinated with the electrical design /build contractor (SME). BD -2 BD -3 24B1dgDivRev.doc 4 u;n Miatrl,'2 Fatigue Technology, Inc. August 15, 2000 Page 3 of 7 CNA Project No. 1137 PLANNING DIVISION VPD -1 Please return the color and materials board which was approved by the Planning Commission during the March 23, 2000 public hearing. This board will be used during technical review and at the time of the Planning final site inspection. Please note if any substitutions are contemplated in building design, colors or materials or in plant material please notify us immediately. Per TMC 18.60.030(D), no changes shall be made to approved designs without further Planning Commission approval (except that the Director of Community Development is authorized to approve modifications which are deemed to be minor and insignificant and having no impact on the project design). CNA Response: The color and material board are being returned as part of this submittal. The overall design intent has not changed. The metal roof color has been revised (copper color) from the original gray as shown at time of design review. The following condition was stipulated by the Planning Commission during the March 23, 2000 hearing noted above: The applicant must provide a Lighting Plan, showing the placement and types of exterior lighting components. The plan must be approved by the Director of community Development prior to the issuance of a building permit. We are in receipt of Sheet A1.3 Schematic Electrical Site Plan. Please indicate the footprint of the light that will be cast by each lighting fixture on this or another sheet. In addition, please provide specifications and photos for each type of proposed lighting fixture. Upon receipt of these items, they will be submitted to the Director of Community Development for review and comment. 24BIdgDlvRev.doc CNA Response: A lighting plan with the lighting footprint is attached. Also included is the exterior lighting submittal from the electrical design/build contractor. As noted, both up and down lights have been incorporated into the sunscreen to minimize the presence of exterior light fixtures. Section A on A4.6. Pole and wall packs will light the parking industrial portion of this project. 4 4 Fatigue Technology, Inc. Page 4 of 7 p.3 During the March 23, 2000 public sharing, Jeff Jeffers indicated that the trash and recycling areas would be located inside the building. However, Sheet A1.1 locates a dumpster at the southwest corner of the building. Please provide information verifying the location of the trash and recycling areas. For your reference, TMC 18.52.080 requires 2 square feet of trash /recycling area for each 1,000 gross square feet of building area. If located outside, the trash/ recycling area must be enclosed behind an opaque wall or fence. CNA Response: Key note 15, Sheet A1.1 indicates the location of the chip dumpster. This area is located inside the building to protect the metal chips from the weather. The building exterior wall runs along Grid 16 and J.9. A portion of the area bounded between Grids 15 -16, and H.9 -J.9, (approximately 900 SF) will be available as a collection point. This Project has 119,700 GSF of building area and based on TMC 18.52.080, 2 square feet required for each 1000 GSF of building area would require 236 square feet of trash /recycling area. Two hundred and forty square feet of trash /recycling area has been noted on Sheet A2.1. Access from the exterior to this area will be through door 11213, a 12 x 14 overhead door. Clearance height within the building is approximately 26 // feet. 1/1'D -4 Under the Parking Variance for this project (which was approved on February 23, 2000 under File L99 -0081) "at least six carpool spots shall be designated only for carpools and located contiguous and in a location closest to the main employee entrance as taui d over the life spaces of the business." Any Any "Carpool Parking Only" and maul associated signage is subject to the criteria for internal information signs (TMC 19.22) provided to you on July 18th under separate cover. CNA Response: Six car pool stalls have been identified on Sheet A1.1 immediately north of northeast corner of project. Stair 1 has been identified as the primary employee entrance. 2481dgDlvRev.doc August 15, 2000 CNA Project No. 1137 Fatigue Technology, Inc. August 15, 2000 Page 5 of 7 CNA Project No. 1137 AD -5 ViD -6 2413ldgDivRev.doc Under the Parking Variance described in Item 4 above, three other conditions were stipulated (listed below). Please provide a letter describing how and when these conditions will be satisfied. Please contact Maggi Lobov, Tukwila CTR Coordinator at 206 - 431 -3670 with any questions you may have. • A baseline survey shall be done of all employees, using the City's adopted survey used by employers affected by the Commute Trip Reduction ordinance, to determine types and extent of mode choice. This survey shall be repeated yearly to determine the effect of trip reduction efforts (sample copy of survey attached). • An employee shall be appointed Employee Transportation coordinator and develop and administer a Commute Trip Reduction (CTR) program, including coordination with and a yearly report submitted to the City's CTR Coordinator. • All costs associated with survey collection and training to implement these conditions shall be born by the applicant. CNA Response: 1. A summary of the baseline survey is attached as part of this response. 2. Jeanine Crowley has been appointed Employee Transportation coordinator. All permanent and temporary exterior signage will require a sign permit. Please contact Art Pederson, Assistant Planner at 206 - 431 -3684 regarding sign permit requirements. CNA Response: Exterior signage has not been developed at this time but all parties are aware that a signage permit is required before we can proceed with this issue. 4 4 Fatigue Technology, Inc. August 15, 2000 Page 6 of 7 CNA Project No. 1137 PUBLIC WORKS DEPARTMENT PW -1 See plan sheets for redline comments. CNA/Barghausen Response: Redline comments have been addressed. PW -2 The T.I.R. needs to match plan sheet. CNA/Barghausen Response: The T.I.R. and plan sheet have been coordinated. PW -3 The plan set calls out 48" diameter detention pipe. The T.I.R. calls out 36" diameter pipe. Which one is correct? CNA/Barghausen Response: The T.I.R. and plan sheet have been coordinated, 48" diameter is the correct size. PW-4 The office calculations in the T.I.R. don't match the plan set. CNA/Barghausen Response: The T.I.R. and plan sheet have been coordinated PW -5 T.I.R. requires a basin map with areas showing what it tributary to the detention pipe and what is tributary to the water quality system. CNA/Barghausen Response: Basin maps have been provided. PW -6 Provide calculations for oil /water separator / water quality system. CNA/Barghausen Response: Oil /water separator calculations have been provided. PW -7 Provide general City of Tukwila notes for water, storm and sanitary sewer work on the plan set. CNA/Barghausen Response: City of Tukwila notes have been added. 24Bld 4 Fatigue Technology, Inc. August 15, 2000 Page 7 of 7 CNA Project No. 1137 PW - Relocate existing domestic water meter out of the fire protection vault. CNA/Barghausen Response: Building domestic meter has been relocated outside of fire protection vault. END OF RESPONSES Submitt - d b effrey E. Jeffers Principal CNA Architecture, Inc. 24 BldgDivRev.doc September 13, 2000 Jeff Jeffers C.N.A. Architecture 777 —108th Avenue NE, #400 Bellevue, WA 98004 RE: CORRECTION LETTER #2 Development Permit Application Number D2000 -226 Fatigue Technology 401 Andover Park East Dear Mr. Jeffers: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department (red -line drawings were sent under separate cover). At this time, the Building Division, Fire Department and Planning Division have no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, Brenda olt Permit Coordinator encl xc: File No. D2000 -226 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director :tid ..� .. :.; ";;a• �Yw.S�d. "�' :. , .:..t.i�:i4ii.:u.7w.W::u:is Y;..:114un...l.. oa,ra e 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206- 431 -3665 September 21, 2000 Jeff Jeffers C.N.A. Architects 777 — 108th Avenue NE, #400 Bellevue, WA 98004 City of TUlCWIla Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #3 Development Permit Application Number D2000 -226 Fatigue Technology Inc 401 Andover Park East Dear Mr. Jeffers: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, the Building Division, Fire Department and Planning Division have no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted throueh the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, • Steven M. Mullet, Mayor Permit Coordinator encl xc: File No. D2000 -226 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431 -3670 • Fax: 206.431 -3665 • 1. r .. _....r.�H,..uM....l.'J. .....♦ .i..S.s... _.*u COLLINS ARCHITECTURE • PLANNING • INTERIOR DESIGN rn D 777 108TH AVENUE NORTHEAST • SUITE 400 BELLEVUE WASHINGTON • 98004•5118 Z T•425 889 3333 F•425 828 9118 • COLLINSWOERMAN,COM X TRANSMITTAL TO • Bob Benedicto AT • City of Tukwila PHONE • 206,431.3676 FROM • John Bund PROJECT • Fatigue Technology PROJECT NUMBER • 1137.00 NUMBER OF PAGES INCLUDING COVER • Please find enclosed the following drawing sheets for your files: 2 ea. of A2.1 2.2, A4.1.1, A4.1.2, A4.6, T -A2.6, T -A2.7 These sheets represent the current revisions to date for the construction process as the project has proceeded. Areas are generally in keeping with the original submittal and intent. If you have any questions please contact me at your convenience. Thank you, John Bund Architect Voice: 425.889.3336 Cell: 206.919.5840 E - mail: ibund@collinswoerman.com CC • file FACSIMILE DATE • 11 April 2001 ADDRESS • 6200 Southcenter Blvd Tukwila, WA 98188 FACSIMILE • 206.431.3665 REGARDING • Current construction plans This facsimile transmission contains information which may be confidential or privileged. The information is intended to be for the use of the individual or entity named above. If you are not the Intended recipient, please be aware that any disclosure, copying, distribution or use of the contents of this information is prohibited. If you have received this facsimile In error, please notify us by telephone. RECEIVED (;ITY (1F 11 : , " MEMO APR 1 1 200 PERMIT Cs COPIES SENT VIA • FACSIMILE COURIER POST ELECTRONIC COLLINSWOERMAN IS A WASHINGTON CORPORATION.F.Nc•n•, \aun••166 \1177 F•tipu•\rnn,m111410Nr1 010411 upd•I•d pI.n..o•,.b APR -24 -2001 16 11 FROM TubeArt Display I ^ Fax # .'Y�s es Tele 0 S'! P , AVeJ Pages (Z. ) To: 4ogres , brn gl a Sincerely, TUBE ART SIGN 9u SPORTS ALB/rf *MAMMY' Date: Time: RE: TO 4256289116 P.01/02 h of Col fins V0; t ►s « _ ; �wASW 1JGToN rATO UEwS6. 2730 Occidental Ave S., Seattle. WA 98134 206.223.1122 fax 206,223.1123 800,562.285 APR -24 -2001 16 11 FROM TubeArt Display TO REM ST # EXP. :01 : TUBEAD *31iQS 06/30 eaFFECTIVE 'DATE '11/10 • : TUBE-ART.' DISPLAYS • INC ' 2730 OCCIDENTAL AVE S • ' SEATTLE... WA + 87134 425828911.6 /1969 Siynutar 1ssuCd by DEPARTMENT • F LABOR AND INDUSTRIES P.02/02 TOTAL P.02 FILE: APPLICANT: DATE: PLAN REVIEWER: (dac155) City of Tukwila Public Works Department Review Comments D2000 -226 Fatigue Technology / Mu LLC 7/31/00 Contact Mike Cusick t (206) 433 -0179 if you have any questions regarding the following comments. 1) See plan sheets for redline comments. 2) The T.I.R. needs to match plan sheet. 3) The plan set calls out 48" diameter detention pipe. The T.I.R. calls out 36" diameter pipe. Which one is correct? 4) The orifice calculations in the T.I.R. don't match the plan set. 5) T.I.R. requires a basin map with areas showing what is tributary to the detention pipe and what is tributary to the water quality system. 6) Provide calculations for oil /water separator / water quality system. 7) Provide general City of Tukwila notes for water, storm and sanitary sewer work on the plan set. Relocate existing domestic water meter out of the fire protection vault. M T W Th F Sa Su (F) .:e si Drove alone 0 ;Q sw Carpool (2 or more people) (E) ('a •su. Vanpool () Q 04 Motorcycle /Moped (F) s(1 p4 Bus/Transit G (3) ('F) Q 4 Bicycled (F) Q Hsu Walked U s, sw Telecommuted O) Q .0tk Other: U Q Did not work (day off, sick, etc.) Commute Trip Reduction 041484 2. Are you scheduled to begin work at your work location between 6 and 9 a.m.? rte, Yes 0 No 3. Last week, which days were you scheduled to begin work between 0 j Monday 0 Thursday (1.) Tuesday (.) Friday C' Wednesday 0 Saturday 4c. Was last week a typical week for commuting? State of Washington Commute Trip Reduction Program Employee Questionnaire 0 Yes MARKING DIRECTIONS • Use a No. 2 pencil • Fill In the circle completely. • Erase cleanly any marks you wish to change. • Do not make any stray marks on this form. CORRECT MARK oo•o INCORRECT MARKS Please use a No. 2 pencil to complete this questionnaire. Fill in circles completely to indicate your answers. ALL QUESTIONS REFER TO WORK FOR THIS EMPLOYER ONLY. 1. Do you usually work 35 or more hours per week for this employer in a position intended to last 12 months or more? C Yes 0 No Continued on Reverse 6 and 9 a.m.? (Fill in all that apply.) _ Sunday (1) None 4a. Last week, what type of transportation did you use each day to commute TO your usual work location? • Fill in ONLY ONE type of transportation per day. • If you used more than one type, fill in the type used for the LONGEST DISTANCE. • Fill in "Carpool" only if at least one other person age 16 or older is'in the vehicle. For example, driving children to daycare does not count as a carpool. • Fill in "Telecommuted" only if a commute trip was eliminated by working at home, or by working at a Telework Center or at a Satellite Office less than one -half the distance to your usual work location. • If you used a ferry for the longest distance, fill in the type of transportation you took onto the ferry. • If you reported to a different location for this employer. fill in the type of transportation used to get to that location. C No 4b. If you are in a carpool or vanpool, or if you ride a motorcycle, how many people (age 16 or older) are usually in the vehicle, including yourself? One pdrspn 0 Two people 0 Three people 0 Four people Five people _,� Six people t ; Seven or more people 4d. Comments: 5. Do you work five days a week, or do you have an alternative schedule? (Fill in schedule closest to your own.) 0 5 days a week Or Alternative Schedules: (_' 3 days in a week 9 days in 2 weeks .' 4 days in a week Other: 7 days in 2 weeks INN IMO IOW NMI MIN WEI NMI ME INIII INN 1 6a. Do you eliminate a commute trip h• -- rking at home for this employer at least one day .0'y other week? Or, do you work at a telework center or satellite office that Is less than one -half the distance to your usual work location? (Do you telecommute ?) O No (go to question 7a) Q Yes —► 6b. On how many days did you telecommute in the last two weeks? Q 1 day 5 days 0 9 days O 2 days ' 6 days 0 10 days O 3 days CD 7 days O 4 days 0 8 days 6c. Where do you telecommute? O At home O At a satellite office or telework center c) Other: 7a. ONE WAY, how many miles do you commute from home TO your usual work location? • DO NOT use roundtrip or weekly distance. • Include miles for errands or stops made daily on the way to work. • Round off the distance travelled to the nearest mile. • Fill in as shown in the example. • Example: If employee A lives 8 miles from work, she would fill in the circles as indicated. 0 100 or more miles one way 0 '5 8 • 9j 7b. What is this distance based on? Q a measurement (an odometer reading, etc.) O an estimate that you are sure of Q an estimate that you are not sure of Q (5' 0 0 8. What type of job do you do for this employer? (Fill in the response that fits best.) Q Administrative support (clerical, fiscal, receptionist) Q Craft/Production (baker, machinist, plumber, construction, skilled repair) Q Farming, forestry, or fishing Q Labor (machine operator, maintenance, warehouse worker, truck driver) Q Management (supervisor, administrator) Q Sales /Marketing (retail, wholesale, public relations) Q Information /Counter Services (librarian, operator, bank teller, cashier, customer service) Q Personal Services (waiter, concierge, hairdresser) Q Professional Services (doctor /nurse, attorney /paralegal, accountant, insurance examiner) Q Social /Public Services (teacher /trainer, police officer, community outreach, legislator, letter carrier) Q Technical Services (analyst, engineer, scientist, technician) Q Other Job Type: • • •• Please return this survey as ■ ■ • 9. What is your hr code? (Write n, .ers in the boxes and fill in corresponding circles.) 10. (optional) If you currently drive alone for ANY of your commute trips to work, please indicate the most important reasons you drive alone. (Fill in up to three answers.) O Need vehicle for personal errands during the day or before /after work r) Need vehicle to drive children to childcare /school/ activities (.�) Need vehicle for work - related tasks O Have free or discounted parking at or near work O Saves time O Like the flexibility of driving alone O Work hours vary from day -to- day /week -to -week O Bus /transit service not available due to location and /or work hours O No one to share ride O Other: 11. (optional) If the following options were available, how likely would you be to switch to or increase your use of alternative commute modes? If you never drive alone, indicate the options in which you are likely to participate. (Fill in one answer for each option.) a. An employer - provided car for work purposes during work hours Transportation during lunch or breaks for personal errands c. An immediate ride home in case of an emergency (guaranteed ride home) d. A more flexible work schedule to meet carpools, vanpools, the bus; etc. e. A financial incentive (allowance /subsidy) for using non -drive alone modes I. Parking fee for drive alone commuters b. 9. Reserved or discounted parking for carpools and vanpools h. Personalized help arranging a carpool, vanpool or finding bus times and routes i. Secured, covered parking for your bicycle j. Lockers and showers for walking or bicycling k. On -site childcare, banking, dry cleaning or other services I. Compressed work week m. Opportunity to telecommute n. Improved access to transit soon as possible. Thank you Not at all Likely Somewhat Likely Very Likely 000 000 000 000 00 0 00 000 000 000 0 000 000 n ?C36.PFI.5432 Cizy of Tukwila Department of Community Development Steve Lancaster, Director PLANNING DIVISION COMMENTS DATE: July 20, 2000 APPLICANT: CNA Architecture RE: Fatigue Technology D2000 -226 ADDRESS: 401 Andover Park East Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Deb Ritter is the planner assigned to the file and can be reached at 206 - 431 -3663. Steven M. Mullet, Mayor We have received and reviewed your submittal dated July 11, 2000 and have the following comments: 1. Please return the color and materials board which was approved by the Planning Commission during the March 23, 2000 public hearing. This board will be used during technical review and at the time of the Planning final site inspection. Please note: if any substitutions are contemplated in building design. colors or materials or in plant material please notify us immediately. Per TMC 18.60.030(D), no changes shall be made to approved designs without further Planning Commission approval (except that the Director of Community Development is authorized to approve modifications which are deemed to be minor and insignificant and having no impact on the project design). 2. The following condition was stipulated by the Planning Commission during the March 23, 2000 hearing noted above: The applicant must provide a Lighting Plan, showing the placement and types of exterior lighting components. The plan must be approved by the Director of Community Development prior to the issuance of a building permit. We are in receipt of Sheet A1.3 Schematic Electrical Site Plan. Please indicate the footprint of the light that will be cast by each lighting fixture on this or another sheet. In addition, please provide specifications and photos for each type of proposed lighting fixture. Upon receipt of these items, they will be submitted to the Director of Community Development for review and comment. 3. During the March 23, 2000 public hearing, Jeff Jeffers indicated that the trash and recycling areas would be located inside the building. However, Sheet A1.1 locates a dumpster at the southwest corner of the building. Please provide information verifying the location of the trash and recycling areas. For your reference, TMC 18.52.080 requires 2 square feet of trash /recycling area for each 1,000 gross square feet of building area. If located outside, the trash /recycling area must be enclosed behind an opaque wall or fence. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431.3670 • Fax: 206. 431 -3665 Fatigue Technology D2000 -226 July 20, 2000 Page 2 cc: Maggi Lubov, CTR Coordinator Art Pederson, Assistant Planner 4. Under the Parking Variance for this project (which was approved on February 23, 2000 under File L99 -0081) "at least six carpool spots shall be designated only for carpools and located contiguous and in a location closest to the main employee entrance as feasible. These spaces shall be marked "Carpool Parking Only" and maintained over the life of the business." Any associated signage is subject to the criteria for internal information signs (TMC 19.22) provided to you on July 18th under separate cover. 5. Under the Parking Variance described in Item 4 above, three other conditions were stipulated (listed below). Please provide a letter describing how and when these conditions will be satisfied. Please contact Maggi Lubov, Tukwila CTR Coordinator at 206 -431 -3670 with any questions you may have. • A baseline survey shall be done of all employees, using the City's adopted survey used by employers affected by the Commute Trip Reduction ordinance, to determine type and extent of mode choice. This survey shall be repeated yearly to determine the effect of trip reduction efforts (sample copy of survey attached). • An employee shall be appointed Employee Transportation Coordinator and develop and administer a Commute Trip Reduction (CTR) program, including coordination with and a yearly report submitted to the City's CTR Coordinator. • All costs associated with survey collection and training to implement these conditions shall be born by the applicant. 6. All permanent and temporary exterior signage will require a sign permit. Please contact Art Pederson, Assistant Planner at 206 - 431 -3684 regarding sign permit requirements. BUILDING DIVISION REVIEW Date: Project Name: Application #: Plan Reviewer: 1. Accessible means of egress shall be provided in the same number as required for exits by UBC Chapter 10. When the exit required by Chapter 10 is not accessible, an area for evacuation assistance shall be provided. Identify the areas on the plan and note or otherwise detail the requirements of UBC Section1104.2.4 and 1104.25. 2. Training room 223 and Lunchroom 224 may be combined into a one -room function by opening a folding door partition. With the folding door opened the room, so created, will support an occupant load > 50. Egress access doors must swing in the direction of exit travel when serving an occupant load greater than 50. 3. Smoke & heat vents and skylights are scheduled (on the roof plan) to be installed. The specifications describe the skylights to be installed, but there does not seem to be a reference to the smoke & heat vents. Please clarify the location of the smoke & heat vents to be replaced or installed on the roof plan and specify a smoke & heat vent that will meet the requirements of UBC Standard 15 -7. 4. Exit signs, and exit illumination with emergency power source will be required. Locate on plans and specify both types of fixtures. Note: This lighting must be In place and operational prior to occupancy. End / initial review comments. • Page 1 August 2, 2000 Fatigue Technology, Inc. D2000 -226 Bob Benedicto Tukwila Building Division 6300 Southcenter Blvd. Tukwila, WA 98188 206 / 431 -3670 w 0 Wi uJ 9 N w0 g a ? �' 111 uj 0 0 ON 1 !w w LL or _ 0 Z ' 0 0 z FILE: APPLICANT: DATE: PLAN REVIEWER: City of Tukwila Public Works Department Review Comments D2000 -226 Fatigue Technology /Mus LC 8/30/00 Contact Mike Cusick t (206) 433 -0179 if you have any questions regarding the following comments. 1. See plan sheets for redline comments. 2. The T.I.R. needs to match plan sheet. 3. The plan set calls out 48" diameter detention pipe. The T.I.R. calls out 42" diameter pipe. Which one is correct? 4. The orifice calculations in the T.I.R. don't match the plan set. 5. Please show how flow spilter limits flows to oil water separator. 6. Please provide conveyance calculations for proposed storm drain lines. 7. On the Post Developed Conditions Basin Map, please label what is tributary to the water quality system and what is tributary to the detention system. Please return redlines to Tukwila Public Works Department. FILE: APPLICANT: DATE: PLAN REVIEWER: City of Tukwila Public Works Department Review Comments D2000 -226 Fatigue Technology /Must LLC September 21, 2000 Contact Mike Cusick at (206)433 -0179 if you have any questions regarding the following comments. 1. See red line comments on sheet C2 of 5. Water cannot run up hill! July 2, 2002 Jeff Jeffers 777 108th Avenue NE, #400 Bellevue, WA 98004 City of Tukwila Department of Community Development Steve Lancaster, Director RE: Permit Application No. D2000 -226 401 Andover park East Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: • Call the City Of Tukwila Permit Center at (206) 431 -3670 to schedule a progress / final inspection A progress inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to August 20, 2002, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Stefania Spencer Permit Technician Xc: Permit File No. D2000 -226 Bob Benedicto, Building Official 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 Steven M. Mullet, Mayor y. November 6, 2001 Mr. Jeff Jeffers 777 108th Ave. NE, #400 Bellevue, WA 98004 RE: Permit Application No. D2000 -226 401 Andover Park E Dear Permit Holder: City of Tukwila Department of Community Development Steve Lancaster, Director In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: • Call the City Of Tukwila Permit Center at (206) 431 -3670 to schedule a progress / final inspection A progress inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to December 11, 2001, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Stefania Spencer Permit Technician Xc: Permit File No. D2000 -226 Duane Griffin, Building Official Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431 -3670 • Fax: 206-431-3665 February 22, 2002 TO: Laurie Anderson FR: Brenda Holt RE: Refund Please release bond /deposit in the amount of $4,609.00, which was posted for the completion of outstanding items for Public Works. These items have been inspected by the Public Works Department and have received approval. Please make the check payable to Fatigue Technology and I will forward it to him. 1 have enclosed a copy of the receipts for your use. Thank you. City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director , Public Works Director 2. Date 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 Al; . t o Ill 9 x d a A r a { ^p{ ,, AA 'a k a {{ > ®� r ,, •t .{Jl�. ti. 1 .i '/: x k' ...,* ; :eA.. ':+x .ki. + Al .. igIff .a E ri k %, � . ': ' 7 , L : a } N ' , I n . - fP k4 NAME OF DEVELOPMENT: 444 YYY f ; Te tAo(o - IA. L DATE: U 7 Z C0 / DEVELOPMENT ADDRESS: L f d , A,J p .,....- "�ca.✓' K. GL.`f- PERMIT NO.: V A.e0O • .Z 2-Co • CASH ASSIGNMENT NAME: q ,-( -; c...,_ crQ _ 1 o . TEL. NO. ZeDC, - 2. y 6 - to ( , SHALL BE REFUNDED BY MAILING TO: ADDRESS: L0 ( 4 - , j o , M -. r 'ir ?- E (please print) CITY/STATE/ZIP T w► ( Li 1 ($4 / _1 7- DESCRIPTION' OF ITEMS TO COMPLETED (REFERENCE PLANS/DOCUMENTS WHERE ITEMS ARE DESCRIBED): 1) C. O tM ( - I e r ,‘ T- 4-►�+- c.��/ S 1- e,■•�n r c LAJ rte - t y e. ° lo C.... le- -1-e- e- i 417/6/ • 2 C_ — e �L i . • U+:1:4- o.G C. LA.. vv. bPCGL 4. ers °@ ro`oc) ca.G' f " : a„ i : c e. ate e.. Ia b ibs 3) k-+' (1 A ` 15(4;45 As the owner, or authorized agent of the owner, 1 hereby submit cash or cash equivalent in the amount of $ it, 609 ($150% of value to complete work described above) and attach supporting • . documentation for value of work. I will have this work carrled out and call for a final Inspection by this date: ( 7 /.3 / / 0 ( ), or risk having the City use these funds to carry out the work with their own contractor or in -house manpower. If I fail to carry out the work, I hereby auth ;ze the City • • • onto the properly to carry out completion of the above deficiencies. I further agree to co : a , o above prior to requesting inspection and _ release of these funds. SIGNED: TITLE: 0 .r• }.�.n�NM+.•AYw.RIF.wAO • .oW"naj- •Q�m^yI• . ' •• ' .. ..4.o.MRA 2NJR.a.Y.A...Aa. �� '. 'arxN•� fl •,. • bJ.C.r .. - - JUN ,06 '01 12:24PM TUKWILA DCDrPW City Ot t ukwiIa P,2 /2 DEVELOPER'S PRt JECT W REQUEST FORM Y nrp �$ 4Y otter Y rY; YfN! . s. .F�1 • 4 IIR».fJE SIGNED: DEPARTMENT HEAD: - 1 AMOUNT: 0 CASH EQUIVALENT DEPOSITED THIS DATE: -1. 0 MY RECEIPT NO. 0 0 RECEIVED BY: teMEMINO THIS FUND IS AUTHORIZED TO BE ACCEPTED. a :hn ?Y..90, �• i u''S" t ! 71'' ' . 'f•�S 6 0 1'k'r `,e, Yiflt'wx�k• ��dn7,��`"'1, nns•e *.. .,A«.x y.,,.',�, x4, A M, :rti4•R:1f• ya fi �i�a. •x�a.�ed. <� 72 HOUR NOTIFICATION FOR INSPECTION AND RELEASE OF FU S DEVELOPERS REPRESENTATIVE: CHECKED BY: ( & At Lt UTHORIZED BY: !ix n: Av,... nr' S s•e Y'r M , x' 7'4 M' ^• MM�N A �— S. ,,x ci. ><rd[idy ��� If�A <�al' �''�Ri . "ri%'6fL�iY if N r,: xo�,sy ^Y x•. «•xpv J•vxx�wr.,��.xA n• �•r �:• Ttdxstn;a �r ,�Yi�rr�or CASH EQUIVALENT - LETTER AUTHORIZING RELEASE CASH CrrY CHECK NO. Upon completion through Section 2, Finance personnel shall send copies to: . Developer — Finance Department -- Permit Coordinator, DCD _gt<.wn•rar; r++swrwwrFt':^�m+nrw All work Identified in Section 1 of this form has now been completed and returned to department which authorized warranty. I hereby pe ion and release of my.c�a equivalent.. DATE:_ ' 7 — / �' - 0 I have reviewed the above work and found it acceptable and therefore authorize the release of the above cash assignment. AMOUNT: RELEASED THIS DATE: RELEASED BY: Upon completion of entire form, Finance personnel shall send copies to: — Developer — Finance Department — Permit Coordinator, DCD tnre� +s.- artYirYaYnamrn..W *�w+%.;, ., DEPARTMENT: , FINANCE DEPT. 00 Wx N u. wO 2 u. 92 a Z � HO w ~ w D . O N of W w � LL 0 W Z — I O' Z COLLI NS ARCHITECTURE • Pik 19 • INTERIOR IESIGI T 3 777 106TH AVENUE NORTHEAST • SUITE 400 BELLEVUE WASHINGTON • 96004.6116 Z T • 425 669 3333 F • 426 626 9116 • COLLINSWOERMAN.COM June 7, 2001 Greg Villanueva City of Tukwila Public Works Department 6300 Southcenter Boulevard Tukwila, WA 98188 Re: Right To Occupy Fatigue Technology Inc. Building Permit #D2000 - 226 Mr. Villanueva: McCarthy is requested a 'right to occupy' the Fatigue Technology building on June 8, 2001. Fatigue is planning to move into their building on June 9, 2001 and be operational on Monday June 11, 2001. McCarthy is coordinating final inspections with the various disciplines for the week of June 4 With the exception of some exterior work and misc. punchlist items, the project will be completed by June 8, 2001. Due to the fact that not all of the exterior work will be completed, Fatigue has issued a Certified Check, made out to the City of Tukwila to cover both the assessment for Public Works and Department of Community Planning. The utility work that will remain to be completed after June 7, 2001 is as follows: 1) Completion of the irrigation system that is @ 80% today, 2) install new vacuum breakers @ Production side of building, 3) Utility As- Builts. McCarthy is planning to complete the work above no later than June 30, 2001. We are requesting that the city of Tukwila allow until the contractor until July 31, 2001 to complete the work, giving them a 30-day cushion if needed. Sincerely, Collins Woe an Arc • ecture tr.c John Bund Project Architect Attachments: Description of Costs Developers Project Warranty Request Form Copy of Certified Check Copy of Planning Project Warranty Report MenoherslinsuraMtr- of -i.doc Breakdowns are attached. Sincerely McCarthy Fatigue Technology, inc. MTARTHY Greg. Villanueva City of Tukwila Public Works Department 6300 Southcenter Boulevard Tukwila, WA 98188 Reference: Fatigue Technology, Inc. Permit # D2000 - 226 Subject: Cost of Wo* to Complete utimlee & inigatson Actual cost of work to be completed at exterior. Cost $3,073 Tukwila requirement of 150% of the actual value Add 50% $1,536 Total $4,609 Project # 14507 Page: 1 of 2 June 7, 2001 Fatigue Technology, inc. Subject: Cost of work to Complete Utilities & Irrigation MCCARTHY DESCRIPTIOI Cost to complete exterior PROJ. NO,: 144507 PROJECT: FATIGUE TECHNOLOGY, INC. LOCATION: TUKWILA, WA Project # 14507 Page: 2 of 2 BY: Mark Peterson RUN DATE: envoi 8:54 COST CODE 2200 2250 FIELD REQUI TAXIINSUR BUDGET SUBTOTAL DESCRIPTION Complete Irrigation System per Shamrock invoice: work is 80% complete as of June 7, 2001 Complete Misc. Utility Work: Vacuum Breakers (hose bibbs) Production side of Bldg. Utility As- Builts SUBTOTAL ---> REMENTS FIELD SUPPORT PROJECT MANAGER SUPERINTENDENT PROJECT ENGINEER BUILDERS RISK INSURANCE CONTRACTORS FEE B & 0 TAXES SUBTOTAL —> QTY 0 0 0.20 2 0 0 1 0.00% 0.00% 0.48% 4.00% 0.67% UNIT % EA MH MHRS 0 (on subtotal) MH 0 0 0 NA LS LS MH 0 UNIT RATES LABOR 0 0 0 4.00% 0 MATL 0 0 0 0 0.000 14 4.00% 20 MATL SUB 0 0 0 9605 250 0 0 500 0 0 0 0 0 0 0 0 4.00% 0 SUBS LABOR 0 0 0 0 0 0 0 0 0 0 SO 0 0 0 0 0 0 0 $0 $0 MATL 0 0 0 0 0 0 0 0 0 0 $0 0 0 0 0 14 $117 20 $162 $162 SUBS 0 0 0 1,921 500 0 0 500 0 0 $2,921 0 0 0 0 0 0 0 0 $0 $2,921 LABOR BUDGET TOTAL 0.00% TOTAL I TOTAL $0 $0 $1,921 $500 $0 $500 $0 $2,921 50 50 $0 so so $14 $117 $20 5152 $3,073 $3,073 $0 53,073 • Fatigue Technology, Inc. Sincerely McCarthy Deborah Ritter City of Tuk Department of Community Development 6300 Southcenter Boulevard Tukwila, WA 98188 Mark Peterson Project # 14507 Reference: Fatigue Technology, Inc. Permit # D2000 - 226 Summary of Assessment Costs for Protect Warranty Requests Page: 1 of 2 June 7, 2001 Planning Department - Developers Project Warranty Request Valuation @ 150% of value $87,771.00 Utility Department - Developers Project Warranty Request Valuation © 150% of value $4,609.00 Amount of Certified Check $92,380.00 0 • redacted redacted +acct::, :� x e .r ,� ,� . � � ,� Vi a . � � �, � ota:` ... , r 3' � $ V''� � ;r � 1, ;� . rrn�"�+.'��� �� I. ��V moil. •,i�SM' k� ? r "..: ;?�. '. :� .. rr �i�"ti,!i0Z! � �r� •�» �, . .. ' i,�ll.` >i ; 11,1 iitt��' rli . {• ' '. cl Aid . t tZ'e c 4 tO ' ,w + 11'.,. 6t . ! d —• 1 '� , . NAME OF DEVELOPMENT: oaf'; cra_. , i - ttio(o DEVELOPMENT ADDRESS: Lf 0/ v� p- C rC%-✓� -`— as"f'` ' PERMIT NO.: V .ZCCO - .Z %� Cc BY MAILING TO: ADDRESS: qb1 J 0z Jam f. '� Eq, -� (pleasA print) C17Y/STA'T1 =/ZIP "(' - t,� (C ..- • ! w ` � $1 $ DESI;RI OF REMS 768E 4". Tii1PLt = TED (faEFERENCE _I L PU1NS/ OOCUMI NTS W 4ERE ITEMS A R E O ESC R It 3ED j : t� O IM • . 4 - — G«.�vYar.- (. ; e ° .. G — ' 2 C l e - t-c_ lM: u +; :4-4 Were g, — trGGulAw, Iv ` r.ac) u.c..E : a•, � ; cc a 4te e. b; la bs 3) U+E4 1 `-y 41- ?3t4 As the owner, or authorized agent of the owner, I hereby submit cash or cash equivalent in the amount of $ it, <o 0q ($150% of value to complete work described above) and attach supporting ' documentation for value of work.. I will have this work carried out and call for a final inspection by this date: ( 7 /3 / / 01 ), or risk having the City use these funds to carry out the work with their own contractor or in -house manpower. 111 fail to carry out the work, I hereby authorize the City onto the property to carry out completion of the above deficiencies. I further agree to co p \ Ili o f Isteceaabove prior to requesting inspection and release of These funds. SIGNED: 1,- T(TLE: 0 , JUN,06 '01 2:24PM TUKWIL SIGNED: DEPARTMENT HEAD: AMOUNT: CASH 0 CASH EQUIVALENT CitY RECEIPT NO. 'Ro1(7073 ;fain 1.1.i f .a Yw, ;,ir; 1 F'+:1.= �yX+�,i?'' W +`7. ' 'i':i'kKi."':,: :49i.LL:w 72 HOUR NOTIFICATION FOR INSPECTION AND RELEASE OF FU ' S DEVELOPER'S REPRESENTATIVE: >`� 4th' t ar�M,1 f r,��: i�.si.,.�,dw. -4 .p. v; f y,: ; > r '�-,. a. ; . . Y R t � . j r CHECKED BY: C 1 t E0Qf v-00 ' CASH CiTY CHECK NO. /305 A DCD /PW City Ot 1 ukwIIa P. /2 DEVELOPER'S PR( iECT WARRANTY REQUEST FOR I have reviewed the above work and found it acceptable and therefore authorize the release of the above cash assignment. 4I UTHORIZED BY: »+- • =, :T. »,,.... „ <,;, :�. ,:, �;.; � . -� t a,.. • :. .•. . 'I�, r AMOUNT: LLY /d['J� +dwf tu�:b�'t°compre_i y F8•re p.k .o, >.., e�:d o. do ... :rr n • CASH EQUIVALENT - LETTER AUTHORIZING RELEASE RELEASED THIS DATE: Upon completion through Section 2, Finance personnel shall send copies to: .- Developer - Finance Department - Permit Coordinator, DCD RELEASED B - FA.6 C,i0-C K 3 t c. All work identified in Section 1 of this form has now been completed and returned to department which authorized warranty. I hereby pe ion and release of my. cash/cash equivalent., I DATE :,L / " 7 —• / 1 - 0 $ 4 jpoCr•oo DEPARTMENT: 3 Z?. 0'Z "4/._ FINANCE DEPT. Upon completion of entire form, Finance personnel shall send copies to: — Developer — Finance Department — Permit Coordinator, DCD '/ mu* A 04 k 4,oro a5 . MTV' i:':. -: "' 2•' .'�� ': a^t+Tc^��5._._ :`.+' *a P,,...c. .:.".,•... ....r. .r�,F,..a�,. •r, r nu^at�sa a-z +;rta«rNw *ra A .. , redacted A 'S�M ,-, 71,, ss: 7•..,,,,r rtv+ ..- rvnr- ^ +tirr�a........r -.� '^ '''t., : •. ,- i. . __'r' t �... .- i { . • - • x y. ; . r /. 2, ' _. _ . ;. _ ... - 't" '-• J� •[ Y n r ..1 .>t, r+ eTC . . -_�_ - Z . _ ...... �....��.�: ... . ..... .... tr•�. -. r. u 'i"_ - ? . . . l, S._.. NAME OF DEVELOPMENT: roof; fro-- "'rGe24.. t.t.o(o - µ c_ DATE: Tw.+t� 7 ZO01 DEVELOPMENT ADDRESS: lit/ .-u' Cs..pa-" ro—r K. A ct. PERMITNO.: 17 RHO — .Z 7..Co CASH ASSIGNMENT NAME FQ'f', i w- Tcc•L‘►a 1 o' 7 TEL N6. ZoG, - .y 6 —zO (0 . SHALL BE REFUNDED ADDRESS: ,A� `` BY MAILING TO: 1101 � -1"a 0't '- t r-4 Ea s + (please print) CITY/STATFJLIP 7 Z....K w , (q W A$ 171 c / DESCRIPTION OF ITEMS TOSE COMPLUS) (REFERENCE PLANS/DOCUMENTS WHERE ITEMS ARE DESCRISEM t� l Ndl c(0.c ca FKI e! t) LQA....)'k e D f Q , y f 1.,. 3 Gr b z.. 1 a,.J �. E ti JK: x. sue: • h ' _ * - • s 'S 1Zewteve. cb •s F1 �, :n• G ‘M.•o L • T 1 ' O.CC GK- '(e. 4r e+ eC. 1 N , . 6 • trait„ 9 k L iea :c. - .We b A i i t. 5-+ -a(1 ,Medal 7o�ue(z atoo:,e . a "' Y ,, it) f" i C - , , N 6 t: �-�Y• • w.a. re . • l,.-f- c o.,. c.. tnt* a 6141 Pt Fbu A t +O uc.dn • As the owner or authorized agent of the owner, I hereby submit cash or cash equivalent in the amount of ry C U► IK. 47= $ 87 77 / ($150% of value to complete work described above) and attach supporting 1`) Cca +rr • . documentation for value of work. I will have this work canted out and call for a final Inspection by this date: 7e4ac e ( 7 / 31 / 0 1 ), or risk having the City use these funds to carry out the work with their own contractor or in -house manpower. If I fail to carry out the work, I hereby authorize the City to go onto the property to carry out completion of the above deficiencies. I further agree to • • I i ..11 woO- • above prior to requesting inspection and release of lhese funds. SIGNED:i �. TITLE: ( 01 12: 4PM TLIKI•LIL.H ut..uiriv DEVELOPER'S PF, 'IECT WARRANTY REQUEST FORM • 4 i!lSfl wt41 THIS FUND IS A ,THORIZ j) TO BE ACCEPTED. SIGNED: DEPARTMENT HEAD: AMOUNT. C A DA CITY RECEIPT NO. •QQ I l0 g (O RECEIVED BY: IfS1( i ■ .1 : z:7-71 • CASH EQUIVALENT —LETTER AUTHORIZJNG RELEASE CASH CITY CHECK NO. 115% 2— AMOUNT: 81, 1 i I GD • RELEASED THIS DATE: sI IO RELEASED BY '� _ �- V Y • !e ^ INANCE DEPT 72 HOUR NOTIFICATION FOR INSPECTION AND RELEASE OF FUNDS DEVELOPER'S REPRESENTATIVE: 410 .41+4 IECKED BY: r Upon oompietion through Section 2, Finance personnel shail sand copies to: . Developer — Finance Department — Permit Coordinator, DCD ComwA ? +y 1)1evt.,(opwLe..L± All work Identified in Section 1 of this form has now been completed and retumed to department which authorized warranty. I hereby s ection and release of my.cash/cash equivalent.. ZI Ca1( -ATE 7 - lT' - Ol have reviewed the above ork and foundet aoceptabie and therefore authorize the• rel - - e of the • . • ve ca assignment. AUTHORIZED BY: / Ae`v// DEPARTMENT: 411fl'I'L c Upon completion of entire form, FInance personnel shall sand copies to: .. Developer — Finance Department — Permit Coordinator, DCD r lei•.,: . August 3, 2001 TO: Laurie Anderson FR: Brenda Hol RE: Refund (D2000 -226) City of Tukwila Department of Community Development Steve Lancaster, Director Please refund $87,771.00 for the miscellaneous planning department items outlined in the Developer's Project Warranty Form for Fatigue Technology. Please make the check payable to Fatigue Technology, and I will forward it to them. I have enclosed a copy of the receipt for your use. Steve Lancaster, Director Date -3 -01 } Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 4 :170 • fraiS Z,n '4 ; ' (1 - 1 :2:37 7 2777 4 71.rS itt2. '. 1 ''''' Vr ' : 7 : 44 7777. --.1. 4-- , t .* ■." . , tsi. •.;..$ .. , ....1. ,,,,, .,:..nr,'", _A. . - . 1 -•! %,„, ' • iite r - 'i'4. , ''' . ' ..D--;j1.1 : NAME OF DEVELOPMENT: pa -1-; Tec.../.... tA.0/0 . tA. c.__ DATE: Jt..-..A_. 7 Z.00 i DEVELOPMENT ADDRESS: kip/ 4-1A.e) p-c.,-...--e "f le.. -- ci....1 - PERMIT' NO.: *9 AMC - CASH ASSIGNMENT NAME: Faf,` c.--4.- Te. c-6.-LA•0 10 TEL NO- ZOG - zil C. —co le) SHALL BE REFUNDED BY MAILING TO: ADDRESS: 401 ) 4.„J e r,_,....r. - ro.../ , e_.: 6 (please print) . , CITY/STATE/ZIP —rt.....t< ,..J. I c1/4 tAi 74 1 71 715 DESCRIPI1ON OF ITEMS TO BE COMPLETED (REFERENCE k r ! 0.k.eL. ' P.• Sib• ME S RE 1 ,L. .-. • .. i : • 9 r1 CC(�1&& a FAci-ev;of 1.4.4h- e. 3 ) C" 46 - )0E, AI> At *4. $ f ( s • • s S tZetx.Love.. Je-w 4:* 4 Fig- i Foie h 4 o+tal '7) P ‘ IQ-cc /A. Ie... .1-y•c..e +. 4-eee, 5 I I,i - l 6 ' e.. l'ac., 9 iuliaill p i e t.tA:c... -fraWe/ be.....c...L.0..* /6 ] ii4, -1-43.(t Ate 4-oi, i'Pes..u.e15 4.6d 2 )"4 - ry i 0 reLro-ee i C - 0 Qs A)6 (z) - 4 i t - itA0-+-s re.. , ceriac.. tql. a 64J / 14:ti ICt +451 ' " As the owner, or authorized agent of the owner, I hereby submit cash or cash equivalent in the amount of ig eau 14 4 $ 13 7 77 / i ($150% of value to complete work described above) and attach supporting 19 Gaol, . documentation for value of work. I will have this work carried out and call for a final Inspection by this date: 7 e44cv I ( 7 / 31 / 4 1 ), or risk having the City use these funds to carry out the work with their own contractor or r '' in-house manpower. If I fall to carry out the work, I hereby authorize the City to go onto the property to carry out completion of the above deficiencies. I further agree to 1; : -II wo4j; d above prior to requesting inspection and .: release of these funds. SIGNED: MP I ilk.T• >. TITLE: r c--c._ , L , ..--„,... .. • .1..~ .. .1 . 5 4 ' .. 741 .44,11Milittailt THIS FUND IS A THORIZ TO BE ACCEPTED. 1 SIGNED: . ,. 1 DEPARTMENT HEAD: ‘1,- . Ut'_ AMOUNT AMOUNTij771 . i CASH CASH EQUIVALENT DEPOSITED THIS DATE: 0 . CITY RECEIPT NO. "Vol 031 g (0 ‘ RECEIVED BY: --') j ba / 1 Y - di° SOP • ". ..••■•7. •-■ •r• ...on go• , • CASH EQUIVALENT-LETTER AUTHORIZING RELEASE ^ AMOUNT: RELEASED11-1IS DATE: RELEASED BY: , FINANCE DEPT. v • 72 HOUR NOTIFICATION FOR INSPECTION AND RELEASE OF FUNDS DEVELOPER'S REPRESENTATIVE: tow rsoifi , JUN 06 ' 1 24PM TUK LTI_A DCD/PW (MY Ot - I uKwila DEVELOPER'S PR IECT WARRANTY. REQUEST FORM. •••••■•••••r. Upon completion through Section 2, Finance personnel shall send copies to: - Developer - Finance Department — Permit Coordinator, DCD Rog 4IF I V EL".. Itimay All work Identified in Section 1 of this form has now been completed and returned to department which authorized warranty. I hereby s ection and release of my_cashicash equivalent.. ( 7 — (7 — 0/ I have reviewed the above work and found t acceptable and therefore authorize the rel - :e of the . • • ve ca assignment. _41.4Add DEPARTMENT: AUTHORIZED BY: Upon completion of entire form, Finance personnel shall send copies to: - Developer - Finance Department -Permit Coordinator, DCD LAA ■AA,LLAA. e,,je-( 0 p LAA,e.A/1/4.,+ — vk 1 4 nine ._........ . eva...1 ,votroftl)WrAftr"15qtrfsnwrow*MtfloforeViOmtwa , w,t,tor,Esfy.lmvp,smixre-, e^. COLLINS ARCHITECTURE,• I1 16 • IITEI9I11 1E1161 rn 7o 777 108TH AVENUE NORTHEAST • SUITE 400 BELLEVUE WASHINGTON • 98004.5118 Z T • 425 889 3333 F • 425 828 9118 • COLLINSWOERMAN.COM June 7, 2001 Deborah Ritter Associate Planner City of Tukwila Department of Community Development 6300 Southcenter Boulevard Tukwila, WA 98188 Re: Right To Occupy Fatigue Technology Inc. Building Permit #D2000 - 226 Ms. Ritter: McCarthy is requested a 'right to occupy' the Fatigue Technology building on June 8, 2001. Fatigue is planning to move into their building on June 9, 2001 and be operational on Monday June 11, 2001. McCarthy is coordinating final inspections with the various disciplines for the week of June 4 With the exception of some exterior work and misc. punchlist items, the project will be completed by June 8, 2001. Due to the fact that not all of the exterior work will be completed, Fatigue has issued a certified check to cover the assessment for both the Planning Department assessment and for the Utility Department. The exterior work that will remain to be completed after June 8, 2001 is as follows: Installation of the landscape planting material, final cleaning of site and building, remove debris, complete the curbing and one island at the northeast parking lot, misc. striping touch -ups and installation of a few wheel stops on the south side of the building, install flag pole, install bike rack, install picnic benches and tables, replace Maple street tree on Andover East, install Alucabond metal panels above the main entry, install parapet cap at the southeast comer on the building, install entry mats, re -paint concrete panel on the southwest side oh the building, misc. paint touch -ups, misc. exterior caulking. There is also a contingency allowed for items that may be identified in a walk through that are not identified above. A cost breakdown of the noted items is attached to this letter. McCarthy is planning to complete the work above no later than June 30, 2001. We are requesting that the city of Tukwila allow until the contractor until July 31, 2001 to complete the work, giving them a 30-day cushion if needed. Sincerely, Collins rma re --c(-2- John Bund Project Architect Attachments: Description of Costs Developers Project Warranty Request Form Copy of Certified Check Copy of Utility 'Project Warranty Request Form' Menohers/ins uraNRr -of -L d oc Subject: Sincerely McCarth Fatigue Technology, Inc. Deborah Ritter City of Tukwila Department of Community Development 6300 Southcenter Boulevard Tukwila, WA 98188 Reference: Fatigue Technology, Inc. Permit # D2000 - 226 Actual cost of work to be completed at exterior. Cost $58,514 Tukwila requirement of 150% of the actual value Add 50% $29,257 Breakdowns are attached. Mark Peterson Cost of Work to Complete Landscaping, Site Work & Building Skin Total $87,771 Project # 14507 Page: 1 of 3 June 7, 2001 LOCATION: TUKWILA, WA _ ITEM NO DESCRIPTION QTY UNIT MHRS UNIT RATES TABOR MATL SUBS TOTAL LABOR MATL SUB 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Final cleaning @ bldg. Exterior @ 20% d Cleaning budget Landscaping plantings and irrigation per Shamrock invoice: Top soil and plants " Irrigation -with utility assignment Complete Curb/Island @ NE Misc. Striping & Wheel Stops, etc. Remove debris from site & sweep Install Flag Pole Replace Maple Street Tree Install Bike Rack Install Picnic Tables/Benches Install Mtl. panels above main entry Install parapet coping @ SE Install mats @ bldg. Entrys Re -paint concrete panels @ SW Misc. Paint touchups Misc. exterior caulking Contingency for items not listed 0.2 0 1 1 200 1 1 4 1 3 4 1 1 1 1 1 1 1 LF LS LS Hrs EA Hrs Hrs LS LS LS LS LS LS LS 500 45 45 45 250 5 5 5 0 6500 0 0 39638 0 2.5 500 1000 0 500 0 0 2500 1000 500 2000 1200 1175 2500 0 0 0 0 0 0 0 0 500 180 0 135 180 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 250 20 0 15 20 0 0 0 0 0 0 0 0 1,300 0 0 39,638 0 500 500 1,000 0 500 0 0 2,500 1,000 500 2,000 1,200 1,175 2,500 $0 $1,300 $0 $0 $39,638 $0 $500 $500 81,750 $200 $500 $150 8200 $2,500 81,000 $500 $2,000 $1,200 $1,175 $2,500 SUBTOTAL --> MH 0 8995 8305 854,313 855,613 FIELD REQUIREMENTS TAX/INSUR FIELD SUPPORT PROJECT MANAGER SUPERINTENDENT PROJECT ENGINEER BUILDERS RISK 0.00% 0.00% (on subtotal) MH NA 0 0 0 0 0 0 0 0 0 0.000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 0 0 0 0 0 $0 $0 $0 $0 $0 $0 INSURANCE 0.48% LS 0 267 0 0 267 0 $267 CONTRACTORS FEE 4.00% 4.00% 4.00% 4.00% $2,235 0 $2,235 B & 0 TAXES 0.67% LS 0 389 0 0 389 0 $389 SUBTOTAL —> MH 0 80 $2,901 $0 82,901 BUDGET SUBTOTAL LABOR MATL SUBS $995 83,206 854,313 $58,514 BUDGET TOTAL 0.00% 858,514 $0 TOTAL ' $58,514 Fatigue Technology, Inc. Subject: Cost of Work to Complete Landscaping, Site Work & Building Skin MCCA RTHY DESCRIPTIOI Cost to complete exterior PROJ. NO,: 144507 PROJECT: FATIGUE TECHNOLOGY, INC. Project # 14507 Page: 2 of 3 BY: Mark Peterson RUN DATE: 871019:00 0 N u. Q' N a W . Z � n p ON _ Vi • LL O 'I • Z; w ; N : 0 F.– Z:.. Fatigue Technology, Inc. Deborah Ritter City of Tukwila Department of Community Development 6300 Southcenter Boulevard TUI(Wila, WA 98188 Subject: Summary of Assessment Costs for Project Warranty Requests Project # 14507 Page: 1 of 2 June 7, 2001 Planning Department - Developers Project Warranty Request Valuation @ 150% of value $87,771.00 Utility Department - Developers Project Warranty Request Valuation © 150% of value $4,609.00 Amount of Certified Check ;92,380.00 Ili WI 1=t Oi • w Z! z • redacted COMPRESSION TEST RESULTS SAMPLE I.D. SIZE AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LBS. PSI 14X. 12 Mr, z} Z•I',o1 115V/0 4 40 SO IA ...... LisaZ/ Z •Litor , /SbslD 5s NO J -- J z 5. Z 1. Z, 28 01 • /9.19 VC 542 zo J vk -' ` k K� • s c.c. rti SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NEO CAP OTHER IN ACCORDANCE WITH: ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM C -31 C -143 E f C-1722( C -231 V C- 10645( C -39 l° C -1231 of 0 Yr TIME, TEMP. & DATE MIXING j DESIGN r SAMPLE WEATHER 9;00 ireicyg '/•3 / • 01 PLANT P 3 STRENGTH F yte'c TYPE Ct12/k - c.40r F7 q OO As, PROPORTIONS: CEMENT C'SE AGG. FINE AGG. WATER ADDED AD ADM ADMIXTURE ADMIT / LGG FINE AGG. WATER ADDED ADM XTME ADM XTURE ADMI T4RE yen / i3 t3 — -- t6 a /6 e•L' / TYPE OF CEMENT L .l2 CONC. TEMP. les SLUMP 6 ins. AIR Z..5 % QUANTITY (351 Ct f1 OF /Cu. Yd. TRUCK 1 $ TICKET* .3 71 O j SUPER PLASTICIZED SLUMP OVA MIX N P(4 OO P POUR LOCATION AND NOTES: DATE RECEIVED: oh eh 5;14 F- Len e, P/6. c Ci► -tch li- 0 ,,,1 L C, + NO (1, FC"L J Goick A►A • t C,Z 'F�r(.)'A, 1 a .1 1 Co 'I✓ b b, A -* C,4 4 3 M.. \ 5.3 4 (' r v\no -vv1,e , O 1OG. J' F K W -- P -- \ - c 1� 1 cry f 0, • i 5' �' Cori:14_4^ 64- Nato N nCm � , _ 1 a ce . b - s v�P .M, I I f ., '., P ; . ib. - - EQUIPMENT IDENTIFICATION AND S/N #: i \b rpno •e.f 50,, 14A,,, (`)'� "" r. ) COPIES TO: 1 MAILED: 1 DATE: INSP CTOR: DATE: � / %� %� %� �� �. % /� / A Q 11 � lI p OWNER % / i FIELD - / � N /` �/� f ,/,;,.."..„/„„,, NCON .. . N0 FOR / // ' : f / 4AM'o / . / `� ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER CACT: DATE: /� _ 'This report is provided for the information of the client only. The reproduction of this report, by any method. and its transmittal to a third party, by any means, except in lull. without the lull permission of Professional Service Industries, Inc., Is prohibited.' 'This NAME ON OFF ST OT MILES certification attests to the accuracy of the results obtained from the actual lest performed and/or observations 0 n made within the defined scope of the work. Certification shall not be construed to represent In Inspection, approval or MAR 0 2 7 001 TOTAL HOURS r irinInformation r' ?"o Build On Engbn«►alg • confer • Tinting SEATTLE DIVISION EASTSIDF I IIVISION TACOMA DIVISION (206) 282-0666 FAX (206) 282.0710 (423) 485 -4244 FAX (425) 485 -1611 (253) 589.1804 FAX (253)589-2136 PORTLAND DIVISION CR 12 1503) 254.8418 FAX (503) 252.5608 (360t 297.8821 FAX (3601297.8828 acceptance of other associated work or a warranty of design or workability oI the specification requirements.' p p, ` �^ C OIVIIYIUN D 1 Certified Report by Professional Service Industries Date TS -98.1 Rp'+w:Jkv,lne4?s'•55W;znrg� ,4:Y,Nky+.M!i??.kY Mitn1 SPOKANE DIVISION (5091535.357) FAX (5091535.1267 FEB OE NS-- -ISION L i ix 6u V .1 J w 0 : H w uj D p O O I- w w, o . a; co 0 I- H =' Z ~.j Information Engk',frsg • T Consul Build ,, SEATTLE DIVISION EASTSIDE DIVISION (206) 282.0666 FAX (206 282.0710 (425) 485 -4244 FAX (425)485-4611 TACOMA DIVISION (253)589.1804 FAX (253)589.2136 FIELD REPORT PORTLAND DIVISION (503) 254.8418 FAX (503) 252.5608 FR 105 3., SPOKANE DIVISION (509)535-3571 FAX (509) 535.1267 PENINSULA DIVISION (360) 297.8821 FAX (360) 297.8828 /.b eoX 88909' 3c.� 48 38 - z9a9 270044- Y /4, 7 c:c> PROJECT NO.'";;;; ;rte (,,, .PERMIT NO" jj CITY///'/ ENGINEER//;)" /. ; ,,:,/ Af3CHITECT» / CONTRACTOR P;OJA D9RESS 7. z - 'O (/ DATE•z zg Ze 4,72e - zxy W.O. T<Cwide.e..4 f w.t Gam/ So acceptance of other associated work or a warranty of design or workability of the specification requirements' c c M q H N T /`�`� __ 70 E V/ 4 P NI A I~ T •' w• S"' Date Certified Report by Professional Service Industries 7 ^ i 4WlMI. b^ RY? 4F�' r! R' �1::+ crgBrMU�. mtAM,,,') v�Ynatr�x+: le�tnt�+ nr,«•.> r.^ en'* r., i'. T'. �x? r°.!.^: P'.+ S"- M9j: rrae, nwxy�.; 1�9LL3*';, oY�9:7 """w•!„m,�e�cra'r+vn.e��. t* a* s3! x�n," r, r+ wmtrruwnr, nwnriayr :�c- r5 +r?H{'$�:F+� 'P14 rt D S w J W o 2 � u. < I- W I- O Z w w O- I- ' w uj r. IL Z '' 0 I" z 4 4-9 , ' 4? IF 7'E4 n it/ q ,-: - 77..z !> •g.94. ,,,-7 rArl- .4redan/ /, 77 4 1 J 1 4i G. "i'As., le ' /,4./, /Ees 7 A./ S YS T t.[S i4//.� 7"Ac te= TJ.4.4L 4 ) <L.O�.tJI. _ J01./_ /?5 nt. r...) /44/.3 77.*4-€:-.e.- G.1 'COX .:.cs 77 ,,...,.. i YE,0 ,6, /, dT•li 3 e) Ro• / ..C/ se,:i . /Vb6. li.E.ze .13.0l6tcG 70 . /1474 1. .0 /•r4I4=7ZeZ / 470 ✓ ei .''c- ,42/..r.rslt7 .L i3 eye- T Ls., Teo Per✓ so:/s r ' /V .7 - v ""- / s - Z Grr' /�s� = /a•--rZ e.0 p•.e4,4G T/r. eGGA +mod Ys.., of-S0..ers _ – sc•%QB.D i - ?E'T.olic .SKI./ -Ca ��.,zT' co .2,4A...0 .. 7 /¢ 1, i -/S `? C . o s !7 rf,./v -4 ,. 4'i¢.vTifrce'r• .8eeleA✓ /, Z.∎ 7 /S r . 3 ..11JZ 0 lSd 101/4aC �e /aX Tr) is7V _omit •ai' /Y, L E41.: r' 0.S c' .. 5 -1Z tecc., .444G B£'/ /ylrseme /,.. n,, d,. ,/1. 7S d l P e. ll4- pL..0AL) .4,./'D l'F'id.11., s 2 rFT /�./c3 A3 iCCedeY.•LS F / Goa ve.Tee=w,N .47 eo r/r:. rLm 3, m/.ss e .4• V 1 s"-/4- Z E.ri/ a 2c=0, ,O�Jcsb Zo /s .'•' • 3 .2 in.-.ru :_..rr ci/A-dC s G 0c3 y/ , cP•Zu/a. 2 /36 . 3 B / .s – f / , 3e.'s 4. " 9 Pot W F Go v v 710 ) e VO F 7 3t Gce'; ) r0 rr AC AZ y 9/3 s' e / EQUIPMENT IDENTIFICATION AND S /N #: COPIES TO: 1 MAILED: 1 INSPECTOR: a !DATE: kr i : //.! ' / . M/ /� / ITEMS; INSP „ „ ECTTD , jT ; /" /, APpRoV. ; P,CA, S�' p ' %�' %!r / / / / /. % / / ' � •; 1 11' 1 ” N %�/ ; ;,�� 9 1///”. 7 1 ,�j�. � ' /// 111 .;�Of1CO/NF9Rl�Mlljli ��,,, i / /i • [ / / /�, / / �,. — OWNER ENGINEER ARCHITECT — IV CONTRACTOR BUILDING DEP SUPPLIER _ FIELD ONT �� / r\‘ ". DATE: 'This report is provided for the information of the client only. The reproduction of this report, by any method, and i transmittal to a third party, by any means, except In full, without the full permission 01 Professional Service Industrie Inc., is prohibited.' 'This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or i � - { w • „ r._J_I'i, I' ON OFF ST OT MILES cdj7 i — l,' ' a 1 h1 1` (' (Jul TOTAL HOURS ~.j Information Engk',frsg • T Consul Build ,, SEATTLE DIVISION EASTSIDE DIVISION (206) 282.0666 FAX (206 282.0710 (425) 485 -4244 FAX (425)485-4611 TACOMA DIVISION (253)589.1804 FAX (253)589.2136 FIELD REPORT PORTLAND DIVISION (503) 254.8418 FAX (503) 252.5608 FR 105 3., SPOKANE DIVISION (509)535-3571 FAX (509) 535.1267 PENINSULA DIVISION (360) 297.8821 FAX (360) 297.8828 /.b eoX 88909' 3c.� 48 38 - z9a9 270044- Y /4, 7 c:c> PROJECT NO.'";;;; ;rte (,,, .PERMIT NO" jj CITY///'/ ENGINEER//;)" /. ; ,,:,/ Af3CHITECT» / CONTRACTOR P;OJA D9RESS 7. z - 'O (/ DATE•z zg Ze 4,72e - zxy W.O. T<Cwide.e..4 f w.t Gam/ So acceptance of other associated work or a warranty of design or workability of the specification requirements' c c M q H N T /`�`� __ 70 E V/ 4 P NI A I~ T •' w• S"' Date Certified Report by Professional Service Industries 7 ^ i 4WlMI. b^ RY? 4F�' r! R' �1::+ crgBrMU�. mtAM,,,') v�Ynatr�x+: le�tnt�+ nr,«•.> r.^ en'* r., i'. T'. �x? r°.!.^: P'.+ S"- M9j: rrae, nwxy�.; 1�9LL3*';, oY�9:7 """w•!„m,�e�cra'r+vn.e��. t* a* s3! x�n," r, r+ wmtrruwnr, nwnriayr :�c- r5 +r?H{'$�:F+� 'P14 rt D S w J W o 2 � u. < I- W I- O Z w w O- I- ' w uj r. IL Z '' 0 I" z fi IE // % Fill /.,.7 w r.-,-: ,,✓v4.' /•mac . PROJECT NO:'/ ,'2 -.xis,/ DATE ,2 .et ,2.9-/ po �� s r ��5% � re� PE j PZ. C CT V % /, j/ /% fENGINEERj //i ARCHIT CT /� CQNTRI�CT A' ' . . g O g RESS - Zz,c. w.o. 41 7�' 7/ /� / / / ,�% / , jj / .ye ; < <�� ?"81 3k - zga 9 4 sla /A 4 4 s../ 4- 3 . 2 IS c % ? f i r / . 7 S / 1 Li A< / C. 27_ J t ..colm' c.-s .4 4 - , 2 F 'e».Z ,Zal•C: / / / / Al V /../ p �� >I4 5/ G n� .: i.' /.s/ GG c4) .5cit. -n.c.F , A'4.4 r4, 5/ /r/Zak,... /, / - /�, / Off:r4 /• S.)rt 2 3 . ..r .4 x 77, I _ Ic 4 r s©�e 7 v ,e ief _ .,akr'ali7 Information £� �' To Build • Con rooting SEATTLE DIVISION EASTSIDE DIVISION (206) 282.0666 FAX (206) 282.0710 (425) 485 -1244 FAX (425) 485.4611 TACOMA DIVISION (253) 589.1804 FAX (253)589.2136 FIELD REPORT acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries rs . s13 t �L'•,3Ref - � r+!sowt'rA PORTLAND DIVISION 15031 254-8418 FAX 1503) 252-5608 FR IC.:'5 r SPOKANE DIVISION 15091535.3571 FAX (509) 535.1267 (360) 297.8821 FAX (360) 297. 882 Dale PENINSULA DIVISION A-3 .Rc0 v.t 2 y S/ nor T. a.C3.s a yr s 7 c , c/ '0rJL STXcl G41ZZ. Za /07A,0E' .aele7,2 TV •_ ✓ Ana /f/'/.41 _ / d» /..JO OR3 rA'Yc,U B.��/ ..'yJ.46io ..0...A/ /7 __/,/,‘i✓_ 1/ /ScJ.44 ..,r�_ ■Q T /Jts.s Co.v .e G4.4 7.•.) AP.a.¢a VE4.7 P .L.q,es fJ-* T.9 /< .3 v•• R ,c/ , I 2/.,3 - / L 9€:..4-7 4445 ■4.3 4e .Foe,e '-'.Ls . 9, , 1 . Se -0..e:& iTET.44 c S.5, / : 2 2. i4 ' /. / - /': / 2 .c ;= ■ZDF 3 . 2 IS c % ? f i r / . 7 S / 1 Li A< / C. 27_ J t ..colm' c.-s .4 4 - , 2 F 'e».Z ,Zal•C: TRv-1:s 7 4, it f2 .4 f.41 i /. / - / S .i20oF F1: - (/ - _.g^:b .15,2".1e. "a? <v,e,vvrd..) /,./...1.4 2. lam, / F.''c,.4.4 - .4 , S• /zz--,3F s..:r - /I,iA4A/.vGi• .2E7--,d/4. .s 4,:t 2 .¢- ,c. ..) , / . / l s - J O(# L _ i.' /.s/ GG c4) .5cit. -n.c.F , A'4.4 r4, 5/ /r/Zak,... /, / - /�, / Off:r4 /• S.)rt 2 3 . ,Qcx' zlJi ✓.Sl/CG7toi✓ P1. .4 TX ri• .41 /�/s / Rae Etc'I,, / . w / R a / = A 77 4 04 ' ' I I c 7'./ r4, ' - /./ - /e/. / /4 .2. ..1,9i` - lc .. / m .Ziv,L dsl.2 ©eria. 7, C.n !d 4 e4.6. GnA/A/e'c -r /oi✓ egc4- / lS:1 . / d4 . q /. / - /4/ , / . c .¢r Z / . EQUIPMENT IDENTIFICATION AND S/■#: COPIES TO: i MAILED: 1 INSPECTOR: 1 .L DATE: :M / igW . i00 17,tEMS- NSETCTADi /, /, / / / / /, / /> i/. / i / �. ;� C f 0111 4 //% ' ,. ,. ;� /�� //.. / j //, ►: ON • CT: DATE: OWNER ENGINEER ARCHITECT - CONTRACTOR /C BUILDING DEPT. SUPPLIER �- - Ibis report is provided for the Information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except In lull, without the full permission of Professional Service Industries, Inc., is prohibited.' 'This NAM ON OFF ST OT MILES tVe41.,o1j /`'411 y7-)/ ,72 j^, 3 ; 3.") 8 / certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or TOTAL HOURS .,akr'ali7 Information £� �' To Build • Con rooting SEATTLE DIVISION EASTSIDE DIVISION (206) 282.0666 FAX (206) 282.0710 (425) 485 -1244 FAX (425) 485.4611 TACOMA DIVISION (253) 589.1804 FAX (253)589.2136 FIELD REPORT acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries rs . s13 t �L'•,3Ref - � r+!sowt'rA PORTLAND DIVISION 15031 254-8418 FAX 1503) 252-5608 FR IC.:'5 r SPOKANE DIVISION 15091535.3571 FAX (509) 535.1267 (360) 297.8821 FAX (360) 297. 882 Dale PENINSULA DIVISION DCIENGINEERS D'AMATO CONVERSANO INC. DATE: February 12, 2001 JOB #: 99224 (600) TO: Jim Ceicko @ McCarthy FAX #: 206- 394 -2397 CC: John Bund @ Collins /Woerman 425 -828 -9116 FROM: Doug Beck PROJECT: Fati : e Technolo NO. OF PAGES (Including Cover Page): Jim, (c, The following are DCI's responses to issues raised during our teleph conversation today: FAXED fax memo MIMES 1Y er 1 1. You requested to frame the north side skin support in an alternate manner, similar to the skin framing occurring along grid A. This will eliminate the need for the additional,TS columns from the first floor to the second floor as well as the need for the horizontal TS at the top of the window at the first floor. Reference the enclosed, modified skin support framing at the north end of the building (pages 1 -6). 2. The shop drawings for the north side skin support indicate that there are (2) horizontal TS for the window support (at approximately the 25 -foot elevation). Only one horizontal TS is required at this location. The glazing shall frame into that horizontal TS from both above and below so that the horizontal TS resists the out -of -plane wind /seismic forces. Reference the enclosed, modified skin support framing at the north end of the building (pages 1 -6). 3. The bowstring truss at grid 14 does not have a tail (@ grid A.9). However, this truss needs to receive the deck from the north side. Reference the enclosed sketch, SSK -23, indicating framing requirements at that location. 4. Reference sketch #1, enclosed, which you sent to me today. I understand that all of the light gage steel is 16 gauge x 3 -1/2 inches wide. The two 16- gage tracks are connected together with (2) #12 screws @ 16" o.c. The studs are connected to the tracks with (1) #12 screw T &B, typ. The continuous channel spanning between TS sunscreen supports is connected to the TS with (3) #12 screws. Since the window framing connects into the bottom of the light gage framing, 1/2" CDX plywood shall be applied to the front and back of the framing and shall be connected to the bottom track with #12 screws @ 2" o.c. and #12 screws @ 6" o.c. for the full length of the studs. Reference the attached marked -up sketch, sketch #1. In lieu of providing 1/2" CDX on the back side of the light gage framing, the contractor may provide a 16 gage x 1- inch wide strap (x 12- inches long) at each of the discontinuous studs. The 2821 NORTHUP WAY • SUITE 200 • BELLEVUE, WA 98004 • PHONE (425) 827 -2238 • FAX: (425) 827 -8986 . s« 04iffrIPPO MMIWVItffiY+nmwa'vU awa, tt ^re r .s -an rm +rr. arrevewr. r . . mrt P• * r P* 'N tMyiq�ll n fax m em o Page 2 strap should be connected with (3) #12 screws above and below the break in each stud (six #12 screws at each strap at each stud). 5. Reference sketch #2, enclosed, which you sent me today. A kicker is required @ 48" o.c. as indicated in the sketch. I have provided additional connection requirements for the kicker and the 16 gage continuous track. Reference the attached marked -up sketch, sketch #2. 6. The light gage framing along grid A from grid 2.8 to —1.1 (second floor level) requires different bracing than that along the grid line A from 2.8 to 14. Reference the attached sketches, detail "A" and detail "B ", for framing requirements. Please call if you have any questions. Thank you. Iliueer we r `ems eel 111 111111111111 1'.911111x111!76 . 111. 1 111111111fn-=-- _ - - Pr �Q! !B1 RAPP B 1 94'-3' . ROOF TRW 15. 8'4' RRST F11�OR - -- ROOFFR1 - - - - - -- !D R OM INS 5 n 5E N /4419 FOR E,EYAT W OFMLLI6RDB CH) (c) (6) • SE i - T 1 TRUSS O R-21 RIGID INSULATION TYPE 4A, R •Z BLANKET INEU...110N PV SPINDLE TYPE MOORS O PRE -CAST CONCRETE SILL TYPE 3, R -10 RI6110 INSLLAT1GN ® 5TEP THai LADDER FETAL GUARD RAIL, TYPE AS NOTED ® BREAK FETAL SHAPE • FETAL FLAME/ ® ewe RAC RUNWAY RAIL NIC . • CONCRETE FOOTING ® EXTERIOR CONCRETE WALK REvEA., TYP TM NU /S. 4 AL (~ 4® AL 3/ ' B. • PT-ae ear Of WWGN GG Zi J6- SutppLl , 5 y s R PErA = YORE: h .--J' te a. VARIES DOT OF 1R P a.,n�• a•o TOP OP E c. I diJ D C I .ENGINEERS D'AMATO CONVERSANO INC. Project No. Q 3s9 Sheet No, A i, A Project F F- - r - r 6 u 6 S it--,4 C u P RA 1.1 Date 12.. Al /ie. Subject. 1 / rye> IE / yep res Ls4 s !DE' TS Cot- HEN 4Sxxs4 x/o' -0 *A- s-DFOF CsNc1G- F►T T ftoG C-E'S To U 3" µ it.) •vr) 7 rpp • 0442) Q N1 A-1 N7:4 -rN Nti N 1 /4 G ir' - 117 - 101J 1/6-724 TS S77e1 06 1 V T ,2..usS - "r" ��C►L � R pL-c4/ J ( irifP coNc oN fTL lava- 4 CON ) PER P i. 7\1 tr&MO5T4i149 Mey,ft ,2 11.A .b FrCx l C44J P rz. pi. Too C* j - soW S? ez aer TR-u 9 s p f[a}NS' Ts per, Sze/DA/ oL,0 - 571 CO L) Peg. DCI'ENGINEERS II D'AMATO CONVERSANO INC. Project No. / t Project /-4116 or Subject Sheet No. • µ Dr B Date 2 /4 le By Locfrro,-7 8F CMAfiNEG t i*Z. Srcvo PA p !F_ . -N Rrp 5r uer 4' $4 -e0} ,T4065' ,t04 /NR) 1Jo r Cl own), DECK TO 0 Garr a { &e+4 GE o wsS ?Gt. 44. • WELD 7.4 WD t Vid, 1 /F" x 3` U&zp 5 .4.9sx5716 $2ko� e i 6 . r �y 0x (v. ez -n TO o u. , SS uv !✓EzD ra itJa V PE Pe - TAIL . % a Pat A2F 9e'1 A t sr-oo GRftr+ Oa 4 co- ,v►.rFCx-,o�s t3y o rris - A.s , T'i rrf e4 Pit> OP An7FLC 8Q4Ct lL Gc,A -Z ,.6 C 4 NFC r)oas ak eerHrizs 5X Sit 56Goer 7 ¢1 FF ;u g . e6.`-0 rn eonac 9 tO/ 41L616 BRkc 1 /y" Lunt) 73DT- Sines W �4 Z � LU 2 31 D p 3 N( i0 1- ,W —o w� P ,o DCI ENGINEERS D'AMATO CONVERSANO INC. Project No. atd — t i -211 Project , S 7 Subject Sheet No.. G By T a ts .... PEEL. E? EA/ C "4- '")( ' 57 / X o' 4 kb� -z 7Y Fe=e 'a2 PL # r (o N ER- t) TAP p no ZTDe erg Ts a1s cow !J_ �4- vovii6c,F'To 0441k Wit- W/ 6.) fro 0+207 1 X G efrt c a w) if -r 4_T! N /—•l W iftx-s/ 1' c AV" f g l w *4c. R E7 1r-' ? DCFENGINEERS D'AMATO CONVERSANO INC. Project No, acL i /-- 319 Project �►4-n Gig . S k «l Subject t 'r Shee No: Date /Q 4 By Project Name: ��t -TiGV� DCI-ENGINEERS D'AMATO CONVERSANO INC. 2821 Northup Way, Suite 200 Bellevue, WA 98004 Phone: (425) 827 -2238 Fax: (425) 827 -8986 D C1) . Nod' stte-u»J p czihe rT) . A9- `() Y x /cc srDe- x 6 0" 6 -8 ' t NT/1- .) 1.14:0 ,DP c-ffergx) drr 5772aN6 TQUSs Project*: ?422 ) Sketch it Ss 23 Date: / 2 /2 /O/ Field Sketch: c 1-1 .W&r Fie/ftiNG, as 7-puss C� 612,0 /f C (d r4 `T, SENT BY: MCCARTHY, INC.; 206 3942397; .' n ' A M A T O C O N V E R S A N O (N . • Project Subject /Z Se pi, Y+ . Iz esre &2 ,N .�. CONNECTIONS PER 20/523 t BEAU VAR PER AR NGE BEAM SFI:CE t N / s3r12 WHSE RUMS) (C1R SPUC6 ON or L5 ■6 : a CONUNUOUS EDGE Dk ANGts e NE1D SACS+ SPUC /. METAL DEEK k NECTION PER PLAN -v ROOF JOIST AT WI • FEB- 12-2001 1156 D Ere 206 394 2397 FEB-12 '11 :56AM; PAGE 3/3 Pmject No. Sheet No. yo C+ISJ PER PLAN TOP CNORD EXTENSION WIOE FLANGE BEAU PER PLAN TUBE STEr7.. C.NO PER 5/S2.3 SCALE I' =1' -0' Date By IM /2, CDX (4) X 12 Scwg @ b "o .c. riz611Z ei9c -ec *rap . S Pr& Pc yut ob VVric. y -- ea/"JOINT PO - 477 OF= Llcf• F,e4'!d1 /1i • 96% eptsc• f S. ctiANAoL I cnn■Ncc_ — Berwee") T Ltas L .,Rt .0: s 1 b GNNN/Vac - P. 03 FEB • 12- 1: 56AM; SENT BY: MCCARTHY, INC.; ,• Subject rr� l Gm - •"\1z' s Tits 5 FEB -12 -2001 11:56 S uNc�� cep 16 206 394 2397; 206 394 2397 VY META.51lp5 WTrP:4R-0 MAl0.Z !L°1(.ATION 6ALVN R 7 =A VW DoT MT PIL 96 PAGE 2/3 Tr1rt t P PI P. 02 L u ce:1 A,+GIi ; k GENERAL ANu"L TCn WT 2EA+M PER TOP CI -MC DTENSICN ARCM L5c5K /1 r SAM AR To FAN JCL$T DOSING TNL CONCRETE r 1 OVYSJ AT Dos] iE w 0 : u) >> d W ' F_ Wi t ) o :1 4! Z 3 CI ' DCI.ENGINEERS D'AMATO CONVERSANO INC. Project No. 4,)4 V /60) Sheet No. c '^ Project Date 2 , / Subject S ties N csi_A. /J 9 G 0-0 „ h 1-- BT -A) 6/ 2,6 c, /.) B 'n �" 7g o- pRA- ,li/t46, a REP ariudcr ? k-cH Gs Fe R 10F0 /JOT SHO &OA] T5 ctrx N. - 1D pl 0(> 4 t rte- ?f e > - rs rY •% 061A- ) Ti N aoos' PIVAS t4 rrt c- S ry .D ¢' C.oitiNt7?-77oAl s 8 ( T 8 X c s %y (/04- /;.) co-0 31 !J u D-JS , ✓/) 61 .-* - 7/K3G 4 orliMS rTAlL L ,q Ts tfiYx "/ a:s - 3 r 1P DCI.ENGINEERS E D'AMATO CONVERSANO INC. Project No. gg2 ( ) Project Subject o" Ts i ( ems) c m pies 4-co46- Grin �4 ' Sheet No Date 470 By S71113 CbNl,1. 73t'l o T7r-�.S TE-Vy X 1 0o/ r 7-r (() s'P erP TS - rte Pc 73T2 d 2Ebs 2. - - / t/ Y Nit- 4 PEA pc A4 je ft- ?c /2 14 4 `-'" ( 9 7t90 a l 11 -SSG lfeS'JE• e.) ` " `COMPRESSION TEST RESULTS SAMPLE I.D. SIZE AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LBS. P.S.I. G x /Z 19. Ind AV-Q.-ill 7 I s z o es0 Li l too ...SW .ef 2Q . IS 4 1- .Z 5"...li Zi ! 41$, 549.2ro 3 H — G 28.IV 1 ?2S - 24 +ss130 53W0 Jli — ') \✓ di' tJ Z sc.e..xe. SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NEO CAP OTHER IN ACCORDANCE WITH: ASTM ASTM ASTM ASTM If ASTM ASTM ASTM ASTM C -310 C -143Ar C -17214' C-2 " C -1064 C -39 W C -1231 0 TIME, TEMP.& 9:004m • DATE p MIXING DESIGN SAMPLE WEATHER 4 /1 CAST 3 - 20 - o 1 PLANT 7)64 STRENGTH F 4/0° V TYPE el MI.& . li�/ PROPORTIONS: CEMENT C'SE AGG. FINE AGG. WATER ADDED ADMIXTURE ADMIXTURE ADMIXTURE 54 4 /g 60 /260 44,1M 910 =l90 TYPE OF CEMENT S Y CONC. TEMP. J 5 ° SLUMP 4 "/_-- ins AIR 'y 8 % QUANTITY � Cu. Yd. TRUCK 104/2. 104/2. TICKET r '7 t 3 9 94 SUPER PLASTICIZED SLUMP 4 44 MIX # G 90 A POUR LOCATION AND NOTES: DATE RECEIVED: 3_z9 _U/ / J ` ! A f_tA41( r G r) y.jr / f7% 4 A r f 2 � .4 IA, ." ye _.4 ! t a gi �e40207 IAAe∎ 0 A tli ei erg a 4.7• 4- z,i th • 1 Gd. S ,z •• /,e rl but:, /a.# iii f /ArV 7 / i G42 v: AN,A) h AO d rez/.10✓ Gidid.vr tw i te//0 ✓ A 0017 111 f • • EQUIPMENT IDENTIFICATION AND SINN: ,G T* 9 SU 3 g COPIES TO 1 MAILED: 1 INSPECTOR: DATE: . % % f/ W/ „, , ;i� /'//7 % ;%/� i/% /j NONCCONF011l N —' OWNER ENGINEER ARCHITECT CONTRALTO BUILDING DEP SUPPLIER 0 � /�' _ DATE: ! / ' MILES "This report is provided for the Information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in full, without the full permission of Professional Service Industries, Inc., is prohibited' 'This ON OFF �� certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent In Inspection, approval or TOTAL HOURS _ r ava -i n Information NS= Biki On Engineering • T Conrau i SEATTLE DIVISION (206)282-0666 FAX (206 282-0710 .z EASTSIDF. I tIVISION (425) 4851244 FAX (425) 4854611 Certified Report by Professional Service Industries • acceptance of other associated work or a warranty of design or workability of the specification requirements.' (, � ;. U(1 U(11 RcomkDlVlsio 4, n 1 � ? — `>r (253) 5119 -ik' PAX (153)589./136. i 7 t • TS -98.1 ..�„nwn,•....,T:.�e�yeklrt�C'1 dteNPN!: h%' S' PXwrt[ aY+. w+i i.'"" tt... �M .ar�ryt.�"�,avNA.�mx�ays� -rro, xr � " "_ ".i:t�;.�wm:.w.�,�i ea.,- ;c:.l- ��r7 «Tl",R_.,.�¢, �: PROJECT flp , � • % � i � ,y, ice/ CO NTRACT�OR . fi PORTLAND DIVISION (503) 254-8418 FAX (5031252.5608 CR 11587 SPOKANE DIVISION A SI9 [3 J 5 1787 aFAn01535.1267 PENINSULA DIVISION - (3601297.8821 FAX (3601 DATE -i rlv 1 ?uJi Date ie SEP -18 -2000 11:34 DCI ENGINEERS DCI ENGINEERS II D'AMATO CONVERSANO INC. fax memo DATE: 9/18/2000 JOB #: 99224 TO: _ Andy Stember/ Larry FAX #: CC: Doug BecWRoger Heeringa FROM: Phillip Van Heyningen PROJECT Fatigue Tecnology Inc. NO. OF PAGES (Including Cover Page): COMMENTS: I'm sending you 4 additional (supplemental) lateral calculation sheets to show the anticipated displacement of the rigid diaphragm along the East edge due to code required design loads. Some additional movement will occur due to tilting of the wall and "slop" in the drag connections. The P delta moment in these piers is negligible. I am also including the "BHP" ICBO Report Number. Thanks for your help, DCI - ENGINEERS, INC. Phillip Van Heyningen, P.E. Project Manager 4 FILE COPY 2821 NORTMUP WAY • SUITE 200 • BELLEVUE, WA 98004 • PHONE (425) 827 - 2238 • FAX: (425) 827 -8986 P. 01 'SEP -18 -2000 11 34 DCI ENGINEERS DCI.ENG iNTEERS D'AMATO CONVERSANO INC. Project Subject RI rz q NPAi va rr Act4tettHs t S roe 21 Ft o SEP -18 -2000 11:35 DCI ENGINEERS MDCLENG.NEERS D'AMATO CONVI RSANO INC, Project Subject C Cck R- wc. ie.% 4 t mrnm $ 1 /S N CT rzsi A A . T = is -4 FAG! prry al' ( AAA • C- RIre A•. t 10 IS `4 w 24" x 5 -0 Iii f So --cP 1z<, TLoN QI2 �•l 3 - 4.1 (VAt 11 L • 2.s i 2'S O. [ Project No. v4 og TDLPp t 1 oar Y Z. � oiva(ty) 1 .. 'ir . 3. 4a 5 •� Css N.c, rnr�€S CANT? Lrv+r/ 0 N / L = 1%6, 4 -D .051 USE- 0. i s 3.G �� �� pc ' rte. Sheet No. L. StsFP. 2 �¢ l�N A�V Si &. r l n ErN IE f L e k t . C. a 'P a M r '. 'Fc Et- 1)I sTiz 1!u7 ,- 0I S( -track '70 1'M'E 'RzSI ST7 N 6 T xs Tr, C. S) CD 2 -4' 4 x s ,� 3' Pix2S Y P.03 7F nt INP1.4 r.. ul u.. DI S P LAct. Lc-SS - //5/Q '�. .k`'.l M 1 r r� stir c v•s s •SEP -18 -2000 11 35 DCI ENGINEERS Second Floor Rigid Diaphref RSV, 5041001 3 Description Fatigue Office �eneral Information `1 Axis Shear 133.00 k Min. X Axis Ecc X•X Axis Shear 162.00 k Min. Y Axis Ecc ...Shears are applied on each axis separately s -' Wall Data 0 I Label K V 1 --->" 2 3 4 5 6 7 8 9 10 �-- .- - 2 3 4 5 6 7 8 9 10 Calculated Wall Forces Label Govem Ecc, for Max Torsion ft Summary (c) 1 083 - 8 ENERCALC Thickness in 6,000 8.000 24.000 24.000 24.000 24.000 24.000 24.000 24.000 24.000 X Distance to Center of Rigidity Y Distance to Center of Rigidity X Accidental Eccentricity Y Accidental Eccentricity Length ft 205.330 25.330 4.300 4.300 4.300 4.400 4.300 4.300 4.300 4.300 7.594 32.246 7.594 7.594 7.594 7.594 7.594 7.594 7.594 7.594 Rigid Diaphragm Torsional Analysis 0.754 ft 105.252 ft 3.000 ft 10.267 It Height ft 15.330 15.330 15.330 15.330 15.330 15.330 15,330 15.333 15.330 15.330 Wall Xcg Wall Ycg ft ft 0.000 48.000 60.000 60.000 60.000 60.000 60.000 60.000 60.000 60.000 Direct Shear k 139.897 2.074 2.187 2.187 2.187 2.325 2.187 2.186 2.187 2.187 Scope: Controlling Eccentricities & Xcm + .05•Max -X - X -cr Xcm - .05 -X - X -cr Controlling Eccentricities & Ycm + .05•Max•Y - Y -cr Ycm - .05 "Max -Y - Y cr c:1enercalcVatig ue.ecw: Lateral P.04 Title : Fatigue Ren,..el Job N 99224 Depnr: PV Date: 9:42AM, 18 SEP 00 Description : f 102.580 192.700 0.000 30.000 60.000 90.000 120.000 150.000 180.000 205.330 WaII Angle deg CCW 90.0 90.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Torsional Shear k 6.266 83.246 0.251 0.180 0.108 0.039 0.021 0.063 0.105 0.140 Wall End Fixity Fix -Fix Fix -Fix Fix -Fix Fix -Fix Fix -Fix Fix -Fix Fix Fix -Fix Fix -Fix Fix -Fix Forces from Applied Y -Y Shear a. 32.246ft Torsion = 4,288.78 k -ft • 26.246ft Torsion = 3,490.78 k - Forces from Applied X -X Shear ▪ 7.594ft Torsion = 1,230.30 k -ft = - 12.939ft Torsion = - 2,096,05 k -ft 6.00 % X Axis Center of Mass 30.00 ft 5.00 % Y Axis Center of Mass 102.58ft Max X Dimension 60.00ft Max Y Dimension 205.33ft Page 1 II E 32.9 3.6 0.1 0.1 0.1 0.1 0.1 0.1 0,1 0.1 Final Mex. Wall Shear k 146.163 2.439 2.367 2.296 2.364 2.208 2.249 2.292 2.328 1 Un Icensed Copy, Ver 5.0.6, 15- Jul -1998 CX CO §1 to W; N U. W O g u. 018 Z P- au lL' W uj O 161 N ,105.25) t1: •....>:W.,<.::: .LL:.' �..wa.;�: - - -� ...;...:::�.:s;.� • ..,..,. �s.,..,:,:'.:.... wr::.:w. L;,.. r. k.;..,.:r_,:. ..:a_::::,;.s<.....�:.:.:�:.::, SEP -18 -2000 11 35 DCI ENGINEERS It SHEAR WALL. .32 k 111 1729 k k .10 k C.H. s (30.00,102.58) 11 .36 k —111 k 36 k i 2.43 k a 0 N 24 T i C.4 'f'leecik r P. 05 .::7 , ;; .'63:e =' liov4aiiiii066a q`,t: " G aU l g ., e, t. ° : .•t ,� „! ' : r'V ; 8e&I .Lis ;f �;;- ;;.,•_ , >,. ;a: : '; ' : ; : _ i ,, . . �5 t?ptf! :r.... • tr rt ;1, "_ ' t.” ig %2;1112 .'a -;3 "i .'3.X%2.. � .41 ,�;; 22 416 468 520 572 625 677 729 1007 1103' 1213 1363 1513 1663 .1813 20 700 776 853 929 1005 1082 1158 1495 1617. 1739 1897 2088 2280 2472 16 1443 1568 1693 1818 1943 2088 2193 2734 2909 3084 3258 3436 3710 3985 16 2434 2608 2782 2957 3131 3305 3480 _4350 _ 4578 _ 4806 _ 5034 5262 5490 _ 5786 ' SEP -18 -2000 11:35 DcI ENGINEERS SHP Steel Building Products USA Inc. 1. The top value reflects the allowable reaction at the panel end supports. 2. The bottom value reflects the allowable reaction at the interior supports. 3, Values are in pounds per linear foot. 3. Adequate bearing must be provided. 2. Deflection based on maximum deflection of U240. 4. See page 29 for General Notes. 1. Stress based on allowable flexural stress of 22.8 ksi. 2 3/6" 3 5/8" 1 1/2^. T I 13/4" 0 4 Welds • 7 Welds 36" B -36 Roof Deck 6" P.06 The B -36 profile has been "enhanced" via physical testing to give you the highest dia- phragm shear values of any of our prior B•series profiles. These values are also among the highest in the industry. Nestable sidelap . condition available; coverage equals 35 1/4". .:. ,%.'• i:': S: S: �; ��';::: iB: 3' B:- SectlBri` Piopeiti 'es��.:�ci....... =�.• . 22 20 18 16 1.68 2.04 2.70 3.36 0.178 0.220 0.302 0.379 0.180 0.235 0.321 0.407 0.195 0.246 0.336 _ 0.415 1. Section properties are based on minimum 38 ksi steel (Fy). •l,: ':1..' {1.'r 'i Lr :1.� f :S t: .Y ; �� }�'. �ti "�. � t4 + �'1 "t :.....,�.•., \`�t4 f., :. t' {���M,::t! ",Y,'::: ._ �4. :y'•' ..:�•• . �.i .• „ , �;:: sr$ �36�Alli�wab�' �ToT81�( t1E• 3' v�1;L'•):i•1'nllorrd'Co�'dilP�' .,...:. r •I• : .L : 1 : '•1� 1- it •. .t' .;, .. ; i : ,: ;�, il ..•. Gy :t•:,w •ti•. -t, (, ?:� :�: C; . ?�, :1 :G;;�• - �, trr•.xs �•.. h;t.1 F. .ti• is•. :u _, :: •�;; ::5..,.� ..�`•• !.•..... ._ M1 ...r....t. `i L':; It. •t•l.• .•:l�= .i�''i }::.St_ .,`:J. • :tY: .•l:: �rT ..••.. —: j:....f:�.. .••.... r ':.i• � •. 1' :! •e.;ol''.. r... L , ..; • :r • .•••.;. • ..I.: •aLt • L.'. /� /gyp �I:.l. +i,•r''C• S yy y .t pr• :l.l -11 ✓i`; '.•�•: ?t :r }L!'q7: -. ::• .'p;J:;.•. i • k i•1,r�1 • p.iL, 4 :! % "y }f:i( :GaUflq' t•. Z i ,.. ., t. y, L T iLt• °, :t 5 L•. 1w.L 1 t • t .. ; ";.!�'• C :t•. t1 ;5.6• + }.: ..( - 68•:,:x .7.'8r.. ;; .':,.: : ,�: 7f0. 1 I :.jt: Y � °r ! 'fi t y «!.�••..: i. •} � "•�.: >•.: ! '•.:,IL .. :•i —� �•.• • ••��.- ., I. �•. ,. :.t.. •x!: }•.•;... �... .:+i:. ;:.. l..;t «' Yt! Single Span • 22 Stress Deflection 82 Stress 119 Deflection 119 76 65 56 49 43 38 34 30 27 109 90 93 70 54 42 34 28 23 19 16 14 12 20 Stress 143 118 99 85 73 64 56 49 44 40 36 Deflection 115 87 67 53 42 34 28 23 ' 20 17 14 18 Stress 195 • 161 136 115 100 87 76 68 60 54 49 Deflection 158 119 92 72 58 47 39 32 27 23 20 16 Stress 247 205 172 146 ' 126 110 97 86 76 69 62 Deflection 199 149 115 90 72 59 49 40 34 29 25 98 82 70 60 53 46 41 ' 37 33 30 98 82 70 60 53 46 41 37 33 28 20 Stress 150 124 104 89 76 66 58 52 Deflection 150 124 104 89 76 66 58 52 18 •Stress 204 169 142 121 104 91 80 • 71 Deflection 204 169 142 121 104 _ 91 80 71 37 46 41 41 63 57 , 51 63 56 4 16 Stress Deflection 122 P2 Stress Deflection 175 175 103 102 149 • 149 88 80 129 129 76 64 112 112 66 52 . 99 99 58 43 78 • 78 46 30 70 70 41 26 63 60 37 22 252 209 87 252 209 148 122 87 51 148 36 , 187 155 130 111 95 83 73 65 58 52 47 187 155 128 99 79 65 53 44 37 32 27 Stress 255 211 177 161 130 113 100 88 79 71 Deflection 255 211 173 136 109 89 73 61 51 44 315 20 Stress Deflection. 16 Stress 281 219 187 161 140 Deflection 315 261 217 171 137 111 92 76 123 109 97 87 ` 9 55 47 3 t P -18 -2000 15 :53 DCI ENGINEERS �-� P.01 MDCFENGINEERS D'AMATO CONVERSANO INC. fax memo DATE: September 18, 2000 TO: Larry Bringhurst CC: Roger Heeringa FROM: Doug Beck PROJECT: Fatigue NO. OF PAGES (Including Cover Page): COMMENTS: 3 Larry, Here are the calculations that you requested. Please call if you have any questions. Thank you. • JOB #: 99224 (600) FAX #: I understand th ^• - FILE COPY 1 2821 NORTHUP WAY'• surrE 200 • BL'LLEVUE, WA 98004 • PHONE (425) 827 -2238 • FAX: (425) 827 -8986 SEP -18 -2000 15:54 DCI ENGINEERS MDCI.ENG D'AMATO CONVERSANO INC. Project TTcl+. sub ° U0.5 • 414 e -rffp , - • - (1•S) ;,bg 4 SO. S 1v ° Skt I &au 4#€ 4 . d p1- 4 t I � J 31) P.02 Sheet No. K11 Date l By M 1A welfe N ! C'eac,W 4CC31)t 10.0 - SEP -18 -2000 15 :S4 Combined Stress Members (Fy=50 ksi, k -1.0) Bending Load (k 54 Axial Load (K) 1 35 . 60 40 1 . Sy needed (1n Member Area (In depth (in) (in Sx (in r length (ft) KI /r Fa Axial Capacity H1 -1 Cm =1.0 H1.2 141.3 19.78 W 12x26 7.65 1'2.22 204.00 33.40 5.17 26.50 26.50 36.80 281.52 DCI ENGINEERS get from chart ASD 3.17 fa (ksl) . 4.64 axial load /area fa/Fa 0.13 if < 0.15, check 11.3 If > 0.15. check H -1 & H -2 fb (ksl) 19.55 Mc /I Fe 212.43 ASD 5 -54 0.73 must be Tess than 1.0 0.30 must be less than 1.0 0.72 must be less than 1.0 STRONG AXIS BENDING ASD 5.54 ✓ ASD 5-54 ASD 6-54 ,/ P. 03 6EP -13 -2000 10:36 DCt ENGINEERS DCI ENGINEERS IN , D'AMATO CONVERSANO INC. DATE: September 12, 2000 TO: Andy Stember, Reid Middleton CC:r Heeringa, DCI FROM: Doug Beck PROJECT: Fatigue (Demo) NO. OP PAGES (Including Cover Page): 4 COMMENTS: JOB #: 99224 (600) EAX #: 503-534-0266 Andy, Enclosed is a stamped /signed cover and signed letter for your files. Please let me know if you need anything else. Thank you for your prompt assistance. P.01 .y 31 .1%..11CALD fax memo 2821 NORTIIUP my • SUITE 200 • s61,LEVUP, WA 98004 • t'HONE (425) 827-2238 • Pa: (425) 827-8986 SEP -13 -2000 10:36 DC DCI'ENGINEERS D'AMATO CONVERSANO INC. Fatigue Technology Inc. 401 Andover Park East Tukwila, WA Building Department Permit Comments Response #2 Response Letter & Structural Calculations Prepared for: CNA Architects September 12, 2000 DCI Engineers Project # 99224 P.02 J. Mark D'Amato, RE. Guy A. Conversano, PE. Elizabeth A. Jensen, P.E. Roger L. Heeringa, P.E, Mark D. Aden, RE. Harry Jones 11, P.E. 2821 NORTHUP WAY • SUITE 200 • BELLEVUE, WA 98004 • PHONE; (425) 827.2238 • FAX: (425) 827 -8986 SEP -13 -2000 10 3? DCI ENGINEERS II DCI ENGINEERS D'AMATO CONVERSANO INC, September 12, 2000 Larry R. Bringhurst Senior Plan Reviewer Reid Middleton, Inc. 5895 Jean Road Lake Oswego, OR 97035 Re: Demolition Permit Plan Response- Revision No. 1 Submittal (D2000 -010) Fatigue Technology Dear Mr. Bringhurst: The following is DCI's response to the comments raised in the plan review letter dated September 11, 2000 for the Fatigue Technology Demo submittal. DCI's responses are numbered to correspond with the appropriate number in the review comments. 1. Marh DAmaco, P.E. Guy A. Conversano, P.E. Eliiabech A. Jensen, P.E. Roger L. Ileeringa, P.E. Mark D. Aden, P.E. Harry Jones 11, P.E. 1. The calculation on L3 has been revised to account for a load increase of one - third. A one-third increase is allowed for the capacity of the anchors per UBC 1612.3.2 and ER.-5193.4.2. Supporting calculations and documentation are attached. The anchorage designed for the out -of -plane loads are sufficient. 2. 1997 UBC, section 1632.2 states that an Rp of 1.0 shall be used when anchorage is accomplished by means of adhesive. Per my conversation with Andy Stember in your office, this refers to surface anchorage with adhesive, not to epoxy bolt anchorage (chemical anchorage). Epoxy bolt anchorage requires an Rp of 1.5 for shallow chemical (epoxy) anchors and Rp of 3.0 for non - shallow anchors per Table 16 -0 of the 1997 UBC. 3. The embedment required on detail 19/SD2.2 is 4 inches. The detail has been modified to reflect this clarification. Reference our response to item #4, below. 4. ICBO Report ER-5193 (Hilti HY -150) does require the thickness of the concrete to be 1.5 times the embedment. Reference the enclosed calculations indicating the maximum embedment and the associated loads for the 5/8" diameter epoxy anchors referenced in details 17/SD2.2 and 19/SD2.2. Reference modified details 17/SD2.2 and 19/SD2.2 indicating the embedment of the anchors to be 4- inches. 2821 NORTI•IUP WAY • SUITE 200 • RET.I.EVUE. WA 98004 • PHnNE..• (4251 R27.22RR • FAX. (a751 R27.R9Rr, P. 03 SEP -13 -2000 10:37 5. Both details 17/SD2.2 and 19/SD2.2 apply along the west wall. Reference the modified plans that include section cut 17/SD2.2 along the west wall as well as 19/SD2.2. 6. A note has been added to detail 19/SD2.2 that the HTT22 ties shall be offset slightly to reduce the risk of splitting the existing 4x purlin (not 2x4's) 7. Per the existing structural drawings, the glulam girders are spaced between 17' -2" o.c. and 24' -0" o.c. Please reference the previously submitted existing structural drawings for specific dimensions at specific locations. 8. Calculations on page L5 indicate the use of an "MTT22 ". This is incorrect. It should read "HTT22" which has a capacity of 5250 #. 9. Detail 17/SD2.2 has been modified so that the HTT22 is applied along the side of the existing 2x4 purlin in lieu of on top of the purlin. An additional 2x4 shall be sistered to the existing purlin receiving the HTT22 tie in order to meet the requirements of 1633.2.8.5. 10. A35 nailing requirements are per the Simpson catalog. The Simpson catalog specifies filling all holes in the A35 with 8d x 1 -1/2" nails (12 8d x 1 -1/2" nails total). Nailing requirements have been indicated on details 10/SD2.2 and 20/SD2.2. Please call if you have any questions. Respectfull DC_t ENG I NEERS P.04 Douglas R. Bec .E. Project Engineer DCI Engineers Cc: Roger FJeeringa SEP -13 -2000 10:37 DC. . DCIENGINEERS IN D'AMATO CONVERSANO INC. DATE: September 12, 2000 TO: Andy Stember, Reid Middleton FAX #: 503- 534 -0266 CC: Roger Heeringa, DCI FROM: Doug Beck PROJECT: Fatigue (Demo NO. OF PAGES (Including Cover Page): COMMENTS: Andy, 7 Please call if you have any questions. Thank you. JOB #: 99224 (600) P.05 :oo fax memo Enclosed are the pickups that we talked about. I will forward a stamped /signed set of calculations to you (via fax). Do you or the City of Tukwila need a wet stamped copy for records? 2821 NORTHUP WAY • sure 200 • 8F.L EVUE, WA 98004 • PHONE (425) 827 -2238 • FAX: (425) 827 -8986 • • " " . . . . . . - . . . . . , . • , . . • n • . • . . SEP-/3-2000 10:37 AURA", NE 75.: • .• S• Dcl ENGINEERS tan • 8" SOLID GROUTED MASONRY WALL FOR REINRMING, : REF 151S02.1 • • • tnr ■■■■■.:■ ■ . 1 * ■■■■■■ 4. • 1=111110■111•111.1.111■•• . ..; , . 2.2 . •ALL . .:. • . S ALO INE 10.5 • :. 241)0 - TYP 0 ! 1:'' '111 NG . EXISTING 2x4: 0 ..- I ....: ; : 11111''.1111 t 1 J . .1 • . . . . .. . .: ." ..;...... ,......., , ,,...,.........„„,..-.....,....,,....,...„. ,,,, ...",,,...,.. .t...1..r..34,:t. u........«.Jort..1......t.. ...., ....a. i w.. • ......0:4•! •••::. ,•••-•-• • i. : • i . .! j • . . . :•,. . i. • • “. EXISTING 9L0q0. F., (2) FID10A I PER 18/SD2 P. 06 SEP -13 -2000 10:37 DC ENGINEERS -~, P.07 19/SD2.2 TYP INV • • e. r • ' • • • • • • • Iglpr • Y.Clir1nr?Ii1 .I..f.LL . J.u1.1•w�. .. •.m i•1'r .1•r. .+x.. ...'lM I..Iw...•rn�,. , . • • 17/SD2.2 111 5 (2) ID10A DRA( PER 48/S022 • • • • (2) AD10A DRA( PER 1 S /SD2;2 • • • • SEP -13 -2000 10:37 DCT ENGINEERS WWWIN1 IL 'V 101.��► gWW11321g rrriirriri mitorro4 mow .� r g FM,. , 04 r tz.)..5sss5 a ►�\IA'∎aaa • ►�a�: \w���i■l ri • ► \ \\ \► \`C01: r rrriw:riir , / MI112001. 1 1 : /416050/Met / 01∎1 \ \ \\ Pp SIMPSON A35 0 10 "OC [(12) 8d x 11/2" NAILS 0 EACH A35 REFERENCE SIMPSON CATALOG FOR ALL REQUIREMENTS] T /WALL sr PER ARCH 4x14 LEDGER W/ 3 /4 "0 ANCHOR BOLTS 0 24 "OC SAWCUT EXISTING GLULAM BEAM T /ROOF STAPPING SIM TO 17/SD2.2 2x4 BLOCKING REF 20/S02.2 SHORING AS REQUIRED PER CONTRACTOR BENT x8x10 W/ (4) �/ "0 R 1/ THRU BOLTS. COORDINATE WIDTH W/ EXISTING GLULAM BEAM CMU SEPARATION WALL AT ROOF SCALE: NTS NEW MASONRY WALL 4x8 LEDGER W/ 3 / 4 "0 ANCHOR BOLTS x 6" EMBED 0 24 0 0C STRAPPING SIMILAR TO 17/SD2.2 (2) #5 CONT 1YP 0 EMBEDS SIMPSON OFFSET TOP FLANGE HANGER (W TYPE) EXISTING GLULAM BEAM EXISTING WF COLUMN NEW TS COLUMN PER PLAN SCALE: 1"-- P.08 i(AW IJ w 0' N - v Z W '' z o - Wi n0 0 :01- O ' W I F. O Z_, SEP -13 -2000 10:38 Dr ^ ENGINEERS HTT22 0 48 "0C MAXIMUM W/ 5 /8" 0 THREADED ROD. EPDXY W/ HILTI HY -150 ADHESIVE. 4" EMBED APPLY TO SIDE OF 2x4 PURUN. HTT22 Q OF 2x4 PURUN T /PURIJN NI IMO =IP WEST WALL SUBPURLIN ANCHOR CONNECTION P.09 EXISTING 2x PURUNS SISTER NEW FULL LENGTH 2x4 TO OPPOSITE SIDE OF EXISTING PURUN W/ 12d NAILS 0 6 "0C TOP & BOTTOM. (MAINTAIN FOR IND, " EDGE CLEARANCE —EXISTING GLULAM BEAM ..-----EXISTING CONCRETE PANEL SCALE: 1 "= 1'--0" SEP -13 -2000 10:38 Dr' ENGINEERS P.10 SIMPSON 111T22 TENSION TIE EACIt SIDE OF EXISTING 4x W/ /8"0 THREADED ROD. EPDXY W/ HILTI HY -150 ADHESIVE x 4" EMBED. SLIGHTLY OFFSET HTT22 TENSION TIES EACH SIDE TO PREVENT SPLITTING OF EXISTING PURUN AO T /PURUN SUBPURLIN ANCHOR CONNECTION EXISTING PLYWOOD SHEATHING EXISTING ANGLE & EMBED CONNECTION DRILL THRU EXISTING EDGE MEMBER EXISTING 4x PURLINS EXISTING GLULAM BEAM EXISTING CONCRETE PANEL L 'w.,dsLiri:ii:s...i.'- - JsGi.:v;r ii.i...t...L FL.` .u'�111•.n':.Y.Siu un.r.• .-: s16.1':�.,..:.a:4A�yiu >s...ae.. .w.........�. �+......... SEP -13 -2000 10:38 3 . r%% i • w : y 0 w\\\\\\` 6► w\\\\\\∎ rii►ri rrri 0 rw\ \\\ \ \ \\∎ rrrrrrirs ►\\\\\\\\: A r.- ..�.,..o-Ar , ,.., ....N............. / w \ ■∎� \ ■■\` / w \ \ \\ \ \ \ \. $ 0 .i/.aF.M i' $ - \\ \ \ \ \ \ \. rr ii iirii t w\\\\\\\\N Ktmr LEDGER AND CONNECTIONS PER 10/SD2.2 2x4 BLOCKING 16d NAILS 0 2'/2"OC 2x4 BLOCKING - TYP EXISTING 2x4 PER PLAN TBEAM SHORING AS REQUIRED PER CONTRACTOR --- NOTE: 4x LEDGER BEYOND SECTION FOR INFORMATION SHOWN BUT NOT NOTED, REF 10/502.2. TYPICAL HANGER DETAIL DC ENGINEERS P.11 NEW MASONRY WALL 4x PER PLAN SIMPSON LU24 FACE MOUNTED HANGER - TYP SCALE: 1"=1'-0" SEP -12 -2000 13 :29 DC_,ENGINEERS DCIENGINEERS D'AMATO CONVERSANO INC. DATE: September 12, 2000 JOB #: 99224 (600) TO: Andy Stember, Reid Middleton FAX #: 503 534 - 0266 CC: Ro er Heerin DCI FROM: Doug Beck PROJECT: Fatigue (Demo) NO. OF PAGES (Including Cover Page): 14 COMMENTS: Andy, Enclosed is a copy of our responses to Larry Bringhurst's comments. Please review and let me know if you find them to be satisfactory. After 1 hear back from you 1 will Fed Ex copies of our updated drawings and calculations to you to arrive tomorrow morning. Please call if you have any questions. Thank you. 1 FILE COPY P.01 fax memo 2821 NORTHUP WAY • SUITE 200 • RELLEVUE, WA 98004 • PHONR (425) 827 - 2238 • FAX: (425) 827-8986 SEP -12 -2000 13:29 DC ENGINEERS DCI Project D'AMATO CONVERSANO INC. Subject 1 Demo 6 /A" (b /. 0) I 3 -0 3 ( °472- ) 6 4 = it" LA9 Weaffe. U) E t (?-frayiy; f Ion r Pei Fenrerep, 7,94 ie ewtW 44- "IZD) e 1V4F'F 10p = 4FLf (b4 ► �'� ,4 ' at kf D 0.e. 6 ( 2 61707t-te, RNt (Lod) -7 /P. f (lei') = s° 9 r seat = 624: s' % vv4VIeA. a`f. (9 04- A-- adv'a. , 1Zr &I9 ( /es / 4r A4kgire dors) -FWva1/4-4 "40 pep Ck :-o .3 6 (nog Project No. 2 -'{ 50 t--,o 1 if = Sheet No. Date 9 By e j , (Dep. coe . �. 1) 1 ? (f )(t of /) 4 5ca 3 — ( teell ref) 71; 1* P.02 10 SEP -12 -2000 13:29 DGT,ENGINEERS Project Subject DCI ENGINEERS D'AMATO CONVERSANO INC. Psi iDiewAy 0 #.2 11264 maPC. Project No. �t9 P6 -2) Sheet No. P.03 Date 1/2/06 By B Sot t{ C 1 '/.3.z. f• r ` P t fL -5143 ('h, , di st t T*%-4 s-) = /, s (e cOp, , k w' `�4=► t f 'so A./a#.471.4.. , t000(p (.Q.e act. g yis1. 17w4 ). C ,• 1- c a� c-4(` — 1861 ( 3 492 s- L m s it. 4u (d44 k 0,&9a 4 (130 .. ( "'rr2- w, v x �c k 41 or @ 'f 1 --o a .6 C2) 14 2-z w l % � n i f " $4saeY- 6 8 a • c. 9866 >// H - 7 - 7.2. W / / 14-31. to W — iVO 4-4 S y ii I �.� 111 s o 7 /°liSD 2.2.. . Anchor' Type Dimensions Minimum Concrete Strength (Psi) Allowable Tension Load (183) ma Min d. Mi End Dist A 1 38 2H 5 2500 9795 A 111 36 23 5 2500 12900 13 1,1Y4 8 8 8 3000 15305 4 to s u 2 a SEP -12 -2000 13:29 DrT. ENGINEERS LTT /11AT a /HT I RP " Tension Ties are ideal for retrofit or new construction and provide post - pour, concrete -to -wood connections. The HTT22 is a single -piece formed tension tie --no rivets, and a 4 -ply formed seat which won't unfold during loading. No washers required. The LTT19 Light Tension Tie is designed for 2x joists or purlins and the LTT20B is for nail- or bolt -on applications. The 3' nail spacing makes the LTT20B suitable for wood I -joists if 10dx1'h' nails are substituted for the specified 16d's, Use the MTT28B Medium Tension Tie for heavier connections. The LTTI31 is designed for wood chord open web truss attachments to concrete or masonry walls. MATERIAL See table LTT(31 FINISH: Galvanized. MTT28B may be ordered HOG; check factory. INSTALLATION; • Use all specified fasteners. See General Notes. • Use the specified number and type of nails to attach the strap portion to the bottom or side of puriin or beam (minimum 4x width (2 - 2x4 or 4x4), except LTT19). Bolt the base to the wall or foundation with a suitable anchor; see table for the required bolt diameter. • The HTT22 can have a maximum offset of 2' from the stud face 10 the centerline of the anchor bolt. • Do not install LTT. MIT tension ties raised off the mudsili. • See Epoxy -Tie Adhesive System, pages 26 and 27 for tested. load- rated epoxies for anchor bolt options. CODES; BOCA, IC80. SBCCI No. NER -393 and NER -432; IC80 5313; City Of LA RR 24818 and RR 25318. Material (6e)' Dimensions Fasteners (133) (160) — 4175 — — 5260 — Model LTTI31 or 4 10.16d 16 -10dx1 t4 x250 1205 — 1350 0 0.107 2 f 6733 1750 1220 1750 1460 0.164 m0 2185 — 2310 — 0.125 — 4455 2150 a•. Defection' at Highest Allowable Design Lead 0.125 M1T28B 12 7 2x Typical LTT19 Installation (LTT200 similar) 1 loads for NTT a c based on the lower of the 1997 NOS fastener values or the ultimate load on a steel test lip divided by 2.5. 2.16d sinkers (9 ge x 3Y:) or 10d commons may be substituted for the specified 16d commons at 0.64 of the table loads. 3.The designer must specify anchor bolt type. length and embedment. 13150 3480 13150 5250 1.Anchor embedment length is based on a single -pour concrete foundation. Double pour foundation systems, masonry wails and masonry footings must be evaluated by the designer. 2.Anchor bolt 8 must be ASTM A307; anchor bolt A must be AS6 steel or 4. °A' bolt minimum end distance is for corner with 12' better. return only (similar to SSTe2e, see Typical Reber 3. Spacing between anchors is 2le min. Placement, Corner Installation). Otherwise, the minimum for anchors in tension at the Same time. end distance is le for the full table load. ADDiTIONAI. ANCHOR DESIGNS See SSTB. page 22. Anchor types shown are made by others and used with Simpson Strong-Tie. holdowns. The design engineer may specify an alternate anchorage system, provided the anchor diameter is the same. See the Prestressed Concrete institute Design Handbook (Edition 3), Section 6.5.2. 00 LOAM TRAMMER SUM WASHER raT REQ0. 4.Allowable loads have been increased 3311 and 60% for earthquake or wind loading with no further increase allowed. 5.eon values are lased on a minimum lumber thickness of 1W. 0.037 0.087 6.See HOA for de Iectlon at highest allowable design load'definition. 7.1f a 1S' or i ' anchor bolt is used for tne LTT20B, add a standard cut washer to the scat No additional washer is required for a 4: anchor bolt See table for appropriate anchor bolt sizes. 8.HTT22 noldown installed off the plate has a reduced load of 5190 lbs. The HTT16 installed off the plate will achieve 4175 lbs. Both holdowns may have larger deflection values. Anchor Type A L -BoI . Bend without cracking the outside of the bend portion. Place 64 rebar 3" to 5" from the top center of the foundation. MTT28B U.S. Patent 4,744,192 1 Ic • 0, o ; 511' 2'4" 10A0 1R�FER WASHER RE0'b, P.04 SIMPSON • • • • • HTT22 (HTT18 similar) U.S. Patent 5,467,570 Typical HTT22 Installation as a Holdown �.--, 2 le MIN, -- Anchor Typo B Hex -Head Bolt. Design Toads for Anchor Type B are calculated using a full shear cone. Multiple reductions must be taken for corner and edge distance conditions. 19 C S 2 to N LL, W 0 ' LL N d` I-- Lu Z I— 0 Z F— Q O co 0 1— ' = V � : LL 0 + Z ! U CO II 0 Z SEP -12 -2000 13:30 Dr".ENGINEERS Tuesday 12 of Sep 20G,, Faxination ICBO Evaluation Service, Inc. —> Page 2 0 f 8 5360 WORKMAN MILL ROAD • WHITTIER, CAIJFORNIA 90601.2299 A subsidiary corporation or the International Conference of Building Officials EVALUATION REPORT Copyright p 19a9 Mao !Evaluation Service. Inc. Filing Category: FASTENERS — Concrete and Masonry Anchors (066) HIL11 HIT HY -150 ADHESIVE ANCHOR SYSTEMS HILTI, INC. 5400 SOUTH 122 EAST AVENUE TULSA, OKLAHOMA 74146 1.0 SUBJECT Hilti HIT HY -150 Adhesve Anchor Systems. 2.0 DESCRIPTION 2.1 General: The Hill HIT HY -150 Adhesive Mchor System consists of HY -150 hybrid adhesive mortar used in conjunction with threaded Steel rod ordeformed steelrelnforcementbars. This evaluation report recognizes the use of HR HY -160 in nor• mal- welghtc ontrete ,lightweight concrete and tully rutted, concrete masonry construction. Table 1 provides general ap- plication desenptlons for use of the Hilli HY -160 adhesive. 2.2 Materials: 22.1 Hitt iHITHY- 150Adhsaiv s ; HIV HIT HY- 150adhesive is ahybrid adhesive mertercombining urethanemethacytate resin, hardener, portland cement, and water. The resin and cement are kept separate from he hardener and water by means of a dual - cylinder foil cartridge that allows for multiple uses. An auger -style mixing nozzleia atlached lathe manifold and the adhesive components are dispensed through the mixing nozzle to ensure proper mixing of the separate adhe- sive components, The mixing nozzle may be replaced to per. mit multiple uses of the refill cartridges. The shelf fife of the adheslveis at least ninimonthswhen stored in a dry, darken. vironment. Each cartridge is stamped with en adhesive expi- ration date. Temperatures during shortderm (less than 48 hours) storage ore* adhesive must be between 23°F and 95 °F ( -5°C and 35•C). Temperatures during longterm stor- age oltheadhesivemust bob etween 41°F and 70•F (5•Cand 25'C). Hilti, Inc„ should be contacted regarding suitability of adhesive for which the storage history is unknown. 2.2.2 Threaded Sleet Rods: Threaded rods must be manufactured from steel in compliance with the mechanical property requirements of ASTM A 36; ASTM A 193, Grade 97; orAISI 304-SS. Group 1 CW, Specification and installa- tion parameters for threaded rods are noted in Table 2. 2.2.3 Reinforcement Bars: Deformed reinforcement bars range in size from No. 3 through No. 11. The bars are manufactured from steel conforming to ASTM A 615. A 616, A 617, orA 705: minimum Grade 60. 2.2.4 Normabweight Concrete: Normal- weight concrete must be normal- weight, stoneaggregate concrete having a minimum -2, 000. psi(13.78 MPa) eompressivestrength at the time of anchor installaton, (PsIPP) + ft/ill/Os 1 ER -5193 Reissued July 1, 1999 2.2.5 Lightweight Concrete; Lightweight concrete must have a minimum-3.000 -psi (19.17 MPa) compressive strength al the time of anchor installation, 2.2.6 Grouted Concrete Masonry Units; Concretemason- ry construction must be fully grouted and have a minimum prism strength of 1.500 pi (9.58 MPa), 2.3 Design: Allowable tension and shear load sfor various combinations otbase materials and anchor c omponents are given in Tables 5 through 11. The allowable tension values in Tables 5 through 11 must be adjusted in accordance with Figure 1 for in- serMee base material temperatures in excess of 110 °F (43°C). Allowable loads for anchors subjected to combined shear and tension forces are determined by the following for- mule: where: P = Applied service tension load. A : Service tension Toad, V = Applied service shear load. VI a Service sneer toad, For anchors installed at edge distances less than c aren- rhor spacing less than s or both, the allowable load ofthe anchor based on either bond or concrete strengthmustbe re- ducedln accordance with reduction factors in Misreport. The appropriate steel strength provided In the load tables must also be considered when deriving the allowable load for the anchor. 2.4 Installation: installation of the Htiti HIT HY -150 System must conform to the manufacturer's published installation instructions and the requirements of this evaluation report. Holes for installation of the threaded rod or reinforcement bar must be drilled using a drtli Malls Set In roto- hammermode end Math as a carbide - tipped drill bit that complies with ANSI 9212.15 -1994, Holes must be cleaned of dust and debris, using a wire DrUsh and compressed air as required to remove particulate debris and toachieve a relatively dust-free surface. Holes are permitted to be damp but all standing water must be removed in accor- dance with Section 4.13 of thls evaluation report. The dual - cylinder cartridge is sell - opening, and the adhe- sive is dispensed through an auger -style nozzle that Is at- tached to the cartridge manifold to ensure proper mixing of the components; material from the first two ^trigger pulls" must be discarded to ensure that onl yproperty mixed product is used, Holes are fi Red approximately two.thirds full with the mixed adhesive, and the, threaded rod or deformed bar is twisted as it is inserted Into the hole to the required embed. £ ddeWrnridereiff7CAOZrautartaSinter, IRG an i Malady bpnr/d Watseka CratA mush or 0100, adlklop Oaf HieaMenw*Uthh Oumot 41ar4Erdauranpntion motto adeamnudarynruWnaui kiNcrerarrb er0111Hinnrti rtrifrcdryaidrers dnwa anstikr tnunterncanarea- ddanjwlyre auto .f r 270,mo isbeedapsseuleWMteasarsawfrOnteel Aduuiad7taOfsop MastTheICBOE►aladeeSo e41ie,ttcharcdttapmr lnordtbr festresi *, WwMa im4 laden nupastesruriftwaifoto*ski alkyl, mdedrelffedrK Anvltaa wormers h1CIWEreraadrnSuWc6 rnt, aria ortstsUnilails ste'FINIIng"or obtrausteranke report gram oryproaiid ovindlyslu mat 77strItuisisserweliwkst MalneT - dudsa mackaWOay, Page 1 e17 P. 05 C4 111 O ` to 0 (n Wi u) W` W 0 g Qj co Z H. 0 . Z F V 0 N D H? to V 0 ; 111 Z V - ' 0 . Z Pegs 2of7 • SEP -12 -2000 13 30 Dr T ENGINEERS Tuesday 12 Of Sep 20C Faxination ment depth. The anchor may be adjusted only during Diesel lime shown in Table 4, Anchors ere permitted to be loaded to the design load only eller the cure time shown in Table 4 hes passed. See Section 4.14 of this evaluation report for limita- tions on base material temperature during installation. 2.5 Special Inspection: Adhesive anchor Installations require specal inspection In accordance with Section 1701 of the code. The spettal In. speclor must record product description (including product name). adhesive expiration date, concrete type and srength. anchor diameter and steel grade. compliance of drill bit with this report. hole diameter and location, cleanliness of hole and anchor. adhesive application, and anchor embedment, Additionally, the Special inspector must stale In the report supplied to the building department whether the anchor installation is in accordance with the manufacturer's pub- lished instructions and Inns evaluation report. The manufae- turefsinst uctionsareInauded in each unit package oradhe- sive, 2.6 Identification: The Hill 14Y -150 adhesive Is idenl isd by labels on or in the packaging indicating the manufacturer 's name (Hiltj).product name, sot number. expiration date. evaluation report number (ICAO ES ER- 5193). and installation insbuctions. 3.0 EVIDENCE SUBMITTED Data in accordance with tne ICAO ES Acceptance Crilenafor Adhesive Anchors In Concrete and Masonry Elements (Ain), dated January 1999. 4,0 FINDINGS That the Hiki HY -1So Adhesive Anchor Systems de. scribed in this report comply with the 1997 Uniform Building Coda'", subject to the following conditions: 4.1 The WIT HY-150Adhesivs Anchor Systems are per- mitted to be used to resist dead loads, live loads and short.le,n bads, such es those rasul in from 4.2 Loads in this report are permitted to be increased by 33 percentforshort4een loads, such asthoso resulting from wind end eanhquake forces. 4.3 .. erm loo s, allowable shear loads are limited to t he ta b ulated steel values for A 3E threaded rods, regardless of the actual type of steel, orlhe tabulated bond stre ngth, which. ever is less. An increase of 33 percent is per- mitted. 4.4 The anchors are installed in accordance with the manufacturer's instructions and this report 4.5 The NIT NY-150 Adhesive Anchor Systems are installed in holes predrilled using a carbide-tipped masonry drill hit manufactured within the range of the maximum and minimum dimensions of ANSI 1212.15.1994. 4.6 • Special inspection in accordance with Section 2,5 of this report is provided for all anchor Installa- tions. 4.7 Calculations and details demonstrating eorn- pliancewith this report must be submitted to the lo. cal building official for approval 4.8 The HIT HY-1ti0Adhesive Anchor Systems are per- m Med to be used within flre.reslstjve construction, —> ER -5193 provided the anchors resist wind or seismic loads only. In this application, the anchors are not per- mitted to be used 10 resist gravity loads. Where special consideration has been given to fire condi- tions, use of tiro HIT HY -1S0 Adhesive Anchor Sys- tems is permitted to resist gravity loads. 4,5 The 117 HY -150 Adhesive Anchor Systems are not permitted to resist tension forces in overhead or wall installations unless proper consideration Is given to the firs exposure and elevated tempera. ture conditions. 4.10 Dueto the lack ofan accepted test method and pro- cedure for evaluating data to determine the perfor- mance of adhesive anchors subjected to fatigue and /or ehock loading, the use of the 1417 HY -150 Adhesive Anchor Systems to resist fatigue and/or shock loading, such as encountered by supports for reciprocating engines, crane toads and moving Toads due 10 vehicles, is beyond the scope of this report. 4.11 Oue to the lack of anaeeepted test method for eve!. uating the performance of anchors in cracked con. crate, use of the HIT HY -150 Adhesive Anchor Sys- tems in cracked concrete is beyond the scope of this report. Concrete is assumed to be cracked when the tensile stress induced by external loads or deformations exceeds 170 psi (1172 kPe). 4.12 Use of the HIT HY -160 Adhesive Anchor System in conjunction with unprotected carbon steel threaded rods and/or reinforcing bars shall be lim- ited to interior exposure. Installations exposed to severe, moderato or negligible exterior weathering conditions, as defined In Figure 21.1.1 of UBC Standard 21.1, are permitted where stainless steel anchors are used. 4.13 Standing water must be removed from dulled holes.ln applications wherethe concrete has been exposed to water for extended periods, drilled holes must be blown dry with oil -free compressed airfor a minimum of one minute, or otherwise pre- pared to achieve en equivalent dry surface condi. Lion prior to anchor installation. 4.14 HIT HY -150 may be used in base materials having interior temperatures between 23 °F (.5•C) and 110°F (43 °C) at the time of installation. Installation 01 HITHY -150 in brae materials having interiortem- peretures outsidethis range is beyond the see pa of this report. The temperature of the HY -150 adhe- sive must to between 41°F (5 °C) and 95 °F (35°C) at the time of installation. 4.15 When anchors are Located where the interior base material temperature may exceed 110 °F (43'C), al- lowable tension loads in this report must be ed- justed for inaarviea temperatures in accordance with Figural, The useof HITHY.150 in base materi- ais having interior temperatures exceeding 248'F (120'C) during theirservice life is beyond the scope of this report. 4.16 The HIT HY -150 adhesive is manufactured by Hliti GmbH at their facilities in Ksufering, Germany, with quality control inepactions by Underwriters Labo- ratories Inc. (NER- OA403). This report Is subject to re- examination in one year, P.06 Page 3 of 8 SEP -12 -2000 13:31 Drt.ENGINEERS Tuesday 12 of Sep 2t , Faxination -> Pwa 3 of 7 )C1 .7 a A .L. Normal.wei*llt Come LiAltwigla Comte Grouted Sleek Masonry 1CT HY•130 H>T Hy-130 HIT HY -130 Tleaded Rod Reiabreing Br Theaded Aad Threaded Rod Sublet 1. S. 4 Tibias 2, 3.4 lables 3.6.7,1 — Table Tables 1. 3.4 Tables 1 and 4 Table 7 Tables { axed 31 TABLE N.-SPECIFICATIONS FOR INSTALLATION OF THREADED RODS IN CONCRETE USING HILT! HIT NY•1 ADHESIVE Por$1:t •C•(t'F- 11).1.1. PROEM +semen Atom=Nemaal arm ofrknodedrod tndt4) 1 0.1103 SD •Nominal bit diameter (wales) 11 14 Tel Maximum tease (S.dbl Embedment • SIOndtrd 1 13 J mbedtoent 1 11 stard embedOwu desk to e) 1 3'4 P ST:1 but 33.4 mm. 111.-lb. =1.4 Wm,.1 incb =0.64 mm? TABLE 1— APPLICATION DESCRIPTIONS e men 0.1113 rI 4 20 30 4 11411101 0,3060 50 73 3 MASAO=lee0DIAMTIO1 A rI 0.4411 103 150 6s !, Noun 0,6013 /rt 1251 173 7 TABLE 4- MANUFACTURER'S RECOMMENDED CURE TIME FOR HILTI HY-I30 ADHESIVE 1 1A 0.7134 1 tc ER•5193 1'tt lnwne !:371 1'/2 165 210 235 400 {4� 12 TAILI 3— REDUCTION FACTORS FOR REDUCED SPACING AND EDGE DISTANCE IN NORMAL•WEIGHT AND UGNTWEIGHT CONCRETE MONO W 1= A =0.2Ss em• 0.31e AedenAseuNenFww(W 0.7 0.6 r %INIM MLt d Toward Edna Not Towrd Edge Towed Edso Net Tewwd Ed s COYAC latw leeawen Factor (G) 0.7 0.2 1.0 0.6 1 MINIMUM SA$ENA11304LTliop/tAlU11L' 1PF 12•F 41' 16•F CalTW& 35 Minutes 11 Miaow: CuRE714E 6 Hun 3 Noun 13 Miautaa S Minute 30 Minutes 30 MiA01es 4 Minuses 2 Mattes 40 Minutes 30 Min te4 P.07 Page 4 of 8 ii -IT -t" :;..: 5 - TM�6C6 (Wu) 9 Mill OR ON _ _ AO eneen . _ ''r. l4 4 2A07 psi /' ■1�0 tl AVM A71 mom A1191499 21/4 I 3 41 673 7 1,113 4.333 3.645 3 3 1.7110 2,360 1 10'/ 1470 1,625 1 11/2 944 4 42 1,143 1,173 3,733 1,100 '— 4,410 j 61/2 1' /2 1,553 3,690 6 91/4 121/4 4.033 4.963 11/ 1 3 1,320 11 5,170 12 655 10,925 5 . 71/ 10 4.120 eau 7'/2 1141 15 3,645 11/2 5 6 2,213 ,610 1,433 16.223 11,390 62 4 10 13 /4 4,363 4,330 10 13 20 1,920 11,310 P4 5 _ 742 1.190 4.340 11,310 24,105 16,163 742 11 13 7.333 10.150 1144 17 11 11,493 13,603 , 41/2 6 1 3.130 r 4.760 13.030 32,400 21,030 1 121/ 16 7,110 10,910 1 /6 711/2 14 4 16.370 11.303 6 9 12 4,353 6,563 23,490 30,620 34,423 12 11 24 14.520 19,675 13 22 10 16.010 23.140 g��y Pea) 4( e A1.1.0W4Y3.E a1{sAR1.0AO 6A71D ON OONOIL ECUMIN bsuNti r•,•2000oil re 4,030pu I3/4 23 /4 11/2 510 723 11 /e 3 7 1,530 1.110 31/4 1 10 3,160 4,470 21/4 1 4 743 1,055 41/4 61/2 1 2,420 3.420 6 9 12/4 4 ,613 6,540 2 3 5 1.020 1.440 3 742 10 3.313 4,613 742 11 13 6.600 9,313 31/2 5 r 63/4 1.760 1.410 6 10 134, 3.700 11060 10 13 10 11,370 16.010 J1/4 7 /2 3 /" 114 71 4 13 1,320 7,100 3,215 10,315 11 /4 17 ' 22 14.110 20.103 441 6 81/4 2,790 3,950 1 /4 12 16 6,033 12.113 111/2 1142 • 24 — 17.720 25,060 6 9 12 5,160 1,165 12 11 16 11.070 25,353 13 22 JO _ 26.403 37.145 SEP -12 -2000 13:31 DM3. ENGINEERS +.a4,m04 4 4 V 00P 6t rdxllriation Page 4 017 ForSI:3 iaeh= 'Allowable load 'ball bedeelrseroftobulredb nod and n set valun Loed•tedu erica 1 tor oee(e)oadatche speciegp)shaf be applied to stun lt 'helloed ar meads capacity eoluem ,Linear iot oluiglmaybeuedforintermediatespleioge ,edgedi 4 ancoo.embedmentssAdoomelet/ slrerlphl LodMtduplon faelan ue cumulative I' en wdb aneh multiple anchor spacings or base material edge distuues. 2 The tebukted woes n for umbers installed is co0cstte bacilli The deligwed compressivesotndh (f'c) or higher at the lane of installali0a. b•• laid mine a Actorof4 4 C09 RUC tbiebu3s most be equal to or meter Iha11,5 opus Ile u or enactment Attrll0te Melted 3h 1 h 5 11 3 4 T h 1 1 44 —) IN 2.00 AND 4,0 S NORMAL-WEIGHT CONCRETE USING THREADED HY.I50 ADHiSIYE =a./ TAW E 11— ALLOW1pLE SHEAR LOADS FOR THREADED ROOS INSTALLED IN NORIEAL.W5IGHT CONCRETE USING MITI HIT HY•150 ADHESIVE (pom16 SEP -12 -2000 09 :54 ASTRA36 1,090 1,933 3,025 4,335 5510 7,733 11,100 oN ER -5193 For SI: 1 lack = _ 1 Allowable load eltallbe die lesser oftsbulated baled and Neel values. Lostl.evductioa Amoeseiven is Table 3tbrreduced edge dirtan e(c)aad caches spacing, (s)shall be applied to values is the concrete capacity column. Lister interpolgien mti healed intexnedirle soarioy, edge ernbedments end concrete mensal:, Load-reduction factors m eurreiblive for anthers with multiple anchor matins orbue material edeft distances. , P.08 Page 5 of 8 AQ.OWARLE SHEAR LOAD 1waE0 arm, omoTN l,.w d,i 41T74 A 145 Orwell 1,345 4,170 6,520 9,190 22,710 16,600 16,010 NS1104 SS 1,675 3,313 3.213 6.315 1,690 11,3)0 17,735 SEP -12 -2000 13:31 DCj ENGINEERS a U8bcaay LA oz asp ,e• r axinat2,on —> Page 6 of 8 Pepe oil TABLE S— ALLOMMILE SMEAR LOADS FOR THREADED RODS INSTALLED L•W IN NORMAEIGHT CONCRETE USING HILTI HITHY•160 ADHESIVE CDwndelj. - (Continueldl he Ululated velem an he seashore iaslalled is aocnte hanks it datpaled nonnative srebith (f'e) or higher al the liar of:eleiluioa, 1 Allonabk Inds bred se aurae *net have bee ululated ulna a sally Auer of1,0, teems Ilddatu true be ogual is or greater then 1.1 alma tie anchor embedment depi 40 el anthers resin ikan•teeet loads. allowble Ant leads en limbed to the Ululated steel values Ar A 16 threaded reds, regardless of lb i aunt irpc ofsteel osad, or the bold strunll, whichever is less, An Innate of 33 penult Is pemitted. TABLE 7—ALLOWABLE TENSION AND SMEAR VALUES FOR THREADED ROD INSTALLED USING HIL11 HIT HY•1$0ADHESIVE IN 3,000•PSI UGM11NTIOHT CONCRETE (pounds) 3 /s 1 I3 iataeatfAta� ANO►O 1S}At4t0 1 r/a � + 1111 3 1 a i/a 2 1 6 /a 944 3 /s 3 /e 71/ 7 3 d► / TWCON 141 1,000 973 1,210 1,200 1,760 AETNAX 1,010 1,000 1. 13 3 1.933 2.110 3.023 aerate A Gus ei 1.215 1,310 2,130 2510 2.410 1.995 • G 1,213 1,510 2,110 2.910 2.410 L993 For SI:1Mel= nun. 110 fie a.41 1 yet- 0,t kPm. lhbttluedvabaan Greeeheninsaalledu the (Mini 61111. flaadedgediumee (e).AaammybeinstalleduAtmiebamsp :chi :andedgidisteacesastabulend IN Table 3, provided the proper ndoctioe Amen one osed or interpolative may be vied for distances between ethical lea dmiounom. 4 Andrs glued by mon than one ndoetiee Actormost has alt redaction Acton multiplied to detamlee the allowable Toad SEP - 12 - 2000 29:54 TABLE $— ALLOYWIBLE TENSION AND SHEAR VALUES FOR THREADED ROD INSTALLED USING HILTI HIT HY 130 ADHESIVE IN GROUT•FILLNo CONCRETE MASONRY CONSTRUCTION (pounds 1 . 2, ' mosataprt(rtel pen INPIM M aroholdetneoiapnetwl tAADs emesiu;IDISr/ACP mt4FlarrAde.l di 34 4 3 /2 4 /e 5 6 II 7 I 1 .13 11 Yemen smite I Yuman I Shari rinera, SMaf Tension tar' 1 < 30 2 ,0 , 1.015 I 4,170 . ^ LSds� 1 a 170 2.103 2.013 5,610 1,740 2, 3,020 For 3It1tu 234mta1Ibfa4.41X 1 Aadon a limosd to ate permu.ary es II. 4 Aacbera may be imaged le my bruin (cell, web, jetaL oz.). /Allowable load values an for use in soy masonry easetroedoa complybf wish the code. 4 Entbedmeu depti i, measured bacon shs obtoide fare ofthsutasoory. 3 Edidisliareeofbee Man A Jaen we set paiyltted . VIII interpolation 6r edge di atocee between a behesmd12 lathes isallowed sVakes are far ASTM A 103 Omde 137 threaded rod. ER•5193 P.09 (ndw "Elam 5 nry lewarrto � �y 4g 4MFag4 1 1.200 400 1,443 - 21 /4 1.190 773 2.110 P/, 1,610 400 1.443 21 4 2.550 1,010 2.443 1$ 4610 - - 17/ 1.190 - SEP -12 -2000 13 31 Dr_T ENGINEERS 4..vo44a., as us aelp 4 ' , raxs,nauon -> Pegs 6 of 7 Ram NV No. No.4 No. 5 No. 6 No. 7 N No. 10 No. 041124 Ira Jans1 11 3 5 /1 1/ 6,083 9.770 Ir 1 1 No, 9 11/3 indalantroarnt 3 7 2 4 1 1 5 10 J 43 7 14 3 71/2 13 4 1 16 3 10 08 6 12 20 7 16 30 e�w e tariy a =T10 A af0, r 14. Riehri 5 /a 7 /• 4001111 .,•4006/11 623 960 1.733 2,040 10 14 l 3,900 1,160 3 4 1.070 1,300 6 / 12 16 3 5 j1/2 10 30 2.373 3,930 4,510 4,110 1,405 1,115 3.113 1 3.210 15 20 31/2 7 2330 1.200 10 14 7.305 9.120 10 21 1 12.373 13.515 51/2 7 2.690 9.95! 4 15 6.610 10/ 1,370 261 /2 I 17.653 16.955 20 6 1 I 1.310 1 1.525 12 16 1.115 11.330 24 It 15,410 12,000 10 I 4,110 6,165 15 20 12,110 13.610 27 16 17.315 21.145 9 12 5.120 I 1.105 24 13,110 10 40 19,190 1 11,540 10 14 1.010 10333 21 7 t6 20.275 21 _ 22.010 24.660 40 1 29.290 1 35.260 ForSI:1 ink . 21.4 nun. 11bf =4,11 N, 1 psi n 411 i P1. Table 5. � .d1badonin alledYMecrk dep actU( s) eadedgedimam e). Mcb loaned eu eebulated Pnperniacin beton ore tint LiaeviaterpoLedoo mar be wed @r distances beam: critical and minunum. 7 Anthon affected by more then doe redsali01 law awe bave the redaction factors multiplied to determine the allowable load h@fate allowable the lsil urea listed 04 Section tabulated b end anise co mdlhe allowably ate! shook obtained by tmhip lying rhe nominal ems{ Bettina! area Zco0.pel NORMAL-WEIGHT TC CO L NCCRETF T EIINIIMUM EDGE DISTANCES AND U HII IT .1550 MINIMUM VE (poUn41) AtatonotAmmti Oneni 4 s /1 7 SEP -12 -2000 09;54 TAII.5U6- ALLOWULE TENSION LOADS FOR GRADE 60 REINFORCING OAR INSTALED USING HILTI NIT NY4IIOADHQSIV5IN NORMAL INGINT CONCRETE (pounds)' IN113116/8 41/ 3 10 ER-5193 13 FarSI:1 itch =25.4 mm. Ibf =4.41 N. 1 Psi =6,69 -- ILaadsin dilatable ere for endues Mailed LIMacoaaatnnheedged ucel isted04thisteble. Nored: WoolSi r ia stalled with Me mmb.m edge distaem 191011ed ie the Ws. CCpaeky ofaaaehed sill plate or olber tmterial to resist Toad; la 16ls able mutt eemply with the code. Ede dl>tuea se* given la this table, Anchor 'patio'Mall maGrmto the dimeadon. given io Tabiti 5 and 6. 6 P.10 Page 7 Of 8 P.07 Extended Page 10.1 70 _ 60 — For base material terferotures greater SO _ than 100'F - X olloeable = 136 • 0.36t'F) ' ▪ 40 _ 30 _ 20 _ 10 _ 0 sEP- 12-20ee 09:54 FIGURE 1 1 1 1 1 1 T 1 1 1 T eri 30 70 j8ture C'Fho 190 230 (212'F,642) INFLUENCE OUSE MATERIAL TaPERATURC ON THE TENSION BOND CAPACITY OR TEE HILTI NIT HY•1S0 ADHESIVE ANCHOR FOR INSTALLATION, IN EASE MATERIAL AT 27'F OR GREATER YbrStst•C•(t'F- 32), LE SEP -12 -2000 13:32 • 5. Both details 17/SD2.2 and 19/SD2.2 apply along the west wall. Reference the modified plans that include section cut 17/SD2.2 along the west wall as well as 19/SD2.2. 6. A note has been added to detail 19 /SD2.2 that the HTT22 ties shall be offset slightly to reduce the risk of splitting the existing 4x purlin (not 2x4's) 7. Per the existing structural drawings, the glulam girders are spaced between 17'-2" o.c. and 24' -0" o.c. Please reference the previously submitted existing structural drawings for specific dimensions at specific locations. 8. Calculations on page L5 indicate the use of an "MTT22 ". This is incorrect. It should read "HTT22" which has a capacity of 5250#. 9. Detail 17 /SD2.2 has been modified so that the HTT22 is applied along the side of the existing 2x4 purlin in lieu of on top of the purlin. An additional 2x4 shall be sistered to the existing purlin receiving the HTT22 tie in order to meet the requirements of 1633.2.8.5. 10. A35 nailing requirements are per the Simpson catalog. The Simpson catalog specifies filling all holes in the A35 with 8d x 1 -1/2" nails (12 8d x 1 -1/2" nails total). Nailing requirements have been indicated on details 10 /SD2.2 and 20/SD2.2. Please call if you have any questions. Respectfully, Douglas R. Beck, P.E. Project Engineer DCI Engineers DCI ENGINEERS P.11 Cc: Roger Heeringa SEP -12 -2000 13 32 JCIIN vy. Reid iddleton 5895 Jean Road Lake Oswego, Olt 97035 Ph: (503) 534-0265 Fax: (503) 534.0266 TO: OROANIZATTON: PAX NO. PHONE NO. SUBJECT. MESSAGE: DC1 ENGINEERS Doug Beck DG'1 Engineers (425) 827-8986 (425) 827-2238 Fatigue Tech. Demo Plan Review. DATE: , 9 -1 I -00 P. 12 -. .. . Please call (503)534-0265 iryou do not receive 1 , pages including this cover. FROM: Larry Bringhurst PROJECT: Fatigue Technology FILE NO.: 26-00 -005. 020 -20 CITY: Tukwila, WA Cc. Fax The following comments are "Preliminary" and will be finalized on Wednesday morning when 1 return to the office. Please contact Andy Stember at our office with any questions on Tuesday. 1. The calculation of the seismic lateral load on calculation Sheet L3 appears to be low by 33 percent. Please review for impact on design. 2. It appears that the reduction in the allowable tendon loads for the adhesive anchors was not considered in the design for the wall ties on calculation Sheet L5. 3. Verify which embedment is required for the adhesive unchors in Detail 19/SD2.2, 4 inches or 5 inches. 4. Verify the requirements of Note 4 for Table 5 in TCBO Report ER -5193 (Hilli HY 150) which requires that the embedment depth be a maximum of 67 percent of the wall depth. 5. Is ,Detail 19 or 17 required at the west wall? 6. In Detail 19 /SD2.2, two HTT22 tics are used to connect the walls to the 2x4 roof framing members. Shouldn't the HTT22 ties be offset to prevent the splitting of the 2x4? 7. What is the spacing of the existing 4x members along the west wall? 8. On calculation Sheet LS a "MTI'22" tie is called out. is this cotrect? 9. Detail 17/Sb2.2 shows a }1TT22 tie being nailed into the top of an existing 2x4 roof member. Can all of the nails be installed in the HV122 with the minimum edge distance in the 2x4 and not split the 2x4? 10. Please provide the nailing requirements for the A35 framing anchors shown in Details 10 and 20 on Sheet SD2.2. SEP -12 -2000 13:32 DCIENGINEERS D'AMATO CONVERSANO INC. fax memo DATE: September 12, 2000 JOB #: 99224 (600) TO: Andy Stember, Reid Middleton FAX #: 503- 534 -0266 CC: Roger Heeringa, DCI FROM: Doug Beck PROJECT: Fatigue LDemo) NO. OF PAGES (Including Cover Page): 14 COMMENTS: Andy, Dr_r_ ENGINEERS Enclosed is a copy of our responses to Larry Bringhurst's comments. Please review and let me know if you find them to be satisfactory. After I hear back from you I will Fed Ex copies of our updated drawings and calculations to you to arrive tomorrow morning. Please call if you have any questions. Thank you. 2821 NORTHUP WAY • SWTI 200 • BELLEVUE, WA 98004 • PF1oNC (425) 827 -2238 • Hnx: (425) 827 -8986 P.13 Tm r,%, 19 A '7 April 13, 2001 742 -00211 Mr. Kevin Dooley Fatigue Technology Inc. PO Box 88909 Seattle, WA 98138 -2909 Subject: Russell S. Bodge District Manager Infv mation .7b Build On • Consulting • listing Name Project Address Permit Numb RECEIVED DEC •17 2001 CO ` '01 ePr fill 8 01 r .. Fatigue Technology Inc. East Tukwilla. WA We have completed the requested special inspections on subject project. Our final report dated April 11, 2001 is numbered FR 22071. WORK REQUIRED Concrete Reinforcement Inspection Reinforced Concrete Inspection 4000 psi Reinforced Masonry Inspection Epoxy Bolting/Doweling Inspection Structural Steel Visual Welding/Bolting Structural Steel Visual Welding/Bolting To the best of our knowledge, all work inspected conformed to approved plans, specifications, UBC, and related codes, and/or verbal or written instructions from the Enginecr of Record. Sincerely, sessional Services Industries, Inc. WORKED INSPECTED Concrete Reinforcement Inspection Reinforced Concrete Inspection 4000psi Reinforced Masonry Inspection Epoxy Bolting/Doweling Inspection PM PE SUPT ACTION ROUTING SLIP DATE: FILE Protesslonal Service Industries, Inc. • 10025 South Tacoma Way MH1 • T acom a WA 98499 • PL___ 253/589-1894 • f , � � y 9 .0 � oLa%� ,Jrf � ,..+. ���r . •- � ... .. ,. . r � TO: Mr. John Sharp Professional Service Industries, Inc. FROM: SUBJECT: Construction Materials Testing & Special Inspection Final Letter 03 -23 -01 DATE: FAX # 206 - 394 -2397 # OF PGS INC. COVER 2 Information .To Build On Engineering • Consulting • Testing John, per your request. Thank You Lloyd Detterich Project Manager T0'd T0:ZT TOOZ EZ J W FAX 10025 South Tacoma Way — Suite H1 Lakewood, Washington 98499 V (253) 589.1804 F (253) 589.2136 If You Have Questions Concerning This Transmittal Or Do Not Receive This Document In Its Entirety Please contact us at 253 - 589 -1804 CONFIDENTIALITY NOTICE The documents accompanying this telecopy transmission contain information that is legally privileged. The information is intended only for the use of the recipient named above only. If you have received this telecopy in error, please notify us immediately by telephone to arrange for the return of the telecopy document to us. You are hereby notified that any unauthorized disclosure, copying distribution or reliance on the telecopied information is strictly prohibited. 92TZ- 68S- �SZ :XPd ISd eti . y : cos cu t.tq ne=s.amec 1'2 i•t ill 1::571 � x , + • 0 1 SS FAX 43S In 0 C& E N C I N E E R I '; agineers eitue tech ,twi 3 Saasttla. W1l inton9f ,►Lscatuiisaa: Kayla, Dualey Chief Financial °raater This Iota ret.eats-a summary of cOa0gruattoa obsetvatien. serii fOr tht..� .L.1.4.. :S��f aog -agNaajillY , re at 4O1 ..ilurle S'Arir—Sett ;ica Tulowillt, Witsbbvon. rrsz : :.E. 'far i ject s laborirni so xrigaa Tellnio140 et • biz-..°,'. .7,. 1199.. s';1►y?�si ' si 1` ltVITInr3tl ir•ct "L' sui,gu.. it =�L u ^i. »ta: 4erigit consnuutiou ic6vitiasiinannitteutly between Ju1y 200& and May 3 2001.. Or sire viaiti are saa,azasrize4:in 31 W'iy field =pates, Mica Nimes - prev'ieusi v Aufvuined o you. the •contracaaF 'McCarthy Cozz tuctrita .Geotealnit.aJinspeetion for the foBaariskractiVitie5.vms provided by Ge E • Fi4[ placement furtlse tviStbig pa • Monitarfog and evalauttiort, of p r e o a d s a c: a ToOting seNgraiL-preparatien ante tadation far. allevruabbe_ bearing 'C ! Y uity • Pavement stbgracltrcompaction an evaluation • Siva Se 50: AsanveNi: K14a0 X9111 - '+• •car^t•1^y zonal -. 1 `.'Y 7.7) 42S -M' _ ; .` }aria 2 luxe 7-.:i SUTOfllaTk Letter 14eta Evans-km 401 Rut Eme W . GF tle.NG 7E9940I.G3 Pannitlissuaber 2000-226 RE TWED DEC 1 7 2001 COMMUNIT DEVELOPMENT DE. .i . -w r!r. ,•r.r "T‘ ..""77 •� .. T . i ?:1 -'" .?,h.•,.7 ��..?7!"...r. • i n..r i•r. *,7 �. nan•.. �- . ? •" A .4 ...al.. rr7c ? '" 7 -.. . la 00:2 to ut W 0 1_ Q! d W, I-r E 0 V yi . � H W FIJI' Ili • . 0 ' 11.4; cuevst ■1514g55/41 141.11.7.10 Page 313 A • r • .ReSt*.a4A60.1. $.24 71.01 1 cer4hy =1:; P '3 12 110:4 L3 - FAX 4 lei 6058' - Gro maKezeiszs o0 AMIINIFIN•••100 Fatiguetechnologies, Inc, • Juno 7,, 2001 PAP 2 Base& en our nonstroction abservation services provided on behalf of Fatigue Technidogies arid summarized it Field Reports t drougis 31,.it is 011f Drattiefr *IV The getateChek■el. project elements we completeclingenersi accordance with the praject,plans apdspeciftejstiona 400 our ex.omatetedtinee. We stost *is lesser serves r .current illemse call if . :yon .-have inty questioas et requite additiinnei Information. woj fOlSkrwart0/09001031Lac oc: McCarthy cceenniction—Fstigne Technology Project 401 Andover Perk Ent VerasItlington 91011 Bet 206-'194-2397 Mame= Jim Clerk* egaErtaincors Respecnin* slibmitted, CleaErrainets5, rucbro.:7699-00 I 43 • March 23, 2001 742-00211 Mr. Kevin Dooley Fatigue Technology Inc. PO Box 88909 Seattle, WA 98138 -2909 Subject: Russell S. Bodge District Manager MTNI1 Information r .To Build On Inglinsoring • Co,st wn- • ratting Name Project Address Permit Number We have completed the requested special inspections on a portion of subje project. 1 to ' is.for,,, completed on the above permit numbers, lltnisit WORK REQUIRED Concrete Reinforcement Inspection Reinforced Concrete Inspection 4000 psi Reinforced Masonry Inspection Epoxy Bolting/Doweling Inspection Structural Steel Visual Welding/Bolting Sincerely, Professional Services Industries, Inc. RECEIVED MAR 23 2001 BUILDING DEPARTMENT Fatigue Technology Inc. 401 Andover Park East Tukwilla, WA 2000 -010 & 2000 -226 lttal�ftr�al WORKED INSPECTED Concrete Reinforcement Inspection Reinforced Concrete Inspection 4000psi Reinforced Masonry Inspection Epoxy Bolting/Doweling Inspection Structural Steel Visual Welding/Bolting To the best of our knowledge, all work inspected conformed to approved plans, specifications, UBC, and related codes, and/or verbal or written instructions from the Engineer of Record. Professional Service Industries, Inc. • 10025 South Tacoma Way, #H1 • Tacoma, WA 98499 • Phone 253/589 -1804 • Fax 253/589 -2136 ROUTE Date - 0 Sr. P.M. ' ?M. P. E. 4 I Super. ✓ Action File �� � 1 1�117�/�1!!. � i� �JlP�� � �� � - DATE - -, .. ."-.- /' / I a !/' a S / � , • . MPRESSION TEST RESULTS SAMPLE I.D. S SIZE A AREA (SQ. IN.) DATE A AGE AT U ULTIMATE STRENGTH C CHECKED F FRACTURE LBS. P P.S.I. T /, x /2. . . 1 4i.° e t 1 - 4-e/ 7 7 t tbttagso 3 39'10 6 6 tt ` 1 1 1"..e. ` / 2 2 — R -oi . .24 V ` / 6 SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NEO CAP OTHER IN ACCORDANCE WITH: ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM C -31 C -1430 C -172, C•2310 C -1064 C -39 C -12312 ❑ TIME, TEMP. & e:00 A.... DATE MIXING , DESIGN L ` SAMPLE WEATHER Pildt Y/ IP CAST / - 1/ - 0I PLANT a STRENGTHF " YO 6 e 0 TYPE nbie l.C<� PROPORTIONS: CEMENT CSE AGG. FINE AGG. WATER ADDED ADMIXTURE ADMIXTURE ADMIXTURE SYo /8 6o /390 4 0 1L. - 31y -" Q 2. 1 4a► c-fr-e -- *SO TYPE OF CEMENT .Z.---2r CONC. TEMP. G$ 0 SLUMP 113 if ins. AIR 11 /4 `Y• QUANTITY // Cu. Yd. TRUCK I 7./ r TICKET # 5 Z/ SUPER PLASTICIZED SLUMP 444,.. MIX • L' L Yd A G POUR LOCATION AND NOTES: DATE RECEIVED: / + /2 _- D / . . _ L•r . r. . ." .. .J I ..•... ■ rAr . ; . .. /__ , 1 ii • / ./ • 4 • • r . _ .d r ..- — — -- - - iJ 0. i / -'c. .. a — , _ r 7. .Z. 2 .n/° 4 1• 17...1.it -'! 1 i anfo L7a d. l.*t A. i/d6eittla n/. AN EQUIPMENT IDENTIFICATION D s COPIES TO: j MAILED: I IN PECTOR:� D DATE: ' ' , ��' %% /77 OWNER C CONTRACT • r r IELD CONTACT: D DATE. T _- B 'This report is provided for the Inlormatlon of the client only. The reproduction of this report, by any me 4 NAME O ON O OFF S ST O OT (MILES � t t :0 D / /0 . .3 1 1 G Q r ry eal Information !. To Build On Enaltieedno • Communing • Tooting SEATTLE DIVISION EASTSIDF.IIIVISION (206) 282-0666 FAX (306) 282.0710 (423) 485-1244 FAX (425) 485 -4611 TACOMA DIVISION 233) 589.18 FAX (23])389• acceptance of other associated work or a warranty oI design or workability of the specification requirements' COEgli6Mf U ! FTY DEVELOP( Et' Certified Report by Professional Service Industries .. 0Mrtstrralaiki "t ..trPtr..ui.v., bM'Mrvlrv sra %! race nrtr+n+r..e•xx vmf,rv....,. w ,“... q .,- - ■ ...,:..: n.�•t.v' z,�"7'.�n, : , ...,. v�s, r��•.» vrrq !r9b��ns�:v^.gr:w+rw.p7y:Y!Y'i CRf11 SPOKANE DIVISION v A ..... SO91535.3571 FAX ISM 535.1267 PORTLAND DIVISION PENINSULA DIVISION Date a"+"!.! grnrR?n! ±ta "YwY±�Tf ttaarm+sw........,.. ' CI I- W w H --- lL O •Z . CU = O ~ z SAMPLE I.D. SIZE AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LBS. PSI / Z . 1 - . -Co 7 19."3 0 44430 - 12 -o1 :1s 0-12-01 N SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NEO CAP OTHER IN ACCORDANCE WITH: ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM C -31 /K C -143D4 C -1T2 X C -231 ❑ C- 1064( C -394 C -1231 NI 0 TIME, TEMP, & DATE , DESIGN SAMPLE WEATHER /0 :30 /4/O /CLR CAST � /6 O I PLANT II� ES STRENGTH F 1 IO6 1 O p5Z TYPE Cs x PROPORTIONS: CEMENT CSE AGG. FINE AGG. WATER ADDED ADMIXTURE ADMIXTURE ADMIXTURE 1 16. CO Itt, 6 ALOO° D POLO TYPE OF CEMENT rlir CONC. TEMP. 6 SLUMP W 1/e/ ins. AIR N/A % QUANTITY 40!/3 Cu. Yd. TRUCK o.?.Z TICKET 111 536eee G S SUPER PLASTICIZED SLUMP NM MIX • ovioor POUR LOCATION AND NOTES: DATE RECEIVED: X _.' - .*sic - • in .JT _ - eo ...rG r • f . aurss»E os g gx Ls c /G . Go,�O t 1p____ _y IoM C -E .4,ir /ylBCN r tktdt)' 2 edops1 -rF 2E -`EL SSA .dip pao`'E D ' $aosscr p[4) S EQUIPMENT IDENTIFICATION AND SIN #: COPIES TO: 1 MAILED: 1 INSPECT R: DATE: /../. /707 . %/ / W/ '///// j 4/7 o' r � ! / / 714 N� /� 777 iii iii / .r, • — OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER FIEL NTACT: 1 DATE: Ctwr -is / /6 / O / •Th(i report Is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in fug. without the fug permission of Professional Service Industries, Inc.,15 prohibited.' 'This NAME ON OFF ST OT MILES Y• Ly /JC, coo is :cm 3 O Coo certification attests to the accuracy of the results obtained from Inc actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or TOTAL HOURS 3 0 ffi 'J7Information To Build On EnpNw.dno • conaulap • rooting SEATTLE DIVISION EASTSIDE 1 ',VISION (206)212-0666 FAX (206) 282-0710 (425)445.4244 FAX (425) 415 -1611 RECEIVED C JAN 2 6 2001 TACOMA DIV �p t A p� PORTLAND DIVISION (253) 589.1004 FAX ( c t9 b 254.8418 FAX (503) 252.5 -Go 1 DATE / -/ -o COMPRESSION TEST RESULTS 135' SPOKANE DIVISION (509) 535-)571 FAX (309)535.1267 PENINSULA DIVISION (360) 297.8821 FAX (360) 297.8121 acceptance of other associated work or a warranty of design or workability of the specification requirements' Certified Report by Professional Service Industries Dale :. I T'fe: ffit) MM' ' Irr"70=1"Nof"""t":A' ""m,. !VT tete.41, z 6 U: 0 co W W ` u. W 0 2 J co d ` �W zH I-0 z H 2 j U � 0 I- UJ W I= 0 z 0 i Information ,� r � SEAT17.8 DIVISION RASTSIDE DIVISION (206) 2824666 FAX (206) 2t2 0710 (425) 443-4244 FAX (427)483-4611 6E4rizE, t,M 98/93 ?�G W.O. 70 6 /91 C4,erd e 401 • oa'tt Pe e+si acaptanee d of .r assoc tad work or a warranty of design or workability of the specification requirements' Certified Report by Professional Service Industries �i s ir "}'( . �y�yyRC, very; ?„ t;. rgM• �r, GgpiR! w� !nwt�,�!rt�t+7r(^a!i, »w.t'Y,��r rn �.utut;s+rm _M rrw�^.a TACOMA DIVISION PORTLANDDIVISI. PENINSULA DIVISION (253) 5191104 FAX (233)5192136 (303) 254154111 FAX (503) (360) 297.11121 FAX (360) 2974121 Date ..r+,.s•� r:nwr;w:a >.••:t4!w :x.3.3^, }rY±.;a C 1368 SPOKANE DIVISION (509) 5354571 FAX (509)335.1267 COMPRESSION TEST RESULTS SAMPLE 1.0. SIZE AREA ISO. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LBS. P.S.I. /01 I Z '1.6r IS /.33-0/ 7 11.7.441'41 4.34to �� 2 -l; - o/ !A a -I -0( 09 D !loco N , SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NEO CAP OTHER IN ACCORDANCE WITH: ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM C-31%. C -1430, C-172 1g C -2310 C -1064 C -39 a. C -1231 0 TIME, TEMP. At DATE / MIXING DESIGN SAMPLE WEATHER 8: -,. f0.c. CAST !- MP - 0 ( PLANT Otrf. 5 STRENGTH F 4'Oc 0 TYPE CyGZNOEP PROPORTIONS: CEMENT CSE AGG. FINE AGG. WATER ADDED ADMIXTURE ADMIXTURE ADMIXTURE 344 go I"98° 11,120 3 61 Ault / rryr Atli/ / .py 6 TYPE OF CEMENT r/JI CONC. TEMP. G 1 • SLUMP y 3/4 Ins. AIR N l.4 % QUANTITY e/8 Cu. Yd. TRUCK 030 TICKET • 4 SUPER PLASTICIZED SLUMP 111 /4 MIX • P' 1 1000 . POUR LOCATION AND NOTES: DATE RECEIVED: 6.i 5rrE lee Cw pLacE r.�rd +' iEUgrEA sLdea CO CT D ,JP L♦C A.�I, ac A Apo., flge IdiDppE 4. /b jers i t lA.�rG�ccs� Cdv3clGr Z. 'r — G2.r4D 4w A A 3 X • 11 8 SIsE FE 9594 � e 2� Sr EE( .4cCE,ois�✓C6 PL rcE•+eeiy 1 X4 4 .) 4pRoJE.b pc.4.v5. EQUIPMENT IDENTIFICATION AND SJNIt: • • COPIES TO: I MAILED: 1 INSPE TOR: DATE: GQG IGI • + e o ��j 6 �- -,i / / I, , / / / ././.,_ ./� o L /¢ 1- M . • / -/b -or OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER FIE ONTACT: DATE. AlIK-17dC4(1-0-irl 'This report is provided for the Inloatlon of the client only. The reproduction of this report, by any method, and Is rm bsnam61a1 to a third party, by any means, except In full, without the full permission of Professional Service Industries, Ina, is pronibitW ' 'This artlficatlon attests to the accuracy of the results obtained from the teat NAME ON OFF ST OT MILES d is Fie /07443 - actual performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent In inspection, approval or TOTAL HOURS - 0 i Information ,� r � SEAT17.8 DIVISION RASTSIDE DIVISION (206) 2824666 FAX (206) 2t2 0710 (425) 443-4244 FAX (427)483-4611 6E4rizE, t,M 98/93 ?�G W.O. 70 6 /91 C4,erd e 401 • oa'tt Pe e+si acaptanee d of .r assoc tad work or a warranty of design or workability of the specification requirements' Certified Report by Professional Service Industries �i s ir "}'( . �y�yyRC, very; ?„ t;. rgM• �r, GgpiR! w� !nwt�,�!rt�t+7r(^a!i, »w.t'Y,��r rn �.utut;s+rm _M rrw�^.a TACOMA DIVISION PORTLANDDIVISI. PENINSULA DIVISION (253) 5191104 FAX (233)5192136 (303) 254154111 FAX (503) (360) 297.11121 FAX (360) 2974121 Date ..r+,.s•� r:nwr;w:a >.••:t4!w :x.3.3^, }rY±.;a C 1368 SPOKANE DIVISION (509) 5354571 FAX (509)335.1267 /• r 4 17 ; ...../ i / ., .. .. E.., ..0 . .i L Q 0 T_ 7/ L} S �J 12Iw p.117 I d4_i r f A. G *i/ /w t/ 141. � £ttz. / 4Li/Ai1 fr - ele_f c /C. VJ 6,4 ''ryY S 0 T V 4,z x ,--40_,I," Az_ - /T- D D - /1 7: 4 r_.r.. .c, //_ - .f• . _ . ,,„ /. — I, i ■ z ; Q.11d Pa rms • EQUIPMENT IDENTIFICATION AND SIN #: / / COPIES TO: I MAILED: • IN ,• ECTOR: I j DATE: �%!% %1% %% 7f ITEAI�S' ' FiEA i� ',// TgJ�i C) //, % a / � / c* !i -/ j7 j % J /// / 7, ? / / / /,• / // / / /J/ OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEP . SUPPLIER /2.44 ,� s/6 F LD A T ZON C 1 TE: j P . / . / /// ,, ; 4) - / ./ / / / /l: // % / i� /tt ON / NFQ ,i R)I(I / / % / r /f /X / /. /7 -0 / ._ _ 'This report Is provided for the information of the client only. The reproduction ol this report, transmittal to a third party, by any means, except In lull, without the full permission of Professional Inc., Is prohibited' 'This certification attests to the accuracy of the results obtained from the actual test performed made within the defined scope of the work. Certification shall not be construed to represent by any method. and Its Service Industries, and/or observations in inspection, approval or NAME. • OFF =� ST OT MILES wJ ' .!';i_11 1 r, D um' 6 C • •_■. • ' 8 8 TOTAL HOURS um w s Information T / o, Build On Enginsodng • consufang • T. SEATTLE DIVISION EASTSIDE DIVISION TACOMA DIVISION (206) 282-0666 FAX (206) 282 -0710 (425) 485.4244 FAX (425) 485.4611 (253) 589.1804 FAX (253)589.2136 acceptance of other associated work or a warranty ol design or workability of the specification requirements.' Certified Report by Professional Service Industries • room Cpl$ or eftAt' K4riNdY lyNN4! u.iv.MJ. 7!"Mi+,'•+z' i4 1 PROJE , NO07, - , , DATE PERMT / � C �lfi j �j % / %% ENGIfi4 .• )IACT*0 ,OI A FR 9989 PORTLAND DIVISION PENINSULA DIVISION (503) 2544418 FAX (503) 252.5608 (360) 297.8821 FAX (360) 297.8828 COMMUNITY DEVELOPMENT /// ��� SPOKANE DIVISION n IS 1 (569) 535.3571 FAX (509) 535.1267 Date u � 2 2 :GKP?:'^ "Y'_. �wL' lT::.-: 3L Ct �,. yca••.,", srMrv, mra�+,.• mmxm. wv, w. . r• r�-'+ N°` v, w�wt: Wraartpnevxx, L: FMNf°? 1�' P4M' ��' p' PHNY7 +Y!4ft+ci7PdfiaWMSn+ww,w.wry.j O ' Pit Y1(4/ /d t fr/r► t "1r 11 e a y �/ •?i . rte . , 1, '! , /� !21.1 r` it � 1i, i L _ 7✓ CO") �,T.� 1 o/,�n q - 1/ to - // s'9 / /it- A r il a J ,->2a Y�r s I /PO f Lib0 / x r rr; lAnt,Mi ' /,//et .6e4kit -- �^= � lii✓ �.t" .,11,41.) .,11,41.) At, 9-- 01.Cn link � � r1 3 � 1O . .L- z • Z 8 ' /`f /r free- /7 dd ` a th � -1 2.R ¥.H 4• H P / • S i 6 r./ 'ii / /G A A/rt.sA M. f 4`el/P) !-EGA h Cr Gfily p ' .r,t i :t H /5Q � r`e ''• .1 A a , 4 Ay� rrn S Z p /RI) S �G � " '"`" ?Li) 7 • EQUIPMENT IDENTIFICATION AND S/N#: n/4 COPIES TO: 1 MAILED: ] INSPECTOR: DATE: '%/.//////����%/% % . � j r . ITEJU� r . //� i c I: ( /! %�� , �� " /% r / O C OMP Rlyll / . / / � � r/ � /;, /: ,i ,/ / r //. OWNER ENGINEER ARCHITECT ARCH CONTRACTOR r F LD • • , ACT: DATE: BUILDING DEPT SUPPLIER /- i R -o i ar by and its NAME ON OFF ST OT MILES 'This report is provided for the Information of the client only. The reproduction of this report, any method. transmittal to a third party, by any means, except in full, without the lull permission of Professional Service Industries, Inc., is prohibited.' / — S. 0 O / n✓ / .36 ' Y%► 2, �! 'This certification attests to the accuracy of the results obtained from the actual test performed and/or observations TOTAL HOURS I I tlon a ^ ^� ^t ^� Yse Z a t>»W i Information To Build On EngM M g • Consulting • Meting SEATTLE DIVISION EASTSIDE DIVISION TACOMA DIVISION PORTLAND DIVISION (206) 282.0666 FAX (206) 282 -0710 (425) 483.4244 FAX (425) 485 -1611 (253) 589.1801 FAX (253)589-2136 FIELD REPORT made wilhin the defined scope of the work. Certltication shall not be construed to represent n , �, o p acceptance of other associated work or a warranty of design or workability of the specification requirements' Certified Report by Professional Service Industries �� /of FR ' 998 1 W.O. SPOKANE DIVISION 1533.3571 FAX (509) 535.1267 PENINSULA DIVISION (503) 254.8418 FAX (503) 252- 8 360) 297.8821 FAX (360) 297.8828 DATE FiR OJECTf 10. P,661$ #! i/ r i zG 1, r) ,7 �r AlrallIMMIONILMOM , CND % CONTR t R ' .:04 Jp 22 ( . Dale 6 U 0 W = J I_ w o g co = v, F .. w. Z° M D. i0 N ' . U LL H; w Z • U T. 1-: F" z c c s * 1 -Vi ' 7 ✓ et r ( . r r A a� -e ■t /, i - ,', r G/2 r,e..- Jn/ ( i t'rr.L L. 4 ,r ea v /. t -t A Q- "L $ ] , y /� ,24 eeor 1(f ei AY 7 4 af- An #_,41.-G de, e L i • W , 9 emA/ f .r1-GLr1 , ./ � . / f AP 9 Ai} /y. / t 0 • /.o $11-95 /.s lati S l.G( i , L--r 6 . Y► O ) e _e.") EQUIPMENT IDENTIFICATION AND SINN: n/4 COPIES TO: MAILED: r IN PECTOR: I DA / / / Z����� % %j�/ TP M DA P P. g n r , , ee // P R /t %/j /, / G �/ ;,//4/. '. - e : t-.( / / /. // �/ O�ONF,(�/9 //. l i, %y/'7�; //,: i / /� s2' .G[ OWNER ENGINEER ARCHITECT CONTRALTO BUILDING DEP SUPPLIER ELD CONTACT: DATE: ,v,�v" liCl lL - 0! ! 'This report is provided for the Information of the client only. The reproduction is report, by any method. and Its NAME ON OFF ST OT MILES transmittal to a third party, by any means, except In full, without the lull permission of Professional Service Industries, Inc., Is prohibited' 'This to the -- — /Z : F z:30 / - certification attests accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or TOTAL HOURS 2. Mai Information To Build E SEATTLE DIVISION EASTSIDE DIVISION (206) 282.0666 FAX (206) 282 -0710 (425) 485.4244 FAX (425) 485.4611 L/ TACOMA DIVISION PORTLAND DIVISION (253) 589.1804 FAX (253)589.2136 (503)254.8418 FAX (503) 252. FR 9993 SPOKANE DIVISION (5091 535.3571 FAX (509)535.1267 PENINSULA DIVISION (360) 297.8821 FAX (360) 297.8828 e. '" 7 €t'( nc.,. Pi3OJECTNOG %7vl -0 DATE / - /G - O I�7 A #ti Je ttG,, Ail, , 0.% %' _7 �1 J.7 ► / /�;/lntl / ', 33''1 �, q,.,Fr,... AID. 4.1 Am / 1 84Z" �/ FIELD REPORT acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries Date r eFTritlr:/tyrsNbCtC.?S i?S!t4 IVMPty!tttr4M471 ,3,q Irxr,»M,t?M'W,,,'"N x+TM11%{1, scuwY...r 9.4VACr xa• «z `ate» ,.∎• ∎...cx:sc Jrnriz *rr rr•e�,w .•., � 2 rr x rn.C en•avn fi^aiVitYY MtiOS. ae; On „niC. i✓ 7/L J' / t Q J. ti /41.d1.r.t (A ..i .....4.-40 ..) A/to 44424 tom/ d e aL ev- i,i e, ....Am rt ► ` .at- A/ Leri/ — L lGre _ _ _ - — - 1. / u/ G , 1�iLSo/7 - e rads 4 6itte6/1 - tc 1‘ 1- a •i - /, /L J / i i r1 / Is& v Z�f, s .t�et0/��a, e ,2M/ X. / AC 9 � c /,./.. i - /6 , ,a/..Id =' /HG CA.4 edeed I ( 4 i4Ait/ i.eev A-_ if � 3'1 /mot v - it A, / /G L,4Ifi. Gt/t/�ir 6 /.c. G0/� - r4.P1 i) g . � 4 sus 7A,r1 5 tl-,1". I41) J se) T,t,4/. V EQUIPMENT IDENTIFICATION AND SIN #: 44 COPIES TO: 1 MAILED: 1 INSPECTOR:1 DATE: .40.00 - 00 F / /r % ��j' /. / e / % ; %.Y ' ' "� t i / ��A OKICONF R I /�% ` `" / — OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER Fl LD CONTACT: DATE: � ^ his report is provided for the Information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in full, without the lull permission of Professional Service Industries, Inc., is prohibited' 'This NAME ON OFF ST OT MILES .JAZ. _ _ __.— ��_;. i_- -- � ,t,L_ z: 3 0 'y. 3 EA certification attests to the accuracy of the results obtained from the actual test ormed and/or observations ped made within the defined scope of the work. Certification shall not be construed to represent In Inspection, approval or TOTAL. HOURS MSli Information En mod T om » Build SEATTLE DIVISION (206) 282-0666 FAX (206) 282 -0710 EASTSIDE DIVISION (425) 485 -4244 FAX (425) 483.4611 TACOMA DIVISION FIELD REPORT acceptance of other associated work or a warranty of design or workability of the specification requirements' . 1. 1n' dN Wa1Or! rr " r.,Ffr:rrht, ,srt*Arr vmr�vrvr. rweiry W ,lr..yo , PORTLAND DIVISION (253) 589.1804 FAX (253)589.2136 (503) 254.8418 FAX (503) 252-5 acv / f�- FR 9992 6 SPOKANE: DIVISION 091535.3571 FAX (509)5.35.1267 PENINSULA DIVISION (360)297.8821 FAX (3601297.8828 IMOJE C NO: . .. - , - DATE , T;c G . % „E 19 a•? r 1" Certified Report by F2�2 �'� Professional Service Industries Date . �:_ 1��^ 5: .�6'rn�,gr}nnrs'!�.Y:%.2Yr:y�v� : ��tr^ �+ R' �° aT r.? m? :�!'F'N7l!!44�Y(t�M71:°f♦+n�+r� 0,i `I c t(. 0 r -l/i 'If l�[ tI H /P. / (l.iir, A.144 /.rsiiiil"/ f P 1 /441 Pt/ d P•di /'.1/YI/f GG .74%0 r1.o/A , AI 1Gt&d. /1,„>.cj ,-)e 44d11U 1,/ 4/441 E iii.rean Lt n Ae Ih 1j , ft». w /2/+ G//Gjt V yd. f• /, /5 i� •-/(3,...), e li P..L 2- G d 3a-� J ! ✓'fir), t A to /" N/ I�� /.L/C/ J �C.riJr/./ t►� • � �i Ai S � / Q" i �� i1 � / i d lird4)f e, /7 A. 9 F. I is , Pi, i to /L, r it4/ K;m 4"ryr+ s i , /a-11,,, �Gc s a.. zrc, cf.-/t/ f 0 z/ Cllr/ - 1 /, 3 F7 t 5 , pi o &di . r EQUIPMENT IDENTIFICATION AND S/N #: fl/,, COPIES TO: I MAILED: IN PECTOR:j DATE:. _%_/�4f - /���/ ITEMS,1NSP ' . . , % /.P // p / /� //' • i /7/�� :. '� /�; / { /, i / 0 / NF. R IN 7. ' ,'.//: /./ ///4 ./ / ./,/ / /,. . / . C 4 /1 / L2�(�fi� G / I� ! G/ OWNER ENGINEER ARCHITECT CONTRACTO DEP SUPPLIER IELD CONT • CT: DATE: �. qr I l - /S -o 1 _ BUILDING u 'This report is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except In full, without the full permission of Professional Service Industries, Inc., is prohibited' *This to the from NAME ON OFF ST OT MILES /�� i1 `, ?i 3.30 .? •! GD certification attests accuracy of the results obtained the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection. approval or TOTAL HOURS 3 11"1""aa'n Information MCI= To Build On Engin.. ing • Consulting • Woofing TACOMA DIVISION PORTLAND DIVISION\ (253) 589.1804 FAX (253)589.2136 (503) 254.8418 FAX (503) 252.5 Irrk . EN I ERai 00 fl gi ,),3A e • AP SEATTLE DIVISION EASTSIDE DIVISION (206) 282.0666 FAX (206) 282 -0710 (425) 485.4244 FAX (425) 485.4611 acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries I IFITIVE MI 9ITAMMI 4;IVA41.1 7P VH 172:axr1'r_,`."eer},!"rq^:.m terE^ ?, ^nsrn FIELD REPORT FR 9990 SPOKANE DIVISION (5091535.3571 FAX (509)535.1267 PENINSULA DIVISION (360) 297-8821 FAX (360) 297.8828 _ / DATE _ Date JA" ?? ',mill ,,. „ „,,00. :,e.. aae.»..r• +ar`rq aw7nF:nK°M1OVV. aE,S,aM'+M:WINT; NIP/ % j � � fr „a :. 4Y L T' I C 1 ^.f7TWfl W ' , . � �� , , . '% 70. ' i �•• •• d ... w. _a, -w., , - nn \F., _7,•Ml• - — , .s- 'ATE,- : -. - . i ', . , C . T - RESSION TEST RESULTS SAMPLE I.D. SIZE AREA (SO IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LBS. P.S.I. x / ti A 9 i s'_a t 7 ri.9 042 Li 6 l 0 3 F} ti ) 2-/$.,l 2. 2 -!SDI 2R V 4'. SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NEO CAP OTHER IN ACCORDANCE WITH: ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM C -31 C- 143I[i C-172 1Z1 C-2310 C- 10641/1 C -397 C -1231, 0 TIME, TEMP. & L :'YS • DATE MIXING • DESIGN SAMPLE WEATHER Cr/K11fy led?) CAST 1— b I 0 -- 0 / PLANT STRENGTH F ' 0 TYPE /3/14‘41.122 PROPORTIONS: CEMENT C'SE AGG. FINE AGG. WATER ADDED ADMIXTURE ADMIXTURE ADMIXTURE r ugh) /390 ?4 0 ./4.2, H C. -. 5 TYPE OF CEMENT -L ' CONC. TEMP. .51 S SLUMP Ati ins. AIR 41 0" % QUANTITY/ 0 ' / 0 Cu. Yd. TRUCK 0 dc ' i TICKET 0 S3 t. 4 "la/ SUPER PLASTICIZED SLUMP 44 / MIX • O4A/0 6 POUR LOCATION AND NOTES: DATE RECEIVED: L — / la .4 e i . /I /4 _ 1 • f 1 Lit- 4 19 4 11 EQUIPMENT IDENTIFICATION AND S/N#: ,CTG • ' S0 3g COPIES TO: MAILED: IN PECTOR: DATE: % ! %'l % / // ; � � /i �, . - , (.. r ►:� , / 4J� i ; " " ��' "' l � 6 OWNER ENGINEER ARCHITECT •— CONTRACTOR BUILDING DEPT. SUPPLIER a • Q ONTACT: DATE 2 �� . - I / 'Th Mils report is provided for the information o1 the client only. The reproduction of this report, by any method, and its transmittal to a Ihkd party, by any means, except In full, without the full permission of Professional Service Industries, Inc., Is prohibited.' 'This certification attests to the accuracy of the results obtained from the test NAME ON OFF ST OT MILES - actual performed and/or observations made within the dented scope oI the work. Certification shall not be construed to represent in inspection, approval or TOTAL HOURS - str s*� �i Information r To Build On Enggnoodng • Consulting • TIRO SEATTLE DIVISION EASTSIDE I IMSION (206) 2524666 PAX (206) 242.0710 (423) 4115.1244 FAX (425) 4154611 acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries ��aa L . ,, y `Cp' ?OLfl ,.',,, TA COMA DIVISI000111MUNr rLAND DIVISION P1ktQ tl�ti%" �3' Pr9Y�? M! �* 2! m.{ n; ?' srro�'!+ x'. eMa' taua+, a+ en;�r:.r_ n. YS �.�. ..,r..............,,w. ..., �a 2 CR 11159 SPOKANE DIVISION 535.3571 FAX (509) 535.1267 PENINSULA DIVISION Dale z Q w �U 00 co o . W = 1^ CO I,.,' w 0 u . � I- Iu z �! W W 0 ! 0 H W` Z • IL b ii = O I" z \; N , Mr �� � �1�F� )� % / �� ., ,,.: l / , . r DATE /— : 0 ! • ; ;. — ,: W.O. i� ��' i .. r ra + - /,/ /i �� a • 7 � / i ai<.. � C. C • - ESSION TEST RESULTS SAMPLE I.D. SIZE AREA (SCl IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH A CHECKED LBS. P.S.I. G 7 13 4 S4 0 �1 9 0 M4 C R z!r -ai 2 e G 2.-/S" -o ! ,/, SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NEO CAP OTHER IN ACCORDANC WITH: ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM C -31 ' C -143 C -172 C -231 C - 1064 4 C - 39 p1 C - 1231 0 TIME, TEMP. rat 7 ,j . ni . DATE / p MIXING ' DESIGN SAMPLE WEATHER CAST ��! a �G PLANT / /!� STRENGTH F GjGQD TYPE ��f�G PROPORTION CEMENT C'SE AGG. FINE AGG. WATER ADDED ADMIXTURE ADMIXTURE ADMIXTURE 3 5Z ) /760 /SYo & %�l,- 33QZ_ -s/L . r0 /4►•� TYPE OF CEM ENT �— '� CONC. TEMP. G 6 SLUMP ins. AIRN 'Yo QUANTITY S CU. Yd. TRUCK 1 a 9 TICKET r �T'7 G 'yG SUPER PLASTICIZED SLUMP �/� MIX O 7q6 t mt< POUR LOCATI AND NOTES: DATE RECEIVED: ��! ! U /_LRJ .. ' ' . � - / , d I /4 1 t ' •••' ,l A OriMM • ,� /.., _ . . _�_. . 4 /— / — , ,G ' 9 3 • m lei. a4 1•// EQUIPMENT IDENTIFICATION A SIN#: AC 7 9 3 R f0 COPIES 10: 1 MAILED: 1 ;. IN ECTOR J (DATE: j. er/ T/ % / / IT M / /'' OWNER ENGINEER ARCHITECT BUILDING DEPT. SUPPLIER C,7 LD DATE. , /�� , .: 4 / ._ _ CONTRACTOR, �,� / 7 / / / / j / 7 / / MU report Is provided for the Information of the client only. The reproduction of this report, by any method. and its MU transmittal to a third party, by any means, except In fun, without the ful permission of Professional Service Industries. Inc.. Is prohibited.' 'This certification attests to the accuracy of the results obtained from the actual test NAME ON OFF ST OT MILES performed and/or observations made within the defined scope of the work Certification shall not be construed to represent In Inspection, approval or TOTAL HOURS _ Ali InformatInformation /r To Build On mlEn�notwi to • Consulting • Tinning SEATTLE DIVISION EASTSIDF. DIVISION (206) 282-0666 FAX (206) 262-0710 (425)45-4244 FAX (425 ye sextif.!fi *•? of4XX NWN:fri edliNn GNU R• .?,x•,:tr� TACOMA DIVISION acceptance of other associated work or a warranty of design or workability of the specification requirements' Certified Report by Professional Service Industries rA ID,v3f3 CR 11 6 0 SPOKANE DIVISION R•T l ISp91 335.3571 FAX 13333.1267 uAL PORTLAND I / PENINSULA DIVISION 2 x (3601' Date »e.�am,nn,- t'la�'a.:.�rtax�s�' _ .:.7 'sr •,•••:�,�•,•^.a•.uz�s�arr:cz °rr •-_ r.-•., rr...,,,.. �m�., w�wrnd' fg'{-0 �.?!?, �!± t�Kr+a7 #h°�Yt�a9!'/R,'N+:fan,i, 6 0 " ,orb. 6c 7 / G rI,i. 41_1 b r / .. l d r ; # I / in .e0./...c e.✓ 6 1 i./dcd. Alen" II r P. /- /4/./. a2y1- .Z /...r /'aC bli Afee / li p/A fe to .e r� nr i'J /id d.t/ A Gi 1'4:1 r ZgA,e- c "�/ P.7 1 c • 9 Iva PA / 1 ‘... /4 . s /Q r� v .e ir. emu/ ✓ e 1' / .G/ /t( 0/.,3 Aria/ ,Pin , /1 0 �i1)i EQUIPMENT IDENTIFICATION AND S/N #: / /A COPIES TO: 1 MAILED: INS ECTOR: I 'DATE: / %% %4 �� 7 , / ITEMS* P g Tg, 'AP, ,, / � r { � ► / / / " l �/9r9/%,5)F1 I /, / �id/ OWNER ENGINEER CONTRACTOR BUILDING DEPT. )) Fl L CON T: DATE: _ ARCHITECT _SUPPLIER 'This report is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in full, without the full permission of Professional Service Industries, Inc., is prohibited' NAME ON OFF ST OT MILES / �� 4 . O o 0 :o0 3 / � GO 'This certification attests to the accuracy of the results obtained from the actual test performed and/or observations TOTAL HOURS ..,odo within this doan,.d woos nI ma wort. cadiftcauon shall not be construed to represent in inspection. approval or t., / Information r Consulting ToBuild On Enamoring • • Tooting RECEIVRO CITY OF TUKWILA JAN 1 SEATTLE DIVISION EASTSIDE DIVISION TACOMA DIVISIORERMIT L.C ,VTILORTLAND DIVISIO (206) 282-0666 FAX (206) 282-0710 (425) 4854244 FAX (425) 485-4611 (253) 589-1804 FAX (253)589.2136 (503) 254.8418 FAX (503) 252 ,a< w ' , .7e i.,� , 14/44r / p � JE ''� � A. diA/ 4 / `w�tli II % , fj_ G_ a1t' 14/4 FR 9984 SPOKANE DIVISION (509) 535.3571 FAX (509) 535-1267 PENINSULA DIVISION (360)297-8821 FAX (360) 297-8828 74/2.- D t.ii DATE,- ie - of -i✓ �% ��; 2IJOO .,? W.O. '/710 f� % j ..�cf�✓�1�. !t/.o E[031E % / / < » 7lf_t 6 0 ( *3 ./ FIELD REPORT acceptance of other associated work or a warranty of design or workability of the specification requirements' Certified Report by ----> Professional Service Industries tee— Date tr „ 1 5')ef1 co o W F ; N u. W 0 ! co O � z � Z 0 ul U O' O O H` w 0 . Ii Z v N, 0 z On t r re.,`" ))/.:TA- jtt-GtG /�.e1.11 4.1Z" en c�,.e r.✓. .1 z ' Z iii 4-t,.. ./e24:. 0- 9 ' A:2+v .1 41 A Q At/ /. z y / fP)..) 4' / . i f .4-k >L . A - i, / b . o. . /rids � y.h ;/ !. / AM/ 1 ' fv A 9 4,1oil w"✓ 2. ir PA, I �— PoA rill S , t; .C,.,o eG c . t./1. !A) 0 t1iJ. EQUIPMENT IDENTIFICATION AND SMN: n /of COPIES TO: 1 MAILED: 1 IN ECTOR: I DATE: 'ITEMS; 0 :',/ �� % /���/� %f% N P'' . ' = / % /���� ' / %/ ' j ',' o c $: j%/ j� / / /./ /,7 / � // OIL ONF R ��� axiAA //� OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER FI LD CONTACT: I DATE: , _ , � 'This report is provided for the Information of the client only. The reproduction of this report, by any method. and its transmittal to a third party, by any means, except In full, without the full permission of Professional Service Industries, Inc., Is prohibited' 'This certification to the the from NAME ON OFF ST OT MILES a :Do 8, Co / / 40 attests accuracy of results obtained the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent In inspection, approval or TOTAL HOURS / i Information / To Build On Enpbr..►b g • Consulting • 77rftlnp SEATTLE DIVISION EASTSIDE DIVISION (206) 282.0666 FAX (206) 282-0710 (425) 485.1244 FAX (425) 485-4611 (253) 589.1803 FAX (253)589.2136 Certified Report by TACOMA DIVISION FIELD REPORT acceptance of other associated work or a warranty of design or workability of the specification requirements.' PORTLAND DIVISION zG / ■'Z FR. 9979 SPOKANE DIVISION (5091535.3571 FAX (5091535.1267 PENINSULA DIVISION (503) 254.8418 FAX (503) 252.5:? (360) 297.8821 FAX (360) 297.8828 JAN 15 ?.O+i Professional Service Industries Date ��KV �r�i: ,�'�y�y_.�"Cirn't�:k'arocn!nq�, war: �uww,; � r.,. �+ ry. n�.�.«..nr•..r.«r+..rom�v�+en.v; .a.: r�•. �n+ snvrm+ mtiaxnn�r�+ At?ist�.. wPSRYZ�Y'.+�"rdR�?R� z Ce V 00 o,w w � i ° w o z U.1 ui U IQ o - O 1- ! W W '. • V • O ui z' C7AJ 4 I r —.4 J /A/A1 /wSei An p' A C. r. TV'ni, L � t r/ /�� ! Ill Airyz 'i A 2 d /1 ' / t - cd. (/, f/ � , 0,18./ i . CJ 17r(( in J;A• 4, 4 !✓� A!,t ., . G I L . .. • 'rl Z i 6 rye; s ,d. A141.1 Z fa i a_r "I. , 11 4 i , ,f.,.s, t d • ... EQUIPMENT IDENTIFICATION AND SM #: COPIES TO: I MAILED: I INS ECTOR: I DATE: j % o% %o Gie , / /. l ' / f //,/, i /j .' � . / : o' , j !4, , ] / OIyC N F I / I � i � r9'�,i, // , /� 'l � OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER F LD CONTACT: DATE: 1- lid/ - : - 'This report Is provided for the information of the client only. The reproduction of thls report, by any method, and Its transmittal to a third party, by any means, except In full, without the full permission of Professional Service Industries, Inc., Is prohibited' 'This to the from NAME ON OFF ST OT MILES ✓ P OQ /o ; a G .2- certification attests accuracy of the results obtained the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent In inspection, approval or TOTAL HOURS .2 �+ � i Information � ~ ,a,g • r c g • rusting FR 9978 IELD REPORT SEATTLE DIVISION (206) 282.0666 FAX (206) 282 -0710 EASTSIDE DIVISION TACOMA DIVISION PORTLAND DIVISI PENINSULA DIVISION (425) 4854244 FAX (425) 4854611 (253) 589.1804 FAX (253)589.2136 ir (503) 254.8418 FAX (303) 2S 2608 / 1360) 297 -8821 FAX (360) 297.8828 acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by ' 1 5 2 Professional Service Industries — Dale ;OM It a AMMIOVOINOKM VI .t Cl! f?r t*M eft ?ypa<1tre AV '"tM.S Mit ykmtrvr «A:.tosn65yymr .!^ >.,.z«.«.ww,.punt.a,NC.Re.vrm1 E "m`t'�»**�'�"r?im.�een* 19 ' SPOKANE DIVISION 15091535.3571 FAX (509) 535-1267 DATE /- To InfBonna��uild on n Engir rIng • Cens reOng • 7rwtlna 14109 E. Sprague Ave., Ste. 9 • Spokane WA 99216 (509) 921 -0900 • Fax (509) 921 -5649 'rafe,G nal Service, industri8 RECEIVED INSPECTION REPORT I 1 . % 2001 FIELD REPORT SEATTLE OFFICE TACOMA OFFICE (206) 282 -0666 • Fax (206) 282 -0710 53) 589 -1804 • Fax (253) 589-2136 PORTLAND OFFICE (503) 289 -1778 • Fax (503) 289 -1918 CLIENT CLIENT P.O. NO. PSI W.O. NO. DATE Fatigue Technology_ Attn: Kevin_ Dooley 100 Andover Park West Seattle WA 98188 December 1, 2000 PROJECT NO. PROJECT NAME ADDRESS PERMIT NO. ENGINEER ARCHITECT CONTRACTOR 742 -00211 I Report No. 5 Fatigue Technology_ _ Hayford Road, Spokane, WA D2000,2264' CNA Architecture, Inc. McCarthy Job #14507 On site at Metals Fabrication Co. A visual weld inspection was conducted in accordance with fabrication drawings and AWS D1.1 -98. Checked various parts to the bow trusses. Part number listed alphabetically. MC ME MG MK MM MN MP 10 pcs 5 pcs 10 pcs 15 pcs 6 pcs 7 pcs •8 pcs Four pieces No. 10A's inspected the plates to the base plates that were found incorrect on report #4. The repairs are made and work on these pieces meets drawing and AWS D1.1 weld size and length requirements. Welder certs were verified. EQUIPMENT ID & SN: INSPECTOR(S): Garland Baber SUPERVISOR: Tom Watson, WABO# WAT 60 9373 cc: CNA Architecture -Jeff Jeffers DCI -Roger Heeringa City of Tukwila McCarthy -Mark Peterson PSI Tacoma -Russ Bodge THIS CERTIFICATION ATTESTS TO THE ACCURACY OF THE RESULTS OBTAINED FROM THE ACTUAL TEST PERFORMED AND /OR OBSERVATIONS MADE WITHIN THE DEFINED SCOPE OF WORK. CERTIFICATION SHALL NOT BE CONSTRUED TO REPRESENT INSPECTION, APPROVAL OR ACCEPTANCE OF O THER ASSOCIATED WORK OR A WARRANTY OF DESIGN OR WORKABILITY OF THE SPECIFICATION REQUIREMENTS. FIELD CONTACT: B. E. CONFORMANCE OF WORK ALL ITEMS. INSPECTED CONFORM . ` DO NOT CONFORM TO APPROVED PLANS THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT ONLY. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD 'PARTY, BY ANY MEANS, EXCEPT IN FULL WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. IS PROHIBITED • Respectfully submitted. PROFESSIONAL SERVICE INDUSTRIES, INC. Matthew Blankenship Branch Manager h aaem 22ra . n •,. .,. Srl'. =M.Vf rL. Z..:S iV . f i0�> S,r2:r m.ves+. aen�sn.rrk�•ar+mMaMR� / esH� • w W V Q I 9 W O ` g Q N d tus p ; O •` 0I— W `, v U. t • CU O ~ Z SAMPLE I.D. TYPE GROUTED SIZE I L,W,D) AREA (SO. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED LBS. P.S.I. W / : , . 5 ► II 0 2gJ o1 20 l8 • Z(og r Z /I at 2 ,oL DESIGN n SLUMP f 111(jJ4g� MIXING PLANT sToNE��y TRUCK# 430 TICKET# 181986. V' � �• STRENGTH F 1000 GROUT CEMENT C'SE AGG.Pde (V FINE AGG. ADMIX MIX# PROPORTIONS 1 4440 112oo N20 1.75 FA 36. MORTAR CEMENT C'SE AGG. FINE AGG. ADMIX MIX# PROPORTIONS ASTM C-1064 ASTN1 C-1064 TIME & WEATHER 12)4 5 /.LoU1) ¥ MORTAR TEMP. GROUT TEMP � DATE RECEIVED 1 SAMPLED AND TESTED MORTAR GROUT PRISM OTHER IN ACCORDANCE WITH: 0 ASTM C780 0 UBC 21 -16 [ASTM C1019 UBC 21 -18 D ASTM E•447 O UBC 21 -17 M POUR LOCATION AND NOTES: TT__ 40 - 1_4 . sAu' at ,, o r I, e • 'r 8 o a1. �_ - . I 1 - _ N 1 L. ' • ,. ■ I • .• - I -- • - -carat- of * Cu tjar@.D ,. EQUIPMENT IDENTIFICATION AND Mt F T& q 5 0 3 g COPIES TO: 1 MAILED: 1 INSPECTOR J 150S tat P_ I DATE: % % %%//,� / / / / / / / / /� %// ' /�/ ITAIYISMSP ? s / %�' . ' / . ! . ..':I' "r' - '4 V)40) ' i /// . / //f / ' ! j ` Q ' _ OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER FIEL C NTACT: DATE: 1 o - 'This report Is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in full, without the full permission of Professional Service Industries, Inc., la prohibited' 'This certification attests to the accuracy et the results nhlained from the nreint ,n., ..va,.m..d ...1/..r ,.h.- ..,s,,,.... NAME ON OFF ST OT MILES - - f ';7 Information / To Build On Engln..,*,0 • Consult*, • Tostlng SEATTLE DIVISION EASTSIDE DIVISION TACOMA DIVISION (206) 282-0666 FAX (206) 282-0710 (425) 4854244 FAX (423) 483 -1611 (253) 589.1804 FAX (253)589.2136 COMPRESSION TEST RESULTS PORTLAND DIVISION MR V J .1- SPOKANE DIVISION 1509) 535.3571 FAX (509) 535.1267 PENINSULA DIVISION (303) 254.8418 FAX (503) 232.5608 (360)297.8821 FAX (360) 297.8828 made within the defined scope oI the work. Certification shall not be construed to represent In Inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements' Certified Report by Professional Service Industries t . d..ii"z a rcrrarr +eeNetwe+a MVrve.... , ,rn :.,.. •,,.,:,,. TOTAL HOURS IP . .i r(/ i , . - ._: A . - (v G� ei I nn / r. Tir7/t.Qi. /.>mM 4Ee u tr SA Ort" AAt 4r .6iJ i mot'" I '.o huh, A ,612 2qJ 422 t A �/1J /fro 4 1, ^l , /0 . 2- 4 /z • 2- Gt..7 .4. !✓t' , , q- /a, z . 7 4, l'� r»,s l fit ,A4 S /eft % 0 9s f n a &F). r ,,,,, g1.4.1 — pa..../ /a e/ a A Cr.S-, Li ti 4 * /.0"» //1/..r/ / 1a1..yy► tilt r / �J . • EQUIPMENT IDENTIFICATION AND S/NN: 44 COPIES TO 1 MAILED: 1 INS • ECTOR: 1 DATE: .W.- / //, ��f/���%�' ITEMS; NSF' Q / i" �'" ))0y ;P ; / // /I, ,, / /// ! , y , o j v /f / / ' O � � / / + -% . .) /////0/ • OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER LD CONTACT: : DATE: ' �� � •This report is provided for the Information of the client only. The reproduction of this report, by any method, and its NAME ON OFF ST OT MILES transmittal to a third a by any means, except In full, without the full P rtY. Y Y P permission of Professional Service Industries, 14f /n :40 1,30 V Inc., le prohibited' 'This certification attests to the accuracy of the results obtained from the actual test and/or observations / - performed made within the defined scope of the work. Certification shall not be construed to represent in Inspection, approval or TOTAL HOURS /t pecan In, Information On E ~ • T o n u Build SEATTLE DIVISION EASTSIDE DIVISION (206) 282-0666 FAX (206) 282 -0710 (425) 485 -0244 FAX (425) 485-4611 TACOMA DIVISION PORTLAND DIVISI (253) 589.1804 FAX (253)589.2136 (503) 254.8418 FAX (503) 25 FIELD REPORT 7 ) 01-1 2— FR 9 8 8 SPOKANE DIVISION 13091535.3571 FAX (509) 535-1267 PENINSULA DIVISION (360) 297.8821 FAX (360) 297.8828 . /GO AGM L4L12() v h4I, MA, fL..t ttli. ll cf/JJ/ es,A ,ieio q j f -D ia 6zii DATE /- - 1X /i e 13 /42400 7Y.. - 2.= 6 w.o, f 7 33/ � , , i A//, l i .// / , -" fil '4, / c4- PAp1 9QR , '(a/ acceptance of other associated work or a warranty of design or workability of the specification requirements? Certified Report by �_ JAN 1 % C�� 1 Professional Service Industries Dale r r. 7i Inf r7rmut or, �, To TS - 98 -1 SEATTLE DIVISION EASTSIDE I )IVISION (206) 282-0666 FAX (206) 282-0710 (425) 485.4244 FAX (425) 4854611 TACOMA DIVISION (253) 589.1807 FAX (253)589.2136 ESSION TEST RESULTS "110a report Is provided for the Information of the client only. The reproduction of eport, by any method, and its transmittal to a third party, by any means, except in full, without the lull permission of Professional Service Industries, Inc., Is prohibited.' 'This certification attests to the accuracy of the results obtained from the actual lest performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in Inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries PORTLAND DIVISION (503) 254.841 FAX (503) 252.5608 CR 11169 SPOKANE DIVISION (509) 533.3571 FAX (5091535.1267 PENINSULA DIVISION (360)297.8821 FAX (360) 29741828 SAMPLE I.D. 1- 2 COPIES TO: SIZE OWNER ENGINEER ARCHITECT AREA (SQ. IN.) ICC 2$, 1$ �' •'JU..Ti �o 14-d , / I9On1 p � � � ✓ / Loor,� H /idl e��,Zovdei o f A• ro /s: Z, 7 /tt ir/ * Q - I h A t /l• 7 .1., JAS EOUI ENT IDENTIFICATION ND #: ,C r CONTRACTOR BUILDING DEPT. SUPPLIER DATE TESTED /2-2Z.6e t —LZ — INSPECTOR: LD CONTACT: AGE AT TEST 7 28 c);Icitz ULTIMATE STRENGTH LBS. g 1QB'o 154440 137710 IJ t sc •c1/44 . DATE: s2/ - DATE: NAME P.S.I. 3Z(b 4110 LA SO ON OFF AL: e D 4d 3d CHECKED - J {I•� N 179 • r tie d edwia41442GW/ /Adel" _ - 0'J#i'i 3v4r✓ /S / �� r �� . /Z 2 �0 , FRACTURE TYPE SAMPLE AND TESTED IN ACCORDANCE WITH: FIELD SPECIMENS SLUMP ASTM ASTM C -31 C -143, 3 5 I • DATE MIXING C 'G/� y 7� CAST /fir /S' "O PLANT TIME, TEMP. & WEATHER Ily PROPORTIONS: CEMENT POUR LOCATION AND NOTES: s'! /B GO SAMPLING ASTM C- 1720 C'SE AGG. FINE AGG. i1 TYPE OF CEMENT t CONC. TEMP. 5-0# SLUMP TRUCK /11 TICKET IS D C 33 Yo 7 AIR ASTM C -2310 7 TEMP ASTM C-10647 BREAK ASTM C-39,[71 NEO CAP ASTM C-12310' OTHER ASTM DESIGN SAMPLE STRENGTH F '`7 60 0 TYPE �'-ryf(A/, WATER ADDED ADMIXTURE ADMIXTURE ADMIXTURE -fr Zo •Z AAbro - 6. - //'wr s ins. Al G 3 9'o QUANTITY /0 D f Z3/ Yd. SUPER PLASTICIZED SLUMP ovA MIX 1 /5740 DATE RECEIVED: /2.- /4 " 0 rid 'W e GLAZ 1/v6y. fl.l /f✓ /2 . 2 ' /G , D ~ / eett/ /R i k' ri A141 _ ITEM l� ST t? G0 OT MILES TOTAL HOURS 3 ylj JAN 15 2001 Dale Z re w 6 U 0 N W = J LL w O g Q . cf � HO Z ,- w U� 0 — CI- w H IL O ' LI Z co O I— Z �j. _ A s _ `r ., ri7 > > fd4 - .P.ROJ ,�O.a P ERMI T CV ' ' // % k w , % %/ , CHITE / / A4 . V i% � /gyp%/%; ,/ , /6i % °// ff `1 Z -oo , t DATE. .r.) I k t . /, � 4 - e � , � � j 9d , -mm F .;, a . Pa NI COMPRESSION TEST RESULTS SAMPLE I.D. SIZE AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LBS. P.S.I. Z.. Z.'s. 1.9 1 5 1 z - Z5'0 4g40 ID r 1� l � SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NEO CAP OTHER IN ACCORDANCE WITH: ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM C -31� C -143 f6 C -1722 C -231 p'' C -1064 C -390 C -1231 0 ` SAMPLE TIME, TEMP t� 0 DATE MIXING DESIGN 14a..10 E WEATHER . J • a CAST GI • D fi • C PLANT Njl L STRENGTH F C Pe A 5kNiD PROPORTIONS: CEMENT C'SE AGG. FINE AGG. WATER ADDED AD I A RE 461S(.: «C I ��a s -= ..tip AD IIX ADMIXTURE IA TYPE OF CEMENT "1QF . . it CONC. TEMP. C2 / O SLUMP L I I/ 2 - ins. AIR % QUANTITY G`Y`d. TRUCK SR �� �+ TICKET 5� CH SUPER PLASTICIZED SLUMP P fill 1 MIX ' on POUR LOCATION AND NOTES: _ ` DATE RECEIVED: • I . o y `Q j .. a - - .. - � ___ _ .- ._ :, : i ` •AIL - — Y. �� ` ` l.,...6 . v M •j J�'r��_ IMa,i ( L _ 4 . 1 M1 A vv�l,� � 12-.%......V! 0\ . hr \ 016S-g , Sc') kz, •� CI ,N2-0.- , EQUIPMENT IDENTIFICATION AND S/N4: COPIES TO: MAILED: INSPECTOJ DATE: % �� / " %�W7 /%% /��/� 9 //i i / /, / // j, /.,.. �. •' i ,; c .� y / / / / / // , �/ , 9 , , ......,, ., fi .. OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER e e e PI EL iC DATE: p . , .... 'This report (3 provided for the Information of the client only. The reproduction of this report, by any method, and its transmittal to a third parry, by any means, except in full, without the lull permission of Professional Service Industries, Inc., Is prohibited' 'This certification attests to the accuracy of the results obtained from the actual test NAME ON OFF ST OT rc [�'7I1. MILES MAea4 t 0 MIA performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent In inspection, approval or TOTAL HOURS f7Infor,natio,r IE .� To Build On Engln.« • Compiling • Tasting SEATTLE DIVISION EASTSIDF. I )IVISION (206) 282.0666 FAX (206) 282 .0710 (425) 485 -1244 FAX (425) 485 -4611 acceptance of other associated work or a warranty of design or workability of the specification requirements' Certified Report by Professional Service Industries g EMIXTIrkke tanliiii4 711.79Tq'1'YitEWfl,7VtMi .eWfiwir.Mrooknexrcrxwel ;... .•, .^,,...,:,•o, 0.75 TACOMA DIVISION PORTLAND DIVISION 2 34.8418 FAX (SO]) CR11C:30 SPOKANE DIVISION 15091535•3571 FAX 15091 535.1267 PENINSULA DIVISION Date :vox 10O i8 , 5113 00 z W ce 6 0 0 0 N 0 • LIJ Ill I w o u. El _ . z � o z uj 0 W O 0 I- = V; LL F O • Z P I 0 I- z a 1 1 ==77 . Information /r To Build On Engknee,tng • Consulting • Testing F'4rrbaE T"EC$J PROJECT ,NO PRlli�T�f�O�� / 7 �ITY / ENGINEER/,/,/ ARCHIYE,T% /< CONTRACT9R 053,04 74,2 0op11 DATE / - /5 -0/ :veto •.?.?!o w.o. 4 DCr GV A ARc*Irr,crLR04 C M✓c /nce4QT�V lies 1 4,J0000* Pi[ 64Sr SEATTLE DIVISION EASTSIDE DIVISION (2061282.0666 FAX (206) 282 -0710 (425) 485 -1244 FAX (425) 485 -4611 acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries TACOMA DIVISION (253) 589.1804 FAX (253)589.2136 FIELD REPORT PORTLAND DIVISION PENINSULA DIVISION 15031254.8418 FAX ( 503) 252.5 1360) 297-8821 FAX (360) 297.8828 FR '3602 SPOKANE DIVISION (509) 535.3571 FAX (509) 535.1267 Date 1 W' fY 2 V W w N W w g Q -d z � 1= z uj to O— 0 I- w I- w z P p OW S.rrh; Faro Epoxy DovEC pC4CE49EA✓7" 4•Ic7.Z.✓,5pOcTSOov, t.JSrAMA5ED DcD7-4 CI,E4LiW coS DrAMEriic +kr, T�S,..4ct.. OF ti3Oxy 4.un 004./.Gc5 .» 7-DP orC '441-C O'v 4,q k 1-1-16,. T,4 v 4pp¢ovtb pL.i•v5. 5pE c.rGrc.4 ds LrarE.L, EELoO: AL Ssz : i 3 / G Drk 01E2E, 7" DEPTH DowetSszE % Dr4#6rER. 4' LE'Grf) 4 ciES ccE4.JED our AV v5E OF c3PvSH ,4D 8Loc- C1E44J c.'Sz -Q& Eu"l 4rrc ,JOt ZLE. • DECEIVED 19 JAN 2001 cCOMMuNFTV.. D °VEL.omi EQUIPMENT IDENTIFICATION AND S /N #: COPIES TO MAILED: INSPE 0 . I DATE: %/% '' % / :APPR0V D Pt!A�IS � .! ` r 7''/ /�' %� %/ /'' :% %' 1/ / .NOfs)CONF9RMIN(�� 47 %j :,/ j % // , : • -IS- - OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER — Fl CONTACT: DATE::' , / This report Is provided for the Information of the client only. The reproduction of this report, by any method. and its transmittal to a third party, by any means, except In lull, without the lull permission of Professional Service Industries, Inc„ Is prohibited' 'This NAME ON OFF ST OT MILES K. Lvac N I P ' 4 :O'D 3.5 •5 '' certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or TOTAL HOURS 3,5 • 5 a 1 1 ==77 . Information /r To Build On Engknee,tng • Consulting • Testing F'4rrbaE T"EC$J PROJECT ,NO PRlli�T�f�O�� / 7 �ITY / ENGINEER/,/,/ ARCHIYE,T% /< CONTRACT9R 053,04 74,2 0op11 DATE / - /5 -0/ :veto •.?.?!o w.o. 4 DCr GV A ARc*Irr,crLR04 C M✓c /nce4QT�V lies 1 4,J0000* Pi[ 64Sr SEATTLE DIVISION EASTSIDE DIVISION (2061282.0666 FAX (206) 282 -0710 (425) 485 -1244 FAX (425) 485 -4611 acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries TACOMA DIVISION (253) 589.1804 FAX (253)589.2136 FIELD REPORT PORTLAND DIVISION PENINSULA DIVISION 15031254.8418 FAX ( 503) 252.5 1360) 297-8821 FAX (360) 297.8828 FR '3602 SPOKANE DIVISION (509) 535.3571 FAX (509) 535.1267 Date 1 W' fY 2 V W w N W w g Q -d z � 1= z uj to O— 0 I- w I- w z P p *7, / /�� �% j�j /� / " , i �j i W �� �, / i 7 6 J E 776c#1 P NO''i 74P- �a+ DATE / -/b -0 / 4'v — Douai: P4Rd J6 r PEERMT:NOj /,/ 0,711'; i " ENd1NEE6t /, 9ACHIT EECT" CgNTT RA A , - �•G.� w.o. NW'? JI��TTLE VA 4 8/88 TvK�Lc4j par Ma. L�EJt tJ �7ovc,�y C�/A 4ggh'tr crs In C4F¢r i f A+rs& T4.GN ko/ A 4)aaaR P,II S.4.6.7 M = i Information ccw,� To Bu �. 'r' w � o ,. il T d On Tooting SEATTLE DIVISION EASTSIDE DIVISION (206) 282.0666 FAX (206) 282.0710 (425) 485 -1244 FAX (425) 485 -4611 TACOMA DIVISION (253)589.1804 FAX (253)589.2136 FIELD REPORT acceptance of other associated work or a warranty of design or workability DI the specification requirements.' Certified Report by Professional Service Industries FR 1J743 SPOKANE DIVISION 15091535.3571 FAX (509)535.1267 PENINSULA DIVISION 60 (3601297.8821 FA � PORTLAND DIVISION (503) 254.8418 FAX (503) 252.560 FAX (3601297 88_8 Date • �f• 1 IY 0 Q. rn CO LU J WO Cy Z � I- O Z I- u i C') 0 O N 0 W W H2 . uJ c V N 0 ©^ 4rrE Fog G¢oor pcsacEmAAvr ,J7 C NU) t.J4 (.( , WX7g'J 55f • GQoor p.A.c r7E.ur Z'.iro Cm(' t4A-cL OA/ 6xrD LrNE c.3 -4.9x /(o gar) LXF7'. &lour rnsc.S 4Al.CC04ccy CD•vsecX 1-PED 4.i1 p .kca•D B ' UU6 (PC Pvii■P Ra -6ro6L r4'J AppPoJ4D Pt .S, EQUIPMENT IDENTIFICATION AND S /N #: COPIES TO: 1 MAILED: 1 INSPE TO: . DATE: ;'! n. : - :' % ���� %/% ITEMS'INSPOTgPA . - , ; /' • • • , • a - f �j • //,',"/ 2v2;/.,% /,/- / /// /� %'i,; O CONF9RMI �� OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER Fl / 4 CONTACT: I DATE: ill :� / �� ,.:/,,������ %ii, /. ,,: This report Is provided for the Information of the client only. The reproduction of this report. by any method, and its transmittal to a third party, by any means, except In full, without the full permission of Professional Service Industries, Inc., Is prohibited.' NAME ON OFF ST OT MILES 11 , ( /,/ 7.3 0 11:30 Li 0 G O 'This certification attests to the accuracy of the results obtained from the actual lest performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent In Inspection, approval or TOTAL HOURS u '7 0 M = i Information ccw,� To Bu �. 'r' w � o ,. il T d On Tooting SEATTLE DIVISION EASTSIDE DIVISION (206) 282.0666 FAX (206) 282.0710 (425) 485 -1244 FAX (425) 485 -4611 TACOMA DIVISION (253)589.1804 FAX (253)589.2136 FIELD REPORT acceptance of other associated work or a warranty of design or workability DI the specification requirements.' Certified Report by Professional Service Industries FR 1J743 SPOKANE DIVISION 15091535.3571 FAX (509)535.1267 PENINSULA DIVISION 60 (3601297.8821 FA � PORTLAND DIVISION (503) 254.8418 FAX (503) 252.560 FAX (3601297 88_8 Date • �f• 1 IY 0 Q. rn CO LU J WO Cy Z � I- O Z I- u i C') 0 O N 0 W W H2 . uJ c V N 0 rM _ i Informattol r' To Build On Swimming ing • Consulting • 'limiting SEATTLE DIVISION EASTSIDE DIVISION (206) 282-0666 FAX (206) 2820710 ( 485 -1244 FAX (423) 48 TACOMA DIVISION work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries TS - 98.1 arywortorpootimmorimmonwr4emmeuml,, 31: n" 1- Rn? 9xurass' i! N' r."!,.^ cr. i?` r X1:,"'`"....`ilcatmnn!,yiwYnm tsr«F.;y- .MO �,nxi.: xee;.rr41yt7M5+1'!°�r?b' MR 0 16 . 8 3(91535.3571 FAX (509) 535.1267 PORTLAND DIVISION v " PENINSULA DIVISION Date .� r...a °�•� . 1a4.11.34•e4I FAX (SW) 2.12 � (360) 297.182I FAX (360) 297.8828 , %/ j /` • � �; /ir �,', L� , P �i� IO j DATE _ _ , , i / �i rr Zt' , : WORK ORDER NE E / / 2) G� /, j SAMPLE I.D. TYPE V GROUTED SIZE ( L,W,D) • • • - ESSION AREA (SQ. IN.) TEST DATE TESTED RESULTS AGE AT TEST ULTIMATE STRENGTH CHECKED LBS. P.S.I. p4c: �✓ , y f g>< . x _ slo• tS ,. - 2s - -d0 _ 7 1 4.5'60 1 Lt I 0 N ,r 7.5 —, -, 2; /d'1(0 0 In SO ,\ 3E-E G w 26. 1-/s .2-k ich.ve .d t 1QO J N , SLUMP rr�� // /r /TL DESIGN 43 4 ASTM C•114.J MIXING PLANT, ill „4/ At" TRUCK# 34 TICKET# /g©f Sv ASQ(f't M STRENGTH F GROUT CEMENT C'SE AGG. FINE AGG. ADMIX MIX# X00 U - 1/0/A---7 PROPORTIONS 700 1 4.10 H/A_ 70 3 t- 2 .2.2, • 0 GRAM/ CEMENT C'SE AGG. FINE AGG. ADMIX MIX# PROPORTIONS rivol . )01.44 wf f. 40.. 0 ASTM C -1064 44 7... ASTM C -1064 0 TIME & WEATHER 9 :15 AAi 64let)GI, 'Y/ MORTAR TEMP. GROUT TEMP. S DATE RECEIVED /2 .-O SAMPLED AND TESTED MORTAR \/ GROUT PRISM OTHER IN ACCORDANCE WITH: ❑ ASTM C780 M UBC 21-16 0 ASTM C1019 ❑ UBC 21 -18 Q(ASTM E -447 jzi UBC 21 -17 0 POUR LOCATION AND NOTES: :. - E..:_ 4 .:._ a • .AM „ ; . feet” / Ny if/ / ' . . 4 ! 4 • .- II . - A .- 0.34 �.. 4 y! . 1 / ' Lt - ' , ,► • • a _ /• / n✓ - ale A,., • EQUIPMENT IDENTIFICATION AND S/N #: ,rE9sa 3 8 COPIES TO: MAILED: INSPECTOR: DATE: %%/%//� % / /� ;ITE' . SPEc •. 'q PT, s! / / ; �� ' / j� / �� � -: ,'•' 6 ' ;; " , 4 % / / / / /� / /� /// NF Mj � ii / '��,. / / i! , iz / �� :. _ / 8 _ / 0 0 r--- OWNER ENGINEER ARCHITECT CONTRACT. ' i LDCO DATE: �— BUILDING DE • T. , .. \..�l�a:.�r� /Z -/8-U 0 SUPPLIER — This report is provided for the information of the client only. The reproduction o this report, by any method, and its NAME ON OFF ST OT MILES transmittal to a third party, by any means, except in lull, without the full permission of Professional Service Industries, Inc., Is prohibited' This certification attests to the accuracy of the results obtained from the actual test performed and/or observations 0/ 7:4)0 //: 30 !�(I ` .- ✓ made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or TOTAL HOURS 'Y 4.. rM _ i Informattol r' To Build On Swimming ing • Consulting • 'limiting SEATTLE DIVISION EASTSIDE DIVISION (206) 282-0666 FAX (206) 2820710 ( 485 -1244 FAX (423) 48 TACOMA DIVISION work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries TS - 98.1 arywortorpootimmorimmonwr4emmeuml,, 31: n" 1- Rn? 9xurass' i! N' r."!,.^ cr. i?` r X1:,"'`"....`ilcatmnn!,yiwYnm tsr«F.;y- .MO �,nxi.: xee;.rr41yt7M5+1'!°�r?b' MR 0 16 . 8 3(91535.3571 FAX (509) 535.1267 PORTLAND DIVISION v " PENINSULA DIVISION Date I E , 1 � T %%77 A l E ' ss" /� / , % ��i ( , - cH • •^e �' rc , -t TiJc. PROJECTNO ", PE� /,%/' C,T% j/ % E EV ER ' , C H I T EC T /' '; C RWCIP /% PRjSr 742 -c:32i t DATE t ►ZS i 1 % oO 4� ��1�, � c .�� �d✓ ' '�aop- �22':co:; o X17 7 ivticv.�� ALA cd as 7 d'r- A -0>,/�.- I l. Gs i.... ALr.7 k Gn ►JSot,.1AL . l Ma- u w �r��G.r G t..1 tic t 4 'ao 7 Mc. A.Q. c t 4 �,,( ,, , A�T��c .. "7".=t- l r.r�]c��r ice_ SC�1 atJ��,(' -Nc • / a i Information rei To Build On Enpllrwtir,Ang • Consulting • lHthg SEATTLE DIVISION EASTSIDE DIVISION • (206) 282.0666 FAX (206) 282-0710 (425) 4854244 FAX (425) 4854611 acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries TACOMA DIVISION (253) 589.1801 FAX (253)589.2136 FIELD REPORT PORTLAND DIVISIO FR 9` SPOKANE DIVISION ee 150915353571 FAX (509) 535.1 1 PENINSULA DIVISION (503) 254.8418 FAX (503) 2 -560k ' (360) 297.8821 FAt( (360) 297`8828 Date JAM 2 5 'JJ 5 L c7rJ S k G ; O .1- l,.} s �=S ccL_ (LD C" v t,0A L-L , ek m v lJ k. ..... C.'a-4-.) v ( " M O..) s ; 4,..:**- 1 O,. Co'Cz ct, - I. I t vv‘ Is, - I0+- \ 5 ._ ��.gccMoz.,0 WAS F az::.M 1.0 (-0 - b ' T \ . 0- LL) - CiQ , >. o MAz vs �?.00� t_1 ...) :_=. . as 7 d'r- A -0>,/�.- I l. Gs i.... ALr.7 k Gn ►JSot,.1AL . ..ta -L- lr Ac. ZC C-LA I.-.)C-C' ) As t��-� At o.t�7 " P " . . O , r � G ; • r CJ r r 3 M r P ! . - S • S - I t ) e t ZtG- l K.) Cvly rc - & \ ‘ '/ RECEIVED JAN 31 ?nm C i T 1� EQUIPMENT IDENTIFICATION AND SIN#: DEVI I,.O 15 T COPIES TO: 1 MAILED: 1 INSPECTOR DATE: �� %77 0 � //� ,/,. ITEMS'INge pTED3 % j; 'APPROVpD A, • • DATE: �� `_ ( z' °I OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER FIELD CONTACT: I DATE: /%/ j ' <%, .7 •; ' '; " ,*' t r E I. _ / /�Y� ,{- . ; . %j NONCONF9RIyAlI��C��� 'This report is provided for the Information of the client only. The reproduction of this report, by any method, a its transmittal to a third party, by any means, except in full, without the lull permission of Professional Service Industries, Inc„ is prohibited' NAME ON OFF ST OT 4 $t LA.) , i�A e, a 1 'This certification attests to the accuracy of the results obtained Irom the actual test performed and/or observations .nada within the. riaannd rcnne nl the work. Ceeificaann shell not be construed to represent in inspection, approval or TOTAL HOURS / � T • / a i Information rei To Build On Enpllrwtir,Ang • Consulting • lHthg SEATTLE DIVISION EASTSIDE DIVISION • (206) 282.0666 FAX (206) 282-0710 (425) 4854244 FAX (425) 4854611 acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries TACOMA DIVISION (253) 589.1801 FAX (253)589.2136 FIELD REPORT PORTLAND DIVISIO FR 9` SPOKANE DIVISION ee 150915353571 FAX (509) 535.1 1 PENINSULA DIVISION (503) 254.8418 FAX (503) 2 -560k ' (360) 297.8821 FAt( (360) 297`8828 Date JAM 2 5 'JJ . COMPRESSION TEST RESULTS SAMPLE I.D. SIZE AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LBS. P.S.I. A lex Iz VS 10 q a l /oSjol 7 IZ% 6-00 4330 -SW ...... 8 2%.O4 el 424/01 24 r Sin 4:0 stoc O iS (1} — c, it. 0R o limiin 1 zg 15 S".510 3 b4 — n 1 H Q ■ Sc,o ra• SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NEO CAP OTHER IN ACCORDANCE WITH: ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM C -3153 C -143 El C -172 NI C -2310 C -1064 ® C-39 12a C -1231 GI 0 TIME, TEMP. & ,o DATE MIXING DESIGN SAMPLE it WEATHER • S AST / 2 / 24/ PLANT ?V1■ I'45 STRENGTH F NOOO TYPE Cowc.feke. NO E C Cti l l na t.rS PROPORTIONS: CEMENT C'�E�1GG. FINE AGG. WATER ABBET— ADMIXTURE ADMIXT E ADMIXTURE Asia m0AE q0 Nc. 6-3 5 1'10 /8, C,00 /2, 940 agS } 5 1 ion • S'D TYPE OF CEMENT 2 of IC CONC. TEMP. '7 t � 2. SLUMP ' ins AIR Ay/3 % QUANTITY /O o4 ?$ Cu. Yd. • TRUCK A 2.0 TICKET a# 53 ( 6 SUPER PLASTICIZED SLUMP wf/4 MIX # PISSA POUR LOCATION AND NOTES: DATE RECEIVED: I L/30/00 C .^co , . • • ._ .. • ... : ...... , .rte ... - 1 - 1 _ •.4;- , d• ♦ . -v\ _ ; )n ` ' ._. . _ • ` : . • r• — .1 510.04r uJa. % \t s. 1.o c.o -V.0 "s A. ZS/I -Z ' A / 1S -15.e1 LAGS. EQUIPMENT IDENTIFICATION AND S/N #: COPIES TO: 1 MAILED: 1 INSPECTOR:► (DATE: ii %� / Vi,,gn. . /'' //� / ITEMS��j,, A �; // PPR , �/1 7. % / / J` /,,,,./// � r. •' 1 ��j / i • % %%'/// Jo�w.c5 X1 %j t (24 00 OWNER ENGINEER CONTRACTOR BUILDING DEPT. FIELD CONTACT DATE: C / t j 10 D _ _ARCHITECT __SUPPLIER 'This report is provided for the Information of the client only. The reproduction of th report, by any method, and its transmittal to a third party, by any means, except In lull, without the full permission of Professional Service Industries, Inc., is prohibited' 'This NAME ON OFF ST OT MILES 1 i . CC e. f( +1- ' ?s 6 9 certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent In inspection, approval or TOTAL HOURS . Pra Information LOIL7L.1" To Build On SEATTLE DIVISION (206) 282-0666 FAX (206) 282.0710 EASTSIDE I )IVISION (425) 485 -1244 FAX (425) 485.4611 TACOMA DIVISION acceptance of other associated work or a warranty of design or workability of the specification requirements.' PORTLAND DIVISI (253) 589.1804 FAX (253)589.2136 (503) 254.8418 FAX (503) 2 TS • 98.1 - .. , AIKIrt1r e! K?t?ca re.+r«t+h evir,+,zTS'ia'+�' .ht•nr 6 ,al.p orp,:pwtht . weta• nmv pr my try u. r ,,,,, ...w- ,. • v . CR 11895 r tiO t)P. Tocl,. i ITCruT � 977/ / C6 Acroy / OJ*E RESS 5608 DATE Jz rob .a a/ 70I 742 -66 Ll/ - TuwL 1�A GNA A et.kzz-4,..N se- nte. -0 146-04 SPOKANE DIVISION (509) 535.3571 rAX (509) 535.1267 P0JAL 040 2001 (360) 297.8821 FAX (360) 297.8828 Certified Report by Professional Service Industries Date U 0 n ..t2.- / Al a In in Y,r.I - "7 f ✓(min% J t1- e ms% n p/./ t , Lam^ r%G mot l t , 'LO r�� 1 h . 2 A 14 /O IAtr r(. 7/c . C+.441 it sat/ p!-f (� 1 P.A 12& /_)/ 2'1 -L z' 0 ir gt_ e 1/ 7yctden /��'" g 81( / e» 1/Y7 MI a 1 .2.41.1 - ZaA r yi» /4 a_ LA .c%d/ /G a .ti✓ A. 7 is A. 9 ,- 2 =' A/T" " Y Q ' . .4 1 /t/ 2 ^d /9!' is /vsi r 4. 2. t►'✓ 1f- 742 A, ? / t i % M r . a / a y r , 6 Y 1 0 .? Y 1 '• 4 o - -- t bit t k 2 t4A4. 1.1 a 3 el, y ghe i red. /ail EX 11 /4 " a/ a//. & A a 1AJc?.Gf'1 -' /M .I. 6, (s, Lt./.1nc it -1.1 lev/IA1 A- ,' �..1. A v) d., ,z/,, 14. /470,v ,Z, r W.3 i 12.0 l4i U l'.i'YI 1 K . EQUIPMENT IDENTIFICATION AND SIN #: )/4 COPIES TO: 1 MAILED: 1 INS ECTOR: 1 DATE: '',//. % % IT S �I SP T Z t EM.:NS, P,gpT ?. . AP,p ED'P, N '',/ ',ASS,, % 1;%, ; % /i , //- • , 0' f ', 'e _4 � �, !/,•/ '7/, j 1 // i ; %ji ONCONF9 RI)AI � �/ , / ;,/� / �.z / OWNER OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER `/ ' ' - F LD CONTACT: I - GL A l DATE: Ci � _ _ 'This report Is provided for the Information of the client only. The reproduction oI s report, by any method, and Its transmittal to a third party, by any means, except In full, without the full permission of Professional Service Industries, Inc„ is prohibited,' 'This NAME ON OFF ST OT MILES L f , V34 n fl . a o / /'l / certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in Inspection, approval or TOTAL HOURS / / 1 4 at Information 1 ToBui � �� ti►w ` � Consulting u&g•T...ung SEATTLE DIVISION EASTSIDE DIVISION (206) 282.0666 FAX (206 282.0710 (425) 4854244 FAX (425) 485.4611 acceptance of other associated work or a warranty of design or workability oI the specilication requirements' Certified Report by TS • 88.1 A f<,a�R�S'R!3�rt?:Y2rf eC+'ttifiyFKr+'a TACOMA DIVISION (253) 589.1801 FAX (253)589.2136 IELD REPORT FR 9994 PORTLAND DIVISION (503) 254.8418 FAX (503) 252.5 SPOKANE DIVISION 15091535.3571 FAX (509) 535.1267 PENINSULA DIVISION (360) 297.8821 FAX (360) 297.8828 /DO.1il 2/IV A/ . /Tea-El/A i G4/1. i?N . ke44.,✓ o o /, . 7 9_7_1/9,7a/k41 ;� 7 00`x,/ DATE/.23 -Dt PE 1 ' ; �t�dat iii4 ..1 W.O. 'Y 7G G C �� E Eft /'' Z j 99eN( g1 %/: 4. ti ,¢- is' f O a4 IRESS • "" "`7 ,,,f Professional Service Industries Dale w ' D CD w w O; Q , u. uj d w ` Z . z O. w M ui U 0 u 0 I- w W • - LL H O , Ii Z O I.., Z n �oi �i T/it / /A-a ✓ Gei ;d /in 4 O 1� /1 rte./Ain • � 0 / dr 144,14 Gt / uS /#4 CA l / n >/_r_44%n y a / ( z j � ,rr o Adi ✓e dce, uledj 141 /4 R 0 141 4/dtA/ Cc 4-4.) C 4 IA ir e'A 12.4J24) Az, X -faG,( > 6.2- , 7 ,g LEA' 11k / A I$4 if !- v / , L fm At a/ /, :,e ,t7 /a-tL (AI /$'/ �1 (iris" y 2r1 .�1i , r ,,,,,, / Q 4 f - C /ctry, r. J. / lairs 1d / 4,4r c.: #41 1 n 6-14-7/7i-atel i t ; At. -•/. 2. R , N G, Y i4, 3 /0# 0Z/ /42.2-• 4 r i% / 0 /S ti /y9 I'/ Cpn � / , � .z. ' A, - 1, / tr .2. ? ,041-t J'cdf■ 0..c& nn t Jiore 4r N Fr c..n ace/. L RZn le.. 74 T tf- Q CG�/h s GT/� A ' ALJ ".t10l iGS '- n t G XGO ��//'r � t(J / A/a,/i/i aLe.l d. 9 , - /,/ 4" Pi, /, J 1 ✓ `� Q £ ter» s " 4 la A s C.., <, 4/( ?> /, / 'i -,i . n 6 &di , EQUIPMENT IDENTIFICATION AND S/N #: ^ v4 COPIES TO 1 MAILED: 1 IN PECTOR: 1 DATE: , ' T E M S IN SPEC E %%j ITS I�IS . DI. .A ,O D P1 A ,r S� i, % p � � i ; ' %!� r I '''.'.7/X./////// k7", i/ / . / � ..i� ONCONFORMI �� / . ' � / / /'i'. /! /, / / / '/ / //i. .�i Q.ilrr G' 0 .441 1 4 3 u OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER IELD CONTACT) DATE: .._ _ , C.-Ai-JO-4' 1-2-3- 0 / _ 'This report Is provided for the Information of the client only. The reproduction of this report, by any method. and Its transmittal to a third party, by any means, except In lull, without the lull permission of Professional Service Industries, Inc., Is prohibited' 'This NAME ON OFF ST OT MILES / Al— 8. 0 o / a , .go .� � - certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or TOTAL HOURS r ,2 y /y • Mai Information / To Build On Enab>f..ring • Consulting • hating SEATTLE DIVISION EASTSIDE DIVISION (206) 282.0666 FAX (206) 282 -0710 (425) 485-4244 FAX (425) 485 -0611 p pry'r,/,/ , / , /r4 acceptance oI other associated work or a warranty of design or workability of the specification requirements' Certified Report by Professional Service Industries TS•9 �►+G*3 €sM? r04644:+11+44rF4ilM x7 TACOMA DIVISION (253)589.1814 FAX (253)589.2136 PORTLAND DIVISION FR 10084 SPOKANE DIVISION 15091535.3571 FAX (50 535-1267 PENINSULA DIVISION (503) 254.8418 FAX 1503)252• • 8 360) 297.8821 FAX (360) 297.8828 Ja.41 - uj/ jet- , JAC.. PROJECTf10 . 74'2 - 0 D / DATE /- 23 - ai - ,' r PE : W.O. 76 G S" �' /%%%/';//,7/ ENGIINEEi j/- a G� ACHITEC�T- : CONTRACTOR PRO:r/ODAES I to Date r U'P,' «:'amt ,• rere.w .m m.,w n.rrm.«•v... rimy. ,^.a x, +awwieq.ra:wa++'k�,"47*i�KnMi+M1 :ND';Y."4in9!ATf!I P4PP;r1745.eat!7`4.r.. i z 00. NIO' N w w O. 2 g Q fa_ d _. z �.. w � uj n p. 0 O co o i w. H U o w z . - ' H O z fn If 3/e../ teun .,tee' ? 6lil ,O � Gn0 .� �1 a4 / , .o;fei L /7.4at eit-.74' V r) , L/ •J /l -vc x✓ h u.�lu c ,' 6.0114 o 1J �c�i Ai ttA ` 01./..t,c11� .41 t%G aZ lit b I/A 74 (In &Z e - X 8 it " t!-I H GL L✓R.I.G — L2o r y 1 hee 0.Ah t) dL0n� d 2.8 m Al fa X 2- an .U/ .2.A.:1- ea Lit, 0 /5r' G' Z" �Gr) 1 4) 1. t m A AC H. re, Al � e i iv x 7✓t�f 01 t, r le Par U4ICi%, 5 0 ,.,�,r1 z41, 5,v04,...G, 0 y t o �n "1,11 t laAs, c.S, 6 6 -.n. i 0 i ,, y.i . V EQUIPMENT IDENTIFICATION AND S /N #: '4 COPIES TO: 1 MAILED: 1 INS ECTOR: 1 DATE: j.�; //7 //W/00 � . / / /i / /, /� �/ ITE.MS'INS C,TE. D r.O � � �'' ' / .. , / 0 - I ' ma c i / ONCONFORMII [�'�' / //. �1:'' /.iS;i�%/' /7 // %/7/. OWNER ENGINEER ARCHITECT CONTRACTOR ILDIN DEP \ DCONTACT BU G T. SUPPLIER : 1 DATE: (L��C /- .• '/ -C / _ '?his report (8 provided for the information of the client only. The reproduction of s report, by any method. and its transmittal to a third party, by any means, except in full, without the full permission of Professional Service Industries, Inc., Is prohibited.' NAME ON OFF ST OT MILES 1 j4. l/, ? 0 2.. 3 0 ,? - / This certification attests to the accuracy of the results obtained from the actual test pedormed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or TOTAL HOURS 3 .1W .Aril Information L � .! To Build On Eg n • Consulting • Mating SEATTLE DIVISION (206)282.0666 FAX (206) 282-0710 FIELD REPORT FR 10086 SPOKANE DIVISION (509) 535.3571 FAX 15091535.1267 EASTSIDE DIVISION TACOMA DIVISION PORTLAND DIVISION W PENINSULA DIVISION (425) 485 -1244 FAX (425) 485.4611 (253) 589.180( FAX (253)589.2136 (503) 254.8418 FAX 1503) 252.5 r 8 60) 297.8821 FAX (360) 297.8828 DATE -z acceptance of other associated work or a warranty of design or workability oI the specification requirements' Certified Report by JAN Professional Service Industries Dale z w 0 g - CO W 9 _ W QQ 0 ' LL Q uJ w' z z� no o - 0 I- uJ -O ui z ~ I_ O z a .0ify : r -, /c'.fi.(et.L i,✓,',fFLh+q `• ,�cr izIn ri _ _ i i I .i . ,.. �/ . AI I � .N , raAt 'J /f �.(.l- (.0 Pi 4 /. 4' _ d 1 G i - . w .. i h . G l i 1 ' 7n &4 r) aLyn 1.i ,z- m 2• to /.Z,.-. .414, GLL YD Of - r_o m Ire, .6 epir 3�G A re T• �/R. U • S. f o h e-a ir$ Z2.4 t/1 1q /11/ h^+ 2- R 4 /.2..2_... 4n oL r o ,5 6s 6e, ✓4! 4 vl If% Gi -!U A v ,g at , .Z.i J i !+- -is I Z 2 . 7 GY1 .I L d e! AA• t/ 61 ,� 0 �! ✓ /�d7 rryn S (ah S ems; PiN r 14 0 v • EQUIPMENT IDENTIFICATION AND SIN#: 4/4- COPIES TO: MAILED: IN PECTOR: DATE: '',/%% %g, / %j� / %jR /// // % / /// l.. .' ' ; o - ' i ("74 ' ' j i j >/./x/ NE R , I / • OWNER ENGINEER ARCHITECT — CONTRACTOR BUILDING DEPT. SUPPLIER �1 �� LD CONTACT: DATE: — - C Aa j .— _ 'This report Is provided for the information of the client only. The reproduction • this report, by any method, and its transmittal to a third party, by any means, except In full, without the full permission of Professional Service Industries, Inc., is prohibited' 'This NAME ON OFF ST OT MILES /44-- ,2 : 30 y:30 certification attests to the accuracy of the results obtained from the actual lest performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or TOTAL HOURS F ai n Information / To Build On Enwlneori w • Con ulltr o • 77osting SEATTLE DIVISION EASTSIDE DIVISION TACOMA DIVISION (206) 2824)666 FAX (206) 282 -0710 (425) 485-4244 FAX (425) 4854611 (253) 589.1804 FAX (253)589.2136 acceptance of other associated work or a warranty of design or workability of the specification requirements' s'g7,`. P .M : x iprseMMI VOOVIVIW w - tir ;L.... .......� ,,, FR 10087 SPOKANE DIVISION 0091535.3571 FAX (5091535.1267 PORTLAND DIVISION ( \J V J PENINSULA DIVISION (503) 254.8418 FAX (503) 252.5 l 1360) 297.8821 FAX (3601 29741828 PROJECT N0. /- 7y.Zr D o . ...i, DATE /- 2y- pi- 4/..�cj N ,, PE IT � O , ao'- W.O. � ? '7 y i t ER • h':24//)." n 0 fi l ACHIT /� ; ✓ „, ,.,,, i < � /� rah i4-' C O R C 'F�13 �' ��i / � j iJ'� ice; / 'Y� Gil � ' ' ��kt1 i4j 1 r � � 1 if� 79*RESS y v I J 24/ FIELD REPORT Certified Report by , 5 Professional Service Industries Date • r , w (0 0 :. J w0 1Q P. ° w Z ` tU p ' U ON 0 )- w uJ V H O : w Z 0I z do in Information LIMMUI To Build On Engkwoodng • Committing • Mating SEATTLE DIVISION (206) 282-0666 FAX (206) 282.0710 EASTSIDE DIVISION (425) 485-1244 FAX (425) 485-1611 acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries HAY 2 3 coivuoui DEvELool. TACOMA DIVISION PORTLAND blkilSION (253) 589.1804 FAX (253)589.2136 (503) 254.8418 FAX (503) 252.5608 04 uoaley um' / fr 7 p 6-5/ „rec. PROJECT NW ' 7 le- 0. 00)C irrrid ITRK9TNOV/ W000- 004 w.0.6 .c-4;077- /1 . 5 "ft °, 6 rriv / /0 77,-reel/l. e 3 ; Gt,A0. /// // //, 0 c--.. E5 i9Pt 9/ C. 4' .0. 4.c - 7 i 6we 71Wweloe 441,- Flt,9090,0,Psev,ove~ez Afeee eAsi-sz RA5T3,:)1M .w e■,,,,, FIELD REPORT FR 1 1 0 4 SPOKANE DIVISION 15091535.3571 FAX (509) 535.1267 PENINSULA DIVISION (360) 297.8821 FAX (3601 297.8828 ye- e;t7-7 DATE erljw% Dale . • 9 ' • I t,I , rovivis.vsortswoonemwMirMIYAT/WRIMIMIMWertwpRI9WifAtt.traWkwrreirtfttltrofsvormtrv.rirvroww,tofferwrf"1.4em..r.tr/rlatmr.rra'mato,'"e"ww,o'i'r,WwIwArntrartISVP"Or A c...., A/5 ei/ szre / .14 74'L i2‘Z. i Lid.-2 P -W7v ■> -,€„e C7: " of A - 4/7"e/Ge c-e6 402.1.0 Z "49 -•',z.,-el 600.I;r7g- Aree,i0-0,00 EQUIPMENT IDENTIFICATION AND S/N#: COPIES TO: I MAILED: 1 - ' r2;•• — /" 4:) '/ DAT • AI '.;( ' . , . ITENIWINS,P, IADiFit' ,,.?// // i x %,• NC oNF9RM O , , 7 /4/,';'.'/72/"/,;/ Ad Awor.- OWNER ENGINEER ARCHITECT CONTRACTOR Or BUILDING DEPT. SUPPLIER TL CONTACT: 1,5 />"-- cv DATE: Al///4 'This report Is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in full, without the full permission of Professional Service Industries, Inc., Is prohibited," 'This NAME ON OFF ST OT MILES C...Prle r:.A0 dt-id ,." J certification attests to the accuracy ol the results obtained from the actual test performed andlor observations made within the defined scope of the work. Certification shall not be construed to represent In Inspection, approval or TOTAL HOURS #4, do in Information LIMMUI To Build On Engkwoodng • Committing • Mating SEATTLE DIVISION (206) 282-0666 FAX (206) 282.0710 EASTSIDE DIVISION (425) 485-1244 FAX (425) 485-1611 acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries HAY 2 3 coivuoui DEvELool. TACOMA DIVISION PORTLAND blkilSION (253) 589.1804 FAX (253)589.2136 (503) 254.8418 FAX (503) 252.5608 04 uoaley um' / fr 7 p 6-5/ „rec. PROJECT NW ' 7 le- 0. 00)C irrrid ITRK9TNOV/ W000- 004 w.0.6 .c-4;077- /1 . 5 "ft °, 6 rriv / /0 77,-reel/l. e 3 ; Gt,A0. /// // //, 0 c--.. E5 i9Pt 9/ C. 4' .0. 4.c - 7 i 6we 71Wweloe 441,- Flt,9090,0,Psev,ove~ez Afeee eAsi-sz RA5T3,:)1M .w e■,,,,, FIELD REPORT FR 1 1 0 4 SPOKANE DIVISION 15091535.3571 FAX (509) 535.1267 PENINSULA DIVISION (360) 297.8821 FAX (3601 297.8828 ye- e;t7-7 DATE erljw% Dale . • 9 ' • I t,I , rovivis.vsortswoonemwMirMIYAT/WRIMIMIMWertwpRI9WifAtt.traWkwrreirtfttltrofsvormtrv.rirvroww,tofferwrf"1.4em..r.tr/rlatmr.rra'mato,'"e"ww,o'i'r,WwIwArntrartISVP"Or — Information femff.,L1 To Build On Engln..rfipg • Consulting • Tasting SEATTLE DIVISION ❑ 3257 16T11 AVE. W, SEATTLE, WA 98101 (206) 282.0666 FAX (206) 282-0710 TACOMA DIVISION _. 1x 125 S . TACOMA WAY, s urro,,N {131' : ; TACOMA, WA 98499 %_ t'''' (253)589.1804 FAX (253)589.2136 PORTLAND DIVISION 6032. N. CUTTER CIRCLE, SUITE 481) '. 'PORTLAND, OR 97219 (503)289.1778 FAX (503)289.1918 CR 19847 SPOKANE DIVISION 19109 E. SPRAGUE, SUITE 9 SPOKANE, WA 99216 ❑ (51)9) 921.9200 FAX (509) 921.5649 CLIENT ADDRESS ATTENTION PO NO PROJE T / cu( TeCN N PROJECT NO. PERMIT NO CITY ENGINEER ARCHITECT CONTRACTOR PROJ:ADDRESS SAMPLE I.D. / COPIES TO: I MAILED: I OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER COMPRESSION TEST RESULTS /4� 0 / 7l»- 4'97/ D 5/ 0 / 2 L) ' /z14o 4 /oi This report Is provided for the Information of the client only. The reproduction of this repo , by any method, and its transmittal to a third party, by any means, except In full, without the lull permission of Professional Service Industries. Inc., Is prohibited "This certification attests to the accuracy of the results obtained from the actual test performed and /or observations INSPECTOR: I 7fic,eetAgoe,- FIELD CON CT: V • I DATE: /o7/o) DATE: 0021/ DATE5/7/o D2000 -7.262 W.O. ICI ke v vc� ('NA / R C // I NC: -Se 1 /e vv(- c Cg2,Ifiy(.'lJW' /y5o7)Be € 6 e- 40 / 14111000e-2. PAR k' �/ Turc�yaa 3 2 121 LIS LISto o J E4 J N p/ O 1 seorrd SIZE AREA (SO. IN.) DATE AGE AT ULTIMATE STRENGTH TESTED TEST LBS. P.S.I. C FRACTURE CHECKED TYPE G x / z 28.21- SAMPLE AND TESTED IN ACCORDANCE WITH: FIELD SPECIMENS ASTM C -31 TIME, TEMP. &J' WEATHER /U0046/ cif F s ovitiC( PROPORTIONS: CEMENT DATE CAST SLUMP ASTM , / C- 143170 o o7 /n SAMPLING ASTM C -172'' AIR ASTM C -231 ❑ TEMP ASTM C -1064 MIXING /�_� �,IDESIGN PLANT /y/ //438 )STRENGTHF POUR LOCATION ,� Gf BREAK ASTM C -39X OTHER ASTM NEO CAP ASTM C-1 23 SAMPLE TYPE c / yjvDees ADMIXTURE ADMIXTURE ADMIXTURE C'S FINSO W 1 DDED ( />Cr �Yl�- Sa75 {�cl 5 o ° � TYPE OF CEMENT i ' Y CONC. TEMP. [r7 SLUMP ins. AIR % OUANTIT 7/D Cu. Yd. TRUCK TICKET# () 5 1 - 3 41 .5.5 SUPER PLASTICIZED SLUMP — MIX # D �p / 0 AND NOTES: 3 �P�/� S p j'� co/wee DATE RECEIVED: a.5-/a 7/0 5 r (R) 51t N 'T 1() eer G 4-4)1) R /� J'' EQUIPMENT IDENTIFICATION AND S /N #: ' 7�z.— b /;, // / /';, ITEMS INSPECTED ro APPROVED PLANS ARE :'' CONFonmiNG NONCONFORMING ❑ made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements." Certified Report by Professional Service Industries ' d , 1 ,�A4 s I!NFs 4111V•4.5ftxt 9 -",,, 't+>.whwt ^a ;ew y^+i'"n -w", v_sr7'EtS,S=116A"S'Lr rn1xA'" .�' iaw".9..re ins ^^- -- lT -a=mat TOTAL HOURS Date z tu U. UO co o CO J F- N o u1 ci z� '. 0 Z H: 2 � C.) 0— I' H w w H V ` 0 w z '. 0— 0 1 z 06/08/01 teR1 11:03 FAX 425 861 6050 GEO ENGINEERS Geot4Engineers Fatigue Technologies, Inc. 100 Andover Park West Seattle, Washington 98188 -2868 Attention: Kevin Dooley Chief Financial Officer GeoEngineers.Inc. 8410 154th avenue N.E. Redmond. 'Redmond. WA 98052 Telephone (425) 861.6000 Fax (425) 8616050 www.geoengineers.com June 7.2001 4a ► Summary Letter Construction Observation Services Mustang L.L.C. Building Expansion 401 Andover Park East Tukwila. Washington GEI File No. 7699 - 001 -03 Permit Number 2000 -226 This letter presents a summary of construction observation services for the Mustang L.L.C. Building Expansion project at 401 Andover Park East in Tukwila, Washington. GeoEngineers previously completed geotechnical engineering services for the proposed expansion. The geotechnical engineering report for the project was submitted to Fatigue Technologies on October 27, 1999. Supplemental geotechnical recommendations in support of structural design were provided by facsimile on March 10, 2000. GeoEngineers monitored geotechnical- related construction activities intermittently between July. 5, 2000 and May 3, 2001. Our site visits are summarized in 31 daily field reports, which were previously submitted to you and the contractor, McCarthy Construction. Geotechnical inspection for the following activities was provided by GeoEngineers: • Fill placement for the building pad • Preload fill placement • Monitoring and evaluation of preload settlement • Footing subgrade preparation and evaluation for allowable bearing capacity • Slab -on -grade preparation • Pavement subgrade compaction and evaluation • Sign foundation construction v-; , rte- •r .'T` . -r •�,� f r. ; .� ..f ;F , �['?`'{^..; : .. t• � .r. Si.- h,;�.',�T ^+•:',:.:Jr J: ^� .. • r...i r�rmY•. - %•T .... .,� _..v....— . • • ?.x ; 06/08/01 FRI 11:03 FAX 425 861 6050 Fatigue Technologies, Inc. June 7, 2001 Page 2 Based on our construction observation services provided on behalf of Fatigue Technologies and summarized in Field Reports 1 through 31, it is our opinion that the geotechnical project elements were completed in general accordance with the project plans and specifications and our recommendations. We trust this letter serves your current needs. Please call if you have any questions or require additional information. IEX.P JO; /o, 1 DJC jo P:t03\Finals \769900103 SLdoc Attention: Jim Ciecko •G Respectfully submitted, GeoEngineers, Inc. Daniel J. Camp ell, P.E. Associate cc: McCarthy Construction— Fatigue Technology Project 401 Andover Park East Tukwila, Washington 98188 Fax 206-394-2397 File No. 7699.001 -03 -1130 0 003 OP / Z %JI.c.4/ I.V [/4 /,/1 .erifrl0 4 � _4l2v .f/411 /Ai L /'.n�1f�1 tip• .,4i), f. v ✓ . / teal, eN "I At Zfri AsZ 'CI% Al h ', z /.?:✓1 n /? ' (. L. 9 P.LO! t c,�_. ,p t c/4 .4 Lt tfdA fir' f.A 1,n a .4 d 14, -/re n / 4/2.1 ,4t/ / Ar twt-A.,n 4liege/ A i`,, ist.9 r /# ! t, /G .2-4 .41.. 4Si A ../1 1 I ,e 4i / ht,-, /AM Zi d r ' &J GLd� , a./1.1, ° ; 1,1 - €4./ if e e- u,1 AA/iv A/iv w Gld., f , 1,/ f f44/ 6 /A,.% ,..,e, /St. z- sr ,4..7 m /r to /G . .1aL .¢3ZS Av , ,jArh t!/ ,G /, (ic/Lr� L - 40 a t x ii i. a.><jr,j,, N el G , 1..i. -/ r7r, S 4 /r /4 rte �d� r!-e. /'.�J A(.c/•r a /, 1, .21f/..f •D G ? / / • EQUIPMENT IDENTIFICATION AND S/N #: i/A COPIES TO: 1 MAILED: INSPECTOR: I DATE: % %� %�� % % % % �� ITEMS�IN 0t i ' P OV P!" S ; / / / / ' / % / -�� - + , '' // ���o c , /./ 7�N�90y11 � • ' 9 ' : �� / u�.0 ' y lob OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEP . ELD ' NTA T: DA TE: ` SUPPLIER ' 2- /'V -0 'This report is provided for the Information of the client only. The reproduction of this report. by any method, and Its transmittal to a third party, by any means, except In lull, without the full permission oI Professional Service Industries, Inc., Is prohibited." 'This NAME ON OFF ST OT MILES . 1 ; • , 1 /1 9 2 Mill certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in Inspection, approval or TOTAL HOi1RS r , i ; Information / To Build On Enginowi g • Consulting • 7>.aM,o SEATTLE DIVISION (206) 282-0666 FAX (206) 282 -0710 EASTSIDE DIVISION (425) 485 -4244 FAX (425) 485.4611 TACOMA DIVISIOC NDDIVISION 89.1804 FAX ( r " t/ LO RM 1 FAX (503) 252.5608 (253)3 FIELD REPORT acceptance of other associated work or a warranty of design or workability of the specification requirements.' TS • 98.1 Cq �h'#'ra'T'=ih'X W,M.. Vr VIMr9Vri3O> CM.V VY rN.M1 ? �,a.•�*^.••� 9fx. P. NkNNlr 'r K ..= ...u. � w.l .� ,� RECEIVEC FR 102 9 0 MAR 2 2 2001 iTOJEJNOI/, SPOKANE DIVISION 1509) 535.3571 FAX (509) 535.1267 PENINSULA DIVISION (360) 297.8821 FAX (360) 297.8828 DATE Fi Certified Report by Professional Service Industries Date z r U O ' co cow u . _ ° I- w z �. Zo uj U 0 I- UJ 2 . w z U = '' O z Or? C -f� /is Al /wl /I/ (• /i/2 ./�1. d r) .. 4/to...Le d/ Lal G>ri., /.//Y1/') /r. 0 /kr. f.Cpi r ' r4- i/PA/i}.0 /An/ J 2,/ As- .A 0 .e %,/4..?A/ . u r.G ,‘-te2'7 L- 4 n f 1. .6 ". ." . . At — ` ' c ." " , .. - 1— . r�AN/ f p //LT 144 1 iv. v� L tlz a.r /WO/7 s 7 „:,( 7 c.ef,,,06, L//✓ 66 (/ {1 / /t• • p • (err, Vet e-4. Y n i4 4 f /41.1v f iri 4 pY — i,/ T / /•,,/ €Aha.('i e,n i A iG / A a✓!i `? in A f .' .r .dtvpf 6; 140 t'1 of 4 .ill • VG : G/? . PJ ,P-f • . Ve 0 / . , a .l . .. . . . - L. i - - aLe,77 mil' !F 9 - RECEIVED FFR f; R 2f101 - 001141141UM f DEVELOPMENT EQUIPMENT IDENTIFICATION AND S /N #: /i4' COPIES TO 1 MAILED: 1 IN PECTOR: 1 DATE: T INS PEc„0 , W 77/ TrEMS INSPT';T ..iy /, /' ' ,L'. N I� E ' ?' %�; 7' ' / %%i, i��% / , . .. jCON jORMI G %� /',, /� !jj�ONCO O G ❑ �% i //. 9/0 I OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER .r Fl L' CONT CT: - ' .u/ Vc DATE: — _ — L ►` 'This report Is provided for the information of the client only. The reproduction of this report, by any method. and Its transmittal to a third party, by any means, except In lull, without the lull permission of Professional Service Industries, Inc., Is prohibited' 'This NAME ON OFF ST OT MILES Imo, 7. a 4 . ,? U z certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent In inspection, approval or TOTAL HOURS 2i r �a� Information / To Build On £ • Consulting • rooting 7,.,:IF y !1:: s SEATTLE DIVISION EASTSIDE DIVISION (206) 282.1)666 FAX (206) 282 -0710 (425) 485 -4244 FAX (425) 485-4611 acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries o TACOMA DIVISION t !. r .' PORTLAND DIVISION (253) 589.1804 FAX (253) 89.2136 (503) 254.8418 FAX (503) 252.5608 IELD REPORT PROJECT NO ",' . PERMIT N AACHITECP : � 905 ) STOR, PAO .A►',DRE 28 6 SPOKANE DIVISION 15091535.3571 FAX (5091535.1267 PENINSULA DIVISION (360) 297-8821 FAX (360) 297.8828 .2 DATE � -- (= F{ —6 Date . 5:L VAtil Y}IS I-! ry tnI! fc" ��Ix�n�1 .M.!'3P:Ite.+cwx""0 "r.^rr.: g•ut e.,zoomItwss7 A:r rem w f11- wwvsm.o. -,m. t±aw!vsw en (7n .oLti 0✓ %'n /p ✓%r%>h /,l er e� /4uie.m444 L Zn.s , /,.tr7e ft. . , t? h 1 1 /,, ia/r .r. o • 4 , ✓h err/ in d i) 1.4i 5 5 es 3 Qm - .. -. . _ , ._ .. .4'. 9 - G. - IA' 441 /L. Loh 1i Zrul A/0..I4J Ia c,✓s'ff i /6 .' e,...4/ a L p./. . � /2<i,4-i3O re,‘ AA/ o I� -/ se A ..). }��7. -km s /�A•l c Ar J �f ,, i II EQUIPMENT IDENTIFICATION AND S/N#: h / COPIES TO: 1 MAILED: 1 IN PECTOR:1 DATE: W/%'/�%%%�f1� /A/1 ITEMs , vi ��� ' � ov0,P , / % / N 9 I � / / / /0//. '2.i// / . %P,9(; �� 9 ' %// % / / ./ /x%/14 j /12-9 /d ^ ^ OWNER ENGINEER ARCHITECT CONTRALTO BUILDING DEPT. SUPPLIER �'�� FED ONTA DATE: _ , - s . �� ' ' / -2-R -0 I This report Is provided for the Information of the client only. The reproduction of this report. by any method, and Its transmittal to a third party, by any means, except in lull, without the lull permission ol Professional Service Industries, Inc., Is prohibited.' NAME ON OFF ST OT MILES s(L� s .'.? D 7 Se 1/2 1 !�� / This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed 10 represent In Inspection, approval or TOTAL HOURS 1 4. 1 1 . - . - Information --� !� �� T � o .� B � uild On E 7 • C su • Tootling SEATTLE DIVISION EASTSIDE DIVISION (206) 282.0666 FAX (206) 282.0710 (425) 485 -4244 FAX (425) 485 -4611 acceptance of other associated work or a warranty ol design or workability of the specification requirements' Certified Report by Professional Service Industries TS - 98.1 n y .. J`a � TACOMA DIVISION ' _ (253) 589.1804 FAX (253) 89.2136' FIELD REPORT r • ; PORTLAND DIVISION (503) 254.8418 FAX (503) 252.5608 PYY�N1lH1144M^'}?flti'..NA! FR '10092 SPOKANE DIVISION (5091535.3571 FAX (5091535.1267 PENINSULA DIVISION (3601297.8821 FAX (360) 297.8828 FFr - (5%u; Date COMPRESSION TEST RESULTS SAMPLE I.D. SIZE AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LBS. P.S.I. LR., K 1 Z 2.9% 1/ I s ''1 1 ISZSo 4-tSKo J N- ei�C 17 . 2.7,1:1 eQ I (01580 54 3d ,)l�r l,12., zB.Z1- 7.8 i 6 si.t0 Si CO AO! 0 teX, 1 L AO lt) plscat'a SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NEO CAP OTHER IN ACCORDANCE WITH: ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM C -31,j C -143Z C -172 C-231 E1 C -1064 C -39' C -12314 0 TIME, TEMP 0 DATE MIXING . i .., _ DESIGN �/ 1 ' SAMPLE WEATHER . S' 'GL CAST e j 4 D R • C� j PLANT PI/Lief of STRENGTH F L e. /'DI TYPE c c PEA 5kNl PROPORTIONS: CEMENT C'SE AGG. FINE AGG. WATER ADDED ADMIX RE .,...-,,......„, 6 ADMIXTURE ADMIXTURE _ IR 1 TYPE OF CEMENT 'Tt j pP X Zr CONC. TEMP. G7 SLUMP L ( ins. AIR % QUANTITY C { Ytl. TRUCK vt) TICKET # `+ 5304 SUPER PLASTICIZED SLUMP IV /A MIX # ii-1 On POUR LOCATION AND NOTES: II DATE RECEIVED: ` l . Oq 4Q 3 ■ Lc - Fear - (of ,. P \CKLAAPr1 ()n I F j r ha. % C - 1510 a F - I �.9cA " Ia , Pt (Le._, ' .,tip:. `c--c 'Re � L• a 0A• w �_ t. �T� � �`�■. _ \ _� Sc., ^ n ^, 11 � 1 o f � . ' - vN 01ALQ i ` c ��`l1 .� l 1 L • EQUIPMENT IDENTIFICATION AND SMM: COPIES TO: I MAILED: 1 INSPECTOR: I DATE: %.- , ��� ` /////� 1 I . Ap - /,' ���� j j '�4 '"/,',6,/,'./ - A FO I , / o,, ag.� � � .} OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER _ ' �! M L"'• DATE: - D 1 ■ 6 A d l 'This report Is provided for the information oI the client only. The reproduction of this report, by any method, and Its transmittal to a third party, by any means, except in lull, without the lull permission of Professional Service Industries, Inc., is prohibited' NAME ON OFF ST OT MILES ` Q • r f�7 ���� - This certification attests to the accuracy oI the results obtained Irom the actual test performed and/or observation made within the defined scope of the work. Certification shall not be construed to represent in Inspection, approval or TOTAL HOURS t- ii Information r To Build On Consulting SEATTLE DIVISION EASTSIDE DIVISION TACOMA DIVISION (206) 282-0666 FAX (206) 282-0710 (425) 485 -4244 FAX (425) 485 -4611 (253) 589.1804 FAX (253)589.2136 acceptance of other associated work or a warranty of design or workability of the specification requirements? Certified Report by Professional Service Industries TS - 98-1 q R'MM",�lttSn FrARM ihlo r &b r;lt a aw,"nrr4rov'',nni,,,T1I MngpYrnta,rYElr?°1 ... atstrt TnzL .ell m..x _ PORTLAND DIVISION (503) 254-8418 FAX (503) 252-5608 CR 11 °50 SPOKA DIVISION ,'' NE •(509)535.3371 FAX (509)535.1267 NISION JAN (3 A D (360) 297.8828 Date 1 0 In 0 W UJ J F ' Ili O J u- < 0d z � O Z w 0 o I— W W ' O Cu z N . o z 19A A - Zr, to 1/G.JGti.L 4,1/tf4 I A 4::',2%r7 n 0 • I li 1 1 i ' & /GleY444' /'.n -nlr■24 a rLS% / Aa ADO - /_, iy) / /e1Ga! "t1 e2".4,‘ CV" r ,A .4 L4444 i.4/1.6".■ . .... I . .a r/ el"I./ /1' -ea A. ei • 7:: d .� 44.1, , -z , 4lc» . n ern e &I At " d pa- /. /t - /en ,1)t p. /Apt', 1 T t 1 ,, � !.,. GdIYr r ithi ] A ?/l� A r,, Al 2-, P. 1 to / t, 'r A i T: r1. to 7'.1. .: h.; / iEn le, Gi 41 / S! / A, / ter A,1 , /P�e o d ! . e td ir /.o Afirmf e'll 4r r,s, ,r� lard,t 151,/ G' c/�I .Di, 3 r), n AI, � / EQUIPMENT IDENTIFICATION AND S/N#: A /,q COPIES TO: I MAILED: 1 INSPECTOR: DATE: '.'4.;0' �� %� I TEMS 'INSPEPTED O j •P� OVED',Ppi s'. .% i � f/%/ / //% /,', • i ; / /// coNFoR � 1 / i / , � ' ' y. ., 0 CONF R ING : /� y' % �9j%7 z' ; Z/� A.i, - ,G,r > / a OWNER OWNER ENGINEER ARCHITECT CONTRALTO BUILDING DEP . SUPPLIER CONTACT: ELD CONTACT: I \ DATE: \ ^ 1/ 1 / \ z�i U 'This report Is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in full, without the lull permission of Professional Service Industries, Inc., is prohibited' 'This NAME ON OFF ST OT MILES /,r 9: 00 / .Z' C 0 V Ille certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in Inspection, approval or TOTAL HOURS `1 7 ear Information _' T / To Build On linginewi►p • Cons, • Mating SEATTLE DIVISION (206) 282-0666 FAX (206) 282 -0710 EASTSIDE DIVISION (425) 485.4244 FAX (425) 485 -4611 FR 10093 SPOKANE DIVISION (5091535.3571 FAX (5091535.1267 TACOMA DIVISION PORTLAND DIVISION PENINSULA DIVISION (253)589.1804 FAX (253)589.2136 (503)254.8418 FAX (503) 252.5608 (360) 2974821 FAX (360) 2974828 PlIOJECTf1O,'j/r, .. , , DATE ,/,/y �� �' ,t. ,, W.O. �� i / i 1 jEf ' -ii ,� / /.5fll, / �i IELD REPORT acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries TS• 99.1 A MnerAnnkV )frlr "'4r'tM•Yem .a r. pEF,) 7 Date -2,1:11. t11 = =1,0111:P.Y6S+a MMIL." f'xatwi+ n n'lat" 4 '0," . ""1"uror'n"1 ,017 r9ryv r 00 . N o w w w Q' = v w z w � U0 CO = w � U. iii z U _co z Fr h 12:001 r Guivimu 91 Y NJF�IE�..f��'PJIEN�' S/N EQUIPMENT IDENTIFICATION AND M: � t E 9 5�3 g COPIES TO: 1 MAILED: 1 INSPECTOR: I p WAoda_ I DATE: % % %%pf /g ' // / /, /// ITeiMs•INS / � / � 0/ ,7 / /f // , R I�l I / ' , / / /jO j 'S 4./ , " - W? / &// / . Q l OWNER ENGINEER ARCHITECT NTRACTOR CONTRACTOR BUILDING DEPT. SUPPLIER FIEL r I�r NTACT: / DATE: ' / r � 01 'This report Is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in lull, without the full permission of Professional Service Industries, Inc.. is prohibited' NAME ON OFF ST OT MILES ��' Information ! / fi � r ^^ Build On SEATTLE DIVISION EASTSIDE DIVISION (206) 282-0666 FAX (206) 282.0710 (425) 485-1244 FAX (425) 485.4611 SAMPLE I.D. W +Batt$ TYPE GROUTED SIZE ( L,W,D) AREA (SQ. IN.) DATE TESTED AGE T TEST T YES 1 I to.Set 1 5.0 1S,o• 21 ULTIMATE STRENGTH LBS. L4StlO 5_b zS0 VN SCo� Sc. P.S.I. 2480 37'x"0 7 7 ,0 CHECKED NA 3 ti SLUMP FIAUJAALA. MIXING PLANT STONE W Q A' /! GROUT CEMENT C'SE AGG. Pe& C/ PROPORTIONS 1 4 q 40 11 20 0 MORTAR CEMENT C'SE AGG. PROPORTIONS TIME & WEATHER l V4 6 [ tuuo y SAMPLED AND TESTED MORTAR IN ACCORDANCE WITH: ❑ ASTM C780 ❑ UBC 21 -16 POUR LOCATION AND NOTES: ASTM C -1064 MORTAR TEMP. TRUCK# 430 TICKET# GROUT ASTM C1019 j UBC 21 -18 Q Q, DESIGN O 1 Gb STRENGTH F 000 FINE AGG. ADMIX MIX# 120 115 FA 365 FINE AGG. ADMIX MIX# ASTM C -1064 4120 GROUT TEMP. PRISM ASTM E -447 ❑ U 8C 21 -17 DATE RECEIVED / OTHER Onl S r cog.. Rour SAM AT ToP C.ou12 E LEVCL 014 620 L,.K _ 1 'This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope oI the work. Certification shall not be construed to represent in inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements' Certified Report by Professional Service Industries TACOMA DIVISION PORTLAND DIVISION PENINSULA DIVISION (253) 589.1801 FAX (253)589.2136 (503) 254.8418 FAX 1503) 252.5608 1360) 297 -8821 FAX (360) 297.8828 PROJE� 31 DATE C�i2ra y {ES; CO PRESSION TEST RESULTS j f3 1 SPOKANE DIVISION (509) 535.3571 FAX (509) 535.1267 TOTAL HOURS lit I I Dale 4 ' 7 '4 I W v O 0 ; CO w H -. 0 g Q uj 0Q o I- w W w z U= z p+ Information To Build On EnommMp • Con •uto • ?bating SEATTLE DIVISION FASTSIDRIVISION (206)212.0666 FAX (206) 282-0710 (123) 4834211 FAX (1251 483-1611 acceptance of other associated work or a warranty of design or workability of the specification requirements' . 01 1 171111 411.1Tr5SHIettP* ?J01 TACDMA�IVISIONi 1; T PORTLAND DIVISION (233)389.1801 FAX (253)589.2136 (3031234.8418 FAX (303) 232-5608 CR 12094 Certified Report by Professional Service Industries SPOKANE DIVISION 1509) 535.3371 FAX 150915354267 PENINSULA DIVISION (360) 297.8821 FAX (360) 297.8626 - 7wZ DATE01. 31.d) .2 non - Zu, w.o. ti\ Gaf` t Date 2111L inif;Ittrwrr ,r Av.l ,ohn vpv.e.mwau7: m,[•trn ; *.nr'Y'xa��am�+? !tyirt-r.,tjovyr Fpott 1 0 0o w 0 • uJ w • O u. _ ° 1-w Z� F— O uj Z H, o 0 H: w . H H . u. O . w Z . U � 17- ~' Z COMPRESSION TEST RESULTS SAMPLE LD. SIZE AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LBS. - P.S.I. la ( I2 zif ,1} z.• I15 4 40 SO Jpi, -- •2 Z$ CO 2 n SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NEO CAP OTHER IN ACCORDANCE WITH: ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM C -3171 C•143 i C -172 j C -231' C -1064 C -39 IA C -12311e 0 TIME, TEMP. & DATE MIXING l ki DESIGN , WEATHER 9;00 /SQ' /per/; CAST b/•3 i • 01 PLANT Nk L�t6 3 STRENGTH F y6GC TYPE /G'/ll vC.4+� p OS PROPORTIONS: CEMENT i t C'SE AGG. FINE AGG. WATER ADDED ADMUAE ADMIXTURE ADMIXT / l E 5/66 / $Gc /3 90 — tO a 7oL. /6 a L I TYPE OF CEMENT _r CONC. TEMP. (5D SLUMP O ins. AIR S % QUANTITY lid OF � % Cu. Yd. / TRUCK 1 C3 $ TICKET r C25 7 G , 7 O j SUPER PLASTICIZED SLUMP A s ..# X44 F IX 00 / POUR LOCATION AND NOTES: DATE RECEIVED: C. fro 1'4 . • 1 e.1 Z • Fit) 'IA \, . MI EMU C A: 1P —MANNEM:Mir r AIVIV: \■&.. • 'AT ,111.4. 1 rrc , G.. (5 C nr wAr 31210 ,... _ C. - • P ., • • . . ompantra,..„,„1 4 Aiiirsi, . . rinszt.., tam . I 1r .. 'Ad P - / 4I1• • rfl. • EQUIPMENT IDENTIFICATION AND S/N#: A b 'p E • ` F COPIES TO: MAILED: INSP CTOR: DATE: %:! / O /, // f� � 7 / f,E /M / p . ij °' ii ' / 62 ;t / / %� j ' / /�j � � CM C // // F �u j •� " " = 6 ` V • OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER FIELD CO ACT: DATE: C A �s �,�' -. 'This report is provided for the Information oI the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except In full, without the full permission of Professional Service Industries, Inc., Is prohibited' 'This certification attests to the accuracy of the resutts obtained from the test and/or NAME ON OFF ST OT MILES r actual performed observations made within the defined scope of the work. Certification shall not be construed to represent In Inspection, approval or TOTAL HOURS _ p+ Information To Build On EnommMp • Con •uto • ?bating SEATTLE DIVISION FASTSIDRIVISION (206)212.0666 FAX (206) 282-0710 (123) 4834211 FAX (1251 483-1611 acceptance of other associated work or a warranty of design or workability of the specification requirements' . 01 1 171111 411.1Tr5SHIettP* ?J01 TACDMA�IVISIONi 1; T PORTLAND DIVISION (233)389.1801 FAX (253)589.2136 (3031234.8418 FAX (303) 232-5608 CR 12094 Certified Report by Professional Service Industries SPOKANE DIVISION 1509) 535.3371 FAX 150915354267 PENINSULA DIVISION (360) 297.8821 FAX (360) 297.8626 - 7wZ DATE01. 31.d) .2 non - Zu, w.o. ti\ Gaf` t Date 2111L inif;Ittrwrr ,r Av.l ,ohn vpv.e.mwau7: m,[•trn ; *.nr'Y'xa��am�+? !tyirt-r.,tjovyr Fpott 1 0 0o w 0 • uJ w • O u. _ ° 1-w Z� F— O uj Z H, o 0 H: w . H H . u. O . w Z . U � 17- ~' Z Information / To Build On Enginim*t • Con•umnp • Mating SEATTLE DIVISION (206) 282.0666 FAX (206) 282 -0710 j TS - 98.1 EASTSIDE DIVISION (425) 485 -1244 FAX (425) 485-4611 LOO ,ste '14&g t.Q€.e— 4114S7 J/ % %r.erov0 aii 71x4 Certified Report by Professional Service Industries tom. r'f.". _L'.� _.L':.!'�.- '+'1Y„•fxn;;o� - mgr TACOMA DIVISION (253) 589.1804 FAX (253)589.2136 FIELD REPORT acceptance of other associated work or a warranty of design or workability of the specification requirements' 8 �» PORTLAND DIVISION FR 10131 SPOKANE DIVISION (509) 535.3571 FAX (509) 535.1267 PENINSULA DIVISION (503)254.8418 FAX (503) 232-5608 (360) 297.8821 FAX (360) 297.8828 PROJECT NO:'. Z ' - 04 DATE -'- - 4 PE� j i2 S00-20 W.O.9$e /3 CITY / / / / / / / `Tv'w /lt j e e, E N G INEER / c. ,' T C S T ///, it /. X 99.,H I ,;,,, -, ,, C�ONTR%CT A! s /'-C41„ c _- ezy J'' /s/a7 Pft F,/*RESS 4 / 0,de, )94yje - $.'%7' Dale .. {7aawrN =M1=4Mwirm 4K t'+. f4 "'.• °f'frttT`f.,'/ 15111VIA PMAW1- 1t f!'ttJF>M i!`AK ltri 1IPP4; t z t � I- o; Z H. 2 o o 0 H w w. U N Z A 5-...Z". / N5 ie �d2 304/I/71/ A Yi4 //1`Stoxe)7 -0 do,/ -vo4 co 4/ ,gD c -e" F2 j . 4 #,L 4 A/, (,, am / ' / ' Ve+ �z's - ` / f/L c= iJ - / /r/ /��/� � Gr - ' / dill ,�,& ' ibGeoL 4 / (.24,5 g be 1019 G�.4 � BS 6IZdU- l r CG l� Gi u/ . �� ggo-G.r. " '.i . S "04/ Gv .. Y� "fge..=f ,fr .GG C7�1 b G - LG• _ , rots .er1 73 - , Vie e#' 6' 1- I 2 220 S�y � 71 w.4w' -t�/� _ .• 3Y EQUIPMENT IDENTIFICATION AND SIN #: COPIES TO: 1 MAILED: � • O DATE: PECT�� o G a � � 2 �% / %%// %%� " ITE.MS INs1P CTgpi, / /; ' � % / /% % %/ �. /� N j ,N //� / / O „C F01� ,1 / /; % ;; O NCONF•9RMI 7 / , /� / i / i j ; /, . OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEP . SUPP LIER � / / IELD CONTACT: —O/ DATE: �'` ► 'This report Is provided for the Information of the client only. The reproduction of this report, by any method. and Is transmittal to a third party, by any means, except In lull, without the lull permission of Professional Service Industries, Inc., is prohibited' 'This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent In inspection, approval or NAM 1(./// -� _ SAr0 ON alLt/fj' OFF ST OT MILES P.A TOTAL HOURS Information / To Build On Enginim*t • Con•umnp • Mating SEATTLE DIVISION (206) 282.0666 FAX (206) 282 -0710 j TS - 98.1 EASTSIDE DIVISION (425) 485 -1244 FAX (425) 485-4611 LOO ,ste '14&g t.Q€.e— 4114S7 J/ % %r.erov0 aii 71x4 Certified Report by Professional Service Industries tom. r'f.". _L'.� _.L':.!'�.- '+'1Y„•fxn;;o� - mgr TACOMA DIVISION (253) 589.1804 FAX (253)589.2136 FIELD REPORT acceptance of other associated work or a warranty of design or workability of the specification requirements' 8 �» PORTLAND DIVISION FR 10131 SPOKANE DIVISION (509) 535.3571 FAX (509) 535.1267 PENINSULA DIVISION (503)254.8418 FAX (503) 232-5608 (360) 297.8821 FAX (360) 297.8828 PROJECT NO:'. Z ' - 04 DATE -'- - 4 PE� j i2 S00-20 W.O.9$e /3 CITY / / / / / / / `Tv'w /lt j e e, E N G INEER / c. ,' T C S T ///, it /. X 99.,H I ,;,,, -, ,, C�ONTR%CT A! s /'-C41„ c _- ezy J'' /s/a7 Pft F,/*RESS 4 / 0,de, )94yje - $.'%7' Dale .. {7aawrN =M1=4Mwirm 4K t'+. f4 "'.• °f'frttT`f.,'/ 15111VIA PMAW1- 1t f!'ttJF>M i!`AK ltri 1IPP4; t z t � I- o; Z H. 2 o o 0 H w w. U N Z /i _- _ • .. • '� n . 'i , .. A. G %LT, Pte'.7 O/1 a 2Z r' Q.4 d, F", eitze.0 i cz :n; n>U __ -124-Z, em'e-e_4(.1 Li Au / , .. / fir • ..- #7 4fr • RECEIVED 2001 MAR 2 2 BUILDING DEPAFITivitld7 • EQUIPMENT IDENTIFICATION AND S/N#: h/A - COPIES TO: MAILED: IN PECTOR: J DATE: . %7 % /' _j % %� / f� ` / j :ITEMSIN*,P CTA i ,/ j% P o ,P a r /"� % % ' ' ' f ,�� ' ' . w l ��/ / / O,C0 NF,9R J ^ ,� i, 34 "/ p / OWNER ENGINEER ARCHITECT CONTRALTO ' BUILDING DE SUPPLIER DATE: _ 'This report Is provided for the Information of the client only. The reproduction of This report, by any method, and Its transmittal to a third party, by any means, except In lull, without the full permission of Professional Service Industries, Inc., is prohibited' 'This NAME ON OFF ST OT MILES , //� _AZ :3n ..?:,To 2 - � - / certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or TOTAL HOURS 3 ' Information E ~ _ I� ro Build d►Ig • Consulting • Meting SEATTLE DIVISION EASTSIDE DIVISION (206) 282-0666 FAX (206) 282-0710 (425) 485 -1244 FAX (425) 483.4611 IELD REPORT TACOMA DIVISION acceptance of other associated work or a warranty of design or workability of the specification requirements' (253) 589-1804 FAX (253)589-2136 (503) 234.8418 FAX (503) 252-3608 Certified Report by Professional Service Industries TS•08.1 ‘ 11,............... * .„,„„cc• ersvgc7riDTfw ".C.'Nn..7',wna.nrevfrrro«+t. satvr�s�mw+;q7cre �w.... _ .. '`m!S' : PORTLAND DIVISION )r/ PENINSULA DIVISION (360) 297.8821 FAX (360) 297-8828 DATE MattZEt .tyyzowN, w + ernme,Mrn errrwrea,iYSTO .. FR 10291 SPOKANE DIVISION (509)535-3571 FAX (509) 335.1267 AD. 2n Date z �w � Uo 9 u . w d ' 1- w Z�. z o V 0 o - o �. w w` H V 0 Cu z to o z W., \ , �� _ \ � \::.. �.t1J -irk/ 1.l 'G.l(• PRPJEC�f1,0 PER N , 0,-/ I., ' , 4 ' / ENG� ER %%% ARCHITEC %7,i coNTR , ' A P ,�� s, 7 /z- d Q a../ DATE z- /Z.0 / -Tj.. 2.000'- z W.O. V83S , , .4 _ _. • ■ _ _ /,DA./tZ. i iii T�,�.r.i/ , kiA -21 �r "i14 , b: 4)A/ -0,0,9 L-17 A- r/�' t , ----;•_,121,0)1,f../ ■ A4 / 0 f ,,1 GI.� �. � ., � fir' CO'MP'RESSION TES R SAMPLE I.D. SIZE AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LBS. P.S.I. (,x /z y , OR .Z - 2.o -o/ 7 Mg ZIO 3 1SO: • J0 fi ti ...0A .3.-/.2-8 1 ZB 1181TO 494.0 J 4 — G Z.S. 3-13 -4 ! ZX 11 yS1o0 444 0 3 iii — 7) /E 1 scat -e.). SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NEO CAP OTHER IN ACCORDANCE WITH: ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM C -31 I' C -143 C -172,6 C-231121 C-10646 C -39, C -1231 e 0 TIME, TEMP. & 7;4 • 11 ""' DATE MIXING DESIGN t, SAMPLE �%' WEATHER GLL 33 CAST -/3 �0 PLANT �� %i%t/LL1 STRENGTH F ' -'* 66 TYPE C#,i c,u4/ PROPORTIONS: CEMENT C'SE AGG. FINE AGG. WATER ADDED ADMIXTURE ADMIXTURE ADMIXTURE SG 0 /060 /2..(,0 47 ' ,d 0A Gfe. -1 ! , h1/3 , 7 0 l TYPE OF CEMENT LTG CONC. TEMP. G 0 o SLUMP 5 ins. AIR f' / % QUANTITY /S .2 0 Cu. Yd. J TRUCK S TICKET# 5 '12. 7 C, SUPER PLASTICIZED SLUMP ^/4 MIX # P` V(/ A POUR LOCATION AND NOTES: DATE RECEIVED: .2.,-/y, 0/ 10 (2,1 t .tom / J ..o f crr/.4 /.;1L s�177 �rl • ' el >�r iv) in , . n 14/ ./ .,..t __ ,, / � II laGel , I1 t%4/ &.I it_ . O /AL Cid.,�. 1 einsGO h2 A,J_- #W ill G/:A 0-#1 t.LdlJ Mt/6YLz. b44 AFX eletl „/_, S. o , r • 2- to a�� a/e ( d , D. , U4 t o I f Al GL^ / • 0 - /ide.,/ / A-74, r(. C O 49 pA'°' MAR 15 2uul IDFI /ELQ ,T:?,1 Q EQUIPMENT IDENTIFICATION AND S/N #: O 3 6 , o a+/G COPIES TO: MAILED: 1 1IINSPECTOR:1 DATE: !,. % % %o %% e /, / ITEMS1N,SP OT / ; :APP , 0� D P / %��il / % // �% ,� . / ' ' M � ./ - , . <. 7 7e. , ; ,, Cry C) j � .lIMIS /� /j < / j /� /jam _' 2 /i.�/ D � l r OWNER ENGINEER ARCHITECT CONTRACTO ' BUILDING DEP SUPPLIER F LD CONTACT: ,Gt/ DATE. ~_ t n /, -U / "this report is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except In lull, without the lull permission ol Professional Service Industries, Inc., Is prohibited' 'This NAME ON OFF ST OT MILES certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or TOTAL HOURS N; Information / ._ r om To Build On Englnoort g • Consulting • 7botino SEATTLE DIVISION EASTSIDF I IIVISION (206) 282.0666 FAX (206) 282.0710 (425) 485 -4244 FAX (425) 4854611 TACOMA DIVISION (253)589.1803 FAX (253)589.2136 acceptance ol other associated work or a warranty ol design or workability ol the specification requirements.' TS • 98.1 .oeM=wmatra. wam cvrn,w, r∎r.va fs._, M ' I9MAlWN,Y,r*r :11Mttr .aty m.an dr PORTLAND DIVISION (503) 254-8418 FAX (503) 252 -5608 .2- . CR 1r: - ) 26 FEB 2 (A191Q1>11156 " FA X1 5 0 9) 535.1_67 3 PENINSULA DIVISION 3601297.8821 FAX (360) 297•8828 !4 Certified Report by Professional Service Industries ' '— Date ii .CLI 6 E iii NT iit ::, ,,. :, / „.,,,,,,,,,,,. ,,,,,,,,,, -, ATTENTO N ; ,.. , /,,,,.,F7MMLIMPAROWNriMMIARCHITE .R.0:440:.'.• ./://4-, ,,,, -,/. -: FA9‘)E03 ,: ,...„ PROJEC'T NO. PERMIT NO ''/////, ER . , , ,,--,-,_„4„,„,,,,,,:,./, .„,,, , -,,,,, ENGINEER ///,/ / , CONTRACTOR. '/"./' /:////// ' PROJ ADORES - , , DATE -, „.. A" , ,' ,' - / - muriffirtbremimm. IMIrerilill ir wormrigim•■=crry.;,/,;,02„,;:„:,,willyfloggrrinwimil /0 .. , • 1 - AI f. , • - . ...e .. ..1 ' 0 ' 0 Lz" j*/) - 71 0 id atf, a v "A/ Ai.,// us T Af to al. , 4 # I/ t% f e)1Iit: c , I i IVANggicArilinigiWZAM M S I I I 9,1 Aral ; /6r -r/ f y A 6 I 1 i9-1,14 L Ale ir,e 74» it) ai f, 4 t Je,l4/e.-.4 41 ec.-7 Am . lo a-zpilidoki.. &Lad./ r>114.4 ,•_, 0 '1'.? he r" AKei t:& yl le-zz 4..0 1.1 I (2'We., e- A - i -r. ..- , .. / z . • • _. A ,,,4r i a /7-t . f i . , 1 L 2 c--r X 04 e,i4ifi f , 2. - i 7 rAypi, / ,? , /0 .. , • 1 - AI f. , • - . ...e .. ..1 ' 0 ' X pti,f) j*/) - 71 0 id atf, a v "A/ Ai.,// us T Af to al. , 4 # I/ t% f e)1Iit: EQUIPMENT IDENTIFICATION AND S/N#: A /9 COPIES TO: 1 MAILED: 1 INS ECTOR: 1 1 DATE: ITEMS,INSPEP, ,TgD4',Q APP/IOVED4)LINNS;A ,E: / %:' ,. ;XV/7 , 1---1"' . , - ;NONCONO,ORITNG' I—I ' "'' ':'''''''',"::./'; / :: / ::: (1 . // . /< '2.(.:': Aia ‘1:zii/Al-e. ' _ OWNER ENGINEER _ CONTRACTOR BUILDING DEPT FI LD CONTACT: I 'DATE: c..45e....4.4) 1 / - 2A_T21._. — ARCHITECT _SUPPLIER 'This report Is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except In full, without the full permission of Professional Service Industries, Inc., Is prohibited." 'This NAME ON OFF ST OT MILES f / 64- S. O 9: Co A /1. i certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or TOTAL HOURS 2 //ix Nr7rAfi7 Information Lem= IT° Build On Enginooting • ConaulOng • Tasting TACOMA DIVISION SEATTLE DIVISION 19025 S. TACOMA WAY. SUITE 811.1 3257 16Th AVE. W. SEATTLE, WA 98104 TACOMA. WA 98499 (206) 282.0666 FAX (206) 28241710 I=(253)589.1804 FAX (253)589-2136 acceptance of other associated work or a warranty of design or workability of the specification requirements." Certified Report by Professional Service Industries FIELW REPORT VOS FR 228 (1 AY 5 P DIVISION 6032 N. CUTTER CIRCLE. SUITE 4140 C ',PORTLAND, OR 97219 (503)28tYl77(f FAX (503)289-1918 ,11 SPOKANE DIVISION 19109 E. SPRAGUE, SUITE 9 SPOKANE, WA 99216 D (509)921-921X) FAX (509)921-5649 Date ,'"."5.7t*TFMAIOON'Itt. / M= Information r e To Build On Englnsa►Ntg • Consulting • Mating SEATTLE DIVISION ❑ 3257 16T11 AVE. W, SEATTLE, WA 9811)4 (206) 282-0666 FAX (206) 282.1)710 TACOMA DIVISION 10025 S. TACOMA WAY, SUITE 611-1 TACOMA, WA 98499 (253)589.1814 FAX (253)589.2136 ii ;lit PORTLAND DIVISION •�'• -` ' %' 6032,. N CtJ T1 It CIRCLE, SUITE 481 r • . i , - ' j{ PORT D,OR 97219 ❑' ^ 1778'FAX (503)289.1918 'CLIENT %,..;.% 'ADDRESS, ATTENTION PO.;N PROJE PROJECT NO 744,2 - QOo2/ / DATE s if /O/ PERMIT NO / 20 -ZL W.O. CITY ,, ,, rk6e/e/A- ENGIN �' ARCHITE CONTRACTOR ; 4 ! t � PROD ADDRE 7 /0/ ,4 -' z , A exAgo Certified Report by f) 7 Professional Service Industries Data acceptance of other associated work or a warranty of design or workability of the specification requirements. 1411 TS. J11 .1 ...240 pO1i'� wPOIAMi ttiA waKsawI,IVer:rvam.rave0 rw.,,,, IELD REPORT F 08 SPOKANE DIVISION 19109 E. SPRAGUE, SUITE 9 SPOKANE, WA 99216 ❑ (509) 921.9200 FAX (509) 921.5649 ....ccw.ro- w•xwro :., en,.ucnaa; Meta < t !G1Mr1 re II U CO W = , w u_ Q co D 0 . w U O -. in w w . H V! O tii z W N ' H H. O z 41 rry) l7-' Q� - - le 4. `f _2lGL e— /Or -T £� -. , I I .�� -eh 55 - A ' A4I 0 d ARO 'Pl iL x e c& 11i r i / t' d9€/? - /t'�t,?e ' /.tJ� e. . elGr.G / f " /!�/��,i P. ch-1 zy C s 7 /TC >f I 7�'io Li dr 44 5- t /PQT . we.ve . 2 I " _ € f ,eic. o •, /O/L • , A / A IJ••, , ' MC Ce..9�.o?k / / r-J 77 2A/ – J 31' /f2-0f EQUIPMENT IDENTIFICATION AND S /N #: AB All ' �,','' . „2, %������ ;/� ' IT INSPEC;TF /% APPR•, / p ;: ; ; :;/ .'. ! /� � / / AP� ' • • : MING []'•,/,',%, ;, y. ;� /� 'i / /� / .. % / • N ' ❑.?;,/,;,',' ,... .. .. ... :, ;; '' i; COPIES TO: MAILED: INS >' • Oi, Alli �I � , �� /✓A DATE: OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER IF -,.d,, FI L I CONTACT: DATE: — - This report Is provided for the Information of the client only. The reproduction of this report, by an method, and its transmittal to a third party, by any means, except In full, without the full permission of Professional Service Industries, Inc., Is prohibited.” 'This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scone of the work. Certification shall not be construed to represent In Inspection, approval or NAME Mr, �� ON OFF ST OT MIL �'► 4' ���wrrr : : , TOTAL HOU • = - C, / M= Information r e To Build On Englnsa►Ntg • Consulting • Mating SEATTLE DIVISION ❑ 3257 16T11 AVE. W, SEATTLE, WA 9811)4 (206) 282-0666 FAX (206) 282.1)710 TACOMA DIVISION 10025 S. TACOMA WAY, SUITE 611-1 TACOMA, WA 98499 (253)589.1814 FAX (253)589.2136 ii ;lit PORTLAND DIVISION •�'• -` ' %' 6032,. N CtJ T1 It CIRCLE, SUITE 481 r • . i , - ' j{ PORT D,OR 97219 ❑' ^ 1778'FAX (503)289.1918 'CLIENT %,..;.% 'ADDRESS, ATTENTION PO.;N PROJE PROJECT NO 744,2 - QOo2/ / DATE s if /O/ PERMIT NO / 20 -ZL W.O. CITY ,, ,, rk6e/e/A- ENGIN �' ARCHITE CONTRACTOR ; 4 ! t � PROD ADDRE 7 /0/ ,4 -' z , A exAgo Certified Report by f) 7 Professional Service Industries Data acceptance of other associated work or a warranty of design or workability of the specification requirements. 1411 TS. J11 .1 ...240 pO1i'� wPOIAMi ttiA waKsawI,IVer:rvam.rave0 rw.,,,, IELD REPORT F 08 SPOKANE DIVISION 19109 E. SPRAGUE, SUITE 9 SPOKANE, WA 99216 ❑ (509) 921.9200 FAX (509) 921.5649 ....ccw.ro- w•xwro :., en,.ucnaa; Meta < t !G1Mr1 re II U CO W = , w u_ Q co D 0 . w U O -. in w w . H V! O tii z W N ' H H. O z O.J ,o "t i i r - s kt.a,i, r . a i /�1 ' i�� e_4-74:6") o 1.4 • -. - i / i . . 4 / - -aril I / J a �OletGol� ,,s�� e�YI.✓1 ec or>. i Ca 2. — LO 4V ��1.ih�1 lw d ,r/e <4 /,z, / 6 /1 .s. ecea , Z' . f /a. ,s, gi r L 2-114 i, 2e•tA jiziii iv 1 e s 6 1 , t a v , / ‘ J t " — 76 9 R,. - L l C 4 Ltd C- l'IA...iffi/, / > -t/�+/ t `l�Gf!.k — r..S (��'!trrrn z: 41 7; Se •? /.Gt 7 7 t .r deicer . cost �n ems >'' i 0 G.Z X..e c:3t 3- /2 -0 /- / '/% /? o.,.t.1/i 44/-q- D! /7 ;,.z.).., xevr b ! / 4 I!. r .abfAr 7f /. 3 .42 , t 7e 7 EQUIPMENT IDENTIFICATION AND S/N#: n /A COPIES TO: MAILED: INSPECTOR: DATE: " . . % / M( f /%%/ % 7//////%" .. ,% r , ITE MS,INSP,EC O, 'APPROVED PLAN : ' / *. //74 ;> ' i%%, r ;:; '' % ;, r! CONFORMIN /r '•% /N 4,/_; N CONFOR MING ❑ % , c` `� / n I " � J /3d( / OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER LD CONTA CT: DATE — _ /14417/CF, �Z�� /� ` This report Is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in full, without the full permission of Professional Service Industries, Inc., is prohibited' 'This NAME ON OFF ST OT MILES `/ /,4 - 1. 3 a el: 30 0 z L / certification attests to the accuracy of the results obtained from the actual test performed and /or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or TOTAL HOURS .c• M� Information FR 2203 �To Build On � � ' i 0 ?N E n kwmffi "g • Con.ut"'g • Tooting TACOMA DIVISION y .,. PO TLANDDIVISION SPOKANE DIVISION SEATTLE DIVISION 11102 5S. TACOMA WAY, SUITE all-L •'' „ ,•`U5i�) ';6O32jN.'CU TERCIRCLE,SUITE480 19109 E. SPRAGUE, SUITE 9 ID 3257 16T11 AVE. W, SEATTLE, WA 98104 TACOMA, WA 98499 I.. )w �f ' ) e'y ,. 4 . PORTLAND, OR 97219 SPOKANE, WA 99216 (206)282.0666 FAX (206)28240710 253)589.1814 FAX (7_53)589-2136 ' ❑ ' 1 (503)289:1 ti FAX (503)289.1918 ❑ (509)921.9200 FAX(509)921.5649 ;CLIENT ADDRESS ,'i r / / /z; :i ATTENTION PONO PROJECT Po Arty AR 9 d eY /C4.11).J • ') d o �l y acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries 1i PROJ ADDRESS FIELD/REPORT PROJECT NO PERMIT NO ; ENGINEER ARCHITECT � CONTRACTOR 7y 2.• D/ 21 / DATE 4 /-3d- o 1 Jsfv ,Z40 - Z2 "!.' '' W.O. SD 7L t cn c.-r - /4. yo "de 7414 ,6. bad t Dale fl 7'? n., tt W F- 2 o ' o o- i !, I LL- 0 O al co 0 z - \s \ v ��l c PNIPi . ' ' AFAMII •FliA,' % W.O. - ' . CO '- ESSION TEST RESULTS SAMPLE LD. SIZE AREA ISO. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LBS. - P.S.I. (ZA /J� Z en .18 Eza -e 7 t 3 i lt.0 L i410 ) H — C 4' ,z 4. 2 8 V V Al SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NEO CAP OTHER IN ACCORDANCE WITH: ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM C -312( C -143 gl C -172 1Z C -2310 C -1064 cif C -39 jiff C-1231rif 0 TIME, TEMP. Br 7 : 42Qt e+s • DATE MIXIN �J�� DESIGN SAMPLE WEATHER, tit CAST .3' rs -D / PLANT STRENGTH F g6 TYPE r fe�y x4/ 4) c PROPORTIONS: CEMENT C'SE AGG. FINE AGG. WATER ADDED ADMIXTURE ADMIXTURE ADMIXTURE DSO /7D 0 /fYO *- ' oz- . TYPE OF CEMENT .Z CONC. TEMP. .175 SLUMP f4 A Ins. AIR n A % QUANTITY/ Il Cu. Yd. ei/ TRUCK 0 6i TICKET# c9.2. SUPER PLASTICIZED SLUMP 4/4:1 MIX M 0 7'{0 Ti POUR LOCATION AND NOTES: DATE RECEIVED: 3 -IL _ / fr ...-- • I . .. 4 A - i / A a' A 1 ZS nC./ 4 , M.. / • / `.' , . . . ,./.4 . A / _ .i.' s . f1 t / T I A' / alu 4-4,>1 • psi , /€.G .t.. /F.AAr &Al EOUIPMENT IDENTIFICATION AND S/N#: 1 C 95 3S COPIES TO: 1 MAILED: INS ECTOR: I (DATE: /. , . -. 2,7 % / //// /� // � j. / /,� �� � . �' ; /y // � / / // / / OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER Fl LD CO TACT: I fTE __ . t!y 71, 1 �— 'This report is provided for the information of the client only. The reproduction of this report, by any method, and Its transmittal to a third party, by any means, except In lull, without the lull permission of Professional Servlce Industries Inc., Is prohibited' 'This certification attests to the accuracy of the results obtained from the actual test perfomtsd andlor NAME ON OFF ST OT MILES 4/141"- r 5 . , ?U //:44D / /' - , observations made within the defined scope of the work. Certification shall not be construed to rrrpres■nt In Inspection, approval or TOTAL HOURS 9 / T ~� Information /r r To Build On Engfr .sing • Consulting • Tasting SEATTLE DIVISION EASTSIDF.I(IVMSION (206)222-0666 FAX (206 282.0710 (425) 483.4244 FA X(425) 4854611 acceptance o1 other associated work or a warranty of design or workability of the specification requirements.' A� N ° ISA100 CR 12031 looZ dV14 TACOMADIVIl1a1 DIVISION MAR 2 weN2Ofl1 8 FAXt AX innll ?17.tNlu s1r11�7o7rnr FLY, una,n, Certified Report by Professional Service Industries Date TS - 98.1 maw:nestaMITZTIM'0* .."1 m:rer�w^s+ .."1" rr 'F;w?rxr.,r rw�u�.- rrxk;,»r�x r � ., - r^+^M - n,.. . ° °.•e « e�ermar»go�. wrlsa..+n. y. ,. �r;, nromn�^+,+ r,* M+. cy! �rqq.&'. N' eas �sW %.t*ewi'I'mr+rasr.a�C+rsM:cc mm r sry,� SPOKANE DIVISION (509) 535.3571 FAX (5091535.1267 1 ) j /� % ,Y22 ilia. . Jilt • ! P 4/94, :% I ER 4tT % / j� ;j; - DATES 7.€1,2.- - O 7i% .0 - ,V, 0 0 -� 2& w.0 �. . I 2 ` / � r t /D 0 *0251 aet/I.v / d K/iir � ta WA • Tug ✓` A .0 rte' A/2 . 1 e Pi✓ ii✓ 0 D 0 le, A5 , , /; .C.47/4 . �, , � T c ,6 rrr; /y,' (g/j% Ims , , / . Ltz'a' uv e Gfi n v /4 ' i 0,-0 ,gss .Yo CL �.r.L pa.a, A...,a- COMOfiESSION TEST RESULTS SAMPLE I.D. SIZE AREA ISQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LBS. P.S.I. GK /2- ZS • a 3 -2z -en 7 t3 %$*S0 4410 314 _ 8 z$ iI4 4' -/z ej ' g I12■10 (olio 30 1- tg . ■S" H - /z -e i 10 17$ (01040 J Pe A/ Q∎ sc,c,..rd SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NEO CAP OTHER IN ACCORDANCE WITH: ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM C -31 Ee C -143 E' C -172 C -2310 C -1064 (a C -390 C-1231% ❑ TIME, TEMP. & 7- Zod, /K • DATE 3 MIXIN DESIGN SAMPLE WEATHERet ✓Voy/ CAST J - /� D / PLANT 4 4.) STRENGTH F ..?0,00 TYPE ( »1 L"1.�.1i c ,� 3 • PROPORTIONS: CEMENT C'SE AGG. FINE AGG. WATER ADDED ADMIXTURE ADMIXTURE ADMIXTURE TYPE OF CEMENT CONC. TEMP. .1 SLUMP 11 ins. AIR 4 �Q % QUANTITY 6/ Cu. Yd. TRUCK d TICKET St 1 - cS/ SUPER PLASTICIZED SLUMP /1/4/ MIXN 0 7 O POUR LOCATION AND NOTES: DATE RECEIVED: 3 -/G - j a,1 ...al. r tzre, rill ,O t GAM Grn t [ %)4f ii „7 i1Q h / 7 w4, ,O /L1Lldi r/ /,, o In p a..y, Q.t 41' &r) A44 il i ". /14GZ Zit.1 c.`1 e. 41GZA L - 4 ielni, led. ��7 rid . EQUIPMENT IDENTIFICATION AND with A 9 SD 38 COPIES TO: 1 MAILED: 1 IINS ECTOR d DATE: j•. !%%%% f / / /�� /// ITEMS>I , p ' / j 7/, /� ApP %% / � / �� / �j �/ j ' NO // -%,-' - ii //i A is O1 �'� V �,, /A - - OWNER ENGINEER ARCHITECT - _ CONTRACTOR BUILDING DEPT. SUPPLIER Fl LD CO TACT. DATE: ; f '� , L. � -"�'� • j �- /r- f - 'This report is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except In full, without the full permission of Professional Service Industries, Inc„ is prohibited.' lest NAME ON OFF ST OT MILES I 7. _To / /. i9 /J i /* / Ibis certification attests to the accuracy of the results obtained from the actual performed and/or observations made within the defined scope of the work. Certification shall not be constmed to represent in Inspection, approval or TOTAL HOURS / r ' Information . �_._.� • Build Englneorkig Con • g • '. SEATTLE DIVISION EASTSIDF. I9VISION (206) 282-0666 FAX (206) 282 -0710 (423) 485 -4244 FA X (425) 485 -4611 acceptance of other associated work or a warranty of design or workability of the specification requirements.' APR 1 6 2001 TS - 98.1 � ma e¢ �enukex�. SE �* 4'" 4'`' �e' qw rslPO +a'�'�rovr : m . . + u . . - �t tAhirm"_ n` f' figv, �? 7�rti» �' i' ,." i�"..: J' n:'*...; v ''"1�`1C�;r�YS�:C'C•°4�',q;�'"w =nom,- r^r.+yr wn.¢w!l*:rr�a�:? CR12031 SPOKANE DIVISION (509) 535.3571 FAX (5091535.1267 jf''00 MAR 2 ' (253) 589.180! FAXf(2EYU119 ) I3 li °(903154.8418 FAX (503) 2524608 (3601297.8821 FAX (3601297.8828 TACOMA DIVISION' I 1 i N' IY RTLAND DIVISION Certified Report by Professional Service Industries Date ! n Od A ;-)a-L owz 4iA ../Wem y f 6 >'y .o1-tt, k/B/a, n,af1 "�� A, LI !i' A Ai4 r6 e oit;)5 "4.) d. • Ern ... o �G �,� �t Qelal' yt'o nOn �fP d � Cr» 7 (2 / y 'i , 74 / old- /2 . h oar • EQUIPMENT IDENTIFICATION AND S /N #: NA COPIES TO: 1 MAILED: IN ECTOR: 1 DATE: 'WW/ , : ��Z����������/ ����� ` ITEMS; I / =' 'APPROVEMPLANS ARE:' ;'' ' "" ; / C f�R - i , ` • �� ._ -;, = / % • N O_-/, C j� j / �, 41 / /<� OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER ,4,1, ELD CONTACT: DATE: Q ( 0 `This report Is provided for the information of the client only. The reproduction of this report, by any method, and Its transmittal to a third party, by any means, except in full, without the full permission of Professional Service Industries, Inc., is prohibited' NAME ON OFF ST OT MILES / .44 //.* Q 0 ,? :D 0 4 / "This codification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent In inspection, approval or TOTAL HOURS 4 RECEWED E^p rin0 'Mating TACOMADI�IS APR x `` 3 2001 PORTLAND DIVISION SEATTLE DIVISION 1 S. TACOMAWAY,SW�014.1 kJ1Ni I I i � 6032 N. CUTTER CIRCLE, SUITE 480 ❑ 3257 16111 AVE. W. SEATTLE, WA 98104 TACOMA, Wl I n I� i�l L_I `'� PORTLAND, OR 97219 (206) 282.0666 FAX (206) 282.1)710 (253) 589.1804 FAX )5 136" J '(503)289.1778 FAX (503) 289.1918 M � Information /r To Build On FR 22071 SPOKANE DIVISION 19109E. SPRAGUE, SUITE 9 SPOKANE, WA99216 ❑ (509)921.9200 FAX (509) 921.5649 lowItimirmilmmismo CLIENT °' // Z ADDRESS• / AftENTION. /! : PRO'JE acceptance of other associated work or a warranty of design or workability of the specification requirements.' .',r L 0 2E1, Certified Report by Professional Service Industries Date �ii Infc O na tio n n .TOBuild I gM..iig • Consulting • Misting April 13, 2001 742 -00211 Mr. Kevin Dooley Fatigue Technology Inc. PO Box 88909 Seattle, WA 98138 -2909 Subject: We have completed the requested special inspections on subject project. Our final report dated April 11, 2001 is numbered FR 22071. WORK REQUIRED Concrete Reinforcement Inspection Reinforced Concrete Inspection 4000 psi Reinforced Masonry Inspection Epoxy Bolting/Doweling Inspection Structural Steel Visual Welding/Bolting To the best of our knowledge, all work inspected conformed to approved plans, specifications, UBC, and related codes, and/or verbal or written instructions from the Engineer of Record. Sincerely, , ofessional Services Industries, Inc. 'O Russell S. Bodge District Manager Name Project Address Permit Number RECE E APR 16 2001 D Fatigue Technology Inc. 401 Andover Park•East Tukwilla, WA 2000426 WORKED INSPECTED Concrete Reinforcement Inspection Reinforced Concrete Inspection 4000psi Reinforced Masonry Inspection Epoxy Bolting/Doweling Inspection Structural Steel Visual Welding/Bolting Professional Service Industries, Inc. • 10025 South Tacoma Way, #H1 • Tacoma, WA 98499 • Phone 253/589 -1804 • Fax 253/589 -2136 �,. f \lak FAZ'trwc NL1c�- _y :Loc. PRO NO ✓ P ` E,RM�T , ,: j ,, % 2 ' ' Or , � 906'6 j//, CO fge t z,z, „ R t' " 1 � i 7 D 74Z- eOe`�!`l"''• jo 1 t o a.%_ i agora S cAijLE , WA. ga1'58 -2°-2c50°) a =2eco -2a . w.0. 4°)011,c) 9 ‘L.-u..1% .)1F t_t,J� "b C. T. ..rt) 71��4 nca tt 14 5o50 �n -I FA,T, e l ki�1 -c4. -{ TIJc .. 401 tio..1 ;� �g0.K- - e.. COMPRESSION TEST RESULTS SAMPLE I.D. SIZE AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LBS. P.S.I. A co" (2' 7-51.2-1- 3115 7 • 11 IS GO 3gloa .1 k4 o ; sc c). ta,t'fi 4t5 2.4%. 2.4%. 40 194O K9a0 EE 7 �,.-4- zz 4/s S 8 1'13SZO SOSd -)Ek - SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NEO CAP OTHER IN ACCORDANCE WITH: ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM C -31 51.-.- C -143 C-172421— C -231 C -1064 C -39 0 C- 1231( 0 TIME, TEMP. &7 DATE f MIXING DESIGN SAMPLE O STRENGTHF 4o TYPEC(L —S WEATHER J21�GA CAST 3 L$I ( PLANT tJ) _ I � `{` PROPORTIONS: CEMENT C'SE AGG. or FINE AGG. WATER ADDED ADMIXTURE ADMIXTURE ADMIXTURE 4 , v itAco '� 1 2 - 70 .„12:c -.( t a c.D cs^B►'. TYPE OF CEMENT L `2-C CONC. TEMP. 5 1 u SLUMP 4 Ins. AIR 4 . � \� % QUANTITY I Cu. Yd. TRUCK 52 TICKET # 541 7(l8) SUPER PLASTICIZED SLUMP MIX # O�►r• e►• POUR LOCATION AND NOTES: Sc %' L04,41,4_, �M� o. Crn�.OL�Z DATE RECEIVED: 3 fritJ . % t �AcuL l_1 OJe. V.E. �f T �.lt.. k4 F / CZAM? - 1. k L.11. g (\ 4 Ag ic �-Sct.� boC_t Mcr�`'S. C � - g"�Z�E` OtS IPE'� A ia.� 2t• e tik AlLCa..��Ems. Wot? -l— t∎JcciEo `( EQUIPMENT IDENTIFICATION AND S/N #: ■ COPIES TO: MAILED: INSPECTOR: DATE: % ,� /� /, / %% /% // %� /�% %/ . // j ' • / / "" j /� j ' Tj i ✓ % / C N I OWNER ENGINEER ARCHITECT -- CONTRACTOR BUILDING DEPT. SUPPLIER FIEL ' CO TACT: DATE: This report is provided for the Information of the client only. The reproduction of this report, by any metho., and its transmittal to a thins party, by any means, except In full, without the lull permission of Professional Service Industries, Inc., Is prohibited' 'This certification attests to the accuracy of the results obtained from the lest NAME ON OFF ST OT Miter L4) . \lam v = ;Q. - ' actual performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent In Inspection, approval or TOTAL HOURS 4 -I Information -._ ` / r To Budd On E7' • Thating SEATTLE DIVISION EASTSIDF I)IVISION (206) 282-0666 FAX (206) 282 -0710 (425) 485.4244 FAX (425) 485.4611 TACOMA DIVISION (253)589.1804 FAX (253)589.2136 acceptance of other associated work or a warranty of design or workability of the specification requirements' TS - 98.1 ., . . - S, T C!' f';+ s!A94d - 5 :.!v'�`fi.. ?3"al.:37Z•,....l:H.. +.S:'S:.,tea:^c : sr R C E Fn " 1 'r':!O i Comm UNITY DEVELOPMENT CR 11264 : 1 SPOKANE• DIVISION (5091535.3571 FAX (509) 535.1267 PORTLAND DIVISION BAR ULADIVISION 3071234.84)8 FAX (307)232. (760 FA %(760)297. Certified Report by /� . Professional Service Industries Date r�'n•.�w w, ro,.rrr:"..k'A Y19em1N''VP,Wmvg43. -.^1' 1' 1 , _.o /f,' 'e - !/i Qat I.4,1,4:4,. l,.-) 44.sAw Al 0 4.0110 4 Id D Afte,l- ce ll G/''d/2 fa. Gdi A �isw.J /A,1 ./A.,,, c z /t 44,4) /1. Ii/tL , 0 r" / =PA �� 47, 1 t P rwls 4- Zkels GIGT.2w a- /J L /v / A!'& a< „? t-r.c. V F' . C i ” P! d ad . � EQUIPMENT IDENTIFICATION AND S/N#: n/ • COPIES TO MAILED: 1 INSPECTOR: DATE: 0/f / /�,j ;YAMS P. T 0 o, P Q. 7.- ; /� ' • ' � (1 / RM �i13U OWNER ENGINEER ARCHITECT CONTRACT I R SU PPLIE D ' T. SUPPLIER C IELDQ'���IT DATE: r / /�O i ///'; 'This report is provided for the Information of the client only. The reproduction of this report, by any method, and Its transmittal to a third party, by any means, except in full, without the full permission of Professional Service Industries, Inc., is prohibited' ON ON OFF ST OT MILES i ; ; / 0 - IP ' � 'This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in Inspection, approval or TOTAL HOURS / " M -� Information / o Build On Engineering • Consulting • reefing SEATTLE DIVISION EASTSIDE DIVISION (206) 282.0666 FAX (206) 282 -0710 (425) 4854244 FAX (425) 4854611 TS • 98.1 APR - 5 ACOMAqDIVISION (253) 9.1116111 (503) 254.8418 FAX (503) 252.5608 FIEL P PORTLAND DIVISION /-- FR 10310 _ Pf/OJE N'1/•'// - , , DATE SPOKANE DIVISION (5091533.3571 FAX (509) 535.1267 PENINSULA DIVISION (360) 297.8821 FAX (360) 297.8828 acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by r - 3 '7 f '• Professional Service Industries Date � / 1 j y� ././.., R - , , /,% j /i. / , // - , DATE /- el , . W.O. lei , Lam OMPRE • 1 ION TEST RESULTS • SAMPLE I.D. SIZE AREA ISQ. IN 1 DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LBS. - P.S.I. f! /Z 2S. 1� 4 7 �� zO�O l (00 X514 if 4 2.11 t. 1) eY • SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NEO CAP OTHER 1 IN ACCORDANCE WITH: ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM C-31 1V C -143 ' ' C -172 C -2 ' C -106414 C -39 Z C -1231 ❑ TIME, TEMP. & B : 00A 171 • DATE o MIXING DESIGN L� SAMPLE WEATHER /rut /'. a 4 '/ . CAST 3 - 2-8 - 0 / PLANT STRENGTH F ' G G 0 TYPE 1 ' �J -e,09? £ PROPORTIONS: CEMENT C'SE AGG. FINE AGG. WATER ADDED ADMIXTURE ADMIXTURE ADMIXTURE TYPE OF CEMENT .. Zr CONC. TEMP. f'S f SLUMP 9'/2.- ins. AIR `ji g /iS % QUANTITY Cu. Yd. ° ,/ TRUCK,_.Q4/.L TICKET N I "3 9 94 SUPER PLASTICIZED 4/4t e yo SLUMP MIX 3 T POUR LOCATION AND NOTES: DATE RECEIVED: 3_ _0 . 1 _ -/ / - .. F . • ,t . i.gf . X. 0 4 < ' . 1 EQUIPMENT IDENTIFICATION AND SIN#: ,C r. 9Sb 3 R' . COPIES TO: 1 MAILED: INSPECTOR: DATE: -: v .f/f//T / / % % �/l� � :. f / /� ' g ,IJ , �/ %cp I / /4 / / /i /, . ' .. ' A�' r " OWNER ENGINEER ARCHITECT CONTRALTO - BUILDING DEP SUPPLIER /� � ' . : DATE. if P ,� Z 8 . 'This report is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except In full, without the full permission of Professional Service Industries, Inc., la prohibited.' 'This certification attests to the accuracy o1 the results obtained from the actual test performed and/or observations NAME ON OFF ST OT MILES • : • • // l made within the defined scope of the work. Certification shall not be construed to represent In inspection, approval or TOTAL HOURS III Ill +�: Information / To Build On EConsulting oottnp • Consulting • floating E DIVISION EASTSIDEIIIVISION (206) 2324666 FAX (206) 252-0710 (423) 485.1241 FAX (423) 435-4611 RECEWED 1587 ..: APR - 5 2001 APR 0 �� 2001 sign • or workabi o t specification requirements. SPOKANE DIVISION COMM 6N!-ry ;; V A rR � LYY 1 l3 7 FA7 135.1267 U i A fICOMAOIVIHQ�(� -� PORTLAND DIVISION PENINSULA DIVISION fsk91381 �iVf (2j�)389 36 (503) 234.8418 FAX (303) 232.5608 r' re. "-(960) 297.3321 F AX ( ]�012Q1, { i8 Certified Report by Professional Service Industries Date 98 -1 ��r:; .,sma*rr , ,,.L?a•,,a.. , .e•- rm »:.. n.,v .�re� •,. vv �n «.,. „,. �-r ^'Fc'.Y >+cs Ra >Y�. - .n, n...- <.n..w,ncvq „;e.v.m�..,v:�„ ..,...•.....nn+saa+sf*! , . - t 7 7 r�*s”' r x, - t, 3 0 co 0 u ., w O ua co = a , � Z F. 1- W Q N . o H. W uj H - u i P O Z Ciecko, Jim From: John Bund Ubund @collinswoerman.com] Sent: Tuesday, March 27, 2001 2:26 PM To: Jim Ciecko Cc: Mark Peterson; Kevin Dooley; Bob Benedicto; !Jeffers Jeff Subject: Fatigue Technology - Phase A With regard to the "OK to Occupy" I spoke with Bob Benedicto to review the items requested by the Building Inspector for this final inspection. The following are the solution agreeable to comply: 1) ADA areas of refuge to be identified with a wall sign mounted at 5' -0" above F.F. as shown on Detail 10/A5.1 2) A temporary parking stall located adjacent to the fire hydrant South of the loading dock with a temporary sign identify this as an Handicap parking stall - this shall be removed when the new ADA stall are placed as shown on the Site Plan 3) The Exit Plan delivered to the City for Phase A is consistent with the exit plan provided on Sheet A1.2 as approved by the City. If you have any questions please contact Jeff Jeffers or me. Thank you, John Bund Architect COLLINS WOERMAN Architecture Bellevue, WA USA Voice: 425.889.3336 Main: 425.889.3333 Fax: 425.828.9116 E -mail: < mailto :jbund @collinswoerman.com> 3/27/01 RECEIVED MAR 26 2001 BUILDING DEPARTMENT Page 1 of 1 Ce b trilugal barrel urr machine deburr room Milling Matl. Sleeve INRepair 21/25 111 tool crib PrcglAT'L MgIMGR. NC Prog. EXP CONT'OL !t IH/NW/IWYWWIItI; 01 ;t «....bari..;/.awa:i W.u.atvvwwHY.Bn.r.. ear -.✓ � ✓.>• IL) ''' 11 11111 11111Lefal, 11 1 1.1. 11 1 1g fi MI A atr7, Li] OM 1 i - Cs 40s146 g*Op(ee RECEIVED MAR 30 2001 BUILDING DEPARTMENT r Milling AIM II AIM I 1 IQ 11 4L' mcf• 172 fa.11 Om- '2 .06010010,0210400014VORMKVAVOCIWAt .7;'tt"'A,!4IrtiVfft OVLN I I 1 t•I *Pik March 15, 2001 Bob Benedicto Senior Plans Examiner City of Tukwila Department of Community Development 6300 Southcenter Boulevard Tukwila, WA 98188 Re: Mr. Benedicto: Sincerely, Right To Occupy Fatigue Technology Inc. Building Permit #B200o"1rt0- RTHY Mark Peterson Project Manager Menohers /insuranhltr- of -i.doc M2CARTHY 3150 RICHARDS ROAD SE (98005 -4446) P.O. BOX 1685 BELLEVUE, WASHINGTON 98009 -1685 (425) 649 -9000 FAX (425) 649 -5500 This letter is a follow -up to your meeting in December with Jeff Jeffers of Collins Woerman Architecture to review Right to Occupy requirements. McCarthy requests the Right to Occupy the West half of the new Fatigue Technology building, identified on the enclosed plan as, 'Bldg. Portion A,' by April 1, 2001. We are currently completing life safety items per the attached plan. Final occupancy for the complete building is scheduled for the end of May 2001. Fatigue intends to start moving in their manufacturing equipment in April. Fatigue's operation will be limited to 'Portion A' of the building. A 4 -hour wall separates this area of the building. Doors between the occupied and unoccupied spaces will remain closed. Parking and employee entry into the building will be controlled with signage. McCarthy is currently scheduling inspections, with the different departments, to meet this occupancy date. We will appreciate any help that you can give us to make this a smooth transition. Our goal is to satisfy the requirements of the City and provide a safe environment for employees and construction workers alike. We will be in contact with our inspectors to make sure we understand your requirements and are moving forward in the right direction. If you need to reach me my telephone number is: 206 -394 -9821. RECEIVED MAR 18 2001 BUILDING DEPARTMENT !WORTHY March 15, 2001 Bob Benedicto Senior Plans Examiner City of Tukwila Department of Community Development 6300 Southcenter Boulevard Tukwila, WA 98188 Re: Right To Occupy Fatigue Technology Inc. Building Permit *B2000 0111 Mr. Benedicto: This letter is a follow-up to your meeting in December with Jeff Jeffers of Collins Woerman Architecture to review Right to Occupy requirements. McCarthy requests the Right to Occupy the West half of the new Fatigue Technology building, identified on the enclosed plan as, 'Bldg. Portion A,' by April 1, 2001. We are currently completing life safety items per the attached plan. Final occupancy for the complete building is scheduled for the end of May 2001. Fatigue intends to start moving in their manufacturing equipment in April. Fatigue's operation will be limited to 'Portion A' of the building. A 4-hour wall separates this area of the building. Doors between the occupied and unoccupied spaces will remain closed. Parking and employee entry into the building will be controlled with signage. McCarthy is currently scheduling inspections, with the different departments, to meet this occupancy date. We will appreciate any help that you can give us to make this a smooth transition. Our goal is to satisfy the requirements of the City and provide a safe environment for employees and construction workers alike. We will be in contact with our inspectors to make sure we understand your requirements and are moving forward in the right direction. If you need to reach me my telephone number is: 206-394-9821. Sincerely, McCARTHY Mark Peterson Project Manager Menohers/Insuraniltr-of-Idoc 3150 RICHARDS ROAD SE (98005-4446) P.O. BOX 1685 BELLEVUE, WASHINGTON 98009-1685 (425) 649-9000 FAX (425) 649-5500 RECEIVED MAR 1 '3 2001 BUILDING DEPARTMENT Wj D. • , SENT BY:4258289116 . ;12- 1- 0 ; 13 :42 COLLINS aRCIIttCT1R1 • 11.111111 • 1urr111R 1►S151 AT • McCarthy (n 777 1011TH AVENUE NORTHEAST • SUITE 400 BELLEVUE WASHINGTON • 11004.1111 Z 7•42SS113S3131 P • 42E524 111 II • COLLINEWOERMAN.COM TRANSMITTAL V VACUUMS MIMO TO Mork !.t DATE • D.c.Ilb.r 1, 3111 FRONT • (CM! av• ..d typo apart. amber) MUMBER OF PAGES INCLUDING COVER • 3 COLLINSWOP,RMAN IS A WASHINGTON CORPORATION. CNA COMFAN! R -s 206 394 2397;# 1/ 3 MIDRIBS • MSS RICRARDS 1110041) IILLEVUE, WA MIME FACSIMILE 314•394 -7341 PROM • Jar farm REGAIDINO • Right to Occupy PROJECT • Fatigue T..k.olajl.o Inc. PROJECT NUMBER • 1137.00 Mark, Attached is the list of life safety issues that must be addressed prior to receiving a "right to occupy" from the City of Tukwila. As mentioned in our last team meeting we anticipate having building portion A ready to occupy on January 31, 2001, and portion B shortly thereafter. A pre final walls through should be scheduled two weeks prior with the city building and fire departments to address these items and any other life safety concerns. CC Evils D..I.y 214.431 -2111. R•! 5•••41ct., 214•431 -3555, 1.•p.cl.r Molal.r, 114.514•4434 • Ishii boil CO PIES SENT VIA • n FACSIMILE COURIP,R P0ST The Gaitmb t ttartirlan awls I. /mwleN • idri mw by masuri•1 or pvivlyd. Tl• lalo Ni I Y talado1 a M hi 1.h. ur ,ii b :maid, I or oft* ADAM kw. Um M sot Oar Is•adrl wdji.a, parr 1. mare am 4Y aidomo, copy 4, diMti.lat ar w of 110 ar.to d tli• WMrlo. k proIbh•d. V you Sow naiad tiio halmll• In now, r 1' nr+Iry w M erlo4l.n. ROUTE Date I / ;/ Sr. P.M. P.M. P.E. Super. Action ELEC1'RON1 C II - ..v..S.e:.:,. r...n F � M,tii;u.,w�wi+�;•w..:: ,• ..+.,iiiu.s�i its.. I. �e�aL <;x_iaau..,wii.�a....a.11 lii�;:c�£uii A.A `TEv. L BLDG PORTION 'A' AREA FOR GO\SID =Q.A" ON 'OR RI!T -T TO OGf.UP' 'c: :' • L�� AREA 5^°ARAT ON MALL AT GRID _ —SEE ITEM 12 MEZZAN;NE 0== LIVI - 5 X T —E FO__OA:NG ARE REOL REG _I=E SA.F T EY ITE 'IS TO BE GOMPLETD 3 =FOR= ISSURANGE O= A "R GFi TO OGG,FY" OF Tim REMAINING PORTION 0= — CIE EXIS — ING EUI_17ING BY THE OF 11.1<N! L.A. RE70 EXI'S- MAX TRAVEL DIF 250' It6G 004.232 2. REQ'D EXIT SION3 3. REQ'D EXI- _I6HTS 4. IP CIFY AREA OF EVA•GJATION ASSIST - PROVIDE PAI \7 S - JIP°D DEG< A �. - PROVIDE SIGN A6E 5. F R= SFINKLER- ACTIVE AND GOMPLEE`E F.% REST ROOMS COMP-ETE AJDI3-E1 VISUAL .ALARMS IV PAIGE AW APPROVED. MANIAC FIRE ALARMS OPERABLE AND APPROVE? °.. WA'ER FLOYV TAyF"cR SWIG-ES A'PROVED EY GI„ II. SITE °LAN - i7E4TiFY = "'ORARY PARK N5 12.4HR AREA SEFERATION YNAU. TO EE COMPETED 3. ANTIGIFATED 'Fc1G —I ''0 OGGI,PY' 7A"E 5 JANJARY 31, 2001. FRE FINAL PALK TF4 rUGH TAO INEE<5 PR OR. ':. • :SIMPeVt.t'.Ci - )..3T ElrE CF1E.V.:.AS1/.K.Tt a5:L:4• It - . IV4%31E 12I 41•11 FATUGUE TECHNOLOGY INC 401 ANDOVER PARK E �SIOIB.T M"t�l 1177 RIGHT TO OCCUPY 10. L01. E kL F RE EXT, I\6I)I5HER5 CRITERIA 1 ei! • d ,.rt.::; : ::,s::"i >.:aaai.kw.t:r rtt,tix :[.Wi[L'u11;i 1 ADA ITEM 4 . • . BLDG PORTION 'B' AREA FOR Ca513ERATION FOR R til-T TO GGCLPY • 3 ID lea -- T-E 1- -C.:__OAI\O ARE R:_':01,iRED _FE SAFTE1' IDS TO E,T GOv.PLETE BEFORE .55.,RANC,E OF A "IH 0 OLGJP" OP TFE REMAINING PORT ON 0= Ti-E EXISTING BUILDING BY TI-E CITY OF TUKWILA. !. ;ZED G EXITS.- MAX TRAVEL DIST 250 1FX 1X425.2.2 2. REO'D EX T SIGNS S. REQ '3 EXIT _IGHTS 4. IVENT:P:' AEA OF 'EVA:M NC- AS BLDS PORTON A) 5. P:RE 5FRINKLER- ACT VE At\D (..OMPLETE E. OPERABLE SMOGE VENTS 1. OJRTA 30AFGS -06-1 P LE STORAGE. S. RA C.CLIA CLOSJRE a H'GH P LE STOR RAvP DID TO 3E COvFLETE3 10. AJOBLE: VIS(AL A_AR.45 N =LACE AND APPROVED. II. MANJAL FIRE ALARMS GPERA3LE AN3 APPROVED I2. AATER F TAMPER StlITCHE5 APPROVED BY C TY 3. LOCA OF uyr AREAS 14. RACK STORAGE FERYIT 15. LOCATE ALL FIRE EXT11■6J;SA-7 IE. ANTLIPATID ' RIGHT TO OC..CIF!' DATE 70 BE 3E7RN.110 P. PRE FINAL MA...( TrIRCLUF. TAO YLFFAS • • •, CI a • A COLL I NS rn z V.7.5•4141'C 314• • • .:c !le Jr.? it s?1.1111 cx.illzhoE WA11Cet FATUGUE TECHNOLOGY INC 401 ANDOVER PARK E PrJart. MAMA 111? RIGHT TO OCCUPY CRITERIA 2 -_ __ Informa rrn E • To km • noting SEATTLE DIVISION (206) 282.0666 FAX (206) 282.0710 SAMPLE I.D. COPIES TO: SIZE Cox /D SAMPLE AND TESTED FIELD SPECIMENS IN ACCORDANCE WITH: ASTM C -31 POUR LOCATION AND NOTES: 4pppOJE.D �RO pLopvS. EQUIPMENT IDENTIFICATION AND SIN #: OWNER ENGINEER ARCHITECT EASTSIDF 11IVISION (425) 485 -1244 FAX (425) 485.4611 (253) 589.1804 FAX (253)589.2136 I MAILED: AREA (SQ. IN.) z o ct E CONTRACTOR BUILDING DEPT. SUPPLIER TACOMA DIVISION COMPRESSION TEST RESULTS DATE TESTED l-aa -D/ 2- o -ol 2 -o -0 het-0 INSPECT R: x FIEL1,� 1N AGE AT TEST 7 gS SLUMP SAMPLING AIR TEMP ASTM ASTM ASTM ASTM C -143 x C -172 , C -231 ❑ C- 1064( TIME, TEMP. & / DATE MIXING WEATHER 10:3 L CAST /- id"' 0 / PLANT "-L ES PROPORTIONS: CEMENT C'SE AGG. FINE AGG. ADMIXTURE W I/(rpCJD /� GOO l�►,Oa'0 POLY �l.t1 0 TYPE OF CEMENT = /Ir CONC. TEMP. SO rD SLUMP ins AIR N/A % QUANTITY 0/13 Cu. Yd. TRUCK 022 TICKET N 6'3Lv .2G S UPER PLASTICIZED SLUMP N/A MIX If 0G '/,C OO DATE RECEIVED: ///4 Dil l SzrF FoR Co�1xeErc �C�4G�i►�►E.�lr� Fe&rz• 5 &soEFw F1 1/ 0ur3=J)F O� 66th LzAJE 1(a . CoMczEr pt D rxE.) Dr z K.4nextrLy M This report is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except In full, without the lull permission of Professional Service Industries. Inc., Is prohibited.' "This certification attests to the accuracy of the results obtained from the actual lest performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries TS - 98.1 1 W 5'6°I*1413 k !! ' - '�I TSbtSfi'Y�Aa.541t rW, I. ter 'AY�t'is4wrtKMta PORTLAND DIVISION PENINSULA DIVISION (503) 254.8418 FAX (503) 252.5608..,. n . . (360) 297.8821 FAX (360) 297.8821 PROJECT 1P 7q2 -0o ?1 I DATE /- i -. c� / ,PERMI ?000 • o?w 'w . o . 44739 0 ENG ” FE % % RC I / S �A �A A TE T/ % CO�ITR cl, ; /� PROJ 4 WATER ADDED O 6l /4 C. LBS. 1,'1.44390 1(0 / bg W/3O ULTIMATE STRENGTH CNA �4ec�rrcrage IncC.4,eri,$i 4401 �9.voousd Pr ' E.45 r DESIGN SAMPLE STRENGTH F /4600, MM X TYPE C tNDEQ k GOUI'U FY r -% %, 'je' % % / % / % /i ITEMS 5,PEGT . ' , ; APPRO v E D )' y TAC� % % %,j / �, /// ; // 4 cu./4, //45-- <:-.; .,/./// MILES 3 ol00 0 NAME r. L BREAK NEO CAP OTHER ASTM ASTM ASTM C -39X C -1231 DATE: DATE: 5 CR CR ' 7 110, 4 30 5890 6000 ON 9nor JAN g 09 35.5 I FnX 15091535•I:e7 o P.S.I. FEE 2 0 2001 TOTAL HOURS Date OFF la :c'o SPOKANE DIVISION CHECKED t4 J6% ADMIXTURE ADMIXTURE ST OT FRACTUI TYPE =FO 16 200' v44envM•n2M1 nt! ...v. 5t "tk ,..Y.1!NWfHler3d!40JN W7nsw11 ib'a.LY- w+:.rao w. U U co a W W J CO u: w 0; ga I- "U Z O W uj U 0. 0 - 0 I- WW U I- I . z, U = 0 Z COMPRESSION TEST RESULTS SAMPLE I.D. SIZE AREA ISQ, IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LBS. P.S.I. 4 [o 1e zgr►V 1•23-oI 7 ►zZ�co 434.0 Jw 2$ I Ig -( ;-O( 7$ ISN 3s0 s O J N- -- - Lis. Iii ,p-13-0( d8 )55%2 3c• $SZO J D ar) N O;sc. , SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NEO CAP OTHER IN ACCORDANCE WITH: ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM C -31 A C -1432E C -17221 C -231 0 C -10640 C -39 IX C -1231X ❑ TIME, TEMP. & DATE MIXING DESIGN SAMPLE WEATHER 42:t5 /542/0•C• CAST f MP - 0l / PLANT 0ItL05 STRENGTH F 4oly0 TYPE CieIZA.OE,P PROPORTIONS: CEMENT C'SE AGG. FINE AGG. WATER ADDED ADMIXTURE ADMIXTURE ADMIXTURE 3440 144,980 11, Ia0 3 Gc &A /Alpo Pocsi //r,p G gelficy TYPE OF CEMENT lir CONC. TEMP. (01 • SLUMP �l 'J y/ ins. AIR / l/ 14 % QUANTITY ate Cu. Yd. TRUCK 030 TICKET* 4 SO SUPER PLASTICIZED SLUMP / MIX # Piyo0F POUR LOCATION AND NOTES: DATE RECEIVED: ' /, 7 ©N 5rr ...- ' Can rE • m •✓r Tiro • c rJ - , • - CrA/c.QC7E ► Eacc • 6A Apt. c A F.eo•. pcerABGE /JeppEQ 4" le) i01acit.4.vrc.4ccs- Caw301z1z4' c7 ••r-o G Rr9 lr.OF A - A.3 X i 1.1 .2.8 . SEE Fit 9984 a 2 2E - 5rc_ 4 4A/CE _gp___ PLkc - r"' 4PpRoUEl) pt .+ vS . FFR 2 n 2001 a ` . a. • BUILDINC EQUIPMENT IDENTIFICATION AND S/N #: D � T COPIES TO: 1 MAILED: 1 INSPECTOR: I I DATE: ; / / /�/' /, / / /. /���� / j I TEMS ; I�(,SPE /, j APP OV, D.P % ',,,,,, „' „'"” /, /: / ' C % o MI j � j� �- i , / / :i �j�04 9;41;714(// . L. /fit 1- /l0 -"/ OWNER ENGINEER ARCHITECT — CONTRACTOR BUILDING DEPT. SUPPLIER — v FIE CONTACTOJ DATE: _ — < .' 'This report is provided for the Information of the client only. The reproduction of this report, by any method, and Its transmittal to a third party, by any means, except in full, without the lull permission of Professional Service Industries, Inc., is prohibited' 'This the NAME ON OFF ST OT MILES S sE Fie /07 certification attests to accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent In inspection, approval or TOTAL HOURS rT' Information r �� To Build On Enamoring Consulting ulti, ' Tooting SEATTLE DIVISION (206)2820666 FAX (206 282.0710 EASTSIDF. DIVISION ISION (425) 485 .4244 FAX (425) 485.4611 % 1 • i4rr(1u E rECH TACOMA DIVISION (253)589.1804 FAX (253)589.2136 acceptance o1 other associated work or a warranty of design or workability of the specification requirements' TS -98.1 rA s45ak" � '�34"Mr..'Bit'S klAlN0/499rDSTI_FI'Srtt lnir;9m AMSIXtY, Nusa*r.u!�s*m�erlN� CR 113S8 SPOKANE DIVISION J AN 203535(fJg0 fAX (5091535.1267 PORTLAND DIVISION PENINSULA DIVISION ( 503) 254.8418 FAX ( 503) 252.5608 (360) 297.8821 FAX (360) 297.8828 100 4..'oeyEn Pk2W (Jc .r 5E4, — wiN 98198 In¢. llcvr v rvoc.E LkrtAu E i t w PRQJ,ECT,I,O. j• 7 0oa.1 1 DATE / - / G -o06 PERMIT; .� CITY j Tve4drt,4 Er1N �{ , 4 iii. ��� . / / ),f)9 ITEG %j CONT e C T ' R P51,O,f ADDR0 GVA ARrArrecrc /91c 1 401 4401450 Pe E ,- Certified Report by Professional Service Industries o Date . u ., ) Qn r . a✓ 1,-..."41 r.�H ,o re/2 �.irr (4i.T QM4 ^, j 4 .t /o_ /./» /.n f' G'i , p e�i1J a n . r ✓ 1 (i,1 Film. , l? an 4,7.) - ✓ei e4 ,e,e- /2n .2-6 r' 111 d Z L9 t-A-tirs /1 5 5. J/G f V, / 414,9: Li - Y/,:42/ lr .,u/ l G'dr)l,oQG3,�t- -i c1. J � e-SG (� ,'L6 j GC.h a� - L ' ✓a�"e e ti 2. r ' ff - x x 4 " C-m u/ m/Q.ad - l.,lut .Y't' 1' t , t .? /.1J Alit/ e ,,,r41 a?/ /y. I- , 5' GLr, d. '/*/ ¥' "a in . / f, S r►-+ P. U 1 4 �. �S" . � //� t/A4A/ !� �1 n E,(7 . 7-' ['Y.ea- 4(4 11k 0- 70.? 6, 51) ""4.4„...- i 4 ; a . T � l l R9 d S7 rufzii 4/44 / 3 ' - - d./. , • ' / •r, 1 .,. 1-:..'3 r , n 2001 ,, . CI BUILDING '"'' :y.,` DrEPARTNEN1 IDENTIFICATION AND SIN #: n/4 , COPIES TO: 1 MAILED: 1 1-IN PECTOR: I DATE: '! %�%� ITEMS INS CT ED1.0- . APOV 4 P, ' f�S- , �F rj P R / , / /� / / /, /r� i �o �� ' .. ( . .. 2 / : / ' i % / f �� 2 �' ' / % j ONCONFQRMI 0 /j % �% %� i %�, g/144 O 2 z � � OWNER ENGINEER ARCHITECT CONTRALTO BUILDING DEP . SUPPLIER F ELD CONTACT: — ." DATE: ` 2 ?- / 'This report Is provided for the information of the client only. The reproduction of this report. by any method, and its transmittal to a third party, by any means, except in full, without the full permission of Professional Service Industries, Inc., is prohibited' "This NAME -----....... ON OFF ST OT MILES 0/ 4 .% ff 0 11:0 0 y V i certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or TOTAL HOURS q / i- �+ i Information t' To Build On iEf glmwli g • Consulting • 'ate SEATTLE DIVISION EASTSIDE DIVISION (206) 282-0666 FAX (206 282.0710 (425) 485 -1244 FAX (425) 485 -4611 TACOMA DIVISION (253) 589.1804 FAX (253)589.2136 acceptance of other associated work or a warranty of design or workability of the specification requirements' Certified Report by Professional Service Industries TS -98.1 :Wit?°:OMIIVM Iw`n o.!t^f mc arr ., +#rvem.ms:uae rnx�:r�..vHVx+aa�, .ar.. PORTLAND DIVISION 1503) 254.84)8 FAX (503) 252.5608 PROJECT z • , DATE 2 -/ .// iii , , j/ 7 f1,E i R //j r;r * % _ms ; i 0{ FR 10284 SPOKANE DIVISION (5091535.3571 FAX (509)535.1267 PENINSULA DIVISION (360) 297.8821 FAX (360) 297.8828 Date - 11 u & tx r:. ru,✓, u +.,? .'70..tk XVJ "3i 1'!r+hnl • TS• 98.1 I T forma�m o Build kin Engk,. ,*,g • ConeyM,g • tlr m►,o SEATTLE DIVISION EASTSIDE DIVISION (206) 282.0666 FAX (206) 28240710 (425) 485 -0211 FAX (423) 485 -1611 TACOMA DIVISION (2.53) 589.1804 FAX (253)5 . L / d i ,.c. • / #/r / 4 / 4 EQUIPMENT IDENTIFICATION AND SIN #: V COPIES TO: OWNER ENGINEER ARCHITECT MAILED: CONTRACT BUILDING DEP SUPPLIER IN PECTOR: This report Is provided for the Information of the clleni only. The reproduction of this report by any method, and I s transmittal to a third party, by any means, except In lull, without the full permission of Professional Service Industries, Inc., Is prohibited.' This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent In Inspection, approval or acceptance of other associated work or a warranty of design or workability of the specillcation requirements.' Certified Report by Professional Service Industries j n ats2rgVp NS91M :fit;C><'S t?+ •?•r Q t i S°?T' r P? *EY>1x ,!?�*..715rS_.;.^'xr^S�' I DATE: -2 4z /0 ELD CONTAC NAME PORTLAND DIVISION (503) 254.8418 FAX (503) 252.5608 PENINSULA DIVISION (360) 297.8821 FAX (360) 297.8823 =.Q 0 DATE,Z_ _ 1 . OU - 22L "':'' W.O'II lit DATE: FR 0 2 3 FEDI ? 7nm SPOKANE DIVISION (509) 535.3571 FAX (509)535.126 ECEIVED Latin M03 EPARTMFKIT ITEMS; INSP q.rg �1 APPROVED P,L�A 9 / Nii9 M I N �� R JII�I / /,ice/••>W � OyCO / �� Nj 9Hi�1 , ON OFF ST OT TOTAL HOURS MILES Date • r ' ; ' ! • J _uul f-AWill Information E � r w • Consulting T..s SEATTLE DIVISION (206) 282-0666 FAX (206) 282.0710 EASTSIDE DIVISION (425) 485.4244 FAX (425) 485.4611 acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries TACOMA DIVISION (253) 589.1804 FAX (253)589.2136 4"t . PROCT NO'- T�J iii: %i PERMITO G�IT % % � / ��i ENG NEE %j ' A9CH //, CONTR*CT PORTLAND DIVISION (503) 254.8418 FAX (503)252.5608 ,.yvt/G. 6(6,41)1)0 i- O - FIELD REPORT FR 11561. 7'Yi "O z// DATEG —/ 0 -224 4 i..3 ! 5'?$;' ^StA::fiASv"- Si 1 Yff • " ," wuw+w:VKANJA1 , ±0.*raw�wn+sr+r+t°F :*4f e+r.`Y h9r.'rrro.te1lo _ mraeaj SPOKANE DIVISION (50)) 535.3571 FAX (509) 535.1267 PENINSULA DIVISION (360) 297.8821 FAX (360) 297.8828 Z.Z70 W. 49s7 Dale t'i I z H w 0o : cn rnw u_ luo D. 0 � I-0 z � w 0 0 F- w W I 0 0 0 I z AP - X /4/sI ;; Q e,4/ S/ .c CAat' Ey gal 1 c tf c.,W ;1104 4%v6 ,8E c'iL /G -si / E vG7 002 /4 e,Chil-6.., f16 �,a4cs GU6, a iLGI� 54'.I' V..S' j 7`1G LG �Z� .� -G fQ `, Wt1G of y • •/ //tom Ad y�� lG .4 77 /SO 60 ty W.1 v ,56 , / ? GS 0 A/ / ./ L/ ,f/1. P. / f C .3 v y 2 ,./ RECEIVED . F F B 2 0 2oa i DE ILDING PARTMENT EQUIPMENT IDENTIFICATION AND S /N #: ' COPIES TO: i MAILED: 1 /$ l/ / DATE. IT � / %%�%%% %�/% %%f�� JVJSI�I SPEggpy f 9P�I30V.pD .: ; /,!/' / i, ; %,, j� O N Q jT// R G %�& j j j j � j j jj %%% 9'!',%C/1/14,1)11)f j�j� / / /, /,4 - /, /.'./ /�% ,— OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER FIELD CONTACT: 1 f r/Y 0/ DATE. C 'This report Is provided for the information of the client only. The reproduction of this report, by any method. and Rs transmittal to a third party, by any means, except in lull, without the full permission of Professional Service Industries, Inc., Is prohibited' 'This to the the from NAME ON OFF T OT MILES `A C. -,$ 4 /�T 4 ',30 i - 5 Q Q certification attests accuracy of results obtained the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or TOTAL. HOURS A 'y f-AWill Information E � r w • Consulting T..s SEATTLE DIVISION (206) 282-0666 FAX (206) 282.0710 EASTSIDE DIVISION (425) 485.4244 FAX (425) 485.4611 acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries TACOMA DIVISION (253) 589.1804 FAX (253)589.2136 4"t . PROCT NO'- T�J iii: %i PERMITO G�IT % % � / ��i ENG NEE %j ' A9CH //, CONTR*CT PORTLAND DIVISION (503) 254.8418 FAX (503)252.5608 ,.yvt/G. 6(6,41)1)0 i- O - FIELD REPORT FR 11561. 7'Yi "O z// DATEG —/ 0 -224 4 i..3 ! 5'?$;' ^StA::fiASv"- Si 1 Yff • " ," wuw+w:VKANJA1 , ±0.*raw�wn+sr+r+t°F :*4f e+r.`Y h9r.'rrro.te1lo _ mraeaj SPOKANE DIVISION (50)) 535.3571 FAX (509) 535.1267 PENINSULA DIVISION (360) 297.8821 FAX (360) 297.8828 Z.Z70 W. 49s7 Dale t'i I z H w 0o : cn rnw u_ luo D. 0 � I-0 z � w 0 0 F- w W I 0 0 0 I z ✓ COMPRESSION TEST RESULTS SAMPLE I.D. SIZE AREA (SQ. IN.) DATE AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TE STED LBS. P.S.I. G X l2, 11.4 9 , -zs -oi 7 MR OGO Llioi0 . FE —. 2 -/ V• 17b 310 (#300 J ` G. G ��,�cq 2.-/ z� ,T4980 z5?) J M 1) 0% sc.cAirds SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NEO CAP OTHER IN ACCORDANCE WITH: ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM C V C -172 C -231 ❑ C -1064 C -397 C- 1231' ❑ C -31 g -143 IZI IZI TIME, TEMP. & C :',..f rf" • DATE MIXING DESIGN � SAMPLE 1111 CAST /— e / p ' 0 I PLANT STRENGTH F '7 1 /.M dO 0 TYPE qQC.,i/ WEATHER GGK-Jk j PROPORTIONS: CEMENT C'SE AGG. FINE AGG. WATER ADDED ADMIXTURE ADMIXTURE ADMIXTURE S' /460 /390 47)-- 7oly = /t6 v2. H c, - • SO > CONC. TEMP. S8 o SLUMP 1" ins. AIR K /A % QUANTITY/ 0 / 0 Cu. Yd. L � TYPE OF CEMENT - 0 4 S 3 GL "/. SUPER PLASTICIZED SLUMP /14ef MIX # tip /0 6 TRUCK O TICKET 11 POUR LOCATION AND NOTES: DATE RECEIVED: `�/ e .... 0 I (/4y AL ci, 'dew J eUnel P 1.4 .01 £ g rJ &'/ l; , .1. mi.. - . f ce. 9ct93 ? . • FEB 2 0 2001 EQUIPMENT IDENTIFICATION AND COPIES TO: MAILED: S/N #: ; IN PECTOR: - _ t * e . o • � �j / /.% � j 1 / / / / / / / j � j /, /,IyC NF R I OWNER CONTRACTOR ONTACT: �� I� DATE: ENGINEER BUILDING DEPT. SUPPLIER ill A RCHITECT dr 'This The this by any method, and Its NAME ON OFF ST OT MILES report Is provided for the Information of the client only. reproduction of report, transmittal to a third party, by any means, except In full, without the lull permission of Professional Service Industries, Inc., Is prohibited.' 'This certification attests to the accuracy of the results obtained from the actual test performed and/or observations .....a. •h. d.sna.1 1 HIS ,.nrl, redilientinn shall not ha construed to reoresent In Insoectlon. aooroval Or TOTAL HOURS _ try N i Information --- ow To Build On Eng rtng • g SEATTLE DIVISION EASTSIDF DIVISION (206) 282.0666 FAX (206) 282.0710 (425) 485 -1244 FAX (425) 4854611 acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries Date TS • 98.1 yrl!sar.�+3! �`tY!ANry(!!Md +T, k+ M4Y�s�?' �f4�aY�Yk' �. =tc•'r4•a,a»,w.aa.•+w,« >.,cro TACOMA DIVISION (253)589.1804 FAX (253)589.2136 24 2.0 3 CR 11159 PORTLAND DIVISION (503) 254.8418 FAX (303) 252.5608 SPOKANE DIVISION (509)335.3571 FAX (509) 335.1267 PENIN J ANvO 2001 (3601297.8821 FAX (360) 292•8828 re 2 11, 6 co 0 • UJ v o;. • u. 0 LL Q N d F ▪ 0 Z W U O N 0 H W uj w Z O H' Z 7 /� - - r.,13 7''2.- 04.2/, DATE 7 / - 0 / -.7 7 7! , j R .^ y /y/t 1cpp: �/� . � ,,I , PEllt (I No j/% I0 �20 � ' 1 •W .O. /�. &� / /j � �, ,. 8 �j ♦ .. • f1 /� ! RC ,,,,, T�/ j moromorfif �� 1 ' C0 ' IPMairr C e • - ESSION TEST RESULTS SAMPLE I.D. SIZE AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LBS. P.S.I. 19- G K /,U L7,k i /-,25 ' 7 13 q S o 4 44 90 .1 K 3 Zhcei 2._-1 5 e i Z 11Sos-D 6is H -- /- 7.1.h4 ,Z - /S .74 11'17420 6210 JL - 2) 0%s cc„rd SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NEO CAP OTHER IN ACCORDANCE WITH: ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM C -31 if C -14312( C -172 0 C•2310 C -1064 Z1 C -390 C -1231 0 TIME, TEMP. & 7 �� : � / 3,f �A/N • DATE 8 MIXING DESIGN SAMPLE WEATHER /4f�tpx7 y`f L CAST /" -G PLANT ���� STRENGTH F �llaD TYPE e.`Y1u,e4 PROPORTIONS: CEMENT C'SE AGG. FINE AGG. WATER ADDED ADMIXTURE ADMIXTURE ADMIXTURE 5 c 1760 /s'Yo � 14- 33cZ,f4•� -c�c. -• ro �,/ TYPE OF CEMENT y "-� CONC. TEMP. 19 SLUMP " / ins. AIR 4 4 % QUANTITY/ II -r CU. Yd. TRUCK I 0 9 TICKET M 'r/ L iG yt. SUPER PLASTICIZED SLUMP /4 MIX w O 796ll POUR LOCATION AND NOTES: DATE RECEIVED: /../ q 0 / 114 44 ° Leta./ z/ /se/ da a m iurl r..Z 2. 1 ( /24 Gs"ii_L a .eteL A fAL•01 1�t At, e11 1- /G -01 AG 9913, RECEIVED x � :r , yy 4 F •,i `'- 1��• R I '1 ( I EQUIPMENT IDENTIFICATI A SM #: A C S. 9'3R I L.0IN G ,) COPIES TO MAILED: IN ' ECTOR: I DATE: 1Cf�,ls6, ;%!F %7//4// ApPR ' / % %� # / / i� /� � ,(fp � '%//' � � /' �/ j i� /7/.�g `o/ / � � OWNER ENGINEER ARCHITECT — CONTRACTOR BUILDING DEPT. SUPPLIER �/ LD 1/ . TACT DATE. /// / / — -� 'This report Is provided for the information of the client only. The reproduction of this report, by any method, and Its transmittal to a third party, by any means, except In full, without the lull permission of Professional Service Industries, Inc., Is prohibited' 'This NAME ON OFF ST OT MILES certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent In Inspection, approval or TOTAL HOURS rI Information Enghatortng r �i Consulting Build rooting • Consu�g • • s `i'r SEATTLE DIVISION EASTSIDFDIVISION (206)282.0666 FAX (206) 282.0710 (425) 485 -4244 FAX (425) 483-4611 TACOMA DIVISION (253) 589.1804 FAX (253)589.2136 acceptance of other associated work or a warranty of design or workability of the specification requirements' PORTLAND DIVISION 503)254.8418 FAX(503)252.5608 �`" v 3,4/3 CR 11160 SPOKANE DIVISION (509) 535.3571 FAX (509) 533.1267 PENINS(Jt! 4 S2N 5 2001 (360) 297.8821 FAX 360 297.8828 Certified Report by Professional Service Industries Date 16 1 i i ; TS-98-1 cm . A l i t , s r V1:1 r L i4.1 anti►)? / /Letil GG�7.G,^ Of �A/l.Du 41i& �./. roi er.-64 5 �/ 1 A / .4 AirglA ✓ ilz4Yf / � n , ✓ ✓ J 1 m1pl„tAd. AO, - Past Gb / .Si r A A1I --,-h ahi e Z ✓ a d fi,e► m1 d Ali% Q - /S 9 04.:0_4070 0QL )( 6vr r da 4Le,I/P. ' 2 zoo ,P. a t7 f -te " Q� am rot, P, t- /y>i, ✓ 1 l D A . d u A .O e' 2 e%LM s Z G✓ All- ern .b / L LGO Ale/1) #v47d— / A / t 6, 7, V/J 4€401 /TeraZ, i # (i / I,/ ',debit) , r4� £ift 1J / 6 Arcd e,G, G /4/, / �r /G / iv) . L tY •, . A R2.5" Pjsr, ri 7"4 y» . lG .1t 14/C, .2- . o n Q/ .1 f LG , - �� / 2a /1,9'. T _ .0 // /,. 1 / - -ice _ , .. ' . ,.. - - G2u /.f 73 L, 1 a A 4 75 1 3 ,14 ,..4, pv, a= 0 ' A 1 ` „ : ,,:i. KECEI V ED F{ 15 (_i1111 COMMUNITY DEVELOPMENT EQUIPMENT IDENTIFICATION AND SM #: ri /,' COPIES TO 1 MAILED: I INSPECTOR: J DATE: 7'.!�%%%l%%% I" - %/ //% ITEMS I OV NSP ;T D T 9 A D 0, S., .p , ' / ,./.7 / // / "� �� // , C0p1 9� , , / /, / /�/ /// , ,� • � / /� // / / / ' / 0 CONF9RM , / / y� /iii ' Z ° j /9/ OWNER ENGINEER ARCHITECT CONTRALTO BUILDING DEP SUPPLIER � 'u ` IELD CONTACT: DATE: ` 2- q -ai This report is provided for the information of the client only. The reproduction of this report, by any method, and Its transmittal to a Third party, by any means, except in lull, without the lull permission of Professional Service Industries, Inc., is prohibited.' 'This NAME ON OFF ST OT MILES ,,L 4 3o /0" SO 3 1 / certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or TOTAL HOURS 3 ) 4 7 . Inf ormation /To Build On Engh . rkfg • Con.td g • roiling SEATTLE DIVISION EASTSIDE DIVISION (206) 282-0666 FAX (206) 282 -0710 (425) 485-4244 FAX (425) 485.4611 acceptance of other associated work or a warranty 01 design or workability of the specification requirements' Certified Report by Professional Service Industries ilec,Amnio FI ELD REPORT TACOMA DIVISION (253) 589.1801 FAX (253)589.2136 PORTLAND DIVISION (503) 254.8418 FAX (503) 232.5608 FR 10280 r G /oil ai)drdii/ Lf ,,fir ` r, /1.t1`h_ ;; J i PROJECT NO''! PERIVO ;E / // % 9g C /; /// , . fro: 9OORESB 712 - ed� DATEZ -9 -mo -. ii.' r04fo= w.o. 4'B.z VS' Tuz -i-14, Lt LtiA //` G 4,44 4'o/ /.1.1 ell1/1 1.LI/ &,i2 Data m Miwiw,7m....vo 3f!avrhy∎kvf.'F,w.F.m4 1 z.gWeP1)41. SPOKANII DIVISION (5091535.3571 FAX (509) 535.1267 PENINSULA DIVISION 060) 29741821 FAX (360) 297.8828 13 U ki z tu Et 2 v �. to 9 LL w w co O �W w uj n o' U • 0 1 : w o ii z; U N, O z e74., s /T r v 5 rP r.w file 5TE 04 /tv5 erc ff> C'.E'2 i is , 5 .D/, I -00 D/. 3 -Y3 1 l0 c v- APtre v P R/410 s, PE 6fe(PetE ' /,,.s P • o,L. Tile /' aow7,..-c , /) [3 Roof o /JIA /. p c� G,✓,tet To P E A 014)C- ff D 56,3/ // 6 4 1 0 }, d ! /r / -/ / 6 Deex/,./ Pwoi)is sfAryi'4 a5 4 f - -fg. /,/ - /z, - Z-7 Efox 0LT5 RooFGE - ' *. 2o. a 3 � y � 'r f}‘ c 7H� � ''D � PINY /� r it ivc�r , LG co/✓h ii"1i 1 ! 4 FT.ER / QF Q A/Z () LrE r v it %i'( vr/GF 6 "r IDE frh' , E oxY ,5 Hari /fir NY -/ s 0 9 C 434 `I M,v/ PE D4 5*5 s b ! (arAr citt.6. s ` -4- -// y ,4 &Fz/ V 4-G / S FEB 14 2001 COMMUNITY O Vi..-..L.OP VIENT EQUIPMENT IDENTIFICATION AND SIN #: Fja ..:- COPIES TO: 1 MAILED: 1 INSPECTOR: I DATE: % %% % /. ' /i ITgJyS NS'�P, c' A, , � A PPROV. 13;6 ► ; '� i / � i ;: / /C N OHMI j , �• ; ' /7% j// ./j, /ONCONF9 OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER FIELD CO TAC� DATE: — 'This report Is provided for the Information oI the client only. The reproduction of this report, by any method. and its transmittal to a third party, by any means, except in lull, without the lull permission of Prolessional Service Industries, Inc., Is prohibited' 'This NAME ON OFF ST OT MILES 4 <ei.'! /I c E(z s--, b /z 7 0 9- 1 8' certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or TOTAL HOURS , M�ti Information cc a� 7 r To Build On �• Consulting • Mating SEATTLE DIVISION (206)282-0666 FAX (206) 282-0710 EASTSIDE DIVISION (425) 485 -1244 FAX (425) 485-4611 TACOMA DIVISION (253) 589.1860 FAX (2531589.2136 , FIELD REPORT acceptance of other associated work or a warranty of design or workability of the specification requirements.' j2 -- PORTLAND DIVISION (503) 254.8418 FAX (503) 252.5608 Certified Report by Professional Service Industries R §*L oWX. R,vfst Wxx, S.ttAAtrix ra ti"r,Ti C✓pMa ltar ^r+p+ r,,,moiivwfwfm aaiA+ , FR 14562 SPOKANE DIVISION (5091535.3571 FAX (509)535.1267 PENINSULA DIVISION (360) 297-8821 FAX (360) 297.8828 ti Ev/,v tl /E/ FA #61e 7 H ,aaok- Z,Z, = TaKwiL10 s fr7 `'>9c2r1/r 4-0/ A• ,, Devck MAY EAsr P1304ECI;N0 j; 7y-2 - ©z // DATE 2- / -c/ Date I' 1 ' • 00 f° ENT��/ r j ` ° � I, 'l / ; I1 :,- ~ t . l •h PROJE f10�,'/. e ;K7 �� %l - . _ DATE . -. , . . . Z tG.. --- / /. A 'V 4- ". 4 4/ -.1 3. 7 4.1 /.. "UM. ,, MININF r 4,,1 ,f,., :- i , ,.. . 4./ ' ".., .• • RESSION TEST RESULTS SAMPLE I.D. SIZE AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LBS. P.S.I. / G u /..7, ZS&o I — /g -e/ 7 lb(o41.0 38' to ‘ N t{- - e 4 ZS ,oq L -8 -ni ..24 iu`S85 S3U0 3R. -. 24, 2.- - o1 Z1 ISt 640 5400 '_ — 23 V # 01S Gcxec , SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NEO CAP OTHER IN ACCORDANCE WITH: ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM C -314 C -1430 C -1724 C -231E1 C -1064 C -394 C- 1231, ❑ TIME, TEMP. & 8 • d6/ A..y. DATE r DESIGN L! SAMPLE WEATHER at) `// I CAST / - 1I - G/ PLANT 6ii� STRENGTH F 76 0 0 TYPE err7e4 PROPORTIONS: CEMENT C'SE AGG. FINE AGG. WATER ADDED ADMIXTURE ADMIXTURE ADMIXTURE SYo /$ 4.o ! 3 Id :ad, a , ;n/ - «. 04 . ice'► yz. °- Sd TYPE OF CEMENT CONC. TEMP. �g SLUMP 1 7 ins. AIR KlN % QUANTITY � 5 Cu. Yd. TRUCK I 73 r TICKET # 5 ?V SUPER PLASTICIZED SLUMP / VA L _ MIX a ti L Yd O , POUR LOCATION AND NOTES: DATE RECEIVED: / -- - d / 0 „42.1,4./ r i.,» w2 /A Ge'jy l/n G /��i tl/� /. y1 mi 7 I ..�� ) // : IGLGGi. z/ X /i6m e r> p az" J: 4.C. /d r l u er/ o c-fip -L./ _ .,,,/ /¢.3 �. 9 2' alias c �:�L i.- w, 2•, R t'0 -hi- S. ,or � U %i id / 4.5 y` 4.9 - .rr. IY G. V R , 3 / D. A• F l.Z., 2 • / rn /0 4 d.... &h., i ---I . / ' 1 io LJ/��tdi wl n G>li t. T/l)6 -t//i1 n/, EQUIPMENT IENTIFICATION kN D S IC rte / rO 3 COPIES TO MAILED: IN PECTOR: DATE: %. ITEMS 40_,% , �%// ;, `I SP T -D O , 'j % %� // / ! _ �, / ��? > ' R S IN r r•"4 / � / ;.N C NF R 1 ',/,'%W/%//////// ii i? ' ; / ` OWNER ENGINEER ARCHITECT CONTRACT* - BUILDING DE SUPPLIER ail r IELD CONTACT: / DATE: .— -ii - 0/ 'This report is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party. by any means, except in full, without the full permission of Professional Service Industries, Inc., (s prohibited' 'This to the Irom NAME ON OFF ST OT MILES j6 ` . Q 0 /d t D Q , 3 / 40 certification attests accuracy of the results obtained the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or TOTAL HOURS 3 � Information _- lECEIVE � � _.�r • SEATTLE DIVISION (206) 282-0666 FAX (206) 282 -0710 EASTSIDF. I UIV ISION (425) 485 -4244 FAX (425) 483 -1611 acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries TS -98.1 toItT b+fw,,v)",w gun,,Z5V x wr 2' CR 111 JAN 18 2001 FEB 14 TACOMA D 200 IVISIO . iciessianal c ) a ,;,) 5 %1 j%X (253)589.2136 (503) 254.8418 FAX (503) 252.5608 �.*f, -r.T•, SPOKANE DIVISION (509) 535.3571 FAX (5091 535.1267 PENINSULA DIVISION (360) 297.8821 FAX ()601297• Date w 0 w 0 0 � LL wO u__ � Z F � Z1- V C3 N C3 I- w w 1-c LL. ~O l z U _CO O ~ Z 1 ��� /� �E // / 11.#07411r011111M.111M4t / / / , Vi c'' 0 �k7W7MIF/ V I P tOJECT NOI /, - , , DATE — . - . - - w,0. 4' h, � �P a/ �� /� �.r/ i'L — y� �� "'Gel) /.l t a nr,,� i eoLts� €,-/o o kti c 4Iu/ / -/ # n C'i/Z- trr aro r r q try.' aria- , � 1 ZG�I 4 1 t- rt, 79.o J4 • `ertd,, kill AZ 0 It r f DORES , ,gN�i EA". A l dl, M-1 G H ■? G.IG r Y) R�i 7D /JO ..1 • Fie- iz. ,BSf e n q- S ell Pie— c/MG 74/ dr) 9-Pi -- a o �.t t _ . , p i �i. tr- 7/e j/4Ar.L mieli>�7 �`�,a�otc-frbt/ D{ / 1 ✓ �l/ II /41 4 E .e e n m Ge s r o .r , g e. yi yr► i' hers .o lied - 1� G0) f?4 . i d t a y[' , , L #n fc r-m r ea /a,, . ' 2 i e9 iff-u 1-31- c' i r / a S'" LLt.,r/ ?�l / '/ >!h, A Tio , a/ �� /� �.r/ i'L — y� �� "'Gel) /.l t a nr,,� i eoLts� €,-/o o kti c 4Iu/ / -/ # n C'i/Z- trr aro r r q try.' aria- , � 1 ZG�I 4 1 t- rt, 79.o J4 • `ertd,, kill AZ 0 It r A - 17 c Ga/ A YGat kw- rir e, LC /A/I t4 S r6 s , pii / fr f0 EA". A l dl, M-1 G H ■? G.IG r Y) R�i 7D /JO ..1 • Fie- iz. ,BSf e n q- S ell Pie— c/MG 74/ dr) 9-Pi -- a o Fe - 1 /D S/ are M- /z -D1:I ,1 - /908 e n lQ- /Z - do, EQUIPMENT IDENTIFICATION AND SIN#: h /4 COPIES TO: 1 MAILED: 1 INSPECTOR: I DATE: 0 /%% %e ' / 1 2 jj'% j / / / / / % / i %j; /� N �; / -/ ',2.7z.' -//7 R /� OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER Fl LD CONTACT: DATE: — — — _ � 'This report Is provided for the Information of the client only. The reproduction of this report, by any method, and Its transmittal to a third party, by any means, except In lull, without the full permission of Professional Service Industries, Inc., I5 prohibited' 'This NAME ON OFF ST OT MILES ----....1 /4 , ?O !.', ?' 3 L p certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the dellned scope of the work. Certification shall not be construed to represent in Inspection, approval or TOTAL HOURS i ? - Information �_ Build Engbt ring • Consulting • Meting SEATTLE DIVISION EASTSIDE DIVISION (206) 282-0666 FAX (206) 282.0710 (425) 485-4244 FAX (425)485.4611 TS • 98•1 „ . ^> f imrt.y4twowitAA1M :VIf'+•k••cw,k . i Yaag,,, p„,„,, „. TACOMA DIVISION (253) 589.1804 FAX (2531589.2136 FIELD EPORT acceptance of other associated work or a warranty of design or workability of the specification requirements' RlEC "/ ” MAR 8 H ill COMIVIUKCY jF1(E4 OK: )PENI` PORTLAND DIVISION (503) 254.8418 FAX (503) 252.5608 FR 1029 Certified Report by Professional Service Industries '' Date SPOKANE DIVISION 15091535.3571 FAX (5091535.1267 PENINSULA DIVISION (3601297.8821 FAX (360) 297.8828 • � W U U0 0)O cow w o J < CO I- Z F Z O F - w fi 0 a co o 0 1- W U N: F -� O Z f7Information — Ll To Build On Ei gbn. ,* g • Con luI*ig • Meting SEATTLE DIVISION EASTSIDF. DIVISION (206) 282-0666 FAX (206) 282 .0710 (425) 485 -1244 FAX (425) 485-1611 e1 TACOMA DIVISION (253) 589.1804 FAX (233)589.2136 F Aj'te.vc `atN ►J_4rr. - >w•4 Talc t?0 ggaot "bar∎ (t z 1 L 92A38 - 2e5CP! C 1 1 ANE D ION 15091535.3571 FAX (509) 35.1267 PORTLAND DIVISION PENINSULA DIVISION (503) 254-8418 FAX (503) 252.5608 (360)297.8821 FAX (360) 297.8828 ;PROJEC'CflO ' 14.2 DATE 31&./0 PERMlitit/ l7 w.o. 4°5oa°5 ENGINAEF / A9C�(i1T C j� Osi P;°" IN1cC.�zN P,RO 0170* �7 acceptance of other associated work or a warranty of design or workability of the specification requirements' Certified Report by Professional Service Industries Date Z W 00 W= 'J W 0 = Cy uj 1- Z �. I-- 0 Z 1-• W 0 o I- WW I- LL 5 Z W U N 0 Z COMPRESSION TEST RESULTS SAMPLE ID. SIZE AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKE FRACTURE TYPE LBS. P.S.I. A lo'" IZ' 2Ss•21- - bits 7 111gfo0 34at) .3 l} - - a t. C. 4 t 2a 7 4/; 2s SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NEO CAP OTHER IN ACCORDANCE WITH: ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM C -31 [ C-143 El.-- C -172— C -231 C-1064 ti C -390 C•1231 (tre 0 TIME, TEMP, &7t /44o DATE 1 MIXING DESIGN SAMPLE WEATHER 0 gear - -k t CAST l $ / 0 1 PLANT N)t(-»`J I STRENGTH F 4 o TYPEC `4 Lt �p'`z'S PROPORTIONS: g CEMEN`�%--4-1 C, E G 3 / � C `N WATER D ADMIXTURE ADMIXTURE ADMIXTURE _ TYPE OF CEMENT a- -LL '51 o CONC. TEMP. � SLUMP 4 4 ins. AIR 4 •' % QUANTITY C Cs ) Cu. Yd. TRUCK 5 a TICKET* 541 7(o "5 SUPER PLASTICIZED SLUMP MIX N Oda b POUR LOCATION AND NOTES: S ` — LV,.. _ (DA c» Cs= DATE RECEIVED: • 3' CI 1 0 l - g AS i�EV.... A" Ic)∎(Z..b PCZ .5�.� b=c.v NEr S, Go► . ` s tfs • "'"ALL. _e.'-�.. ' _ c_c:::. .-ct:.'Cz EQUIPMENT IDENTIFICATION AND S/N#: COPIES TO: MAILED: J INSPECTOR: � DATE: �r�% % 7, -77 /// / ; �i. �• // � j i /.. A 'N / i �� �q /, / j / , 0 /, C N 1 f // OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER FIEL CO TACT: DATE: 'This report Is provided for the information of the client only. The reproduction of this report, by any melho , and its transmittal to a third party, by any means, except In lull. without the full permission of Professional Service Industries. Inc., is prohibited' this certification attests to the accuracy of the results obtained from the actual test NAME ON OFF ST OT raster 1.0 , llL :.E performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or TOTAL HOURS 4 f7Information — Ll To Build On Ei gbn. ,* g • Con luI*ig • Meting SEATTLE DIVISION EASTSIDF. DIVISION (206) 282-0666 FAX (206) 282 .0710 (425) 485 -1244 FAX (425) 485-1611 e1 TACOMA DIVISION (253) 589.1804 FAX (233)589.2136 F Aj'te.vc `atN ►J_4rr. - >w•4 Talc t?0 ggaot "bar∎ (t z 1 L 92A38 - 2e5CP! C 1 1 ANE D ION 15091535.3571 FAX (509) 35.1267 PORTLAND DIVISION PENINSULA DIVISION (503) 254-8418 FAX (503) 252.5608 (360)297.8821 FAX (360) 297.8828 ;PROJEC'CflO ' 14.2 DATE 31&./0 PERMlitit/ l7 w.o. 4°5oa°5 ENGINAEF / A9C�(i1T C j� Osi P;°" IN1cC.�zN P,RO 0170* �7 acceptance of other associated work or a warranty of design or workability of the specification requirements' Certified Report by Professional Service Industries Date Z W 00 W= 'J W 0 = Cy uj 1- Z �. I-- 0 Z 1-• W 0 o I- WW I- LL 5 Z W U N 0 Z C,, Informatj 1 To Build Englineoring • Con u/Mnp • Timing SEATTLE DIVISION (206) 282-0666 FAX (206 282 -0710 PROJECT NO: ,, ' RA�IT c iii' ENGINEER r%i A RCHITEC1% / CONTRACTOR R PROJ'A oDRES EASTSIDE DIVISION TACOMA DIVISION (425) 485 4244 FAX (425) 485 -0611 (253) 589.1804 FAX (253)589.2136 EQUIPMENT IDENTIFICATION AND S /N #: COPIES TO: IELD REPORT Ie TS • 98.1 OWNER ENGINEER ARCHITECT MAILED: 'This report Is provided for the Information of the client only. The reproduction of this report, by any method, and Its transmittal to a third party, by any means, except In full, without the full permission of Professional Service Industries, Inc., Is prohibited.' This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent In Inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries S tto-R CONTRACTO BUILDING D SUPPLIER IN CT ELD CONTACT: Z— NAME K"itrarim$}"IvY:1,!,,M,015, ra;awrxim;m,erver ,y, , ,,,,,, , ,rwV PORTLAND DIVISION (503) 254.8418 FAX (503) 252.56(18 i DATE DATE: re R ? 15 0 6 r8 SPOKANE DIVISION 1 FAX (509) 535.1267 PENINSULA DIVISION (3601 297.8821 FAX (360)297.8828 ATE O.SI/, 77. w4 1 M N �SPE , T D' ;/7/ jP OV j p A)yg(#9 /j / / / � %/z // ' /C pj 4 ',� 1 , /�� „. ,,;„ . ././ , , ,... ; ONEONP9RMI ,,,,,,,, ON TOTAL HOURS Date OF :wm.�wKtdf*M4»ftrs ST T • .... .J ..''J MIL a� Information �To Build On Engkt ihp • Corms/dm • Testing SEATTLE DIVISION (206) 282.0666 FAX (206) 282.0710 EASTSIDE DIVISION (425) 485 4244 FAX (425) 485 -1611 PROJECT NO: ArftlaliMal C ITY / ii - _ _ -/ Al'" GCJ$ ENGINEER ✓. / 1J0 E ARCHIT % CONTRACTO,A #V6 0 .0J ADORES FIELD REPORT acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries Al m +."i !'T>ir!!T+"fi�:'9rtu'! ?rgia+ wake ,�xvnr�•.x�rx7s;S::•"3;Y *'Y+Y TACOMA DIVISION (253) 589.1803 FAX (253)589.2136 teft M'KMf�1fJ�tF ! M R`�8'nA',(Iny�y. �.r I,WT!A'%Y'S1MS'C"�• ^, "�iY'.e•.1,4 AM'�K'.W� PORTLAND DIVISION SPOKANE DIVISION (5091535.3571 FAX (509) 535.1267 PENINSULA DIVISION (503) 254.8418 FAX (503) 252.5608 1360) 297.8821 FAX (360) 297.8828 / /9. 4 Data t+v. -�vw: • �?pY :v+NVVi�"+hN�s 7 3 1- cc 1 1 0 0 co o V) w wO 2 q N 3 I- w Z�. w 00 0 w w ' -- O w z' N 0 I- 0 z i 5". / .v 5 crae O 4/ C/—re— ,cat ,teOl 7 ��O.X1 .i.e.- 040 Gt/6dZ6 ftdX E.t# /4/ ' , Sd GU GC /. / - 14! / - ! 12 &alZr A,GS44/ . e J •'A' .. - *Y.3.," /6 S' Lr"s 5 EGG it44G�S /lam 0 o iso i1 -e00-G ilzeo, G (J $ Ze, GE 's�cl- -6/2 Gs y s/ S-o `7 _ 7 / c 05re Gva x-' moo .el, 6' I.s 4 / � e" 4 !-, .'s J 90 /ys -/2t. G� � em/a- , �ir?/12 G2. /L7% /7 f' iey ! . / -,,jeise_. .C/L e/1- irz., /.4_ `7f R cE ;v l FEC G /ijc1 UU Mf M Ulf' it °y DEVELOP hA EQUIPMENT IDENTIFICATION AND SIN #: COPIES TO: 1 MAILED: j I A;Mi IA 2, 22- a DATE: / % iii'% /1 % �4 j / MS1NSP„ECTgD/ AP PR O V D P, NS oy / / // /CONFORM! , //� / / /�� % " ,z ✓ „ ;,'z i.0 %.; - T om. /T% � , //0% j � O N C O F RMI / �/ ii i , T OWNER ENGINEER ARCHITECT C BUILDING DEPT SUPPLIER FIELD CONTACT: JZ - 22 -c// DATE: _ • 'Title report Is provided for the Information of the client only. The reproduction of eport, by any method, and its transmittal to a third party, by any means, except In full, without the full permission of Professional Service Industries, Inc., is prohibited.' 'This NAME ON OFF ST OT MILES 6-.5 ;er 0 V /�,i e, 1 l/C FO certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent In inspection, approval or TOTAL HOURS a� Information �To Build On Engkt ihp • Corms/dm • Testing SEATTLE DIVISION (206) 282.0666 FAX (206) 282.0710 EASTSIDE DIVISION (425) 485 4244 FAX (425) 485 -1611 PROJECT NO: ArftlaliMal C ITY / ii - _ _ -/ Al'" GCJ$ ENGINEER ✓. / 1J0 E ARCHIT % CONTRACTO,A #V6 0 .0J ADORES FIELD REPORT acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries Al m +."i !'T>ir!!T+"fi�:'9rtu'! ?rgia+ wake ,�xvnr�•.x�rx7s;S::•"3;Y *'Y+Y TACOMA DIVISION (253) 589.1803 FAX (253)589.2136 teft M'KMf�1fJ�tF ! M R`�8'nA',(Iny�y. �.r I,WT!A'%Y'S1MS'C"�• ^, "�iY'.e•.1,4 AM'�K'.W� PORTLAND DIVISION SPOKANE DIVISION (5091535.3571 FAX (509) 535.1267 PENINSULA DIVISION (503) 254.8418 FAX (503) 252.5608 1360) 297.8821 FAX (360) 297.8828 / /9. 4 Data t+v. -�vw: • �?pY :v+NVVi�"+hN�s 7 3 1- cc 1 1 0 0 co o V) w wO 2 q N 3 I- w Z�. w 00 0 w w ' -- O w z' N 0 I- 0 z 7 ' ' • _ , , P AJE • ' = ' /i, !;. PE. • j�� �� -.au., - . DATE 2 - • , - 2.00o - _ O. , /: „./�i/ i ,n Giost . CO Q - - ESSION TEST RESULTS SAMPLE I.D. SIZE AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LBS. P.S.I. x� � 2 , if • col 2 -20 -pi 7 .es z10 T 7 S j -r fi 3- /3 - n1 3- /3 61 21 21 G 13 44 SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NEO CAP OTHER IN ACCORDANCE WITH: ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM C -311 C-1437 C-172,6 C-2310 C-10646 C -394 C -12310 0 TIME, TEMP. B 7' 4 d A • 4 ' ' DATE , DESIGN SAMPLE WEATHER Glc.,i 33 CAST - l3 - O / PLANT STRENGTH F 4 a TYPE Con G f” PROPORTIONS: CEMENT C'SE AGG. FINE AGG. WATER ADDED ADMIXTURE ADMIXTURE ADMIXTURE 3% /960 / 2G0 • -- hog 1r. /p hvg.A9d , TYPE OF CEMENT .Z Z CONC. TEMP. G d u SLUMP 5 ins AIR / % QUANTITY // 0 Cu. Yd. / S . ' TRUCK S TICKET# S3 4 2 76, SUPER PLASTICIZED SLUMP m /4 MIX r P6 yG 4 F POUR LOCATION AND NOTES: DATE RECEIVED: 2--/ - 0 e 4 / ' - .• —AP .. ! ii i . / . ^. ii • . At. i. -- - ..// / . ■ , / .44 ./ 0 . • , .. A !, • . ., L, G 6 , -I.. , a o. - . � . .. 4 �. i a ut.;e1& �f , A� , EQUIPMENT IDENTIFICATION AND SJN11: A T' - Co 3 8 , D 4 ,6 . COPIES TO: I MAILED: INSPECTOR: DATE: %. _% j%% %0��� /1 .IT ; / :/��1P � / / j /j / A � II� t ; 1! /�/ r/5",/ / / _ i . // � z I / " ' ` - / �� � 0 J _ OWNER ENGINEER ARCHITECT BUILDING DEP SUPPLIER F LD CONTACT: DATE: _ CONTRALTO • bIs report Is provided for the information of the client only. The reproduction of this report, by any method, and Its transmittal to a third party, by any means. except in lull, without the lull permission of Professional Service Industries, Inc., is prohibited' 'This certification attests t0 the accuracy the from NAME ,ply,. $.� lo •f T MILES L+ Fc ,: q 01 results Obtained the actual test peROnned and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or L t , TAL HOURS 1 MIX i7 Information - / To Build On linglnowing • Consulting • rooting SEATTLE DIVISION (206) 262-0666 FAX (206) 282.0710 EASTSIDF. DIVISION (421)485-424 4 FAX (423) 455-4611 TACOMA DIVISION 253) 589.1801 FAX (253)589• acceptance oI other associated work or a warranty of design or workability of the specification requirements' PORTLAND DIVISION •841-4 FAX fSOl12S1. R e, z gi.2— CR 12026 FEB 2 1 927331 FAX (5 35.1267 • • • PENINSULA DIVISION 11601'97.8821 FAK (560 , , CCMMUN1T DEVELOPMENT Certified Report by Professional Service Industries Date n mrts ten+ a N,nw sA 2t+,;'t x' 7131EIMI taxs� 4 4, 1 C A 14' ' 4 . _ ■ As —12/ . 11 il / 17 4' ..,,,.." ,/,, .,t./.7 e f 424d/ ' ( , • 1 :gt • /Me 7 ? , A1/ fri c. / .14/ JI - ' tdIf .14, i e ,/ ./•L i‘ 3,24 ./ e /ix e-- .1, A .e..--e?"...7.$1 6 01 A , t il 7 4, ir./ e` C. g ' Il. "/ 7;; LI 74; / a 1/41 I .:/e.s. , ie ie i. Ye- /,/,/,'/A.1%, , r ,,,:, :r 19 in ./ al ,-',< ,-',< f > A 1 ::/ , //'; .... r' ., 1-"t . it . eir /1 . 2 - G , I e 76 i'-'7) < Ai 4 AI ;4 4 .' /-/ r!I /7.4 , - 4 x' r) e /4"/ n ..,- r . T 4.- ifv 1 Ore / / c't . ,- tO 1 P 4 e s lie/ e J / i (• -• . . . , . . .• •,... ,.,.. . • , ..'.:.,:....-.-... i ... , : . .. ;::,, .... ,..:-...,,i,,..,..: :!........,.., ...,,..:-., . ; ,,.......,:........,..,,;‘,.;;;, ,.., .. . . nrotwco CITY OF ": .:**7 Y•-.i ‘:: , • '' :',... t D • 20Z0 • • „:„......,..%,.., ::..... : , - ....,,, ., -.:;:.: :J.‘i:'..• : /.. .-, .....-... .... i.,., ...::::::•-:,......,..,.. ' . .0 . -., . - PPF:IMI't rtnrrErt '...:).;: ....,.....,,. -:.....,•...:. ,...?.:. :..; .--... .:....;;,....•... .;.,..,',„, ,,: ': ...:- i .t.i 1.. :,..-.-:,..., .... . ;.,;,,,..:, ... J - . L., ...`,..! .. !,.... ;; ,.:.,:',.. -..',,.:'..:',,.. ,...,, EQUIPMENT IDENTIFICATION AND S/N#: -.11.4 -...,-..:..,....-:::•,,,..: ,....,:....;,-::..::..,..?:!,...:.:.. - :.•: COPIES TO:`"; MAILED: ' ' INSPECTOR: '..0, . . • DATE: ./ z / I • / e " a • . - . ,, , 1 : , : i t;rA;4:4' , :',.‘7,' " "'" ' OWNER‘ 0 0 0 " t , ? . .;; ,- ) .,, ::.•.' ,- 1 4 A,* '':; ... lg.' CONTRACTOR .';':e.' !'„ SUIL DINER G_DE PT. 'd wil.14.P.Mli. ' SUPPLI ...f,PL . , . "i.? ,':. - ! ,. .: . / ' ' •• • • ' f:vitiv, , • i if r Lu. uupi A ,. ATE: /, e )7 _ -. -.4'',;: - .. . fiS 'LL k .. V I - - l ' IOAtiil.' A '.6 ' , t'bW-v.d: . 1 (j...t. 4 e c . , ) ';'-'1'' / impsmi...., ° ,■ . r . * .4, •,(.1;0 Aiv-iiimmiit -.....& , LAI f;t...1-iV 4L91. ,46W17, report NiprovicklioVtie of the:client oitly..ple reproduction. of " report:by any methOd:ind 0*tfqftdigOilifterattV;hy14 {40E1;k:without the ful permission of professtnal Service IndiTitziesi?c; Vagital7yAlsgs , ;-.r.z! • 34 c,,t4 1" A ,, thareSube obtained from the acttiai performed See/or ii"serveilorts nada viittin the defined scopiof ine work. Cerfflication shall nbt be conshued trepesent hi 111`44,6,:thfiiVilAY6vii or 40: 4 04 " CWr ". °';441 W ..:;g{.i.4 0 1 4S"?ji$ C (fled rt Vt01,1 ert °fess! a le eindirstrIesYnie.WAt', • ;III 4wy avyLLLAILT',, .-x;.Lesra HOURS NAME riltOFF ST OT MILES ryk, z 11- Z w 6 _10 00 co w UJi j_ u j 0 2 g I u±i z 0 Z I- UJ uj c.) 0 - uj 1- 0- 0 W 1 0 1- z DEC -28 -2000 07 53 wommlior IA* M2CA R TWY Fatigue Technology Inc. !•mecca .14487 401 Andavor Perk East Tukwila WA 1)11 Subtnitted To _... __... t]CI Enelneerte Douglas Sack 2811 Northup Way Suits 200 n se WA 010 .1408 ubiect: • Mezranine columns Disci cline: Structural Cate o :. /Linger TROUT Date i 1 a 5, il.. 1. Sr. PM. 1 P.M. __ P. i E. 4.\ i Su p e t . -�-- c 1 ACtio6 w File Archi(ccvEne Sy: MCC•RFI Fomt.$t DCI ENGINEERS 6. 4. w/ 1 • AT: 42Se27igee Rev Dale McCatthil Pain t0/]Use Prinoed on: 1aair00 •••.• .0 Request for Information RVI 0: 057 Date Created: tURS/1U 1lporanee: Critical Tel: 208,394.9a21 Fax 208.391.2397 Answer Required By: 11 11100 Submitted 8 y P.02 rnitiated ay: McCarthy - John Sharp Ref RFI: r tledtties olumn to beam cermec,ions on F.8 grid at the Mezzanine haw been this fabn ated in several to tpt ons. The natant of mese lumns wart fabricated eaorew+g to the floor weratiieal, however that variation did not carry through In locating the connection plates. Therefore, McCarthy weir move the beams up and attach with tie welds at the way around per phone conversation Ilhis r++ornine. _Rwlattld shoo obewin vs will follo by tax. l fr?.o,r (t " &nab II The above it considered o dooms. 11te renewing document will bo►t cd for tuner CO Tat shove is coesretaatt oitb the eeaipn ialelrt andror a rcwtonsbly ilittreble Duet the the Comma aAwumams. or maker, tr8wr ■ics Its lire work Met �� tee in r - Swu et Contract no Myatt Jor o n aEreo. submit written notice 41 ::c vada t:v:0ith tic Contract 0 or to 29053 ;��.!': • J`{, 4� RECEIVED .. CITY OF TUKWILA b EC 2 9 2000 ' PERMIT CENTER - 1N3IN11000 3HJ. AO Ainvno 3141.01 ana SI 11 30110N SIH1 NVH1. iV313 SS31 SI 3INVIdA SIH1 NI iNminooa 3141. AI :33110N 0 0 0 e e u DEC 11 '00 10:00 FR PSI SEATTLE � i Information '� � To Build On inginee/ . Consulting • Testing SEATTLE DIVISION SAWS= DIVISION Om1MONO FAX fan V (123)411.4244 (4S) 41164611 TACOIMOMmoN Rs31 369•1651 FAD 03) 3(1►2I3e .N 'rrFajv :'I�; f1.�'v,i• "dL.+� w k , 1- 'This NOW ii rovlded fa the trdamNlgt f the Wtt only. The reproduction of Ws report, by any method, and its transmittal to a third paty, by any means, wool In full, w]hout the wnben permission of professional Service Industries, Inc., to prohibited" •Rita certification meats to the accuracy of the results obtained from the actual teat pertomred and/or observations made withn the domed scope of the work, Cvnlflcabon shal not be construed to represent . . .. " approval or accenteme of other esaoclated work or a warranty of efalpn a workability of the specIflrati .. Certified Report by Professional Service Industries rr TS•t>&t pe!+ cox+ t+ e• Yr.+` �xrrrrrncxr .5r»�r�n..rr�'.waax•ro•i.. rnr'�maxamr ,yr.' .�_ .,r�.xY:� ;.•n r��n. +:..:r 206 282 6457 TO TACOMA PSI %J4s 6479 PORTLAND CI D11/161c*I (69S) 2344410 FAX (902) 292.90te PORTLAND PO 1 NStr,I OMITON PI) 2707112 FAX (903 2S2.7O6 DATE P.02/02 5P0w 11 CMS:ON Imps) 53$4371 PAR 1306) S09.12e7 PelsesPAA OMSION (360) 2I14e41 FAX (3(03) 217• .1126 1111 t5lI�C'Y, : :!!4 ,: 1 1F ;,.:,4:k ( EACE1ENSI ATI.ON ,I !gE o ' ' 6..44 Fitt;+. t tira) MSrINSPEC[:EOi ..i CONFCIt*,04 N 1 ' PPRO.S/EC PI.A YKISr? VMS, FORMI AtICRN° L Cj� ON TiD :4 t t - :• uvv ..- �. "���'.nn +:kr..je. ht ...,. .. t.. .•��i:�l , y�c!C'�r'r '<ii7Pl:R;i�: %ni✓'�i ��1W�fY9T! 11� .:1'.Rr�:rk%•Lf.�:;Siiv'jr: yiY`u � ^�i�M` :. , 1 .1. .Ih t'•:. .'l.: :' ?:: ,.•• 6 TESTEpitlY!' I J • Houses ' 1 1 nl D'7 ./,,A.r 1�7 "" L !7 r r ly�j • q::• ,r mow NZ -00 '' ran r!. III111■1r :itjDS•: ILII■LTI TEST STRENGTH REPORT :'". _ ?i.COMPRESSIVE . I'.;COWFOIIIlING al!1b['�teCi1i1FOl21G LNG DATE.: / tAP "47 ' Fat: NO. rc AN /v,: E TOTAL HRS. AT ** TOTAL PAGE.02 ** z i i- ce II JU 00 co o • W w 2 u.. • d = ▪ W z ZO O W 0- OH W LLO 'm 54 0- 0 z r ke• \ „ _ ...... `.. v.... ,,,,....,.o ,cow, c7,•een rnn hear :Y rya21 .. , • - , ROJE ftQ j MI I E i�MJ, :/ j/ ��. C ��j��� j�� j ' • • DATE _ - . , , - , , , — ---N W.O. iri,.,� n sn J'14/ j�% . a c 2:: ,, ; Tr RESSION TEST RESULT'S SAMPLE I.D. SIZE AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE T YPE LBS. P,S.I. j; i -17 -�1 7R A ,. /7 -A 21 SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPUNG AIR TEMP BREAK NEO CAP OTHER IN ACCORDANCE WITH: ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM C -31 Vf C•143 C -1720 C -231P1 C- 1064' C -390 C- 1231Z 0 TIME, TEMP. & /L • 3 SP• — DATE MIXING . � / DESIGN � SAMPLE WEATHER �.G 0 Y 7 0 CAST /L / S'0 0 PLANT /�7 "yir,A! STRENGTH F " 4 / 6t0 0 TYPE v� 7 'Gu/ PROPORTIONS: CEMENT C'SE AGG. FINE AGG. WATER ADDED ADMIXTURE ADMIXTURE ADMIXTURE s77 /8 40 /y ?n ' 19---- 2.0 ._ RA�90 - /1.2-40, 1 6-- TYPE OF CEMENT t CONC. TEMP. s0 Q SLUMP S" Ins. Al G• ? % QUANTITY /D Yd. V23 .Cu. TRUCK �7 4 TICKET # 0 S 33 yO 7 SUPER PLASTICIZED SLUMP 01!0 MIX N /S'S POUR LOCATION AND NOTES: DATE RECEIVED: iZ - !t: " Q C • M 1 . ECU! ENT IDENTIFICATION ND #: p r &9r0 g I J L Z COPIES TO: MAILED: INSPECTOR DATE: r!.' / 4, , / %/. /77�j� I 9 M , . Xg� j 'j � , 1 / f9 ►' / .7j 9C(:) y N f I ■» ' 1 ! y � ,�///7; ' ( „ — 'OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER LD CONTACT: I DATE . • CAC-AZ is -/s- A 4 This report is provided for the information of the client only. The reproduction of epos, by any method, and its transmittal to a third party, by any means, except in lull, without the full permission of Professional Service Industries, Inc., is prohibited' This codification attests to Inc accuracy of the results obtained from the actual test NAME ON OFF ST OT MILES /A.: 0 D 41 t 3t9 or/2 / O pedonned and/or observations made within the defined scope of the work. Certification shall not be constnred to represent in Inspection, approval or TOTAL HOURS 3 41.1 / ' Information /M To Build On p•limning SEATTLE DIVISION EASTSIDF. (2061212-0666 FAX (206) 282-0710 (425) 415 -4244 FAX (425) 415-46 TACOMA DIVISION • acceptance of other assoelale d work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries Date ,n`...:^ ..3.,, �.-.,..,• ..�iY^'.w,.a.ntrrW�nrnYCl�,`T�Y N .« . y....., n....... A.,. r. e:... tr �f�, o'": r�:.. yr;.>, 7' d.. r.; n.:.: x��. u•'.: �3: �zf�s: �e:. �r .�iecrn^,r.,- ,. PORTLAND DIVISION �2 CR 11169 SPOKANE DIVISION (5001515.7571 FAX (5091535.1267 PENINSULA DIVISION • COMPRESSION TEST RESULTS SAMPLE I.D. SIZE AREA ISQ. IN.) DATE TESTED AGE AT TEST TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LBS. P.S.I. / LEI ! ' / I y ( �iZ .01 -6 l // 43Lcam G/ 1, i 3oGO 332.o � k r !� G,z^'/ Z. z 1.9e / /-?- 13%040 46ts 0 43 z ,. f4- J w it / P G z. -7.ctq J -4r-oa 2V 11 e. io z.7 .kq /27 2� 1781'10 (0370 J 1� �' lo.r' / stove & SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NEO CAP OTHER IN ACCORDANCE WITH: ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM C-31 -Q C -143 C ' -172' C.:23149- C -1064 CO.- C -1231 [IJ'' TIME, TEMPP /'� DATE / / 4 , 49... 2 06 , O MIXING /`, �rC DESIGN /`oOO SAMPL Y WEATHERQ .y 7 " CAST PLANT /kW r/'C�'• STRENGTH F it TYPEC 4e�1 E PROPORTIONS: CEMENT C'SE AGG. FINE AGG. WATER ADDED ADMIXTURE ADMIXTURE ADMIXTURE Pr i 4 a 0 / / /a ds 4/o , y TYPE OF CEMENT -4 a CO NC. TEMP. .. SLUMP 4 ins. AIR 4 % QUANTITY s! O, Cu. Yd. TRUCK T' O TICKET k .5 a ax SUPER PLASTICIZED SLUMP � MIX k OI,3Nev POUR LOCATION AND NOTES: �l DATE RECEIVED: `/ ` ?,2fO y� a?ee 4 � iS " ,' .C� _.!, -/ -YGO- W, .02I ��,t�< /,f/4,4::- , — : e7-e" &‘> 2 ;- / — G'; 3 JCL GJZ61D 2/ U.dS .401 .,0.t1Gl c e7 ,c,0 - EQUIPMENT IDENTIFICATION AND SM #: C-- 93 C`- / Y COPIES TO: � MAILED: 1 IN - • -:,,�/ > SOD 0 �T E: %' . �i�% ��i, , ; , / �7. ' 646 -i /" i 'T ,i ,/,'7,,/ ON CONFORM! �� %Il 1,417 OWNER ARCHITECT CONTRACTOR / BUILDING DEPT. SUPPLIER LD ON G CT: I l /-ZQ -000 DATE: E NGINEER Pth- /�' -.1110 'This report Is provided for the Information of the client only. The reproduction of this report, by ny method, and Its transmittal to a third party, by any means, except in full, without the lull permission of Proles ' I Service Industries, Inc., is prohibited' 'This certification attests to the accuracy of the results obtained Irom the actual tes marl an nhswnratinns NAME ON OFF ST OT MILES — ..e./ ea •e ` /rfo - Information �T / o Build On En Con ww • *+..,u►, FASTSIDF (VISION (206) 282.0666 FAX (206) 282-0710 (425) 485.4244 FAX (425) 4854611 made within the defined scope of the work. Certification shall not be construed acceptance of other associated work or a warranty of design or workability of TS - 98.1 SEATTLE DIVISION .rvH: «y. y,,,•r1, x+�r+,.�±.,:a�,w v�anN ..17•et".' , .......,.�, :.,.,,... TACOMA DIVISION (253) 589.1804 FAX (253)589.2136 CR 4 318 PORTLAND DIVISION (503) 254-8418 FAX (503) 252.5608 SPOKANE DIVISION (5091535.3571 FAX (5091535.1267 PENINSULA DIVISION (3601297.8821 FAX (360)297.8828 :rte /.¢ o 4/Z 6�,5 7 - DOZ// o DATE,/ / -ReO 00 �ii� 0- ZZ o. 4' f ''l 2.- Alf en1 In inspecllor>, approval or fication requirements.' Certified Report by Professional Service Industries TOTAL HOURS Date L e 26 2 :2 COMPRESSION TEST RESULTS SAMPLE I.D. SIZE AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LBS. P.S.I. G,Y/ Z z. 9.Ct 1/-&-00 3' 4 3raoo 3340 G.t / Z— 1-1 . 9 9 / / - ?r-as 7 11 350 41.30 J � 4.r ! Z z 7. 9 lZ - /x� Z� 1.5 $ 3 90 J Or -- 4 %/ Z zi . 9 q !ev ZA 151 to s o sy 7.0 J \ — .g SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NEO CAP OTHER IN ACCORDANCE WITH: ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM **9115-- C -143 C -172 E' C -231 [2/ C -1064 a- C -99.15--. C -1231 E— 0 TIME, TEMP. & DATE / A /�C � PL � - WEATHER l l # " v 1 - CAST ` /���O�G PLANT MIXING / �"J�'�S Y STRENGTH DESIGN F � TYP SAM /�!01 PROPORTIONS: CEMENT C'SE AGG. FINE AGG. WATER ADDED ADMIXTURE ADMIXTURE ADMIXTURE X75 C.o /W Y ava 47.0 TYPE OF CEMENT -2: CONC. TE SLUMP y0 ins AIR 5::O 9'r. QUANTITY / Cu. Yd. / i3 / // TRUCK < I V TICKET# 6'3 0 `(O 3 SUPER PLASTICIZED SLUMP ',A f MIX # Glf4 POUR LOCATION AND NOTES: DATE RECEIVED: // ` 2/-2.406.0 coyctgir iw. w•� o ,/ o.�4ir4J • —/ /, 2- fr � y O. 4/ sr, 3 1.2 /./..J2- ' , =�Z ..ee. 'GL G.eap , h sego v�c"O' ke. ��e-,'"c�ZG`.&! 7o -/gr... 0VG.12d .S /trflfli.oe-4/,GAGL7 GI" W$G EQUIPMENT IDENTIFICATION AND SIN #: C - `/ G / Y Z. COPIES TO: 1 MAILED: 1 = • EC � �J� 5 �� � 'G1 l � % %jam %�...���� % % %�' /� / :- EMS I . PE i 1 pp (j, ; j� % /,� / FOR . : - ;: ' / i WORMING /Z;149 7 NG, / .,, j : /% % / X/ ///// �/ OWNER ENGINEER ARCHITECT CONTRACTOR 4 1V BUILDING DEPT. SUPPLIER � LD CONTACT: DATE : — — 4//A2 'This report Is provided for the information of the cllent only. The reproduction of this report, by any method, and Its transmittal to a third party, by any means, except In lull, without the lull permission of Professional Service Industries, Inc., is prohibited' 'This certification attests to the accuracy of the results obtained from the test NAME ON OFF ST OT MILES /Jf "/ /f] /� #T actual performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in Inspection, approval '6r ' TOTAL HOURS - Information r To Build On Eng n..rbfg • Consulting • Mating SEATTLE DIVISION EASTSIDF DIVISION (206) 282-0666 FAX (206) 282 -0710 (425) 485.4244 FAX (425) 485.4611 F C e... , ,i ),.. DEC 2 7 2000 TACOMA DIVISION PORTLAND DIVISION (253) 589.1804 FAX (253 89401 r ( '(503)254.8418 FAX (503) 252.5608 CR 4319 SPOKANE DIVISION (5091535.3571 FAX (5091 535.1267 PENINSULA DIVISION (360) 297.8821 FAX (3601297.8828 acceptance of other associated work or a warranty of design or workability of the specification requirements.• Certified Report by Professional Service Industries Date DEC 2 m a. X713 n OM1'M etx nwmnw�,r, rra na m," nwmyvv n „ n•:m• T P �. w ,. i e.. ),, , .. ,= r , ,.,�,. ».:., -' ' , .. .. . n•.,. ,., .,•. M..m,,.r •�.,... w c r c�3 .....r. ,••• 1 Mme: Information tng �Ing • T Con g • SEATTLE DIVISION EASTSIDF. I VISION (206) 282.0666 FAX (206) 282 -0710 (425) 485 -1241 FAX (425) 4854611 acceptance o1 other associated work or a warranty of design or workability of the specification requirements' Certified Report by Professional Service Industries , f 6 rtIMJPV{4 %k+iWi!1Y.CC+tvru?..amira: • r - .•r.to. TACOMA DIVISION- , ,• j• t• - .PORTLAND DIVISION DEC 2 )P ADIVISION (233) 589.1801 FAX ((23)5119..2136 • ' • ,. (5031 FAX (503) 252.560 (360) 297.8821 FAX (360) 297.8828 Date `.Stildil125S' DEC 2 l- 2000 1117 1 I ! I SPOKANE DIVISION (5091535.3571 FAX (309)535.1267 PR, JECT)A ,/ _ �-=> `_ .-.? F DATE i2 -.- se rr /. ERIT;. / - _ , , 1 - 2 w.o. 7. -)%,/ ,i /. Ne COMPRESSION TEST RESULTS SAMPLE I.D. SIZE AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED CHECKED FRACTURE YP TE LBS. G X / - 2u ,. 2- /1. 9 - de 7 1ZyZ M t a t t -4 -oi 7.1 1-4 -4 / 21 V SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NEO CAP OTHER IN ACCORDANCE WITH: ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM C -31 V( C -1439 ' C -172 C -2310 C -10649( C -39gl C -12310 0 i" TIME, TEMP. & S :10 .4 Al DATE MIXING DESIGN SAMPLE WEATHE dloo1 3'P CAST !,L - 0 1 PLANT STRENGTH F '91/ 00 TYPE CON G/AAI PROPORTIONS: CEMENT C'SE AGG. FINE AGG. WATER ADDED ADMIXTURE ADMIXTURE ADMIXTURE 5/7 !9G o 1A130 7, #41.4- 414 so. M -a-2p 0%. % TYPE OF CEMENT -Z -� CONC. TEMP. L3 SLUMP 3 1/ .L- ins, AIR 11 /11 % QUANTITY/ Cu. Yd. TRUCK 0 TICKET A 53 30 g 3 SUPER PLASTICIZED SLUMP K41 MIX N /SSO POUR LOCATION AND NOTES: ark, /. ' L .. • DATE RECEIVED: /Z - /3 , Q D . I - . / - . .,,�_� � - ✓. 1 , _�/ . . . 4' i i . • . r i . .. ,, 1 Al • , . -/d PM 5 ✓ ' r . 1 EQUIPMENT IDENTIFICATION AND S/N#: f r re giro 3R COPIES TO: MAILED: INSPECTOR: J DATE: * %%% % % % / / /f / / � /' IT M4tN . , Vi i; APP b jP � % ' ^ �/ / / % /�OR fl tN /# prna'X' �� - �� / � / /l�/� Ng N / /�/ 4Z //g100 OWNER ENGINEER f ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER D CONTACT: DATE: / G`Q'`' /z /2 —a 0 This report is provided for the Information of the client only. The reproduction of is report, by any method, and its transmittal to a third party, by any means, except In full, without the full permission of Professional Service Industries, Inc., is prohibited.' 'This certification attests to the accuracy of the results obtained from the actual test NAME ON OFF ST OT MILES pedomred and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or .fed • — g "g qy/9 TOTAL HOURS 1 Mme: Information tng �Ing • T Con g • SEATTLE DIVISION EASTSIDF. I VISION (206) 282.0666 FAX (206) 282 -0710 (425) 485 -1241 FAX (425) 4854611 acceptance o1 other associated work or a warranty of design or workability of the specification requirements' Certified Report by Professional Service Industries , f 6 rtIMJPV{4 %k+iWi!1Y.CC+tvru?..amira: • r - .•r.to. TACOMA DIVISION- , ,• j• t• - .PORTLAND DIVISION DEC 2 )P ADIVISION (233) 589.1801 FAX ((23)5119..2136 • ' • ,. (5031 FAX (503) 252.560 (360) 297.8821 FAX (360) 297.8828 Date `.Stildil125S' DEC 2 l- 2000 1117 1 I ! I SPOKANE DIVISION (5091535.3571 FAX (309)535.1267 PR, JECT)A ,/ _ �-=> `_ .-.? F DATE i2 -.- se rr /. ERIT;. / - _ , , 1 - 2 w.o. 7. -)%,/ ,i /. 1 ✓ti ,oi V e✓ Yu-4 , rw n - ,etr....z. uzA/ -/, , t / / 4• i. . . .ArI ' 4 0 t, - G/Y!(.1. r 4O rz%zo4 tia. c70141.1./.sI 6 , L&1 . =64/ i .2 .: e/'.L/ r , , ;L a/.4/.lr 1 H 0 t /a./.Pd, ".../ 1/,/, , L0yeAtr i, O 44 Af : ' - - A. 3 - /t. 5 ('.on 6 )n i4 I/ xr .o. �i , a ., ♦ ' V - , N 4 - • 3 • * h h 4 4Affe 11 1117 • . • u h ice• 1.AIWii ✓/ // r. AWMAtn7 •,- pu■1 &ea, t/i ./ pGun (Jy1e0Lrli tGeL / 0 x Wiallegr .. i F a 0 IV r s A • / • %� � q�i.,�i n,s4,,,, ZQ 3G ._1:6 h cc✓a y /iv At � • i /,� 3o/y 1 %"" 17 � 8z .1 a 1ir5 S /'`tnt �. - r- & /9 i41), 2, Grr. . 0 tv - :�, . ' o . 700 - .1 C.Hz'" au- ei c9. z .-t - 4- /v. / , EQUIPMENT IDENTIFICATION AND S /N #: /1 / COPIES TO MAILED : 1 INS ECTOR: I DATE: DA � �- "�' , � � � /// ' ', ' %! %%%% %/ ITEMS INSP, O APPROVED P�: ' /// i /// i ,; .; / CFOR IN ,; , ; /, c i T� T / /� �� /, i - : �NONCONF9Ry11f�C� p , / .„ 7 ., . ); ;- �/i % /, 7; J v4 i - ,�. ' "- /' OWNER ENGINEER ARCHITECT CONTRACTO R BUILDING DEPT. SUPPLIER Fl LD CONTACT: DATE. /2 -/y - 4 'This report is provided for the Information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in lull, without the lull permission of Professional Service Industries, Inc., is prohibited' 'his to the the obtained from NAME ON OFF ST OT MILES / -- /,' q0 ' Y. 'O O y v2.- J - G certification attests accuracy of results the actual lest performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or TOTAL HOURS '/ /4, rM A i Information `�' To B On En dng • Consulting Mating SEATTLE DIVISION (206) 282.0666 FAX (206 282 -0710 w %%/ / E S ' : 7? EASTSIDE DIVISION (425) 4854244 FAX (425) 485 -0611 r kW/lid 71ho b9 ecfzhi.,r, , 7f,Z/x .✓n / o gicubAtAti G!/ /. fe.r t /Ze. , 1411. Certified Report by Professional Service Industries TACOMA DIVISION (253) 589.1804 FAX (253)589.2136 FIELD REPORT acceptance of other associated work or a warranty of design or workability of the specification requirements.' " �l5' n° Lt4' Mr; 3gmtve+' ranm'", r5 c110 1 1! irr�...vx- m...rc > «:,..,•. PROJECT NO'2 PERMI 27//,2 _ „; N. C ITY , . ;j /' ENGINEER z» A9CHITECCT� �/: CONTRACT R PR,OJ'ADDRRESS PORTLAND DIVISION (503) 254.8418 FAX (503) 252.5608 FR `3656 SPOKANE DIVISION (5091 535.3571 FAX 15091535.1267 74'2.- DO 2 / / DATE/z -"/ -11 -1214 4000- Z2.6 w.o. 1 442 1 71b/44./ 1h/ , u/ A . -0 ct G/ 7/�- PENINSULA DIVISION 13601 297-8821 FAX (3601297.8828 UEC 2 0 Date w U0 rn0 co cu J = u_ w 2 g Q D. a w . z° W D O. U O N O H W H r - w , z = : O H z .�� Information ��jM� Canoodling ToBBuild On Eng • . TimnIng acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries p»...,.w TSm.91z2 C.m*y +xs.4H.,RK:nHwnlmv+e„a..„v,, ,., a•roo•, r,!A,✓orrorrkr ,,• «p+ ar•wnsrtxM„gotrt FR 9658 SPOKANE DIVISION 15091535.3571 FAX (509) 535.1267 SEATTLE DIVISION EASTSIDE DIVISION TACOMA DIVISION PORTLAND DIVISION PENINSULA DIVISION (206) 282.0666 FAX (206) 282 -0710 (425) 4854244 FAX (425) 4854611 (253) 589.1801 FAX (253)589.2136 (503) 254.8418 FAX (503) 252.5608 (360) 297.8821 FAX (360) 297.8828 DATE P fOT• CIS %/ 946(64 P?„ 1 0P,P ./ A FIELD REPORT DEC 20 :Ude Dale .. / L / /... 1 u ./ / / .. / _ ' / wa 4 / o i( F. Yr. — /o e-Ai r. 4. /b : n r /z . 3 i • • ry► . COY) rubi p `ir/Z [ ry, t. . v2 L EQUIPMENT IDENTIFICATION AND SIN#: /1/4 COPIES TO: 1 MAILED: 1 IN ECTOR: 1 DATE: %% 0a1%%%%% 7 0 TrEMS'INSP C,T '' / ' PP�OV D'P � A414,1 6,2- � u 7 .� /r /oo OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER F ELD CONTACT: J DATE: /� //j / / �� / / //� / ",a'/,/ / /j,/., / /CON O , , . i /� ��/ /a / 5%10 0 / 1 % ONCONF R I / � 7%;. 9 jP %% / / /,;. "This report is provided for the Information of the client only. The reproduction of s report. by any method, and Its transmittal to a third party, by any means, except In full, without the lull permission of Professional Service Industries, Inc., is prohibited' `This NAME ON OFF ST OT MILES / if-- 4 , QQ A1:11) / " a certification attests to the accuracy of the results obtained from the actual test pe rforme d and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or TOTAL HOURS M.- .�� Information ��jM� Canoodling ToBBuild On Eng • . TimnIng acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries p»...,.w TSm.91z2 C.m*y +xs.4H.,RK:nHwnlmv+e„a..„v,, ,., a•roo•, r,!A,✓orrorrkr ,,• «p+ ar•wnsrtxM„gotrt FR 9658 SPOKANE DIVISION 15091535.3571 FAX (509) 535.1267 SEATTLE DIVISION EASTSIDE DIVISION TACOMA DIVISION PORTLAND DIVISION PENINSULA DIVISION (206) 282.0666 FAX (206) 282 -0710 (425) 4854244 FAX (425) 4854611 (253) 589.1801 FAX (253)589.2136 (503) 254.8418 FAX (503) 252.5608 (360) 297.8821 FAX (360) 297.8828 DATE P fOT• CIS %/ 946(64 P?„ 1 0P,P ./ A FIELD REPORT DEC 20 :Ude Dale orl=177 Information ] !!��.. IT intwing E7' TS • 98.1 SEATTLE DIVISION EASTSIDE DIVISION (206)282.0666 FAX (206) 282 .0710 (425) 485.4244 FAX (425) 485.4611 acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries TACOMA DIVISION PORTLAND DIVISION (253) 589.1804 FAX (253)589.2136 (503) 254.8418 FAX (503) 252.5608 ELD REPORT P f OJE ` NO PE�F�I.0f iO /� j FR 9 4 2 0 SPOKANE DIVISION (509) 535.3571 FAX (509) 535.1267 PENINSULA DIVISION 1360) 297.8821 FAX (360) 297.8828 DATE / -/i Iv DEC 20 Date ,. - / 2 . .0111/07".. _MY519/11MealriSliW , WPMWDZMIZII �' Jv�� r-- 34/ " .Z" / .Z �/� " 1/ "' 2. ,l,L• IIMET , 1 ' r % s. S tv . � . i.. S / J al _ % r. MEP EQUIPMENT IDENTIFICATION AND S/N#: y u , — ¢ //73L COPIES TO: MAILED: INSPECTOR: DATE: % % //, ;% % / %�%% //W /, ITE,MS'INSP,EC,TTD�C , ; • // // % / % / / /''/ ,: /,.,; /CONFOR 1 G / // 7 . ; -. 4. / T' '; / % ice / /r / � "" ;„ , ' /;iN ONCONF RMI , � Q�' / OWNER CONTRACTOR LD C ONTACT: `� DATE: Ng ENGINEER ARCHITECT _ BUILDING DEPT. SUPPLIER , _ 'This report Is provided for the Information of the client only. The reproduction 0 Is report, by any method, and its transmittal to a third party, by any means, except in lull, without the lull permission of Professional Service Industries, Inc., Is prohibited,' T his to the the from test NAME ON OFF ST OT MILES wed ; 00 - WinalrarAl _ ■ Mil certification attests accuracy of results obtained the actual performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in Inspection, approval or TOTAL HOURS rin orl=177 Information ] !!��.. IT intwing E7' TS • 98.1 SEATTLE DIVISION EASTSIDE DIVISION (206)282.0666 FAX (206) 282 .0710 (425) 485.4244 FAX (425) 485.4611 acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries TACOMA DIVISION PORTLAND DIVISION (253) 589.1804 FAX (253)589.2136 (503) 254.8418 FAX (503) 252.5608 ELD REPORT P f OJE ` NO PE�F�I.0f iO /� j FR 9 4 2 0 SPOKANE DIVISION (509) 535.3571 FAX (509) 535.1267 PENINSULA DIVISION 1360) 297.8821 FAX (360) 297.8828 DATE / -/i Iv DEC 20 Date 0.1110FeWAIE . impinimgrimpurrAnwi 7 X30 9 . , sr f Ad/ , .. / ... . i .i� . ! i . G 4L ' .. i l i i / . , tf. � r � r . t .t/ .., .0 .0 EQUIPMENT IDENTIFICATION AND S /N #: ='t' /At. COPIES TO: MAILED: INSPECTOR: DATE: /' % / /,• //r/ % % / %%///' ITEM S INS,P,�FG,T D,l / ; e ., : *. // / //7 7 � � %% � //C NF R I ��� / /� %� /// �� ,'/ / / / t % / " ' OWNER ENGINEER ARCHITECT CONTRACTOR LD CONTACT: DA TE: f BUILDING DEPT. SUPPLIER This report Is provided for the information of the client only. The reproduction o s report, by any method. and its transmittal to a third party, by any means, except In lull, without the full permission of Professional Service Industries, Inc., Is prohibited.' 'This the the from NAME ON OFF ST OT MILES NNW Ma"niff' _ -.. UM certification attests to accuracy of results obtained the actual lest performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or TOTAL HOURS cm r,„.4-17 Information r' To Build On Enpr+»rIng • Consulenp • Thatkvg SFATTLE DIVISION EASTSIDE DIVISION (206) 282-0666 FAX (206) 282 -0710 (425) 485 -4244 FAX (425) 485 -4611 • acceptance of other associated work or a warranty 01 design or workability of the specification requirements' Certified Report by Professional Service Industries A ll=mdee"tft=. iktlfrttr rpf*W'13'!FEf•18111M.f` efk,a.A tkmexarr,ogrs1 TACOMA DIVISION (253)589.1804 FAX (253)589.2136 PORTLAND DIVISION (503) 254-8418 FAX (503) 252.5608 FR 9419 SPOKANE DIVISION 15091535.3571 FAX (509)535.1267 PENINSULA DIVISION 13601297.8821 FAX (36012974828 PROJECT NOI . - , , i DATE/2- / / // ENGMEEI / / /j 99CHi'{ y l tF j > �•a,� PRO G9RE DEC 2 0 =Witi Date osw e IezE.. '.:.:r.u.n,rnrol,.»,,,,,,.n...o re∎rw oral t, 1=1:+=l OA / te 4: ' ti fe r ./h 7/1 nca.L Zigi;,� a - */) l./14a n/ e 6 te.t,t�i - -/'maser: C.'ir71! .4 itAi Ai 1.4- 'ou.,ii s (' xf / i 4) t d.�- Y.'/ G, V R.3 Id z. /2,2, 6S /g, /, °� 6," A el. p I f m /.t 1 er.L-1,Grr ail alit, r.1/P.iI J Eta,, ∎ `I/Uhl - /..i/Pe h e) .,14•1 Pi, / f /6 � .+1/ J% 9 Z r, G , 4., rpr7 s t /ate s c / / /O J( 04 r1 lr • 1/,121..1, EQUIPMENT IDENTIFICATION AND S /N #: N l,- - COPIES TO: 1 MAILED: 1 1 PECTOR:1 DATE: / % % %%% % % %W % /_ //. ITEMS1NS D /3 ;/ ! .2 OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER F ELD CONTACT: I DATE: /� W ;: C�NFQRJal / /// / i _ • CJ uL /02"-/.2--00 /, j� ' / / �� N ONCONF. ,p / % �," i / /' /,//,• /% 'This tor the Information the only. The reproduction of t report, by any method, and Its NAME ON OFF ST OT MILES report Is provided of client transmittal to a third party, by any means, except In lull, without the full permission of Professional Service Industries, Inc., is prohibited' J, Al4•— // • 0 0 2 • ,30 PO- , / GO 'This certification attests to the accuracy of the results obtained from the actual test pedormed andlor observations HOURS merle within the ,refined senne n1/ me wed Ceniltcallnn shall not he construed HO ed to represent In Inspection. approval or � 3 �-- • ,1 ,ri t� i Information To /rra Build On Eng. rronNMlIf0 • Mating .1rr.,, /„c. ;���1 %Qj %' zo0O - 7�t�.- OQzi/ DATEAL - « 17 !44 didui ��.� Gt/ut" J"E f �r /�% zz6 W.O. 'f4 SvSe ,;,, ,./e4,474. Am • .!� /,/ r" . v�i l,G a., tvA. �I k�E[# / / /�/ 2) LC - i RES,S f i/ 41 i FIELD REPORT tvostAiLli. SEATTLE DIVISION EASTSIDE DIVISION (206) 2820666 FAX (206 282-0710 (425) 485 -0244 FAX (425) 485-4611 (253) 589.1804 FAX (253)589.2136 acceptance of other associated work or a warranty of design or workability of the specification requirements' Certified Report by Professional Service Industries te!tNr Ytax TACOMA DIVISION FR 9649 SPOKANE DIVISION (509)5353571 FAX (509) 535.1267 PORTLAND DIVISION PENINSULA DIVISION (503) 254.8418 FAX (503) 252.5608 1360)297.8821 FAX (360) 297.8828 DEC 2u Lu Date W ' U 0 N COW 9 w 0 ° w . 0 . z � U 0 - 0 I— W W V U. z L O E z •S•x• cau StrE 4:6 16 b3 G Rnor l eC,1 7 L'r 4 8 w -LC- H s -- I cI 4 r FROM 1 Z e" o 1 4',S'; CQv SE l R -a4- A l2ERS G Re: lrc(> Li,' 6 WA LL /9/2/svAz 7A iRJAIAy ff 4 C -M.1,- 511 L #4L.L -aovn -f 1 -•�•R oN L5•E. e/tU. 1.1.1,40 6N E. : I'5 -i6- J� �I,, r U•>� M I.L o N 4. i r izo I c I - 1 b Ll - - — - LL it Crr u (r E /4 pp i''� =,Iv w s p& / <'o rPd9er f',PRovE2 4)4411.3 i h. I V CmMArplIcro\t IvoY -6s ( EQUIPMENT IDENTIFICATION AND S/N#: COPIES TO: 1 MAILED: 1 INSPECTOR: I (DATE :: ..'! %% %% 7 /%. / ITS, ,i . A PP 3 9 D ,p , / / / / , /� NNONCONF9Ri)AIfN /�' / ' n , 1 n /b�'vtl�.�/ /o? oc .///../,/,-.</%%/4&0/ 1 OWNER E. • ER ARCHITECT CONTRACTOR LDING DEPT. SUPPLIER FIELD CONTACT: I ATE: 'This report is provided for the information of the client only. The reproduction of This report, by any method. and its i transmittal to a third party, by any means, except In lull, without the full permission of Professional Service Industries, Inc., is prohibited.' 'This NAME ON OFF ST OT MILES V. WA R > / 6 30 8.10 2 certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or TOTAL HOURS ~:A. Information / To Build On Engln Inp • ConatNtlnp • 1baEhg SEATTLE DIVISION (206) 282.0666 FAX (206) 282.0710 (Om A KANDvA -3 ?ARK lA 16A r ArrL= ( ►��Qa- ctR I Re tl� D . Ley EASTSIDE DIVISION (425) 4854244 FAX (425) 485 4611 acceptance of other associated work or a warranty oI design or workability of the specification requirements.' Certified Report by Professional Service Industries RECEIVED DEC ��1 8 ����t�2000 TAC13 s,t,01 ION• `i `! n °.Y PORTLAND DIVISION ( 253) 5891 P 4 :AX (15315 -(04 L:1 \I r (503) 254.8418 FAX (503) 252.5608 • PROJECT NOS' PERM *4 - FR 11060 e•JU•A SPOKANE DIVISION (5091535.3571 FAX (5091 535.1267 PENINSULA DIVISION 1360) 297.8821 FAX (360) 297.8828 DATE W.O. 4'z/ ,4- 0 , 1 , 0 .0,1 /0 RE„ yp RArU .a �, �E FIELD REPORT DEC 1 Date 6 mere{. &aftliMe vttellvia+wd+a raeY+M'k aaNraaww,7Ppan!v,oYSTatsk�e aAS fs�yplrr ,�ar3µ`rwS�,Xa+rw.re!inw •,;en �r5- •<...•N... , ._...,,...»..,......,,,r..re�w.w "1y5,=.m�,+ rr we ....rr A, weowm«.. -.r. riarann Information r To Build On Engl„«ri► g • c«„«,lnr o • rooting SEATTLE DIVISION EASTSIDE DIVISION (206) 282.0666 FAX (206) 282 -0710 (425) 485 -1244 FAX (425) 485 -1611 (253) 589.1804 FAX (2531 89.2136 ��T 4<r:lpk TACOMA DIVISION acceptance of other associated work or a warranty of design or workability of the specification requirements.' ?-- FR 13639 PORTLAND DIVISION SPOKANE DIVISION 15091535.3571 FAX (509) 535.1267 PENINSULA DIVISION (503) 254.8418 FAX (503) 252.5608 1360) 297.8821 FAX (360) 297.8828 Certified Report by Professional Service Industries Date OF 1 1 I.r1,1 TM�r�r•,vras , O V S i••t'L FcAz. Qc_Sri.AA_ t N5 iJ�Tlok.. 1 iox.T c2 ST' V.5_ A1 tv 3 k LA-; _ FC Crr 1 t�l� (xit..50 EA-% T IRL0 .—, SLAB 4-ttn ,, A.dts S ti S , I -`2.-a-- LA.) 'A -c- - 1N,t..1 ''`c -r-LA-E- I77.__b' 1 c 6= tJc l tc c..'L `N O v <..t d�t�3CE w 'rl t_f : 4- 2 ttv�. . EQUIPMENT IDENTIFICATION AND S/N#: COPIES TO: 1 MAILED: 1 INSPECTOR: \(\ DATE: ' . K. Z %% » IT�,MS'INSrP� , /� � / PP Q p•P / ' •� , ' , /... - //.' 1 4 . X/%%/// , / 7 � C qR 1 � / ; �' " � /'• / / jNONC /N 9R�AIH Wta�o Mf��L ►t1 is la co OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER FIELD CONTACT: DATE: , 'This report Is provided for the information of the client only. The reproduction of this report, by any method. and its transmittal to a third parry, by any means, except In full, without the full permission oI Professional Service Industries, Inc., Is prohibited' 'This NAME ON OFF ST OT MILES MAazi.4 -Ci - it' U to LL rlc t7l �^w 1� 1 certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent In inspection, approval or TOTAL HOURS riarann Information r To Build On Engl„«ri► g • c«„«,lnr o • rooting SEATTLE DIVISION EASTSIDE DIVISION (206) 282.0666 FAX (206) 282 -0710 (425) 485 -1244 FAX (425) 485 -1611 (253) 589.1804 FAX (2531 89.2136 ��T 4<r:lpk TACOMA DIVISION acceptance of other associated work or a warranty of design or workability of the specification requirements.' ?-- FR 13639 PORTLAND DIVISION SPOKANE DIVISION 15091535.3571 FAX (509) 535.1267 PENINSULA DIVISION (503) 254.8418 FAX (503) 252.5608 1360) 297.8821 FAX (360) 297.8828 Certified Report by Professional Service Industries Date OF 1 1 I.r1,1 TM�r�r•,vras , Mme; Information /r To Build On f rgti...rg • Con uleUt+g • Mining SEATTLE DIVISION (206) 282-0666 FAX (206 282.0710 EASTSIDE DIVISION PROJECT NO:!% ii ii. �P., j ► 000 2210 .O. 6 � / r�, j j / / %j% Ltuav:Znrr - - fGI EER/77 9 , ,;,5 i� /; CONtA C acceptance of other associated work or a warranty of design or workability of the specification requirements' Certified Report by Professional Service Industries TACOMA DIVISION (425) 485 -1244 FAX (425) 485.4611 (253) 589.1801 FAX (253)589.2136 7? a__ FR 110 81. PORTLAND DIVISION SPOKANE DIVISION 0091535.3571 FAX 15091535.1267 PENINSULA DIVISION (503) 254.8418 FAX (503) 252.5608 1360) 297.8821 FAX (360)297.8: 7 8 10 __ DATE Date DEC 14 2000 a;uT..teaR 11t enstS�ms;l s j : �T 'S .e!on"fAr,,.r."51:. :qr..t'' ".:.`.7'.1!7•,,' 1�:!.. d...rx.Pwu n TI E1�NU.& rn' 3: vnr re±+,.+ Te! a ro. r° n�tmtiacnr mrrttn !'i9?.'!y°^'.hr}s4�al+c+;cn ftx,n•,wv;fixe,rvti WM'Lx�"i .t7lN l' res;!'Ltevr».«.. "p• S. r_ n e a 1 r-� 're) d F S tL 6 D X y /tuG 0� G~ X �2 S� R �,�46 If ; tv► p„Ff)F_ t) # J 1 /s." t A9 rc t� r;S7 - / ,G pRE- CIS S r (1 ALL O /v Lt Al b / 4. .T4 t s 9 U .q S cnt2 — 6rnLTt 1� U 7 ) 1 j�` F.2,KAJG•e 00411/i us 7 61-/A7 -ptJr WA L.L. C Art -RA- mp ()sen * 1 LT) illy-L5o 6f c1X > 6x 1Ra4T,rAJ .4. — ?' arl2oel • / f kVRRCrK cLLouzL r M Aiu u- FAt.T1'R j / /v57742Ls477 o to X 6 COW) IA'1END14 _a -7-D IQ Hy --1 S'o 61 - ,xy . ALL MCTlULrrez.S E4• p - i eLL A S E l7, E'r'14IL($) S� o- R�}��} ll C _c• h i j' 6r 'tics i i /LIANbi- ''VViQ S i4i»7V - .E109-11..)1 • EQUIPMENT IDENTIFICATION AND S/N #: COPIES TO 1 MAILED: 1 INSPECTOR: DATE: !/ %0'Z' P % Rw� / /' T /, / /,/,G//,7 /� • ; / , / C O NFO I P.' '// '''4''''/'''/.77.7 �� / / ��j , 9 < j oNCO NF91511!N, 7 ,a/611foe, OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER FIELD CONTACT: DATE: 'This report Is provided for the Information of the client only, The reproduction of this report. by any method. and Its transmittal 10 a third party, by any means, except in full, without the full permission of Professional Service Industries, Inc., Is prohibited.' 'This certification attests to the accuracy of the results obtained from the test observations NAME ON OFF ST OT MILES j , to e0- 1Z—s Q u a * �Q actual performed and/or made within the defined scope of the work. Certilication shall not be construed to represent in inspection, approval or TOTAL HOURS q); Mme; Information /r To Build On f rgti...rg • Con uleUt+g • Mining SEATTLE DIVISION (206) 282-0666 FAX (206 282.0710 EASTSIDE DIVISION PROJECT NO:!% ii ii. �P., j ► 000 2210 .O. 6 � / r�, j j / / %j% Ltuav:Znrr - - fGI EER/77 9 , ,;,5 i� /; CONtA C acceptance of other associated work or a warranty of design or workability of the specification requirements' Certified Report by Professional Service Industries TACOMA DIVISION (425) 485 -1244 FAX (425) 485.4611 (253) 589.1801 FAX (253)589.2136 7? a__ FR 110 81. PORTLAND DIVISION SPOKANE DIVISION 0091535.3571 FAX 15091535.1267 PENINSULA DIVISION (503) 254.8418 FAX (503) 252.5608 1360) 297.8821 FAX (360)297.8: 7 8 10 __ DATE Date DEC 14 2000 a;uT..teaR 11t enstS�ms;l s j : �T 'S .e!on"fAr,,.r."51:. :qr..t'' ".:.`.7'.1!7•,,' 1�:!.. d...rx.Pwu n TI E1�NU.& rn' 3: vnr re±+,.+ Te! a ro. r° n�tmtiacnr mrrttn !'i9?.'!y°^'.hr}s4�al+c+;cn ftx,n•,wv;fixe,rvti WM'Lx�"i .t7lN l' res;!'Ltevr».«.. Oil .o# 1i, , ✓ J',atrgAQL It?ft_L 744I.�AI, NJ et-ii , ii ' i, i - i„ .: '/, ,ter .. 1111FAIRMINIREIN_WWWBEIIMPRILIff ,. .14,, , 7 /I , _.„,• , 1 . , / `. 1 - / i / - • A, - • . 1 .1:11 b, / . • / 1, /t/ / / .- . - ..., ✓ / ./ / .' EQUIPMENT IDENTIFICATION AND S /N #: 4 / COPIES TO MAILED: IN ' ECTOR: 1 DATE: % % %% %7WX; �% .ITEMS; INSP,EP APPf�OVED;Pt:'19 ; AREF /j, j jam- / % /, % /,/ , ,t 4 , / , /,CONFORMI . ,! %/ /// y ////0/7 .,, j� : � �NONCONF9RMIN // �,,� !z /'' /G OWNER CONTRACTOR BUILDING DEPT. SUPPLIER fill" Fl D CONTACT: J DATE: ill ENGINEER ARCHITECT . • C. �C V 'This report Is provided for the Information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except In lull, without the lull permission of Professional Service Industries, Inc., is prohibited.' 'This NAME ON OFF ST OT MILES 4105j17 i In ■ IN /_ w tP� certification attests to the accuracy of the results obtained from the actual lest performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent In Inspection, approval or TOTAL HOURS - Information / !�. r To Build Build On EnggfN/� • ComultI Tooting SEATTLE DIVISION (206) 282.0666 FAX (206) 282.0710 EASTSIDE DIVISION (425) 485 -4244 FAX (425) 485 .4611 TACOMA DIVISION (253) 589.1804 FAX (253)589.2136 7 or. IQ n 461/ 7 14./..•4 2" ,rea e'tk ∎ 1.f"r%� ,44y PROJECT NOI7 PERMITNO. % EfIOIEER/� % A� iii i / i . j CONTgCTOR / R FIELD REPORT acceptance of other associated work or a warranty of design or workability of the specification requirements' Certified Report by Professional Service Industries ....o.r.,�n•Tr`��5�'8d�:°?��' ate±, r, nuw„ aK, .carorxu:�+,�'o�x���r.;+r+,rt:2rt �xarrxw,:��r'isnev� >,?'M �aY..Sa...irtn w.. .rrr �trrr�:r ..«nt w•a*r,�;�.r ,w��c.a�:.y PORTLAND DIVISION (503)254.8418 FAX 003) 252-5608 Gt SPOKANE DIVISION (5091535.3571 FAX (509) 535.1267 PENINSULA DIVISION 1360) 297.8821 FAX (360) 297.8828 DATE O Dale h4- e 41 410 / Aida v u,J c‘: DEC 14 h = F-- w w0 2 u . U. Z I... I- 0 w w U Ifl O N . 0 I- w W 1-- U. O w z O z CA .Di r y Q ✓ re r flIrU%n ftGe ,G/ /iw -, e L"'" �✓D/# / C/l7 [4 'tom Zei /..Yl0.44 ?_ /_ Ii G/-iin AID ! Ai, 4TGGL �t" G•m,a.. t•,r/ — 44pl - "44- , / /r1/ j,1, / s`0 • 8x • x rekfineA/ 1s/ el) , zu, oALS Ai' d' v4 - ;.,._/ e . • 7 yZ .. r . rr+ s f olan (��.T, , ,a�oc s, 1 411, n 1174)! fee .d t,,,L ma e 2,.') PE A i7 ada4J .0 tv f n eavi . .:.. .. / c,s l6-/ , ,,- , L' . r.. ,. S .--. .- / .. /./.1 . , - - / 4/. , G . S E /Al• nelio // — re Lr �v .e - /// 77 , n ✓ ( ' yra Gia JI2n7 A G ,/ /1 Q Z 41 G OZ-t l /✓i4 f/ ✓4 al, z. , EQUIPMENT IDENTIFICATION AND S/N#: 4 4 COPIES TO: I MAILED: 1 INS ECTOR: I DATE: l !!!!% %%% W%% % ; ITEMS,'INSPECTEDi'TO APPR A)+ AR EE . 'i Viiry'i � !., i/ i r// / / %/ / /ii /i ,/, ORMl �� `j j j jNONCONF /; •- : / /v %i % /, //; g 12 "/0 OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER F LD CONTA T: DATE ^ _ -� . - D . (- /2 -(� -00 '47--- 'This report is provided for the Information of the client only. The reproduction of this report, by any method, and its transmittal 10 a third party, by any means, except in lull, without the lull permission of Professional Service Industries, Inc., is prohibited' 'This NAME ON OFF ST OT MILES 4: 0 0 i..z,' 4 r 5 / j O G v certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or TOTAL HOURS / - Information - � r To Build On E 7 • Consulting • Testing SEATTLE DIVISION EASTSIDE DIVISION (206) 282.0666 FAX (206) 282-1710 (425) 485 .4244 FAX (425) 485.4611 j/ Certified Report by Professional Service Industries TACOMA DIVISION (253) 589.1804 FAX (253)589.2136 acceptance of other associated work or a warranty of design or workability of the specification requirements' TS • 98.1 . 3T! �Sk15mS '^Q'1'+A••tva.�prwrxx�V.}a FMCn�r:!.++r�,"ax+s+ n �nrw !.+r: «57^^Y7�4��en.v:r.,: tar ^ts^ns�ncsce.zzr.r.�+°�w•r..... « PORTLAND DIVISION (503) 254.8418 FAX (503) 252.5608 FR 9 /112 SPOKANE DIVISION 15001535.3571 FAX (509)535.1267 PENINSULA DIVISION (360) 297.81821 FAX (360) 297.8828 iL't_�'il /tom PROJECT NO:(.; DATE , ;J Efr-otvtimmirrimm ENGINEER/7 A C �j�! C ON T RACTO$' P i3OJAD9,RES, IELD REPORT 'Z- DEC 1 u Date 00 CD 0 CO I O g Q In 3 ' W z � w � 0 0 H- w u i I-1 LL 0 ' w z 1 Z T Information — / To Build On E.wa+»rr,O • Con«Ntip • Mating SEATTLE DIVISION EASTSIDF. IIIVISION (206)282-0666 FAX (206) 282-0710 (425) 485.4244 FAX (425)4 TS -98.1 TACOMA DIVISION or a warranty of design or work ability of the specification requirements.' 'NM�a1' UMW/ �P ,X!M YYPrI?, �11MA'. Y�( �'YkKwY'?I{t�IMV�1Ant[T'..4VM4Y eT' .F: F:/Y{Y�RP'h}A'�'H CR 11177 PORTLAND DIVISION SPOKANE DIVISION (509) 535.3571 FAX (509) 525.1267 PENINSULA DIVISION Certified Report by Professional Service Industries Date _._.'?°".• •,•°"^.vnwranwa_n��aunm+.a+.•±V ar+ xiNwros.r rrmm•+rsr <eac n ti mti! errev r:+sYl+•wrw•wkm++dror�rr�wr 2 00 CO W; w 0 Id a F_ W ~` U � 0- 0 1- W u. O w z O- Z ,__,__..__. ..... _,._. -... — IJ JI29i.ee21 FAX (360)297.8821 - - � . r , , �� f � MI. f '3 a a MJ 0 , pEiliAIT , �� AQC6IITE /// _ - / DATE - -, rigningfili w.0. COMP E SION TEST RESULTS SAMPLE I.D. SIZE AREA ISQ IN./ . . DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LBS. P.S.I. II- G x /2- za'. (7q it-n -on 7 r zi9VO N 3410 ,1 4 t r -1 -nl 2? 29 V /t , SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NEO CAP OTHER IN ACCORDANCE WITH: ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM C -3171 C -143 it C -172 V C -2310 C -1064 C -39 W C -1231 0 TIME. TEMP. & ,/• * • f DATE MIXING DESIGN SAMPLE WEATHE CAST /2 -6-06 PLANT STRENGTH F . TYPE 04/}74'.4d. PROPORTIONS: CEMENT C'SE AGG. FINE AGG. WATER ADDED ADMIXTURE ADMIXTURE ADMIXTURE SYO IBGo / 4 7V o "9— „...---7 - TYPE OF CEMENT I -- T CONC. TEMP. �7 ` L ° SLUMP 3 ins. AIR / A- - % QUANTITY/ 10 Cu. Yd. TRUCK /dd TICKETN e S S07 SUPER PLASTICIZED SLUMP /1 G 4itR.) MIX # t p POUR LOCATION AND NOTES: DATE RECEIVED: / 2 _ 7_ 0 0 ., / .. .. I. i G _ i - _ ,/ .I / K/ . i ..O I • [I . .l _ . _ tt 1../5/ / . .' 4 4 . :: a re47 ! '.L. ..- 0 • • EOUIPMEN IDENTIFICATION AND S/N#: re 96 s8 COPIES TO: MAILED: INSPECTOR: DATE: %. /�� /,� % / �' % 7 #r z. % ;, / i /j /�� %lj p �ij /// ! /, � /` /� /dal/ /' A// ir � ` / OWNER ENGINEER ARCHITECT CONTRACTOR DEPT. LD ONTACT: DAT ~ BUILDING SUPPLIER - '►^ (1 G � `` rep 'This report Is provided for the Information of the client only. The reproduction of this report, by any method, and Its transmittal to a third party, by any means, except In full, without the lull permission of Professional Service Industries, Inc., Is prohibited.' 'This certification attests to the accuracy of the results obtained from the actual test and/or observations NAME ON OFF ST OT MILES performed made within the defined scope of the work. Certification shall not be construed to represent in Inspection, approval or TOTAL HOURS T Information — / To Build On E.wa+»rr,O • Con«Ntip • Mating SEATTLE DIVISION EASTSIDF. IIIVISION (206)282-0666 FAX (206) 282-0710 (425) 485.4244 FAX (425)4 TS -98.1 TACOMA DIVISION or a warranty of design or work ability of the specification requirements.' 'NM�a1' UMW/ �P ,X!M YYPrI?, �11MA'. Y�( �'YkKwY'?I{t�IMV�1Ant[T'..4VM4Y eT' .F: F:/Y{Y�RP'h}A'�'H CR 11177 PORTLAND DIVISION SPOKANE DIVISION (509) 535.3571 FAX (509) 525.1267 PENINSULA DIVISION Certified Report by Professional Service Industries Date _._.'?°".• •,•°"^.vnwranwa_n��aunm+.a+.•±V ar+ xiNwros.r rrmm•+rsr <eac n ti mti! errev r:+sYl+•wrw•wkm++dror�rr�wr 2 00 CO W; w 0 Id a F_ W ~` U � 0- 0 1- W u. O w z O- Z MR (5 2x 14 2, 4 31 %4 11117(00 7 3'So 42o o. 0 Ai 3,14 17 Os a zR SC'too ► - r zo 3 V i 1,14 12 cc) "LP 4R (oO I $''$ D J 0 ... (404.b O 5 cc�,I4. ,� DESIGN SLUMP ' " MIXING PLANT �/A TRUCK" AO TICKET" A / STRENGTH F /00 GROUT CEMENT C'SEAGG. FINE AGG. ADMIX MIX" PROPORTIONS �" li !A IJ/A u/R Al//f .i MORTAR CEMENT C'SE AGG. FINE AGG. t A � DMIX / - _'' MIX" 7 PROPORTIONSr'�� A.G. M 1)(" l )R \'�LQCk ZD 3 RWaS MORTAR TEMP. 5, l 0 GROUT TEMP. • /%d DATE RECEIVED /// f 2-- TIME &WEATHER JO L'Zou1) MORTAR TEMP. Y ((( SAMPLED AND TESTED MORTAR GROUT N/A PRISM /L/�,a OTHER IN ACCORDANCE WITH: ■ASTM C780 "UBC 21.16 • ASTM C1019 • UBC 21 -18 O ASTM E -447 ❑ UBC 21 -17 ❑ POUR LOCATION AND NOTES: c? �1. , nn) S (T'G n ErkgL L.I r - r • iv • I.t.. BI.AC.4C ' 51 AR WALL C7A1 F. 1 Lt Alts -P 1 14.1 -nn A ppacx • t 5.3 - COO Rc r 1 -L I ST A.t 2-"= R5>U 36 q ' ter-, 0 L! , N / �µICiJ mr Er A C, -21c. oNre�cn uS�--b c�ar_ l-IZ� RL `i` A- - EQUIPMENT IDENTIFICATION AND SINN: COPIES TO: 1 MAILED: 1 ( INSPECTOR) DATE: %! �� /` :.. 7 1 TgMS IN P,g T i APB a %" � j :V/ 7/ /41 . f i l I ,r /� j j j I j . X- NON05/NF9RMlJ�I %. %: // . ;'% . / / // ,/,•' l L t2 a Mr • WNER E INEER I/ ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER ACT: FIELD CONTT ACT: I DATE: `-- /-4, o 7" n V� t 44/4/ 1.. 'This report Is provided for the information of the client only. The reproduction 01 this report, by any method, and Its Uansmlttal to a third party, by any means, except In lull, without Iha lull permission of Professional Service Industries, Inc., Is prohibited' 'This NAME ON OFF ST ^7� CS OT MILES 1 • 2.. ^ L �LJC > 7 6 t et, ,I. certification attests to the accuracy of the results obtained from the actual lest parlormed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in Inspection, approval or TOTAL HOURS 8 I - I nformation To B On • con. 'Among SEATTLE DIVISION (206) 282.0666 FAX (206) 282 .0710 EASTSIDE DIVISION (425)485.4244 FAX (425) 485-4611 TACOMA DIVISION (253) 589-1804 FAX (253)589.2136 Atzto DATE /the T o fr W1L A •c.2'- .0. 5 0D -F74iRv►kTRrhiR �7I' Y JRrl/ Certified Report by Professional Service Industries TR rv M " �" �' �' �' ll�" K�' �'?! �i0.}"!' w-" �r�Od .'<9�",'!'�S'�'•+MertY.9�kst COMPRESSION TEST RESULTS SAMPLE I.D. TYPE GROUTED SIZE ( L,W,D) AREA ISO. IN.) DATE TESTED acceptance oI other associated work or a warranty of design or workability of the specification requirements.' AGE AT TEST 0 MR 1913 PORTLAND DIVISION (503) 254.8418 FAX (503) 252-5608 ULTIMATE STRENGTH LBS. 1 P.S.I. .warns,.n�rrwr-w,�tnrmrcty -?a ^+. (n. �.w.o..x.�u�mn,nm. SPOKANE DIVISION 15091535.3571 FAX 1509) 535.1267 PENINSULA DIVISION 1360) 297.8821 FAX (360) 297.8828 CHECKED OF 1 4 Date !�..e Xl•rnrts r+�l'.KCrx' ^?u'$ hq. +!•Fkf•1.'MMY•NnHv rer,mnaw� z �v 0 O co 0 �w „,- 0 2 g Q' = a , w , Z Z Off 2 � U O O N , O I- w W' O w z. I . O F- !. z ~iii Information /r JJ On Swimming • SEATTLE DIVISION (206) 282-0666 FAX (206) 282-0710 (425) 4854244 FAX (425) 4854611 (253) 5894804 FAX (253)589.2136 L ' EASTSIDE DIVISION acceptance of other associated work or a warranty of design or workability of the specillcation requirements.' Certified Report by Professional Service Industries i ngeNticalY6l3Y X*971.1VAWAra:.snot,M111 q+AVrhvmmr0.rMwOr.±7rp 'uw+x..w n mmYwfmtm=t4T1..S TACOMA DIVISION PORTLAND DIVISION PROJECT NOG' /, DATE 2. ERMI : �d cl,T;Y ; •, ;2; E�NGNE / , , G� R •+nw runrn+Arrr.M�t', FR 9' 1 SPOKANE DIVISION (509)535.3571 FAX (509)535.1267 (503) 254.8418 FAX (503) 252-5608 (360) 297-8821 FAX (3613) 297.8828 Date PENINSULA DIVISION DEC I z W w ' - o ga - u c v w ` z zo w 0 ' O - 0 F- W W '. Z O li U w O z PS 1 ail. S r -\-e_. for e_•c Li ?4# E &1.3pe_c -i of\ . kt`co.. - =,n,spe_c_ C'i i c...sJ R c (ao- \ ■ 1 cd e-r" 0.-v. 1,c_. g - 1 - 6 exli S , k - ∎ ula-\k inw■CA t La S c. a o4v\9 \�. ±4 ✓V.C.L.J 4 - 4- � . 1) s elA n r\ gc-, i .5 X1,1 t cxy.d 4 � �-e-o r.�. F.1 4 4 — (7 �. 1 e. Ck � NA—A/14 rip.. � 1•, o< IN JJ - G.-.- 50 V P v . o X u ci 1-E -k--% -% ES C \A �I ISO . � 1.Qr\- 1, :Ir 1 �� 1 6 r v‘"-5_ -1/4-n Ptprp ( Na a. 'P4 a i . % EQUIPMENT IDENTIFICATION AND S/N #: 01 /,0..- COPIES TO: 1 MAILED: 1 INSPECTOR: DATE: / /'%0N' /%%0��j ITEMSA S,PcTW �/ D,P ; AQ,g /, - - q ENGINEER /" / / O/N % 21 /F ARCHITECT � /2 / 4 /6 o OWNER CONTRACTOR BUILDING DEPT. SUPPLIER l DATE: /.2.--- / 'This report Is provided for the information of the client only. The reproduction oI this report, by any method, and its transmittal to a third party, by any means, except In full, without the lull permission of Professional Service Industries, Inc., Is prohibited' 'This NAME ON OFF ST OT MILES ;U, (3 a_ F° ✓1 LO i 4.20 A‘,(`‘ r, 1� LO certification attests to the accuracy of the results obtained from the actual test perlormed and/or observations made within the defined scope of the work. Certification shall not be construed to represent In inspection, approval or TOTAL HOURS ~iii Information /r JJ On Swimming • SEATTLE DIVISION (206) 282-0666 FAX (206) 282-0710 (425) 4854244 FAX (425) 4854611 (253) 5894804 FAX (253)589.2136 L ' EASTSIDE DIVISION acceptance of other associated work or a warranty of design or workability of the specillcation requirements.' Certified Report by Professional Service Industries i ngeNticalY6l3Y X*971.1VAWAra:.snot,M111 q+AVrhvmmr0.rMwOr.±7rp 'uw+x..w n mmYwfmtm=t4T1..S TACOMA DIVISION PORTLAND DIVISION PROJECT NOG' /, DATE 2. ERMI : �d cl,T;Y ; •, ;2; E�NGNE / , , G� R •+nw runrn+Arrr.M�t', FR 9' 1 SPOKANE DIVISION (509)535.3571 FAX (509)535.1267 (503) 254.8418 FAX (503) 252-5608 (360) 297-8821 FAX (3613) 297.8828 Date PENINSULA DIVISION DEC I z W w ' - o ga - u c v w ` z zo w 0 ' O - 0 F- W W '. Z O li U w O z CLIENT ____._____.._. _ .. -. CLIENT P.O. NO. PSI W.O NO. - DA TE Fatigue Technology __ —_ Attn: Kevin _Dooley _ 100 Andover Park West PROJECT NO. PROJECT NAME 742-00211 Report No. 1 Fatigue Technology ADDRESS _ Hayford Road, Spokane, WA____ Seattle WA 98188 - - PERMIT NO._ ____ ENGINEER 0- _ __ _ DCI ARCHITECT _ _ CNA Architecture, Inc. November 22, 2000 CONTRACTOR McCarthy Job #14507 To Informa On tion Bu ild fnvin.«i v • can.urtinv • Tbati o 14109 E. Sprague Ave., Ste. 9 • Spokane WA 99216 (509) 921 -0900 • Fax (509) 921 -5649 On site at Metals Fab Shop on Hayford Road in Spokane, WA. A visual weld inspection was conducted in accordance with AWS D1.1 -98 and Fab Shop drawings. All welds were inspected for correct size and length in accordance with Fab Shop drawings. Welded Part Number Listed 283 A -4 317 A -4 (2) each 29 A -3 284 A-4 189 A -4 30 A -3 285 A -4 313 A -4 50 A -3 291 A -4 315 A -4 (5) each 303 A -3 282 A -4 276 A -4 291 A -4 243 A -4 SEATTLE OFFICE TACOMA OFFICE (206) 282 -0666 • Fax (206) 282 -0710 (253) 589-1804 • Fax (253) 589 -2136 PORTLAND OFFICE (503) 289 -1778 • Fax (503) 289 -1918 FIELD REPORT g INSPECTION REPORT All welds, size and length conform to drawings and code. Welder certifications and weld procedures were verified. EQUIPMENT ID & SN: INSPECTOR(S): Garland Baber SUPERVISOR: Tom Watson, WABO# WAT 60 9373 THIS CERTIFICATION ATTEST$. TO THE ACCURACY OF THE RESULTS OBTAINED FROM THE ACTUAL TEST PERFORMED AND/OR OBSERVATIONS MADE WITHIN THE DEFINED SCOPE OF WORK CERTIFICATION SHALL NOT BE CONSTRUED TO REPRESENT INSPECTION. APPROVAL OR ACCEPTANCE OF OTHER ASSOCIATED WORK OR A WARRANTY OF DESIGN OR WORKABILITY OF THE SPECIFICATION REQUIREMENTS. FIELD CONTACT: B. Edgerts CONFORMANCE OF WORK ALL ITEMS INSPECTED CONFORM DO NOT CONFORM TO APPROVED PLANS cc: CNA Architecture -Jeff Jeffers DCI -Roger Heeringa City of Tukwila McCarthy -Mark Peterson PSI Tacoma -Russ Bodge THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT ONLY THE REPRODUCTION OF THIS REPORT. BY ANY METHOD. AND ITS TRANSMITTAL TO A THIRD PARTY, BY ANY MEANS. EXCEPT IN FULL, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. IS PROHIBITED Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. M thew Blankenship Branch Manager m.�t5sra�il &6s- .,.a:iazu..a <,tiaavt ~iii Information To Build On SEATTLE DIVISION EASTSIDE DIVISION (206) 282.0666 FAX (206) 282.0710 (425) 485 -4244 FAX (425) 485.4611 acceptance of other associated work or a warranty of design or workability of the specification requirements' TACOMA DIVISION (253)589.1804 FAX (253)589.2136 FIELD REPORT 2� PORTLAND DIVISION (503) 254.8418 FAX (503) 252.5608 FR 9496 SPOKANE DIVISION 15091 535.3571 FAX (509) 535.1267 PENINSULA DIVISION (360)297.8821 FAX (360)297.8828 Certified Report by Professional Service Industries Date `FrlatensancrCtn +mow DEC 07 =. w U0 0 (o J o u.2 I z Z O H! uj 2 oN 0 ~! WW . _o . .. ILI U) z -Fi}ri/2u t 7 A..JVa�4 f P OJEC,',NO P. i {r(f/ ,// / „ / ' 802-/) DATE/ ,S7 6 IoM /9 * _ / (I 9v 6 7P / f�D/l`' 4) /.S" �i Eifel S i /06 AN de*2 P � W.O. 1'6 y ieL( -k utooz 4 1i /, 5 /' x / sit- to A -1 UsliA t Fie em 7 / / . t T ki (44- W W /c C ..0k kth ; 7,41... 1 ,;v, 60*, P90440,, P,00/99RESS C 4/4 , i 1,_ NpW' /4.3meQ4-& -sz-- ~iii Information To Build On SEATTLE DIVISION EASTSIDE DIVISION (206) 282.0666 FAX (206) 282.0710 (425) 485 -4244 FAX (425) 485.4611 acceptance of other associated work or a warranty of design or workability of the specification requirements' TACOMA DIVISION (253)589.1804 FAX (253)589.2136 FIELD REPORT 2� PORTLAND DIVISION (503) 254.8418 FAX (503) 252.5608 FR 9496 SPOKANE DIVISION 15091 535.3571 FAX (509) 535.1267 PENINSULA DIVISION (360)297.8821 FAX (360)297.8828 Certified Report by Professional Service Industries Date `FrlatensancrCtn +mow DEC 07 =. w U0 0 (o J o u.2 I z Z O H! uj 2 oN 0 ~! WW . _o . .. ILI U) z P 2 ,4 < LP Qe7 CSC�okY /tea /7 Zed /16'4e / j'e,e V- Jors 7i /U . s oA.1 au to / IoM /9 * _ / (I 9v 6 7P / f�D/l`' 4) /.S" �i Eifel , _I . l T sY , e ' ' __ r : .., ■ - / •, - - Al _ j // lb d AP, Eoicy ,,cr -d W.F.c' M (3 f /6'egt, pvPliuo res9/ y ieL( -k utooz 4 1i /, 5 /' x / sit- to A -1 UsliA t Fie em 7 / / . t W �, /� tit, /We- f vd,� -h.' ,o � e i EQUIPMENT IDENTIFICATION AND SIN #: COPIES TO: I MAILED: I P I DATE: %% %N_7 �f IT S'I S' �P APP ,ROVED P., S, %/' �/ � �c �� / j� � ORM I NG j j a'l� Wj�44l / .//��, % / A, . � ' — � , . 12 OWNER ENGINEER ARCHITECT — CONTRACTOR BUILDING DEPT. SUPPLIER FIELD ONTACT: DATE: N /4 _ Ibis report Is provided for the Information of the client only. The reproduction of this report. b any method, and its transmittal to a third party, by any means, except In full, without the full permission of Professional Service Industries, Inc., Is prohibited' N , ON OFF ST OT MILES Ibis certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or TOTAL HOURS ~iii Information To Build On SEATTLE DIVISION EASTSIDE DIVISION (206) 282.0666 FAX (206) 282.0710 (425) 485 -4244 FAX (425) 485.4611 acceptance of other associated work or a warranty of design or workability of the specification requirements' TACOMA DIVISION (253)589.1804 FAX (253)589.2136 FIELD REPORT 2� PORTLAND DIVISION (503) 254.8418 FAX (503) 252.5608 FR 9496 SPOKANE DIVISION 15091 535.3571 FAX (509) 535.1267 PENINSULA DIVISION (360)297.8821 FAX (360)297.8828 Certified Report by Professional Service Industries Date `FrlatensancrCtn +mow DEC 07 =. w U0 0 (o J o u.2 I z Z O H! uj 2 oN 0 ~! WW . _o . .. ILI U) z ~�i Information Consulting Tooting On EngN��ing • Consulting • FASTSIDE I )(VISION SEATTLE DIVISION (206) 282-0666 FAX (206) 282-0710 (425) 485.4244 FAX (425 85 -4611 'This report Is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in full. without the full permission of Professional Service Industries, Inc., Is prohibited' 'This certification attests to the accuracy of the results obtained from the actual lest performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements.' - Certified Report by Professional Service Industries TACOMA DIVISION (253) 589.1804 FAX (253)589.2136 I . PORTLAND DIVISION (503) 254-8418 FAX (503) 252.5608 CR 4287 SPOKANE DIVISION 1509) 535.3571 FAX (509) 535-1267 PENINSULA DIVISION (3601297.8821 FAX (360) SAMPLE I.D. SIZE AREA ISO. IN.) COMPRESSION TEST RESULTS / -/, 0 • 0. SAMPLE AND TESTED FIELD SPECIMENS IN ACCORDANCE WITH: ASTM 2z., IS ..st SLUMP SAMPLING ASTM ASTM C -143 C -172 PROPORTIONS: CEMENT C'SE AGG. FINE AGG. J b /SO / ,.! TYPE OF CEMENT 4,--0->X CONC. TE �V O A S TRUCK ? TICKET N U FG `�'2 POUR LOCATION AND NOTES: AIR ASTM 1344415- TEMP BREAK ASTM ASTM C -1064 C -3 554,0 SYek o WEATHER TEMP. "'/� 4f CAST ` O � � Od Q PLANT o Vi S TCXST ENGTH FrO NEO CAP ASTM C -1231 WATER ADDED ADMIXTURE ADMIXTURE OTHER STM ADMIXTURE 0 SAMPLE 5 � TYPE G.1Y /4W0 fir. 'l A/O Nov SLUMP 7' S ins. AIR ��/0 % OUANTIT // 1- U. Yd. ,p7 7Z(7G4 /.4‘.6-1f, SUPER PLASTICIZED SLUMP 4/ A MIX N DATE RECEIVED: // /(3 -� 1559'10 /L-4 4i Z 147037.07 4/ o;s & • IELD CONTACT: I " -' 9 , /■/ —.e/.. •C a Co 12 - - /y. / ,".4/ /iias .-,ast Oo ed1. File #4 sr- ,/'6r" o.t/ -Lim/ . /0•o•/?� Ca.frsoe EQUIPMENT IDENTIFICATION AND S/N#: COPIES TO: I MAILED: OWNER ENGINEER ARCHITECT CONTRACTO BUILDING DEPT. SUPPLIER I 2 ' CT // Q -200 i DATE: j EMS IN$ I , P �I�OA I�g I)I�r // DATE: •Ipumrwzrimze27 rA NAME 114,0 MILES /1/ ON OFF DATE TESTED AGE AT TEST LBS. ULTIMATE STRENGTH P.S.I CHECKED FRACTURE TYPE TOTAL HOURS Dale f�v DEC 07 Z I- W C) 0O coo W J W LL W 0 ga CO = I- 0 Z I- LU l a U 0 I- W W U LL I- Z W O Z v COMPRESSION TEST RESULTS SAMPLE I.D. SIZE AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LBS. P.S.I. 4- G X /Z 2K .1:7- /1 -14 -64 7 IzwZOO M3ct O V4 — R zS . Z.'+ I_q -o 1 ,ZA 1SN98'0 /S? WO 5 .SSgO ..‘ 14 J N — — Mr. , i--4-0/ S V / 01's .4. I SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NEO CAP OTHER IN ACCORDANCE WITH: ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM C -31 V C -143 p C-172 la C -231 o C -1064V C -3921 C -12310 0 TIME, TEMP. & 8:4o A +n'1 DATE MIXING DESIGN SAMPLE WEATHERM ClI y S'y° CAST « --I.Z 0 6 PLANT STRENGTH F 4100 TYPE CON 6f.e. / / PROPORTIONS: CEMEN T C'SE AGG. FINE AGG. WATER ADDED ADMIXTURE ADMIXTURE ADMIXTURE 5/7 /0G o /#13o Tr "1 fie Iv =ze e% TYPE OF CEMENT S ""- CONC. TEMP. 63 ' SLUMP 3'Id- ins. AIR A 7.4 % QUANTITY/ �- Cu. Yd. TRUCK c 1 TICKETS Ti 3D ,3 3 SUPER PLASTICIZED SLUMP 4 4 MIX K /3'1 POUR LOCATION AND NOTES: nr /L ' DATE RECEIVED: /.2._- /3 , Q 0 Luc& A ii,;2) & ..t 4a , f.0. . ClOrZiAt.t2 ...7;;;; Q1ir) �r ' LG A../ f - n EE S. ,l � a i t - /_ fell P»i L ✓� z r / td Cfr6 9W i4d . Q,-»i' I./. , - 1144.E .121. 4414 79 /ll./ 6 /s; gild .,� ,> . .- 'O.q -P. r ?L r..t f EQUIPMENT IDENTIFICATION AND SIN#: C re. qq0 3R COPIES TO: I MAILED: I INSPECTOR: j DATE: %i % %�� ITEMS;I P,ECT j / 01( ; ', // /� j � � >r� /j � c 1.4 / j /iNONCONFORMI� jD ,Q i i %� iii /% i / //., �z l /- /QO OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER F) D CONTACT DATE: A CaC.� -V Z .2 0 0 II 'This report Is provided for the information of the client only. The reproduction of is report, by any method, and its transmittal to a third party, by any means, except in full, without the lull permission of Professional Service Industries, Inc., is prohibited.' This to the from the lest NAME ON OFF ST OT MILES - certification attests accuracy of the results obtained actual performed and/or observations F - Ryf 9 TOTAL HOURS made within the defined scope of the work. Certification shall not be construed to represent in Inspection, approval or efts . 0 SEATTLE DIVISION • ~� Information �T !!. Consulting oBuild On En �� • • rooting EASTSIDE IIVISION (206) 282-0666 FAX (206) 282-0710 (425) 485-4244 FAX (425) 485 -4611 FIEOEIvrro CITY OF TU.. 'ILA JAN 16 1 PERM ITIGE +ITER (253) 589-1804 FAX (253)589.2136 CR 11171 /I SPOKANE DIVISION • (5091535.3571 FAX (509) 535.1267 AND DIVISION SEC 2 OP A DIVISION (503) 254.8418 FAX (503) 252-560 (360)297.8821 FAX (360) 297-1828 acceptance of other associated work or a warranty of design or workability of the specification requirements.' JAM 1 2 2: v 1 Certified Report by Professional Service Industries Date Z a r W 00 y o ' U) W' W O' ga. U _ �-. 111 il- O Z W W U � o N 0 - H r- • W I Z U SQ r- 0 ~ Z i Information r Consulting Enamoring •'• rooting SEATTLE DIVISION (206)282.0666 FAX (206 282 -0710 EASTSIDE DIVISION (425) 485.4244 FAX (425) 485 -3611 `"1c-C tr .J\ 404 r ■,-3 ! 0 \ Mr, K t �.+ Certified Report by Professional Service Industries ', j4,01. 24 06 X 10 9 . ,M7!MS1ra rykkvfl*Wy,ay .xx•.t. mariv�r» n ao . RECEIVIEC JAN 16 2001 TACOMA DIVISION BUILD (253) 589.1804 FAX (253)a / P -OJ • :. PERM), / /. /j 6f�4114/y R FIELD REPORT acceptance of other associated work or a warranty of design or workability of the specification requirements." 4' TLAND DIVISION FAX (503) 252-5608 DATE O \_ Ggr, C.)1 `W.o. 1 -{ h,/S%, t c Z- C4)21 CN A FR 9969 SPOKANE DIVISION 1509) 535.3571 FAX (509) 535.1267 PENINSULA DIVISION 1360) 297.8821 FAX (360) 297.8828 Date (2w N • \r` A l ∎rIL Alec .Ino�r Z�.,S 1,kC. f1 f INA K. -o- sec ..... c,,--E- Q (-LA_ s Cf 1.C� V--1..1 • .. I V LIII Lam. .L _ SIIIMM -'0i J AIL raMIIMPRIII. ' r WINIREM • F. l 4- _1 0, �. t .fv U1i1/4_03 r, l Q ' \ ,cs I'VU& I's■V1 WI c,.,�., EQUIPMENT IDENTIFICATION AND SIN#: . %%%%//.O%% . IT JNIs0 %�PPR D'P " / / / % /// %% / %/ /� c ��i/ / . • i%' Ot�CONF,9 IVII� ,./m. , /�� S , " // "-:/ � , .// COPIES TO I MAILED: I INSPECTOR: I D DATE: OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER Ot U . FIE 4 ON DATE: ` / "This report Is provided for the Information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except In full, without the full permission of Professional Service Industries, Inc., Is prohibited.' 'This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or ON OFF ST OT MILES TOTAL HOURS i Information r Consulting Enamoring •'• rooting SEATTLE DIVISION (206)282.0666 FAX (206 282 -0710 EASTSIDE DIVISION (425) 485.4244 FAX (425) 485 -3611 `"1c-C tr .J\ 404 r ■,-3 ! 0 \ Mr, K t �.+ Certified Report by Professional Service Industries ', j4,01. 24 06 X 10 9 . ,M7!MS1ra rykkvfl*Wy,ay .xx•.t. mariv�r» n ao . RECEIVIEC JAN 16 2001 TACOMA DIVISION BUILD (253) 589.1804 FAX (253)a / P -OJ • :. PERM), / /. /j 6f�4114/y R FIELD REPORT acceptance of other associated work or a warranty of design or workability of the specification requirements." 4' TLAND DIVISION FAX (503) 252-5608 DATE O \_ Ggr, C.)1 `W.o. 1 -{ h,/S%, t c Z- C4)21 CN A FR 9969 SPOKANE DIVISION 1509) 535.3571 FAX (509) 535.1267 PENINSULA DIVISION 1360) 297.8821 FAX (360) 297.8828 Date CLIENT Fatigue Technology PROJECT NO. PROJECT NAME 742 -00211 _I Report No. 5 Attn: Kevin Dooley __ __ Fatigue Technolo 100 Andover Park West ADDRESS Hayford Road, Spokane, WA Seattle WA 98188 PERMIT NO. Js D26OO 2 g CLIENT_ _P.O. NO._ ENGINEER DCI PSI W.O. NO. ARCHITECT CNA Architecture, Inc. McCarthy Job #14507 DATE December 1, 2000 CONTRACTOR f Informa� on To Build On moat.. ,rsg • Can.w s eling • ThWng 14109 E. Sprague Ave., Ste, 9 • Spokane WA 99216 (509) 921 -0900 • Fax (509) 921 -5649 On site at Metals Fabrication Co. A visual weld inspection was conducted in accordance with fabrication drawings and AWS D1.1 -98. Checked various parts to the bow trusses. Part number listed alphabetically. cc: MC ME MG MK MM MN MP 10 pcs 5 pcs 10 pcs 15 pcs 6 pcs 7 pcs 8 pcs Four pieces No. 10A's inspected the plates to the base plates that were found incorrect on report #4. The repairs are., made and work on these pieces meets drawing and AWS D1.1 weld size and length requirements. Welder, certs were verified. EQUIPMENT ID 8 SN: INSPECTOR(S): Garland Baber SUPERVISOR: Tom Watson, WABO# WAT 60 9373 CNA Architecture -Jeff Jeffers DCI -Roger Heeringa City of Tukwila McCarthy -Mark Peterson PSI Tacoma -Russ Bodge FIELD REPORT THIS CERTIFICATION ATTESTS TO THE ACCURACY OF THE RESULTS OBTAINED FROM THE ACTUAL TEST PERFORMED AND/OR OBSERVATIONS MADE WITHIN THE DEFINED SCOPE OF WORK CERTIFICATION SHALL NOT BE CONSTRUED TO REPRESENT INSPECTION, APPROVAL OR ACCEPTANCE OF OTHER ASSOCIATED WORK OR A WARRANTY OF DESIGN OR WORKABILITY OF THE SPECIFICATION REQUIREMENTS. 44-- .151 .4:.;,Vuti.vxx INSPECTION REPORT SEATTLE OFFICE TACOMA OFFICE (206) 282 -0666 • Fax (206) 282 -071 . (253) 589 -1804 • Fax (253) 589 -2136 PORTLAND OFFICE (503) 289 -1778 • Fax (503) 289 -1918 FIELD CONTACT: B. E. CONFORMANCE OF WORK ALL ITEMS S INSPECTEq CQNF,.QR_M{ a r- ....r... r + s, DO NOT CONFORM TO APPROVED PLANS 7 /, / /// _ Matthew Blankenship Branch Manager THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT ONLY. THE REPRODUCTION OF THIS REPORT. BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY, BY ANY MEANS, EXCEPT IN FULL. WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED. Respectfully submitted. PROFESSIONAL SERVICE INDUSTRIES, INC. ' ,v ) 0») /7A - 1/L ° l4./eW01.4.2.1 tall 11 G - 74 - i 0 . • A KI 0 I 4/ c-ii, ef A r. 4 - goiv) fete-,4 .11 Ge ‘ e,:eiGG-ii A.A.UsJ A nil i'..? ? i.z. 2 , 4. il .17 it.d _4 in _, A ? 4J P14.- ex A e...124/4.e.n - di; C & V z1-411 441 I rP) ? Z /2 .2 , i S _. A co p ecTs • azifr 9L. I ei * ey.s. Pio &f.).. "tZ '..2 d 4.11/ di a IA/ .e gel 01.- EQUIPMENT IDENTIFICATION AND SIN#: 4 4, COPIES TO: I MAILED: I INSPECTOR: I DATE: .0nINNN ' j :1 . ETPTAINI " S, . A ay _ Leda /4/o / OWNER ENGINEER ARCHITECT — - CONTRACTOR BUILDING DEPT. SUPPLIER F ELD CONTA DATE: 7 PPROVOP %, c‘ f,' I* /- 2 - 0 i Y A%%/ / 7 '' ,. .. -/- / / . , , • / ///, x/ OICONF9RMIN • • Z 1■Mr 'This report Is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in full, without the full permission of Professional Service Industries, Inc., Is prohibited.' 'This to the NAME ON OFF ST OT MILES JA4 - - - 4:60 10;00 4 / 4 a certification attests accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent In inspection, approval or TOTAL HOURS 3 / k 1 6 r 7.pima ig Engineering • Consulting • riming IELD REPORT SEATTLE DIVISION (206) 282.0666 FAX (206) 282-0710 EASTSIDE DIVISION (425) 4854244 FAX (425) 4854611 acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries RECEIVED JAN 1 1 2001 TaUALAING (25311FPA4T i ,,retliwrSjiit ilike htlMillfetISTATIV$Y11% 1 1811rAPtirStilkorpAmerfritrywpr f rstvr 4 1.0 1 14 1PfilreotTVP7Kf.7-7fittoilelln10.2N= V 1.127 4 11'beellen7 1. 7, /lowe.g lfs . rtatomterow. FR S3 7 II 8 to% VS ' SPOKANE DIVISION (509t 535-3571 FAX 15091535.1267 ND DIVISION PENINSULA DIVISION IS FAX (503) 252.5608 0601 297•8821 FAX 136012974828 7%2,- Do2iJ DATE 7.4:24; 4 w.o. -/7// Date 40 / ` - , i ce I. ..d /.r0 �....ar / I 114 t — 2 • _� / r •e 4s& e Et Ii'a 0 4) /.2.2- E /9, / 1 6*tkie- 0- 4),4. At .1. r , „7• /2..z, i ii, S / PV,e- , o t"uda/ i • , / .., t. .: !e .1 // " . i /� R, 4 / .. /. . . .- - i 1 . ' J . . yy, 12 /) 111/// / EQUIPMENT IDENTIFICATION AND SIN #: . 44 COPIES TO: MAILED: I IN PECTOR: DATE: ' ''! /% ' //7 /' Or /j , T AP M 0 p P Ci � i 9� ,; /� , i' „ � / %/////// 9 /jNONCO /Ni ��I ��/ .. '', i, %0, /i / / /r /� i. ,. X43/0 / OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEP SUPPLIER E D r ONTA DATE: /- 3 -0 I _ — 'This report is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except In lull, without the full permission of Professional Service industries, Inc., is prohibited.' 'This to NAME ON OFF ST OT MILES / — ‘410 9. R C ,2/et, V O certification attests the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or TOTAL HOURS .Z4 / r ak li gerii7 Information r To Build On Engiwsrtng • Consulting • Mating SEATTLE DIVISION EASTSIDE DIVISION (206) 282-0666 FAX 1206) 282 -0710 (425) 485 -1244 FAX (425) 485.4611 ',94m;fr/77 :(0 / p /-7 / kta/o:✓ ado RECEIVED JANee''AA1 1 2001 TACOaU tSIaI N ti c (253)589P Rtiv4) 4/16Ni (503)2 acceptance of other associated work or a warranty of design or workability of the specification requirements' a ri liMet7.T ke a!lid+F?l IT ?” 177P / t^ I nVON* »s?, r+/R i +,2'K, r .m.: , 0, , +S'£Cmitirxtr t DIVISION FAX 1503) 252-5608 PROJECT NO Z ERMONO 7////' / i/j�j E NE/ f ' A / % l -vi /iii // %i' CONTR4CT3i� PR,pJA' DRESS FIELD REPORT 742.- on - ,: DATE /••3 - - w w.o. 4./7i4,/3 Tke _Luihri, &A . "Z GZ G/7A• /7J 404 0! FR 9752 Certified Report by Professional Service Industries , :.woo vev.r at, ?L!'=5 rer SPOKANE DIVISION 0091535.3571 FAX 0091535.1267 PENINSULA DIVISION 13601297.8821 FAX 1360) 297.8828 Date ..... 9 ^(i r, .0 ",) ;r "" : s?fiQ7to r hots.' atr tiigtrtrayr..i.. r,r t z I Z � • D O U O co 0I W U,I LL ~O . 1i 1 0 = O I - z Qn .fir . 1, n tue„/_ en rr,--1710 n a _44/4LAl,." .0i. . . i. . /. _ ./ _. It i A _ i al • of z' 5 /Pd ✓ — l'.dm / !c re , rmian/ ,,Latch) A-t .}-M1ri/ .,, n Ade — 1. A.? fr.' l.Gt e / A eZ4 CIisl /42. - ed. 22.4" ?,a" e GGe .¢ , 9 �+ —i, 5 / ' � ti z- �,L . � f Af, r- f iker,i (ire r tv to- ma eE.. Q,Cs'G, A /af,n e. 2 ".e r, o. h' ley .! 7 G EQUIPMENT IDENTIFICATION AND S/N #: //,/ COPIES TO: I MAILED: I IN PECTOR: I DATE: %%% i%& �� /%1 %�� f%' IT )11) O S ,T t eg '2/,/. > <, ,� ;i - , / / ' ? ' � ' .„..„ // „., / , OCO �� ; !ziJ (i, /� /'q,/ OWNER ENGINEER ARCHITECT CONTRALTO BUILDING DEP . SUPPLIER F LD CONTACT: ..k.-_,7--- �---. DATE: _ / �5 C �� t I 'This report is provided for the Information of the client only. The reproduction of this report, by any method, and Its transmittal to a third party, by any means, except In full, without the lull permission of Professional Service Industries. Inc., Is prohibited.' 'This NAME ON OFF ST OT MILES i j G :0 d g i Q 0 / / / V certification attests to the accuracy of the results obtained from the actual lest performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or TOTAL HOURS V Information ,.`. Libizmai To Build On Eng1n..ring • Consulting • T..t ,g SEATTLE DIVISION EASTSIDE DIVISION (206) 282-0666 FAX (206 282 -0110 (425) 485 -1244 FAX (425) 485.4611 (253)5811, IA , -e _ i / . DATE -y . j FIELD REPORT acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries •- 3 �} Date RECEIVED JAN 1 1 2001 TACOla NDING ND DIVISION (503) 254.8418 FAX 1503) 252.5608 , / � /fi�- FR 975 SPOKANE DIVISION 15091535.3571 FAX 1509) 535.1267 PENINSULA DIVISION 1360) 297.8821 FAX (3601297.8828 OA/ Q f, �-�■ rz Z.-) q . l' e LL tl y,0.n./l t 1.% 6#1,d017 Ge-.fze / ✓ a>! , Z. A oOr' — P� f r/. cvwP ekterA d e2"/A/r-er °Fide t w+/ - 4 ! tr !4 / l/ 1..., rYrt s lams; ,090,4x. ¶' et I p /. 4 4 e i Y a r"Cdi a,,,y), !i - YGth vr- ", i4t�t.>�i L.,,„,, 644, J 11 i Z" it.LL n �2 , 4 tg, ot. .J 7'_rr z>1AI r 1/I /r i 7/ / d)/ f , , , / /erg 'A, I..; /� EQUIPMENT IDENTIFICATION AND SIN#: /?/' COPIES TO: I MAILED: I IN ECTOR: I DATE: . % % %%mil% % % % %rf%' ITEMS INSP. PTAWT / 'eP QV D;P,C'l '� / �% ' /.// ;/,',/,/,/ �C / %. r 4 / / . O NCONF9R'lll f�l j LZ iO ,G '' i(-C /� OWNER ENGINEER ARCHITECT — CONTRACTOR BUILDING DEPT. SUPPLIER F LD CONTACT: \ --� DATE: — I 1 I �1 % r ..,;i ^ '/ -o j `� `This report is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in lull, without the full permission of Professional Service Industries, Inc., is prohibited' "This to the the NAME ON OFF ST OT MILES J / 1.--.-' A i OQ /a • Do z. certification attests accuracy of results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent In inspection, approval or TOTAL HOURS Z _ i i Information To Build On Englnwrfrig • Consulting • Tooting SEATTLE DIVISION EASTSIDE DIVISION (206) 282.0666 FAX (206) 282 -0710 (425) 485.4244 FAX (425) 485.4611 Certified Report by Professional Service Industries RECEIVED JAN 1 p1��2�001 TAC3I I�DI rG (253)5 7 -mon' FIELD REPORT acceptance of other associated work or a warranty of design or workability of the specification requirements' PROJECTNO: Y i / � ' " / ' ice P ENf N31/ CONTRI CC ,R% PR�DDRES D DIVISION (503) 254.8418 FAX (503) 252.5608 FR 9756 Date SPOKANE DIVISION (5091535.3571 FAX (509)535.1267 PENINSULA DIVISION (360) 29741821 FAX (360) 29741828 DATE,- �- ..,,..,,. «.4-• •_,r... Si.7,- ,t.an e,14.0hYtra'ru;. E /r / � ° , . 7 � / �ftt�GU.G ?•v!� c ff ART J 1EF N�7 / .0 .+I T ri CT E ;`� ARCf,11,TE T / � / � 0 DATE/2.-4-0 -oil .2000, Z 2'6 w.O. yG 3 9/ /6 0 rlddi/1,r/ it4ki L► ,"2U. if wt AJ 0 0 0 /�j Gn 4- ! `27 G COMP E SION TEST RESULTS SAMPLE I.D. SIZE AREA ISQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LBS. PS,I. Al- . - X /2- 2-)".0`t /2- / ; -00 7 i tt 9S0 4 1340 ,1 41• if TS, 09' / - 3--D1 2g 1'10140 to 0(00 S 1+ — 2 4, Oct /-3 - n .2f 113oSO 6, 1(90 .s t} D \/ V !f D � i s C.Owe , SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NEO CAP OTHER IN ACCORDANCE WITH: ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM C -310 C-143 0 C -172 V C -231 0 C -1064 V C -39 C -1231 �' 0 � TIME, TEMP. & / /. .'T > 0 9 G • ATE / MIXING DESIGN t� SAMPLE WEATHE CAST /Z -G -O G PLANT STRENGTH F • 7 6 0 TYPE �il/n�jd C PROPORTIONS: CEMENT C'SE AGG. FINE AGG. WATER ADDED ADMIXTURE ADMIXTURE ADMIXTURE c O MO / ‘7 � G o - t TYPE OF CEMENT .Z" CONC. TEMP. Pe. SLUMP 3 ins. AIR 4 % QUANTITY /O e t 30 Cu. Yd. TRUCK /d i TICKET # 6 S 3,-;157)7 SUPER PLASTICIZED SLUMP /1/A., MIX # D 1. ,C- POUR LOCATION AND NOTES: DATE RECEIVED: /2 _ 7- 0 0 --�� .. / • . •_ i. . - „ I .i ,I I Gf/. • ,,. . A A . ,/ _ a 4 ✓._. i ' . it t h , e L, -..,.. ... 7 . . _ . _, , L� / • ei _ , • ,_ / _ / , , �.. : - ./ �� i ZA1 i2 / !I r f a.,2 /eat .. /- r t' c EQUIPMENT IDENTIFICATION AND S/N #: T - so 38 COPIES TO: MAILED: INSPECTOR: J DATE: %% /% e� %� % % % %� /j ,D% � P � / p �519 ' / r, //�Y /� / ,,, : � , / /y/ . / / % / /r /�j� % NO CO I D ' �. / ITEMSAM I C r,..,„.?//rAi X 00 OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER LD ONTACT: DATE: - - This report is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in full, without the full permission of Professional Service Industries, Inc.. Is prohibited' 'This certification attests to the accuracy of the results from the lest NAME ON OFF ST OT MILES obtained actual performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in Inspection, approval or TOTAL HOURS ` 4 — Information P' To Build On Enpkn..rinp • C0/184111C0/184111C0/18411111,9 • Meting SEATTLE DIVISION EASTSIDF DIVISION (206)282.0666 FAX (206) 282.0710 (425) 485 -1244 FAX (423) 485-4 acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries RECEIVED CR 1:? 17 7 SPOKANE DIVISION JAN 1 1 2001 (5091535.3571 FAX 15091 535.1267 TACOMA DIVISION PORTLAND DIVISION • 8418 FAX 150 tt 25 PENINSULA DIVISION rlt�t Data TS•96- . YnnRR"✓ 0' �' 4''' TY' �# P, �d' JE% 1N 9fi> 1 �F , � i� E1+ 7 f �^4?sN!3%S�"•^9`{'NAFiN- '.eyj� gar++ a�+n•sytcTrMVi ?.P6'^- ?Lwe'!:`iM .r ^'S.._.._,s":'.tiL` ��.ti.`�•p7 ^• .o ,o..F„r.. »wee.��rn•w• age.. �rvr .+�sre- :wa!?ca!+vanti:��s'±raT? OA/ _...G. &i a.. 7..0i , /RAJ ...111-MP ,1/ Arf/ � ✓G�n rr,f) .oti. /,G t j 75 l� ¢'ti -2.t % aia / C.-4776 A/ J'�'t44,0 M ..4 f� ye, m an ( . f " r dr) m en, MI C., oG Z -crime J e'? h r /1/ 6 p ./v) . , ova 11 �.J/, ,-4 111 ,- � a /3 ` 6� 1171 o%, /Y) Pi rk a.r h try h /'- Lze. ?/e.-- 4mAa./ /it/ /,C , M'' Gf r>df) q - AJ O14- -r t�� /Y.) /."72 1'ti�t/ /N e., � V / / /i€- ,e1 � -�i /r ' . !/NZ 4 ye .o Z -4-/ / ` .. Gc-,4) /1 i L" • .,, • //, , 4141 E , • , / . : -' % i •�Z . . • .A lG . L 2 . V/ ' Of ��L�►11 4 �tG /G n✓ c- 3 4 ,• 9 , /L 1/1f. 4.-- T:0. Id, n G!^ , r .,s; / J , i) . 9 - A? 4, / 2 4 r .3%L .3 . i . / a- .t -4. .1, , [r . . _ 4 • / , W / tL X RC t`1(.1 q0£ 1 �h 1 li /. /9 0 , hit .5' c Z4‹. F _w / 0 / o oX c i / o z r / & G Z . . ) , / 0 -. k n i l e f -d 1 //" "14_ t%4 € .2.L t / 4 4. / /// ` / /� / .''// I. a s 0 .► _/.� _ - i . e - / f` , - ill' .7 714 / JR . C -2- Pty s c / 8. EQUIPMENT IDENTIFICATION AND S /N #: w/,# COPIES TO: I MAILED: I INSPECTOR: DATE //%!�%% %% /�%j% • ITEMS INS(PEC • . APPROVE);PLA S / ' � / ; % , .. ;_ . ; . 5; � � , ' ,;. O / / " i NONCONFORMI��C / � %% / if " 4144 " " J / = !ZG �¢ 0 OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER D CONTACT: D ATE: . CJ�R.c.l�� 'This report Is provided for the Information of the client only. The reproduction of is report, by any method, and its transmittal to a third party, by any means, except in full, without the full permission of Professional Service Industries, Inc., is prohibited' 'This to NAME ON OFF ST OT MILES 0/444--- e:,00 g, ,I.4 Pd s. `� fZ . as /►4- .2./: 0 0 2... 4 0 certification attests the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or TOTAL HOURS . ; / miTarn Information / To Build On Engk,..rbg • Con.ultlrp • Testing SEATTLE DIVISION EASTSIDE DIVISION (206) 282.1666 FAX (206) 282.0710 (425) 485.4244 FAX (425)485461i UILD 9.18 G RECEIVED JAN 1 1 2001 acceptance of other associated work or a warranty of design or workability of the specification requirements? f i) � ', $ PORTLAND DIVISION jl •711tl'EN (S0J, 254.8418 FAX (503) 252.5608 PROJECT PERMIT NO: GITY 4///• ENdNE R'� ARCHITECT; ,, CONTRACTOR' FR SPOKANE DIVISION 15091535.1571 FAX (509) 535-1267 PENINSULA DIVISION 1360) 297.8821 FAX (360) 297.8828 DATE C /JO / R,O / i !/ /I G ,ice Lii P J' ADORE f/y IELD REPORT Certified Report by Professional Service Industries Date N o IL W 0 2 g con I- W Z o . W uj 2 U � W W H 1 U. Z iii ) U = O~ z Mew Information Engineering • T consu ti g • Meting SEATTLE DIVISION EASTSIDE DIVISION (206) 282.0666 FAX (206) 28243710 (425) 485-4244 FAX (425) 4854611 'vol0/1 N : ) ? F Certified Report by Professional Service Industries TACOM, I (253)589.18p4,{ RECEIVED JAN 1 1 2001 FIELD REPORT acceptance of other associated work or a warranty of design or workability of the specification requirements' E NO!% PERMIT;N0// / CITY / ENGINEER j /:7 CO RISC O,R Pp„ DORESS 7z- PORTLAND DIVISION w r v(503) 254.8418 FAX (5031 252-5608 P'90A'153k"! -ieC r 1,rw »e V/7N!4'r hY#.AgAiFf•F! ?47 /PrhTx1 FR L1 0 SPOKANE DIVISION (5091535-3571 FAX (509) 535.1267 PENINSULA DIVISION (360) 297.8821 FAX (360) 297.8828 14Z •0n211 DATE I /2 10 D200a -x w:o. .4u2 G Mc�Ca.Q `�►� 4o Date -S \ - E - -G` - c>trJ 11.. c c. 1 k t+J `'�C.L. r c..7::::,1/4. LAC _r=. nn r= ‘ Fob GM1.) LO A....L...., wA...` tit: A. :r--, Lt . LG /c.•3k' k •c::5 �-�M A. 4-l«..k- Or, too -16 t...Uw` 2. A - N.2. C Al- dT'ot to 5 � ct._ ?Lpr `-_1 tic.. A I1.lc- lPt?.�1a•C.c _.1..)tMi. Grab OT 1 S.�am ► `c�� 1 J� ∎ '� -ta -o cc. - R-c.c.. - e... - " ,, t '�.Nn'? 4 tneu-1au.: - r %ct L 1 GQ►_. A1,-., ?`... U. S.0 C.c::::;. c kOa` -S c M ' L t� :7 t iLap.Z1L - mac * f ' ...l'3` At va 1 tJ CA t i- ..(N\ ∎XV tA) t l 4 a,.1a l>""p..-cc ` —C) — EQUIPMENT IDENTIFICATION AND SIN #: ■ COPIES T0: I MAILED: I INSPECTO DATE: ' / /. /W � ITEMS 1N,SP,ECTgwr p / AP ROVED.Pl A1d V -i �' ///,/7/ / - i � i / • ',(a/ / //. ; /.- ONC j1, LX -&� "2-(° -- t' OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER _ FIELD CONTACT: DATE i "This report is provided for the Information of the client only. The reproduction of this report, by any method. and Its transmittal to a third party, by any means, except in lull, without the full permission of Professional Service Industries, Inc., is prohibited.' "This certification attests to the the from NAME ON OFF ST OT MILES t , I.4444,21.. S: 00 l I : pc' 3 � 4% accuracy of results obtained the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or TOTAL HOURS _ Mew Information Engineering • T consu ti g • Meting SEATTLE DIVISION EASTSIDE DIVISION (206) 282.0666 FAX (206) 28243710 (425) 485-4244 FAX (425) 4854611 'vol0/1 N : ) ? F Certified Report by Professional Service Industries TACOM, I (253)589.18p4,{ RECEIVED JAN 1 1 2001 FIELD REPORT acceptance of other associated work or a warranty of design or workability of the specification requirements' E NO!% PERMIT;N0// / CITY / ENGINEER j /:7 CO RISC O,R Pp„ DORESS 7z- PORTLAND DIVISION w r v(503) 254.8418 FAX (5031 252-5608 P'90A'153k"! -ieC r 1,rw »e V/7N!4'r hY#.AgAiFf•F! ?47 /PrhTx1 FR L1 0 SPOKANE DIVISION (5091535-3571 FAX (509) 535.1267 PENINSULA DIVISION (360) 297.8821 FAX (360) 297.8828 14Z •0n211 DATE I /2 10 D200a -x w:o. .4u2 G Mc�Ca.Q `�►� 4o Date ENV_ 7 / � AX 0 03).S4.04 F FAX 503 25tiaeua (3601 97.8821 2 FAX (360) 2 ( ) 97•Y28 f I 7 Information `` rz � iT'o Build On Egfn••►ing • Consulting • listing DIVISION (206) 282-0666 FAX (206) 282-07 EASTSIDF. I )IVISION acceptance of other associated work or a warranty of design or workability 01 the specification requirements.' Certified Report by Professional Service Industries t99Li-- M/)i -X X177, 9t0190•1•Y ar m. 59 iii -leGifrril X"!sW:ST!.moy x.wmiriewlRT,rmvai.MMu xm' RECEIVED CR . l I `3 S 5 JAN 1 1 2001 TACOMA DIVI IO� I,'e� PORTLAND DIVISION 2 , Date SPOKANE DIVISION (509)535.3571 FAX 15091535.1267 PENINSULA DIVISION OM siTE FOIL Q.49/V0 12_gT& Skis pgesto ki AND SAMPLING . 11iio Agibilet Tn SIT'A CfONCQ1 E P1 4 1*A_Atf4 dK__CA tk C.AL/en. OR-I . Sri L twt'i2aCpalcS f awn &ml C2l1<'TE LAU MEtJ}T 'Go bE 1- re ti nuL 6O_ EQUIPMENT IDENTIFICATION AND S/N #: COPIES TO: MAILED: INSPECTOR: ria9B WA IDATE: �- '!! %%% f, a- %% %i���� ITPP I N p SP P PTAIS • '''/,,4X/07// ! /� T V /r i . Ofl 1 � � 1 I i 0 CONF, M! //% 2426 CD OWNER ENGINEER CONTRACTOR BUILDING DEPT. FIELD C • NTACT DATE: _ARCHITECT _SUPPLIER 'This report Is provided for the information of the client only, The reproduction of this report, by any method, and its transmittal to a third parry, by any means, except in full, without the full permission of Professional Service Industries, Inc., Is prohibited.' 'This to the NAME ON OFF ST OT MILES A u1 Cob Q n 1000 0 certification attests accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or TOTAL HOURS 4 _ - Information ' To B � •a g • Consulting • rating SEATTLE DIVISION EASTSIDE DIVISION TACOM y+ (206) 282-1666 FAX (206 282 .0710 (425) 485 -4244 FAX (425) 485 -1611 (253) 589.181, ` TKO // !�fi acceptance of other associated work or a warranty of design or workability of the specification requirements' Certified Report by Professional Service Industries RECEIVED FR 9 719 JAN 1 1 2001 FIELD REPORT PORTLAND DIVISION MT (503) 254.8418 FAX (503) 252.5608 E CT I�E��F h��j /ri A1(0,6 „� � Date " t? It t<;' 01.7 f°' T�,... 1MtMIter .r-:i'1arictasu^_e,marea,lee s.nrrresw,were, v .,.., e SPOKANE DIVISION 15001535.3571 FAX (509)535.1 267 PENINSULA DIVISION 13601297.8821 FAX (360) 297. 828 DATE i7 26 00 t � 00 . fao rn UJ w 0 u. Q W . F : 111 uj U 0 , 0 N, W W '. H LL z 0 0 z Q,i h 7 - vi.. bvet /4 *- tt'.•�iaAi 0 .� z` A' - P..1r3 A i, z i- hi/ r G x 2-1 -740 �!'Ae,24/ G✓a,G1, ti c - e...7.7 A ado/ Ott A:14 At, q rv✓ - !. / z z, 4 . .� 10 o N ,6 ,nt �t � c � t ( 4 ‘ ci-- r-A orb .0-_C ,/ .¢, r - 2.9 t '& Vi ' .24 fi��v - .n‘.ri mix J a J a�� ./4/ AI, 5" At. i. I 4 41. /° 9 i � �,o/ -11 t eZ.-f , LlN/J or, / t.-/)„ /4 4 7.rJ, EQUIPMENT IDENTIFICATION AND S/N #: 1/ /j COPIES TO: I MAILED: I I PECTOR: I I DATE: � , ' %� - .0 %/ �/gOZ• %�� , / A // j / / / �P /' ', / /�' 2 - o I '< 7 e % /' / / / / - % / //, // M % � / - /A OWNER ENGINEER ARCHITECT CONTRACT R BUILDING DE T. SUPPLIER LTACT: J DATE: DATE: T Ci _ 'This report is provided for the information of the client only. The reproduction of is report, by any method, and its transmittal to a third party, by any means, except In full, without the full permission of Professional Service Industries, Inc., is prohibited.' 'This to NAME ON OFF ST OT MILES /� z ; 0 0 4.'00 I' "L V - 4 O certification attests the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in Inspection, approval or TOTAL HOURS -- Information .- r To Build on Engki .,ng • Consulting • Tira*ino SEATTLE DIVISION EASTSIDE DIVISION (206) 282.0666 FAX (206) 282.0710 (425) 485 -1244 FAX (425) 485 -4611 TS -9 -1 RECEEWED JAN 1 QQ 1 2001 (253) 589.t8B A ��S71 iNP ELD REPORT acceptance of other associated work or a warranty of design or workability of the specification requirements.' PORTLAND DIVISION (503) 254.8418 FAX (503) 252.5608 ' -"/" NOS'/,•. 7 4 , 2, A E %j /) ONE i;00. FR 9422 SPOKANE DIVISION (50)1535.3571 FAX (509) 535-1267 on2�1 Certified Report by Professional Service Industries Date f10.?ZrVM8Vrttn) set?' /t3Wr. tnI ite4, 4,ra�.�rtir.;rrnmr- ritiTrtk mpx2 tot -on =z, r•::P± mn �N�< y . •r ,y r���,•�raer ,.rro fir: PENINSULA DIVISION (360) 297.84821 FAX (3601 297.8828 DATE,-.a 4 -o d -2.24 Q.W.O. 40 UI. 9 arq,@I�riA vrw!! Amyt'li.. • II zo o W 2 j ' U 'O I - W UJ' I- - O ; Iii Z '. 0 z OA/ .etb. itl ✓ " ox�f 6oJt A.�•G�17.a�,/. 4,1 £ 2 j 3/44/* AM 17 '' a J a.t a .l J /G4_,.. A aA/g 1,,,- a.G n A, 4 "/ /,/ tv t / , /MA i..:t ,.4",z- r .,,, ." 62 i c:14, t/�i S "t .rlilt" i /dst,v ,=)/e/t . , one-IA cd. : 6 .Ii Al rll!i '44 ? v .A t ... 4 <ti" ,+2 r 1-/Y G , Li . / ., 1.• .•• / / / t. C IL i/i 0 3/ a _ IV 1 EQUIPMENT IDENTIFICATION AND S /N #: 4'/A COPIES TO: MAILED: I - PECTOR: 1 DATE: '/ %% %�-% %% % i / ITEMS"INSPP,EPTED /TO W , 9 D'PE'A �. es; ,, /./.0'% /% ��i %/ � 1 ; ' / /, ,:?../ '';� � , ' , ,,.y.'%',_/,./////"//'' j 1N C O O NF� Mly��/. 4' �✓ r - : ; ,./ /, /. / / , z i /� /Wo 0 — OWNER ENGI ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER F LD CONTACT: DATE: 42 ;z7 - 0 0 _ This report is provided for the Information of the client only. The reproduction of I report, by any method. and Its transmittal to a third party, by any means, except in full, without the full permission of Professional Service Industries, Inc.. Is prohibited' 'This NAME ON OFF ST OT MILES ��� G :a Q /Q :GO �1 3 / certification attests to the accuracy of the results obtained from the actual lest performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in Inspection, approval or TOTAL HOURS 3 -- Information ' To Build On Engh/N,*ig • Consulting • Tooting EASTSIDE DIVISION (425)485.4244 FAX (425) 485 -1611 acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries TS • 9B• e e�54' NttiF4@+ j" 1�Gey9�iC! Y�I7' �H�% 4- e* uiSS^ r+„• r�,« �: rn� =ar..x��+..wK•:�„�"'tsb�a uaaxmc�sr� wevv,n v - RECEIVED/ � � FR 9 7 4 JAW 1 1 2001 SEATTLE DIVISION (206) 282.0666 FAX (206) 282 -0710 TACOMA 3 1/210Nry p PORTLAND DIVISION • (253)589.18Q1 liCk{75D1 "�1�G _(5031254.8418 FAX (5031252.5608 SPOKANE DIVISION (5091 535-3571 FAX (5091535.1267 PENINSULA DIVISION 1360) 297.8821 FAX (3601297.8828 LILT , NO*, _ , DATE Z - ENtiINEER/ jji 7 L z CONTRAcTp P DJ,40ORE FIELD REPORT .n +w*Rxn +n .4 r. Date 00 U) W = ' ALL w0 g Q Na u Z 1- Z �. uJ D O 0 0 1— ' W W ' Z F- - '' U. 0 . 'LL Z ca H =' 0 ~• Z ad ..< its r fi/ SIA 41 I.4/P /,;. k Gr,{r„/ / It, /� Ltd .1 , fr i..,vi.Q .1.4.2,./.4 .1.4.2,./.4 y 41 T 4 --d sf /) rn 1 r. ' 1 / (� Qty •/Z Aa /10dr - � m, hiGit u/ r' G x 2.0 I, fiui pit" c,,, /4 e 1" i4 X- (4 G. zi f 1, 3, ok(G1 I#'44Z lAt&• h Ts /° iv 4.— #4 . if '' o1,/ ,/ A At s 4 . 4 7 / f 1,3 , rh,p.✓ ld te. / 44,... cam, r i..� i!..,14/ a/ a 14 - /. z , f �. 4. 4r 4.3 S A le r er h lriA. � ,6 / a , � / e / ,,✓�.� A E X, 9 "4/ 2, 8 t4 R. 3, 4 a� /�, 6 d 1 r ?e r .4 „-d, � � � 'At 1f, 9 frM/ I. / t A, 3, G.�� �i 'r e i) i f . 1.d/ . 1,9,4 .1,9,4 ;A /o a r�i Gr a,1 JP J , /'t■ -tr./.,tA -fi �! /a-tcr t o . , v2 , s, - ,t/ • • .4 ..... b, r /,z :. . - ._ D // - n. , _ .„. / EQUIPMENT IDENTIFICATION AND S/N #: ,4 a/! COPIES TO: I MAILED: I IN ECTOR: DATE: ! ,>%: % % %��J%�% � ITE,MS-INSP, PTEIng,'j ; POV-A PRDe s f t � � ', i % %' ' / ' ��' `��� ; /�,,,, i i� �,, �f � i,'/N C� / /�Mi✓ NONC ,2 / / ,,. / �� , � 7/00 Q,.i.# ` �� `s OWNER ENGINEER A ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER Fl LD CONTACT: DATE: 42--02-7-44 'This report Is provided for the information of the client only. The reproduction of this report, by any method, and Its transmittal to a third party, by any means, except in lull, without the full permission of Professional Service Industries, Inc., Is prohibited' 'This NAME ON OFF ST OT MILES J /if 00 .?–, OD 4 - / 40 �/ certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or TOTAL HOURS 7 gm ill Information issi4ral To Build On Fnginood,g • Consulting • T..W.g EASTSIDE DIVISION (425) 485 4244 FAX (425) 4854611 acceptance of other associated work or a warranty of design or workability of the specification requirements.” RECEIV 114; 1 1 20011 TACOMA DIVISION • ;T4 ND • VISION (253) 589.1804 FAX 2 i "'' A N L a (503) 254.8 , X 1503) 252.5608 D ®>> T, i0' PERMI N �, C�TY % i % EN�NEER %� /r gCHITE CONTRi CTOR' � E;;AD�ORE., 'Rye. 9 FR 9744 SEATTLE DIVISION (206) 282.0666 FAX (206) 282.0710 „ „ i /. FIELD REPORT SPOKANE DIVISION 15(x)1.535.3571 FAX 150915 35.1267 PENINSULA DIVISION 13601297.8821 FAX (360) 297.8828 DATE Certified Report by �7 Professional Service Industries ��—"� Date uu i U 1 Z I- 00 rn o w J ca u. w g Q w d 1— w z �! W 0 . uj D O N.. 0 I— w w . I- - 0 ' Iii z N ' 1= � O Z 01,1 .O 1 , i ✓ y -i i� 4 vG:4, ,a t I_L f a w4 ,. — QQJLfr ,191 GPI r [ i? �'' A/i ✓ G 0Lt,t lac. -PdL vial AAA d %i irJ4•t 1 l'.or,.o o h/a2 c%1�Ii ,o m c.r 41-4 zi,.a.G r� z. 1ca da/ .4. .L 0 x A x /4' Gnu, 14.10 — 2"'1- to r .2.14 4 o4,Jdi z d f � / to At, /, AA di 3 =`- /,' . yr a 9 q�J - /O./ aii A fa i41 • U /�.t r1.v.1 .ere , ,j 1 ,„" A, / t 0e44 .- AZaVi/ r I ' ‘ ` f — 6 rn. IAA absi 2 A. o "•/ - !. 2,6 , / /f 4 /Ail CG •/ ,..„4.4 j ✓1 EQUIPMENT IDENTIFICATION AND SIN *: ,i //4 COPIES TO I MAILED: I IN •ECTOR: I DATE :/' &_ NSPE �//� / � i t INS '/P C. '''''e,////•-• ITE POV 1 7;P ' ;4 ' / // ,: /, y o / • //i ./7 % /NONCONF9RMII `� � �. ; ; :i,. //' �/ , / // � - �e4/ o / OWNER ENGINEER ARCHITECT CONTRACTOR r F D CONTA . DATE: - , AZ - i s 0 BUILDING DEPT. SUPPLIER _ 'This report is provided for the Information of the client only. The reproduction of this report, by any method, and Its transmittal to a third party, by any means, except in lull, without the full permission of Professional Service Industries, Inc., is prohibited' 'This certification attests to the accuracy of the results from the test NAME ON OFF ST OT MILES J G , .Tv 0:3 0 / 4 v obtained actual performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent In Inspection, approval or TOTAL HOURS / � Engimpostp • Con«Mtlnp •rooting EASTSIDE DIVISION (206) 282-0666 FAX (206) 282.0710 (425) 485.4244 FAX (425) 485.4611 SEATTLE DIVISION FIELD REPORT acceptance of other associated work or a warranty of design or workability of the specification requirements' r . , Professional Service Industries " Date Certified Report by RECEIVED JAW 11 2001 TAcomaikkabotN G D DIVISION (2531589.18d/ ( y e t : EN E (503) 254.8418 FAX (503) 252.5608 iirrlY PROJECT N0�'i: ''. ERMIT:yO /j �NO t)1kER/ j . RCHITE t/ , / // ONTR4C T ' - PR, 9',I RE ?tee /f"a" FR 9745 SPOKANE DIVISION (5091535.3571 FAX (509) 535-1267 PENINSULA DIVISION (360) 297.8821 FAX (360) 297.8828 DATE 2- c' A 'i7M'aM#�w+lS4gcefF ++nh�zX(^fc; i +As.Xe s; air. xr, N: wgora�•.•. pwrs ',,,.x,.«,•,,.,,.T.,r....•.., .. ,:_,,... ..m.. -., .ro. -+MS^ }""�5!'^`..SS:YS:NC.' ar.» »�.,.- .,- «.-- ac -.-a z r4 2 �v 0 N 0 w w Nu. w O Y.).d 1- al Z �H W 0 co O — : 0 1- Ill W Z I- O ' Wz 0 = ' 0 z r'I.c/ mo<tt/� .e" -tit ;r L 1 iv l/d ' A t�.1 0 7� r.•/ ,r.�/41.6a �lll e. r-rvn u1 v r 41,2-i. = GG . - - /,e wV �7� 0. i �� Advt./ t /.474.4..1 /.474.4..1 .!i /.�Nt 1i P.m. P.m. I .42 .42 ., ,44) A - /d . 2 12. Z- ' / `V. / , 1� Y G x 0 +r e..11 iV.•Ai Q..r" 4 '4J it"' /a. /2 / z. 1Tr/. n rui I. Z Z Gc,3 11.U./ ,f .0 / / V' /34•1.. s10&iaJ# EQUIPMENT IDENTIFICATION AND S/N#: el 44 COPIES TO: I MAILED: I IN , PECTOR: DATE:: �— ''!%'/ ITEMS IN,s/P, /% APP � O V D,P,, j S ' j i , , ' . 7 %�� %� , (� o c ■: j / /�� /// / /// % j NCO / / :/1 // / /� I.:... h' / 00 OWNER ENGINEER ARCHITECT — CONTRACTOR BUILDING DEPT. SUPPLIER ,,/ LT�� DATE: / i / ' _ "This report Is provided for the Information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in full, without the full permission of Professional Service Industries, Inc., Is prohibited.' NAME ON OFF ST OT MILES R:36 PP 20 2 I 6 This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent In Inspection, approval or TOTAL HOURS 2.. Information "BM �� To Build On Eng. Consulting • Tinting CEO VIED JAW 1 1 2001 w SEATTLE DIVISION EASTSIDE DIVISION TACOM YN4 DliYli PORTLAND DIVISION PENINSULA DIVISION (206) 282-0666 FAX (206) 282 -0710 (423) 485 -4244 FAX (423) 485 -4611 (253) 589.180{ A Tf2 l= \.1503) 254.8418 FAX (503) 252.5608 1360) 297.8821 FAX (360) 297-8828 acceptance of other associated work or a warranty of design or workability of the specification requirements' Certified Report by Professional Service Industries PROJE, „ NO, DATE _ 0 PERMI1 N�o //, /j E1(atN 6( <' 9fi§Olif/Y/ 140410# IELD REPORT i S1�y0_f�td,�:.9�i yA�uY�M�IfW ^9q�rtt. 11 »,tV rt+Mx,.,g9drrt�t.FM!A4>. Ze, i f FR 5746 SPOKANE DIVISION I5091535.3371 FAX (509)533.1 Date 8 i� v Y4Mtr • 94(11 ..Y+: nrsr,�au e SAMPLE I.D. TYPE GROUTED SIZE ( L,W,D) AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED LBS. P.S.I. Afif /f % y6.5 1loll 1 2 67 I - WO (0 IA, (o O J N 1 141_04 1Z, 7.8 28, s 34410 , N �211H f 1 (0,64 I 29 1R 50 ►`4O 3 oi-O JO 4_ /' ' DESIGN SLUMP /0 MIXING PLANT% eAlE1V�14-y TRUCK# 337 / TICKET# / 77182 STRENGTH F . 2 . 42C:1:9 GROUT f / CE ENT lt C'SE AGG. . # FI AGG. Q ADMIX MIX# PROPORTIONS 6 70 5 p Z Z� y O 70 36, MORTAR CEMENT C'SEE AGG. FINE AGG. ADMIX MIX# PROPORTIONS 7 8 7P / l ASTM C -1064 1 ,., ASTM C -1064 j �' TIME & WEATHER /0' 0 0/ 2 • 'j L [.C�(�V MORTAR TEMP, GROUT TEMP. - DATE RECEIVED SAMPLED AND TESTED MORTAR / GROUT PRISM OTHER IN ACCORDANCE WITH: • ASTM C780 ❑UBC 21 -16 . ASTM C1019 UBC 21 -18 0ASTM E -447 • UBC 21 -17 0 A POUR LOCATION AND NOTES: �^ hL• / r 3 3 ai l — // / Ol • L/• ... . AU 49Al 1 - ,, • Ems: — — u1 _ - c • ,AY ■ , F . - - , - — . ,. 6 C- - • Co c _ - o - cI/V i' • gm A O T.M t ON _ 4TI U < < - 4. L/ 4.f: 4 • : . � • / / , I _ : — . . _ . ' . 7 # J t . • A 'G.‘r.•S /� EQUIPMENT IDENTIFICATION AND SM#: COPIES TO: I MAILED: I INSPECTOR: DATE: I J / � .,z,/ �� �� %� %f / IT givis IN , / o � / p , j /i • P �%T p / �i%' j " , CQ�1F9 %/ � � , / / ��� i �� i/ �� � �� 'NONC ;. NF � / R /! / / e 0 b CT ca • WNER CONTRACTOR FIELD CONTACT: DATE: ENGINEER BUILDING DEPT. Mil ARCHITECT SUPPLIER 'his report Is provided for the Information of the client only. The reproduction of this report, by any method, and Its transmittal to a third party, by any means, except In full, without the full permission of Professional Service Industries, Inc., Is prohibited.' NAME ON OFF ST OT MILES �� A. "f'i7 / , �i• Q )' .: 00 )� M - ; Information e Consulting Build On Engintsffing • . rooting SEATTLE DIVISION EASTSIDE DIVISION (206) 282.0666 FAX (206) 282.0710 (425) 485 -1244 FAX (425) 4854611 : '1 !�0it Y'L"' I?,"!r''"4 I'',:",1•'' sr a .lx i2;tttxxv.x.xe:mrwrSC:;r 1traxa ., RECEIVE, JAN 1 1 20 BUILDING I 608 $ 2000 TAC 9] 1 • I((LAND DI PENINSULA DIVISION (253)589.18 F� (253) 89.2136 (503) 254.8418 FAX 1 5 13601 297.8821 FAX (360)297.8828 COMPRESSION TEST RESULTS made within the defined scope of the work. Certification shall not be construed to represent In Inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements.' MR 1 c, 16 • I It SPOKANE DIVISION (309) 535.3571 FAX (509) 535.1267 PR ■ 2W/ DATE ?';�+1a'ay i • TOTAL HOURS J / I •'I1L11 Certified Report by Professional Service Industries , � Date z 00 N i0 . co W; co W � J u_ < 52d W Z �. Z O I-. W W U0 ON D I- W -. 1- - 0 . Z t!J U� z ArrAveA es et s 4 Car CA,r.Get.6.. p ,sra .nmmevi• d.,r4 E. Olt flu" IV. A eo. te. ♦.n.rl. r "VIA : 4,,emA r vY (leo \if;v.Q I Hates e\or Aline.s.5 a.nrk c..% se Prnrr .■30-y et; A nc En tr. o.nek okk-t en 1..1 n es AT A / ILI l 21 Nnles wrra nAIleol 4e1 G. vtr.'.v., .o , C." ttr.rr0bed 11,0_ ets i -Va t)Se-Lk 130.3 Let $ 34 all #1r,rt4cL r4,4 . Th; wc..s ire,u not o v1 of o,.4 Sts. 1 o sir roL4.,eok D v.)'‘ s. Thera wo-e. xZ V.O Ie5 nl 11 e ar,A. e1aaxe,-. OtJ # Pcior 4,5 p l o ce.w,,e r.)- e. .1- et o c E. vox.6_ Use. e4 )4,1o. S N;4: ffY iSO; ryr� a; R 1nc.4,e,r 1 . )n�S 0. B x e.` 'N \rrrrnti. IA20 .44..A Alla All e 'The. a,Je.+_44.sr wa-s a- loo 14 4s° n. aleurk C. 9014 .a)r.S f o.Cr %. 2 H ly. 6ne0 r' non GSGPrt n..` 6r1". y r EQUIPMENT IDENTIFICATION AND SIN#: COPIES TO: MAILED: j INSPECTOR: I DATE: ' e',,%%% % %%%%% ' f� ' ITEMS; INS ;TE' . T D P / S( // ' O VEE / 9� / , � f/ � / 4e g , - o'; c �� '' // ' O CONF RI�AI / �% eS 1.1oSe 121 z4 /o0 c r. r OWNER ENGINEER ARCHITECT BUILDING DEPT. SUPPLIER FIELD CONTACT: I DATE: _ CONTRACTOR �/try.. l 00 jj _ 'This report Is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except In full, without the lull permission of Professional Service Industries. Inc., Is prohibited.' 'This to the NM ON OFF ST OT MILES ; xr r ' �,� ; 4. _ certification attests accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent In Inspection, approval or TOTAL HOURS O ~�� Information % To Build On E • Committing • Tag SEATTLE DIVISION (206) 282.0666 FAX (206) 282 -0710 �w—. rTStt lmo"r N'RY agtrr.°rrH'mw,. s ,� EASTSIDE DIVISION (425) 485 -4244 FAX (425) 485-4611 (253) 589.1813 F.Ap4 ' tai phi'(503) 254.8418 FAX 1503) 252.5608 T acceptance of other associated work or a warranty of design or workability of the specification requirements' Certified Report by Professional Service Industries Date 4 RECEIVED JAN 1 1 DING TACOMA�i4JUN DIN G FIELD REPORT PORIt ND DIVISION PROJECT NO.; z - • o 2.11 �i INFER / -: - A iCHI,T'E FR 125S SPOKANE DIVISION 15091535.3571 FAX (5091 535-1267 PENINSULA DIVISION 13601297.8821 FAX (3601 297.8828 DATE .ray firaril Information C �� �� On Eng • Consu ti g • /-ating SEATTLE DIVISION (206) 282.0666 FAX (206) 282.0710 RECIEWE'D JAN - 6 2001 �1�fOlY a� PAOJECT11Q ' PERM! f:iNO b/ ENGINEER"// CONTAAC,T9R Ai 466RES Certified Report by Professional Service Industrie EASTSIDE DIVISION (425) 4854244 FAX (425) 485 -4611 (23 SAMPLE I.D. �3 I) GROUT PROPORTIONS MORTAR PROPORTIONS TYPE GROUTED SIZE (L,W,D) AREA (SQ. IN.) DATE TESTED AGE T TEST T SAMPLED AND TESTED IN ACCORDANCE WITH: POUR LOCATION AND NOTES: ‘iergr /6 (trig* CEME C'SE AGG. a�E �� `�. �� Gam• CEMENT C'SE AGG. MORTAR 60 ❑ 6 E SL 1 Z� sk• ,z5- 5 &2.7,5 ASTM C-1064 TIME & WEATHER /d/a T / ; MORTAR TEMP. i2 -19-k1 FINE AGG. 2220. FINE AGG. / — C. 3 v ' zo 4 et /$2/ 4 *07- I "d AV/G1 # .aol.! C 'This report Is provided for the information of the client only. The reproduction of this report, by any method, and Its transmittal to a third party, by any means, except in full, without the lull permission of Professional Service Industries, Inc., is prohibited' `This certification attests to the accuracy of the results obtained from the actual test performed and/or observations JK ULTIMATE STRENGTH 2rb/ AH LBS. P.S.I. CHECKED 2230 NAME Z0 'Z 3010 34,00 ZoO 35 Cl..s+eo .c1 i.n F:421A. ,/ /r / y/ DESIGN MIXING PLANTS' V'` G ��5/TRUCK# gb /�Iy. TICKET# ` ` 3o 2. STRENGTH F ADMIX 4/o -ez ADMIX MIX# GROUT PRISM �ASTM E-447 21 -17 MIX# 70 ASTM C -1064 GROUT TEMP. 4 � DATE RECEIVED OTHER 0 •! ° �1l� i2114//O.f' -!- /•/! C64 S c•,=- g r,ov �' .Ger1 ,�LDU,� , D.e Gv�GG�S= I� . / /!Z- /s, �•/'$ ' €LL CIj4L ‘5y�•eGU.1.14 !-z. / — /.0 :b - C,r2�g ,0a4e EQUIPMENT IDENTIFICATION AND S/N #: 4 COPIES TO: I MAILED: OWNER ENGINEER ARCHITECT CONTRACT BUILDING DEPT. SUPPLIER DATE: IELD CONTACT: J REMS;IN FEE e� : (f► 9 / ; 0/./. / / / / /A i OFF ST OT MILES made within the defined scope of the work. Certification shall not be construed to represent in Inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements.' COMPRESSION TEST RESULTS NOV 9 2000 (5091533.33571 (509) 535.1267 75.1267 RTLAND DIVISION 254.8418 FAX (503) 252-56 MR 1 5 PENINSULA DIVISION 0601297.8821 FAX (360) 297.8828 TOTAL HOURS Date or z W 0 0 J I A W O g a' CO _ � W Z �. W O I-; 0 O — . O I— W W' I— • H , o Lu Ni I- I O z SAMPLE I.D. SIZE AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE LBS. P.S.I. -■ 6x i Zr Z if ,-z-4— //- f o qg, 00 3 470 J c=. – a Cx/ - ts.7. -* /- Y IG,O Kg1 St Co J4 C �o / 1— T.7.4- 1z' ' Z 163 T ZO s80 0 J H r- a 6,t / 2, 6' O i s tt.c..,.4. SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NEO CAP OTHER IN ACCORDANCE WITH: ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM C.2}0 C -143 C - 172 C.2.24€ C-1064 E C -39 0 C -1231 t 0 L� L!> TIME, TEMP. c�•� // �J J.�j�a�IIIXING��� ���r/ STRENGTH F �DO TY E WEATHER %% ' ' / / CAST DATE !! !/ C • � PLANT G G 1 �'� PROPORTIONS: CEMENT C'SE AGG. FINE AGG. WATER ADDED ADMIXTURE ADMIXTURE ADMIXTURE r /�lf 4 /film 9 3' / ,,lo .v4 /Wet,- y TYPE OF CEMENT / t ' TEMP. ✓ '�`�, LUMP s AIR 'Ye QUANTITY / 1 / 0 Cu. Yd. . � CONC. -A_,V TRUCK Z f v TICKET N a +. 3 / a 0 O SUPER PLASTICIZED SLUMP /1/79 MIX I1 0 / 5 6-W POUR LOCATION AND NOTES: DATE RECEIVED: Go /rce# D�L�Gdcsgy .w, ,,r,,/~ 4i.` —A?. 44/ 6.2.4e- .ter, 49. / h1€ w,'14 / / � / /'! /1 ,-; A, 2/4/1 & w ,1/ d' ' X 2 2 2 , 6•/a 5/4W5 o A/ 2y Jce ! 4' �l ��Z ,'' w- ELS iiI ea C $ 66 �e /Z YG L a evea 6 YL Gl/ # -s ,/4/7 CO V,d&G. 71 ,10e'7, G,4 e2WI 1 r ,40v EQUIPMENT IDENTIFICATION AND S/N #: COPIES TO MAILED: Wit. PEC : '•' m/ - / �j .ZZ' 2' / / , •i ra -_ C DATE :, / � -w SPEC� /f� ��9� IToMS t ,P r , ° APRRO, E E, F!!' %% / /j ; • rc /' / /' , %. � � / // '7 / ;• 'j i j/ j� ; .., j /�� / � ! %'NO / OWNER CONTRACTO IELD CONTACT: DATE: ENGINEER BUILDING DEPT. SUPPLIER ARCHITECT Information / r ' To Build On Enphrfltg • Consulting • Tooting SEATTLE DIVISION (206) 282.0666 FAX (206) 282.0710 Certified Report by Professional Service Industries EASTSIDIt IIVISION (425) 485-4244 FAX (425) 485-4611 (25E RECEWED JAN -6 2001 I r � • 'This report is provided for the information of the client only. The reproduction of this report, by any method, and Its transmittal to a third party, by any means, except in full, without the full permission of Professional Service Industries. Inc., Is prohibited' 'This certification attests to the accuracy of the results obtained from the actual lest performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval acceptance of other associated work or a warranty of design or workability of the specification requirement CR 4320 NOV 2 9 20 357 FAX S•1267 9 ( '�; )S71 FAX(50915) PENINSULA DIVISION (3601297.8821 FAX (360) 297.8828 1503) 254.8418 FAX (5031252.5608 _ PRO4ECT )NO ,- jeafe.y• PERMIT IV EN4 /i -Deed/ DATF1l ZZZVOG l�Y Ga . AR CHIT�ECT ' / G, •-/� .,,„ C /410 �m rfX C. CONTAG�TO / COMPRESSION TEST RESULTS NAME OFF TOTAL HOURS Date / s 7 re w U0 W w w o u. u d Ho W uj oE w Z LL H; w z 0 - ' 0 H rz z •% Informal*); . na Build On • Twang SAMPLE I.D. GR9MT CEMENT PROPORTIONS �!M EQUIPMENT IDENTIFICATION AND S/N#: , rE 410 3 8 COPIES TO: I MAILED: OWNER ENGINEER ARCHITECT C'SE AGG. CONTRACT BUILDING DE SUPPLIER ' ' a 1''""' 7 r.: -''r r 2 0 2000 SEATTLE DIVISION EASTSIDE DIVISION TACOfart ISI�ISIOf� I ; (206) 282-0666 FAX (206) 282-0710 (425 4854244 FAX (425) 483 -1611 (253)589;1864 WI (233)89.2136 12 ("3)154' ESSION TEST RESULTS TYPE GROUTED SIZE I L,W,D) AREA (SO. IN.) DATE TESTED AGE AT TEST Y/ ( ix x d 0 7 ,Z 8 ULTIMATE STRENGTH LBS. P.S.I. 1'110 CHECKED SLUMP ASTM C -143 4iv tJ4. MIXING PLANTJhodefA.Jfl.y TRUCK #3" /9 GROUT CEMENT C'SE AGG. FINE AGG. PROPORTIONS 709 140 222.2.0 FINE AGG. TIME & WEATHER 9:I S Ani P.lo':A '}j/ d ASTM MORTAR I TEMP. "A " SAMPLED AND TESTED MORTAR GROUT IN ACCORDANCE WITH: ❑ASTM C780 ❑UBC 21 -16 ❑ ASTM C1019 ❑ UBC 21 -18 POUR LOCATION AND NOTES: INSPECTO9J F LD CONTACT: 'This report is provided for the Information of the client only. The reproduction • this report, by any method, and its transmittal to a third party, by any means, except In full, without the full permission of Professional Service Industries, Inc., Is prohibited' 'This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries DESIGN • TICKET# /$1 / Tz. STRENGTH F Ar00 -41 2-00 - ,i0 MIX# II NAME ADMIX r!,¢ ADMIX ASTM C -1064 GROUT TEMP. S0 - - DATE: /218/ a DATE: MR 0168 PRISM ASTM E -447 7 UBC 21 -17 7. 0 0 SPOKANE DIVISION (3091333 -3371 FAX (509) 535.1267 DIVISION PENINSULA DIVISION FAX (303)232 -3608 (360) 2974821 FAX (360)2974828 Z i DATE 70,3 MIX# DATE RECEIVEDfZ OTHER 0 TOTAL HOURS �yy Date rgYNrvf�! C1' trlr' nM: 1M4Arl!` XrSIFIi! 7. i:: R�e2V'^' a'+' FM' Spw ulv ?1rf�c;nr+»un.*txasrnrr- n.*a.: �+C,cvvnro.. .,., w.. �r,..,- ,,.w.....,, nr.r , 2 , ,.., wnmm. .-.. ...:aycsrr+S9��tW2WSti!au'!v1t�r .. 'LM+,rft OA/ z i ►" re-in r -ilnq Jt ,./1 a i - �✓dltit OIA/.t. - dti,e i li `AG r.d. 7/!. V if u� 4 (./, n.i h-dor. cd, [ u/c t -c. ions r, a tL i /I" �O ✓Ir .2 OA/ A R X ~ X !G - 1. � /4/4././.49/- l' - _ Y' AIWA - GI-, /G !,,/ C-1.? 4 F, ATE AP w Lye., 4! - , a / ".. , It , • , / G AAP .. ' to C -. .., -. . . : ._ 2 Q lef;z1 r i ir%/1l q i G ��/ZGr//r &I t 'h4 c c. 744/d ' 1 �r. 11, y -/ . 4 , " s e,A1 4.u. 2 it? / - t o 8' -b» A, 9 fripn / Si ... In /.S. li , 06e-4v 4 I' t Y . r.. 17 . • 2 /1t el Ai Ai. iZ2 4/ yil, /r, EQUIPMENT IDENTIFICATION AND S/N #: / COPIES TO I MAILED: I INSPECTOR: I DATE: ''%0/ j /j ITEMS INS= ",FCTED TO AP ROVE P AN /'R / % // / /,- 4 . / /j . ' , '!, . . N C -' O : , / � ' y %NO. N ! F � N. �/ :,'‘4 A 7 . tr y /2 / .z 0 F L CONTAC • � ; — OWNER ENGINEER ARCHITECT CONTRALTO' BUILDING DEP SUPPLIER tt>_ _ DATE• , /.2 -20 - 0 % MI9R �%/ % /% %� /, / . 2 'This report Is provided for the Information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in full, without the lull permission of Professional Service Industries, Inc., Is prohibited' 'This certification to the the from NA ON OFF ST OT MILES ' //. 3 Q 2-'30 3 S attests accuracy of results obtained the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent In inspection, approval or TOTAL HOURS 3 M Information / me= To Build On Enwir rbw • Consulting • 1to SEATTLE DIVISION (206) 2820666 FAX (206 282 -0710 EASTSIDE DIVISION (425) 485 -1244 FAX (425) 485-1611 if .. �, ..... t7 .. ..... ,,. [117...0 2 0 2000 TACOMA tS10Ni l�+ 6IV .1 ; 11' i POR 7L`hMB'DIVISION (253) 589.1804 `PAX•(253)589-2136 ;Iii ; - 75D37254.84I8 FAX 1503) 252.5608 FR 965 SPOKANE DIVISION (5091535.3371 FAX (509) 335.1267 PENINSULA DIVISION 1360) 297.8821 FAX (360) 29743828 IELD REPORT acceptance of other associated work or a warranty of design or workability of the speciif cation requirements.' Certified Report by Professional Service Industries . 54�R+ f. �. A. �fi1. 1Rti. W+, r.�P:�z�rm+rr xnv���ccpQV7Yt��wv,1 pavcnn±+ixao �r xo�y+z y.^...• PROJECT N a 2 O2 • _ - . / DATE 2- , -o P ERMIT /% EER // / PONTRI 014i/00,4," Data i , L 9 _ tt t1 (741 _.'t fr ✓ P p i(1.4 AO it ', t1Vk1Ai . l iasl ✓ 3 4 4 ° , well .211 GA ai' 60 .14 O.. yee LA•t& ./.4// ah le. ..cites:v `id 42...n /ri ,2-4h .1.!;04/ • 1 I / k/ X leis /Y/4.'' G% ji:Te/ j l'hti�t% IA, 42.07 S -, R.,,r ': - ✓)/ i /4 1if� w' ` • EQUIPMENT IDENTIFICATION AND SIN #: 44.- COPIES TO I MAILED: I INS ECTOR: I DATE : /. % % % /%' ' ', /'5, ' :ITE.MS INSPEP Ixr,Q /, AppRov P ,NS A RE / %��, o' < / ' � / ONCONF9RMI ' / . ' / / /� // / / /�/ %mot / /// Al /24 91 0 OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPP F LD CONTACT: DATE: �_ _ �.,n �� /(�►.0 4 /.L — / 9 -o — "This report Is provided for the Information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except In full, without the full permission of Professional Service Industries, Inc., Is prohibited' 'This certification attests to the accuracy of the results obtained from the actual test and/or observations NAME ON OFF ST OT MILES / � 4 60 l/" Q 6 4' / J Go performed made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or TOTAL HOURS 41 / air-ism:7 Information "~ 'ffs■Lia To Build On SEATTLE DIVISION EASTSIDE DIVISION (206) 28241666 FAX (206) 282-0710 (425) 485 4244 FAX (425) 485 -1611 suEr.,,,,, acceptance of other associated work or a warranty of design or workability of the specific ion requirements." Certified Report by Professional Service Industries FIELD REPORT FR 9659 TACOMA DIVISION POR • (253) 589.1804 FAX (253)589.2136 (303) 254.8418 FA P JECT" N,O P R M T � i •' / mee N 03) 252-5608 TS • 98.1 rn,,...o wMnrmoattroetwAfa Awnm term M`t nSR Noww macx!u7t+..n ewzm ,v,∎ R ✓TreworrtrosF@o'wermxY! .stmgrap Its"`f antzeA ,„„,„ „4,,......,_...._ SPOKANE DIVISION 15091535.3571 FAX 1509) 335.1267 PENINSULA DIVISION (360) 297.8821 FAX (360) 297.8828 DATE' Date • FIX 2(3..:,1: 9416 ff / i. �� ' // , , PFROJEC7 NO, . / �� , E�RI�T, T,�f // • %/7i • E� I E , OCHI /� /11, %,per /yy/ fV�VJ. AD1 — .. DATE 2 -2/- . ��M��. , — „ ; ,; W.O. S/ � X i� � ri Dls�vl � CGS -2I �j./ / r f, . r r'- / 7 Y� M J. 0 • ✓ , , 6i Grips / &i N *"../24471 IA/ it, 4 J ' 141/ i /2.- � /G . �� - . 7 r ( /) 1 // "�� 9 . 0 •t= 6, ,. e . p ou Grp HM.(' .;#1 4 rime. a,✓, (l k /� i' ' Vv Gci/ �Y" r iiJ f) 1./t tA `f ~ f / �1 Gir� GH� �� � A ° sit"' 4 f2 .' '4Ar >oXirh'" 6h q, 42 r/4 .7 9 I </S , t ( w — / 6'ill fel? /SO. � X i� � ri Dls�vl � CGS -2I �j./ / r f, . r r'- /6 cc.e/4/1 r ..O t?//I '' (Q/.•- .0. ■1.1 if 37 4. r 1.'01.7 ie- t/,/J. Y� M J. 0 • ✓ , , 6i Grips / &i N *"../24471 IA/ it, 4 J ' 141/ i /2.- � /G . ? 4.. (3 /' 2 IGZii S .Q- -J . E G/4 • hGZ /'/ 7 r EQUIPMENT IDENTIFICATION AND S/N#: 4 /Al COPIES TO: I MAILED: I IN PECTOR: I DATE: l �!!% % � %%• :ITEMS 9P ROV D; S� // LA - `/ / / ' M /fl / % // %.7i , / // o - r c �/ �• ; / , / % / /7 ON CONF,(ORM I,N U , , / /% /% / % /,/ /ice z IM �" z�10 OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER &J ELD CONTACT • DATE: or— �`�' C jT "" _ /.Z .Zl -d 0 �/ This report Is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in full, without the lull permission of Professional Service Industries, Inc., Is prohibited.' 'This NAME ON OFF ST OT MILES 1 — 4 : Q n . fo Q o 3 tf 60 certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certifkation shall not be construed to represent In inspection, approval or TOTAL HOURS 3 Information Engirw.,ag • T Consu# g SEATTLE DIVISION EASTSIDE DIVISION (206) 282.0666 FAX (206) 282 -0710 (425) 485.4244 FAX (425) 485.4611 acceptance of other associated work or a warranty of design or workability of the specification requirements' Certified Report by Professional Service Industries .. TSwz��i:�*f�;+' 9th? Y, �r-! n�!'" k' r,? A'?'2'?,"!! Y1,' �tft !S'rd*!�"';'�•„"�1+?'�;••2,•r! TACOMA DIVISION (253) 589.1804 FAX (2531589.2136 FIELD REPORT i'altt!- (503) 254.84) 8 FAX (5031 252.5608 PORTLAND 11/e/ /' L FR 9666 (I SPOKANE DIVISION 1509) 535.3571 FAX (509) 535.1267 PENINSULA DIVISION (360) 297.8821 FAX (360) 297.8828 Date DEC 28 vjI� a . -ti! %/ � r 'j/ L f / .1 p..1. G 1 e.,1 414;v1 /",/).,c Lt r.'i Y► 4/% /I , /e / e.( .d. (.40,11/) efr bN�. V / a , 2 t , c / e »' e 1 , c i e e j Y, e'rm le t� p461 /A/ 14/ i.1041 1 ed ,d1'n'/YI/ ail/ x / 4.1 `. G e24 /d4?/ A /,/ / E / A / int/ P ' b `i 4 ,z,/ h r t/ / Yd d n f_h�a GA-Ain xJ .�/LI/h � /: u...e ., n D rmi t la 44 .o 1.Z4 , a,Js / / g4✓ ✓ 1>/, n. A l bi g/ J • EQUIPMENT IDENTIFICATION AND S/N#: ' 4/jq . COPIES TO: I MAILED: I IN PECTOR: I DATE: % %% %%%7' / % / /%j / '- ? �j% .7i . , �� �j. Ill r ' //i /rl%/. /ii�� / , / /i/ — OWNER ENGINEER ARCHITECT CONTRALTO BUILDING DEP . SUPPLIER "" " ` / ' '/G AP R 9VE . DA TE: ; / %// � /� ''„ /� : / /,NDyC.ONFDR /2 -21 -0 ! /ice / ( IELD CONTACT: — C� -r-k0 _ 'This report Is provided for the information of the client only. The reproduction of is report, by any method, and its transmittal to a third party, by any means, except In full, without the full permission of Professional Service Industries, Inc., Is prohibited.' 'This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent In Inspection, approval or NAME ON OFF ST OT MILES S� JO : 0 0 /A :JO 2'4 �f TOTAL HOURS .Z"j., fit .1§-1,9, 1 /4,......m. Mme; Information r To Build On in • Consulting • Mating SEATTLE DIVISION EASTSIDE DIVISION (206) 282-0666 FAX (206) 282 .0710 (425) 485 .4244 FAX (425) 485-4611 acceptance of other associated work or a warranty of design or workability of e specilicatlon requirements.' Certified Report by Professional Service Industries • _ FIELD REPORT FR 966? TACOMA DIVISION PORTLM (253)589.1807 FAX (253)589.2136 (503)254.8418 FA - .L . - 2 . IWP PROJECT NO.? I E/Ft # 6 0** PRO1( 0,0Es: SPOKANE DIVISION (5091535.3571 FAX (509) 535.1267 PENINSULA DIVISION 1360) 297-8821 FAX (3601 29741828 -,� DATE z-2 Data DEC 28 — li a Information �w� �a To Build On �►w • Con.w • rooting SEATTLE DIVISION EASTSIDE DIVISION (206) 282.0666 FAX (206 2824710 (425) 485 .4244 FAX (425) 485 .4611 TACOMA DIVISION (253) 589.1804 FAX (253)589.2136 A - . PR OJECT N,O�' _ • . DATE 'rY j j jj %j j E�N E� C gETg /; P i• JPORE FIELD REPORT acceptance of other associated work or a warranty of design or workability of the specili Certified Report by Professional Service Industries ion requirements.' PORTLAND D ttrMrf VO011 '',4n7!RMhMMIUMI!M rrIOVIVIWIerr..W.1.lrrWr n NTM.17 s x:r±rLS.1:'.SSytttater. R 9644 SPOKANE DIVISION (5091535.3571 FAX 13091535.1267 PENINSULA DIVISION (503) 254.8418 FAX (50 ' (360) 297.8821 FAX (3601297.8828 o�Itt1' I 2 8 .Y: \A (LICLcJa6 l'--L 1 +- U .`l 'p t,Q Ord C►3 C&v \ct , ,(=(- V't ,,,..e._, \L n a . 0 . C C. E • -4- C • Oln ,S I , 1)n 3 c,�r -t. \ o c.c�. � cL r C�c� v v\.A.V , - r...bzca * (C A e,ve d (�-� -- A-V. o R I ` cakiNci, .C < D i c ! . (..7(3`5. 4), ' k - - " t 1-iir 41 Isty. - - .■.mss, • lb t t V •: &L*_. '_ouix •_ - a ■ a rRC,. t�C›..\V., 0 7 .C '" G -- l Ar\\ \ L ` L•.JOC NA S €'u`e_ic:;\ C- r -s 1�-eiplr e'l:fe d 7::: r •a...s r.►� � ' Q C ..S . • EQUIPMENT IDENTIFICATION AND S/N #: COPIES TO: I MAILED: I INSPECTOR: T DA E: ; !/i%�%%%%0 �% / • ITE S'INS,P CTED , 9p / ' ' P /S �� " %� / �%/� j % % %,/ // ,, :/ ' f %% ice OINCONF RMI , /�/ �� / _ V7...-• OWNER ENGINEER ARCHITECT — BUILDING DEPT. SUPPLIER FIELD CONJAC I DATE:' _ CONTRACTOR _ \ Jww /?�124/// 'This report is provided for the Information of the client only. The reproduction of thi port, by any method, and its transmittal to a third party, by any means, except in lull, without the full permission of Professional Service Industries, Inc., is prohibited' 'This NAME ON OFF ST OT MILES ( A ( ; 36 , 2, i $o - certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in Inspection, approval or TOTAL HOURS — li a Information �w� �a To Build On �►w • Con.w • rooting SEATTLE DIVISION EASTSIDE DIVISION (206) 282.0666 FAX (206 2824710 (425) 485 .4244 FAX (425) 485 .4611 TACOMA DIVISION (253) 589.1804 FAX (253)589.2136 A - . PR OJECT N,O�' _ • . DATE 'rY j j jj %j j E�N E� C gETg /; P i• JPORE FIELD REPORT acceptance of other associated work or a warranty of design or workability of the specili Certified Report by Professional Service Industries ion requirements.' PORTLAND D ttrMrf VO011 '',4n7!RMhMMIUMI!M rrIOVIVIWIerr..W.1.lrrWr n NTM.17 s x:r±rLS.1:'.SSytttater. R 9644 SPOKANE DIVISION (5091535.3571 FAX 13091535.1267 PENINSULA DIVISION (503) 254.8418 FAX (50 ' (360) 297.8821 FAX (3601297.8828 o�Itt1' I 2 8 - Information `` M IZ Consulting To BBuilld On SEATTLE DIVISION EASTSIDE DIVISION (206) 282-0666 FAX (206) 282 -0710 (425) 485.4244 FAX (425) 485.4611 TACOMA DIVISION (253) 589.1804 FAX (253)589.2136 1 _7714 rO a i✓ t; rp) /f •- c& %o.ea to ss. 6 - s4) to Te C iee IQ "fie Ire '� �S'oi % e0 4i 7 � g / -le- iti, to �� -4' - r4N� Pd l -4 -40 e t" GK �r 4 -fZIS Whv Spike wet'• , e.aroseA./7*) /lie 2000 EQUIPMENT IDENTIFICATION AND S/N#: COPIES TO: I MAILED: OWNER ENGINEER ARCHITECT imam Trn 0 7 CC b7�1,��lIMTY taizycLur iVILNT CONTRACTOR BUILDING DEPT. SUPPLIER "This report is provided for the information of the client only. The reproduction of this report, by any method, and its ME transmittal to a third party, by any means, except in full, without the full permission of Professional Service Industrie , p hg,sithu/ r Inc., Is prohibited." 'This certification attests to the accuracy of the results obtained from the actual test performed and/or observati I DATE: % /// ITEMS' C , j :///% ON OW OFF ST OT MI S made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements." Certified Report by Professional Service Industries TS•98.1 FIELD REPORT PORTLAND DIVISION (503) 254.8418 FAX (503) 252.5608 FR 9628 SPOKANE DIVISION (5091535.3571 FAX (5091535.1267 PENINSULA DIVISION 13601297.8821 FAX (360) 297.8828 TOTAL HOUR Date DECO 5 2000 CLIENT _ CLIENT P.O. NO. PSI W.O. .. NO. DAfE Fatigue Technology ___ Attn: kevin Dooley . _ _ __ _ PROJECT NO. - 0 - ROJECT NAME ADDRESS 742-00211 1 Report No. 2 Fatigue Technology 100 Andover Park Vilest Hayford Road, Spokane, WA Seattle WA 98188 PERMIT NO t D20o6426V DCI ENGINEER • ARCHITECT CNA Architecture, Inc. November 29, 2000 CONTRACTOR McCarthy Job #14507 r 7b Buikl On Ing/noorkt. • Consufting • 7600/1/ 14109 E. Sprague Ave., Ste. 9 • Spokane WA 99216 (509) 921-0900 • Fax (509) 921-5649 SUPERVISOR: City of Tukwila Permit #D2000-226. Coatings application was verified. Bolt hole dimensions and gauges were checked. Groove preparations on full penetration welds were checked. All work conformed with the exception of the following: The fabricator was notified and corrective action was taken. UT reports for full penetration welds to follow. EQUIPMENT ID & SN: INSPECTOR(S): Tom Watson, WABO# WAT 60 9373 cc: CNA Architecture-Jeff Jeffers DCI-Roger Heeringa City of Tukwila McCarthy-Mark Peterson PSI Tacoma-Russ Bodge • • - • • ■ • • FIELD REPORT THIS CERTIFICATION ATTESTS TO THE ACCURACY OF THE RESULTS OBTAINED FROM THE ACTUAL TEST PERFORMED AND/OR OBSERVATIONS MADE WITHIN THE DEFINED SCOPE OF WORK, CERTIFICATION SHALL NOT BE CONSTRUED TO REPRESENT INSPECTION. APPROVAL OR ACCEPTANCE OF OTHER ASSOCIATED WORK OR A WARRANTY OF DESIGN OR WORKABILITY OF THE SPECIFICATION REQUIREMENTS. ( p .... INSPECTION REPORT SEATTLE OFFICE TACOMA OFFICE (206) 282-0666 • Fax (206) 282-0710 (253) 589-1804 • Fax (253) 589-2136 PORTLAND OFFICE (503) 289-1778 • Fax (503) 289-1918 At fabrication shop (Metals Fab Inc.) in Spokane, WA for structural steel inspection. Visual inspection of welds to 25 beam and column pieces was made. • . RE-7 _ CiE.16 00 2000 CCi"v1;\111 :.im"/TY DEVEL tnnr • Four columns type 10 were found to have the top gusset plate mislocated and missing two welds each. FIELD CONTACT: CONFORMANCE OF WORK ALL ITEMS INSPECTED CONFORACV,1:1N.24 DD NOrCONFORM TO APPROVED PLANS THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT ONLY THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY. BY ANY MEANS. EXCEPT IN FULL. WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED. - - Respectfully submitted. PROFESSIONAL SERVICE INDUSTRIES, INC.. — M Branch Manager Aitilhbat:e4+, - 4,111dai.C41.41Aild, W 4' us., CLIENT: Fatigue Technology Attn: Kevin 100 Andover Park Seattle WA 98188 . November 30, Dooley PROJECT PROJ. NO.: NAME: 742-00211 Fatigue Technology . _ I _ Report No. 4 West DATE: _ . 2000 CLIENT PO NO: PSI WO NO: Test Method Standard AWS D1.1-98 Length Various Ultrasonic Unit Serial No. -5004 Acceptance Standard AWS D1.1-98 Thickness Various Location Job Site Weld Identification !Meets Code !Fails Code Procedure Legend Number Indication Number Transducer Angle From Face .6a1 Decibels' Discontinui y Indication Level Reference Level Attenuation Factor Indication Rating yt6uai Angular Distance (Sound Path) Depth from "A" Surface Distance From X From Y a b c d Left Flange X 1 70° A/B 1 85 Web X 1 70° A/B 1 85 Flange X 1 70° A/B 1 85 Right Flange X 1 70° A/B 1 85 Web X 1 70° A/B 1 85 Flange X 1 70° A/B 1 85 WELD LOCATION AND IDENTIFICATION SKETCH (Indicate X-Y Markings) Couplant Ultragel Calibration Blocks 11W Frequency 2.25 mHz Surface Conditions Smooth X MARKERS Use Leg I. Il. or III Technician: David Lok Level It Technician: Level Interpreter: David Lok Level II — Gain in dB a-b-c=d — Attenuation in dB b-a-c=d Inforrnatton To Build On Ilnalnetwing • •onsulling • 'beam 14109 E. Sprague Ave., Ste. 9 • Spokane WA 99216 (509) 921-0900 • Fax (509) 921-5649 REMARKS: CC: SEATTLE OFFICE TACOMA OFFICE (206) 282 • Fax (206) 282 (253) 589 • Fax (253) 589 PORTLAND OFFICE (503) 289-1778 • Fax (503) 289-1918 CNA Architecture-Jeff Jeffers DCI-Roger Heeringa City of Tukwila McCarthy-Mark Peterson PSI Tacoma-Russ Bodge Branch Manager RESULTS RELATE ONLY TO ITEMS TESTED REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC ULu RASONIC INSPECTION Respectfully submitted. PROFESSIONAL SERVICE INDUSTRIES, INC. M thew Blankenship PROJECT NAME - F�.+ / eetkNdiDl � ecf DATE r I - 99 - 0" PAGE 1 _ PROJECT LOCATION PROJECT NO. 0.5071fri-61 '6 -0 -4 BUILDING PERMIT NO. CLIENT .ACT 1 ereskl w 6ew G� FABRICATION FACILITY rn , M 5 F'J ki u c t, , GENERAL CONTRACTOR / SU I DE NT SUBCONTRACTOR / FOREMAN NSPECTION TYPEL) / COVERAGE e1Weldirg: I ting SKIDMORE TEST EQUIP. ID/1 TEST REPORT NO O Continuous feerlodic AShop O A325 Me omen O Field . O A490 O Tension Control O Load Indicator Washer O A307 O Tum of Nut O ed Wrench CODES AND SPECIFICATIONS AWS UBC [AISC ASTM SPEC. NO. ASME PROCEDURE OD1.1 °OD1.3 11 iA NOT TESTING: . O MT O PT MJT • NDT TESTING c EQUIP. 1011 LQ� TEST REPORT NO. /Oh WELDING PROCESS: O SMAW «FCAW O GMAW O GTAW ELECTRODE TYPE: ° � and storage conforms to AWS E7 ) l - I /40 76 a _ TYPE OF WELDS: O Fillets O PP RCP 0 Other WELDER(S) NAMES: �1 rhea G , �' I WABO AWS INSPECTION DETAILS: /4/ r re'i/ lit) .S% A.S IPy 11 S —.1 Jy _ it.i/`}if ,' c "Si' yo r4 f,,,. I ...fr, ; c . j ,v,S#9P a i cw r)P 01? LOPth . 5; x L 4Pf % mo PtS s PVrC cfeA . ,s-f 4/l th1rK (Pew -64 1Y /QI.r 01.' -,9ona t aif <4o rcJ ' p614 1. I PE O SI PRINTED NAME —. A IEWED B /p" DATE v P psi Feparer �3 eFG• .F 3 — No 1343 amec STRUCTURAL STEEL INSPECTION AMEC Earth & Environmental, Inc. E. 520 North Foothills Drive, Suite 600 Spokane, Washington 99207 USA Tel (509) 482 -0104 Fax (509) 482 -0202 Structural Steel Daily.wpd WELD IDENTIFICATION INDICATION NO. CONFORMING NON- CONFORMING TRANSDUCER ANGLE FROM FACE 031 DECIBELS DISCONTINUITY DISCONTINUITY EVALUATION . INDICATION LEVEL 13A31 30N3V3i111 • aoi3Y NOLL1/11N311Y DM1YN NOIIY3IONI LENGTH • ANGULAR DISTANCE (SOUND PATH) DEPTH FROM 'A SURFACE • DISTANCE A B C D 7.5Ss ? N.,eicis X X 7o A Ile go 4 Fh. at . r7 0 A S/1 A2 A Ail Top FAmii - x X 75ti 4 //z /°ftrr F /0' a k x 9b f.. 7 So 4. + X MO . a Na J Li me i L . x PIECE I.O. ■ II v a n 1 SlrN4P el.> .N - a.scf n1�a:l,t / L/1 /CA i Cc �/ [1D LA■ ells i �1:1A MATERIAL THICKNESS ..ACC t .� 3 1, / )Jbit, -k , [ i tz wNtf 1 /r2 �� weA . •ur; I-S hl t IA, C Y WELD JO INT AWS ekcr&W. l 8 -a -6F (..o p 17 i4- r- WELD PROCESS FCAg) SPECIFICATION AIX 4 )1 1 1 PROJECT NAME a Na J Li me i L level PROJECT NO. STEEL REPORT NO. ()CATION IA, C -- ll �7!'r!���I 28?lb . / �OT Reviewed by a Na J Li me i L level Title e li7i[f . t ULTRASONIC WELD TEST REPORT COMMENTS AMEC Earth & Environmental, Inc. E. 520 North Foothills Drive, Suite 600 Spokane, Washinton 99207 USA Tel (509) 482 -0104 Fax (509)482 -0202 -_ 'PG. 2 or N2 1061 Ultrasonic Test Form.wpd (3 Piece Type of Member Welders NDT Remarks Drwg Rev al /9.3 eolvi".4.1 rtne,x44 SS jr G .2 ca 0.14 cS «c 5r .4,•K. d-(c..: .IA •.3 /� trp�tJl'h /�! l.J /t r�lv 0467 IJ r hk- r ' /' /1 / 4 /""' .gO' , c> �p �Q 2/i/ 3 cL4 V rnW W/or?.. /ts'!l/ T or k ,X.• X Is 4 /, t,, 2€*'( l , 2 5 - 3 0_ fie. Itv IVF I 0 i oK _i O lit n >u3 - & iAi et t � 1 9 9/43 Co/irnt J44(/ iYrAg AS 4(10 e t' wire . S)T' iclp S a br/1I2I 111 M- / 96 ii / // "" / l • WORK -IN- PROGRESS Project Name: 44: d'e AMEC Earth I Environmental, Inc. 6.520 Norlh Foothills Oriva, Suite 600 Spokane, Washington 99201 USA Tel (809)162.0104 Fax (809) 162 -0202 Project Number: N2 . 1404 ame Reference Report No: /343 Page of 5 l5hC346 Inspector's Name /� -� - oa Date Work•In•Propress Form.wpd Ne Information r To Build On Conway • Meek* SEATTLE DIVISION EASTSIDF. IIVISION (206) 282-0866 FAX (206) 282-0710 (425) 4154244 FAX (425) 485=4611 T-T of E DEC 0 4 2000 TACOMA 1 CO � MMUNI T Y �ND (253) 589.1604 FAX (253)519.2136 ' .2136 &11 18 FAX (503)252.560S CR 4320 SPOKANE DIVISION (5091535.3571 FAX (509) 535.1267 PENINSULA DIVISION (360) 297.8821 FAX (360) 297.8128 acceptance of other associated work or a warranty of design or workability of the specification requirements' Certified Report by Professional Service Industries Date COMPRESSION TEST RESULTS SAMPLE I.O. SIZE AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED F TYPE LBS. pS I. ‘A / 2__ Z If .Z� / / -� . _ Qe 100 3 a J — a 6x i E. V dr M 6 '/ 6' SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NEO CAP OTHER IN ACCORDANCE WITH: ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM C4•11:1 C -143 0 C -172 0.27.1 -O C- 10641 C -39 • C- 12312/ 0 �/ ► WEATHER P ; "'MO' . T a 0. CAST it 22 �a PLANT �� /���� ""•'�STRENGTH F T 4. DO� TYPE c-• O �� PROPORTIONS: CEMENT C'SE AGG. FINE AGG. WATER ADDED ADMIXTURE ADMIXTURE ADMIXTURE r/1 Ss /rr60 %y /9f0 A/0 4/4. /wet. - TYPE OF CEMENT .Z TEMP. ✓ ' � s. AIR /A % QUANTITY / . 0 Cu. Yd. / COONC. 'LUMP A / / y TRUCK Z Z TICKET r J . J Q 0 O SUPER PLASTICIZED SLUMP 47/9 MIX U 6 POUR LOCATION AND NOTES: DATE RECEIVED: Ca /1 / G�L�Gdc�i�ti1/� '- ,/J OJ-` firs' Dot/ 124( t CG�L %,� litao4! ,/ Yiov .,.ie 4(44014 -/-/ -- 1 / /e//it;00 - /4' 0 -& U/C 4/ i. ' X2f/ 1' i . 4:W5 0 0 / If •d44 4 t/ - ,• - 1_4!6 W'w.. ' S del /' or!/ - J! - /,loeeA G,4' ,WI -ay Yv / 10a/e. EQUIPMENT IDENTIFICATION AND SINII: _ COPIES TO: MAILED: 14 ///� / /f�/ I , c ►.( �j� /j /L� ��/ /� R 1 OWNER ENGINEER ARCHITECT CONTRALTO '4 BUILDING DEPT. SUPPLIER ACT: D ATE: — 'This report is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in full, without the full permission of Professional Service Industries. Inc., is prohibited' 'This certification attests to the accuracy of the results obtained from the test and/or NAME ON OFF ST OT MILES - actual performed observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or TOTAL HOURS Ne Information r To Build On Conway • Meek* SEATTLE DIVISION EASTSIDF. IIVISION (206) 282-0866 FAX (206) 282-0710 (425) 4154244 FAX (425) 485=4611 T-T of E DEC 0 4 2000 TACOMA 1 CO � MMUNI T Y �ND (253) 589.1604 FAX (253)519.2136 ' .2136 &11 18 FAX (503)252.560S CR 4320 SPOKANE DIVISION (5091535.3571 FAX (509) 535.1267 PENINSULA DIVISION (360) 297.8821 FAX (360) 297.8128 acceptance of other associated work or a warranty of design or workability of the specification requirements' Certified Report by Professional Service Industries Date ly yers Ox Oel6 , /V , SLUAA/ ://1 MIXING PLANT' V'` G�0/ TRUCK# gb /TICKET# ` V.4 STRE G F � Cd DSIGN GROUT PROPORTIONS CEMENT ' y/ C'S WO , ti. FINE AGG. ADMIX MIX# re 34 MORTAR CEMENT C'SE AGG. FINE AGG. ADMIX MIX# PROPORTIONS ASTM C-1064 TIME Qc WEATHER l/201 01, /r,0K► MORTAR GROUT TEMP. ��� DATE RECEIVED SAMPLED AND TESTED MORTAR GROUT PRISM OTHER IN ACCORDANCE WITH: • ASTM C780 0 UBC 21.16 • ASTM C1019 0 UBC 21 -18 XASTM E -447 UBC 21 -17 0 POUR LOCATION AND NO ' T TE E j S: ,,�r t y. /�� �� 2%V' /� /�4' #i r•Zei ve �,f/ #/d e.J4 �iS 0/C . / • .Gtr 6.•lk DQ e.v..,e 4S= , // XV2 - /6-.4; / �L e5 e..1.14 F / — .4 G / / fr --eG -0� C!.'i�1f'LG : . / -- C.3 v - r "b "- 40, . .. C�8 0' ddI G �f,� "1,1 0 /' �, 14Ci� �iea' - L ' Al G. V / , 4 / '..- . //.2 a49 e- • EQUIPMENT IDENTIFICATION AND S/N#: • • COPIES TO: MAILED: Z 2g ' 0" 17321 / I � / /, i% " pp11 ' � �// , �� , . f, r , r � ! , � �K2 / •,, me I �� i ce/ /, . �" ` OWNER ENGINEER ARCHITECT CONTRACT•I i�V BUILDING DEPT. SUPPLIER IELp CONTACT. DATE: 'Thin report Is provided for the information of the client only. The reproduction of this report, by any method, and Its transmittal to a third party, by any means, except In lull, without the full permission of Professional Service Industries, Inc., Is prohibited' 'Thin certification attests to the accuracy the from the NAME ON OFF ST OT MILES - of results obtained actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in Inspection, approval or TOTAL HOURS • riarn In re ERZ& To Build On E"pn..►rllg • Consulting • Tito ;'+ T '1611 0 -124 w.o. )`r '4��%'r���s- SEATTLE DIVISION EASTSIDE DIVISION (206) 2112.0666 FAX (206) 282.0710 (425) 485 -1244 FAX (425)485.4611 SAMPLE I.D. 4 TYPE GROUTED ye s SIZE ( L.W.D) AREA (SQ. IN.) DATE TESTED acceptance of other associated work or a warranty of design or workability of the specification requirements' Certified Report by Professional Service Industries RECEIVED DEC 0 4 2000 mcomA otviskiljt IVI r( . , . i l►0 _ (253) 589.1804 FAX (7.330494131s 4"' ,(30 1 18 FAX 15031252.5608 (3601 297.81121 FAX (360) 29748211 AGE AT TEST LBS. 124010 MR 1052 SPOKANE DIVISION (509) 535.3571 FAX (509) 535.1267 ISION PENINSULA DIVISION ULTIMATE STRENGTH P.S.I. 1230 CHECKED J H Date •:t ? 214 !}N:�,1 ?'.4'+?7A7? +➢L;,� . `!7*.B.fS'; ¢`? !d!TIi L "'1�.+cE'.ra}r,;•iFN1±1'.a.K r: , :�''�y"e ^s?A!�i' vr.y+,.�,+;mn ,- .;;;fv�. /; ^•.1.v:.emxus rf�vmv ,mmt+ nuwrr+.v..»:t+ /.'y'li. I''S:roo Tic ' -'"`M* Fr 'rs tazm ram.no.-.•-., p om ; Information �• Consulting o Build On � ••Doting SEATTLE DIVISION EASTSIDE DIVISION (206) 282-0666 FAX (206) 282-0710 (425) 485-4244 FAX (423) 485.4611 FIELD REPORT acceptance of other associated work or a warranty of design or workability of the specification requirements.' TACOMA DIVISION PO (253) 589.1801 FAX (253) 89.2136 (503) 254.8418 FAX (503) 252.5608 P.ljOJECTf1OL' ��i(jTt► F 11037 SIO SPOKANE DIVISION (509) 535-3571 FAX (509) 535-1267 PENINSULA DIVISION (360) 297.8821 FAX (360) 297.8828 DATE Certified Report by Professional Service Industries Data • S -T . n *) c itr, Tr, c R$ Qj L' x /A,C.. 0 1/ 'f2 "X 31c/" LL fl, 42 EA . 1 1 ,nm. 6x\/ r9_ t.e1 F/rLr/ J{ - /co & IRA4170R : 5 I FCa/YIE D/ 170A7 >�R /NSRC4 &r - R,A) A x rc'17 / 2 /22 fo R 0 C'L i/ ?IU L4TE 4tU L/Ir EP • • 2 G4Lf �• . .. �L� F -R r�/,i. /N A -1 c . q. tt Lf%Q r d1_ 6 1 i2P_L r T I 7 - y i4 /4 GL = f Rcr U!rr t5 if .4.-- t5 ?ER .S �3 fD0/ )i9T70 �t ) Ai 7'�5 � A " tAJ i f) AA!v rRe 7`LIP& – PS 1 L - Ccswi'fAt'Nr:),- 7iBtti< I EQUIPMENT IDENTIFICATION AND S/N #: . COPIES TO: I MAILED: I INSPECTOR: DATE: '%-/ //%i �1 �� I T MS `NS % . ` P C . 7 g / q P OVE ,P �, A ;, '� /%% / /// , I ,/ fig /� /% .4'' ' p N (y / / / ' IJ % ; j / / / yc N..9,� / I j ,' / GUct r,� / / ?a�j OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER FIELD CONTACT: ATE: — �• ^_ This report Is provided for the Information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except In full, without the full permission of Professional Service Industries, Inc., Is prohibited.' 'This NAME ON OFF ST OT MILES S /,r��� /.Viii• d0 �/ �� • certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent In inspection, approval or TOTAL HOURS p om ; Information �• Consulting o Build On � ••Doting SEATTLE DIVISION EASTSIDE DIVISION (206) 282-0666 FAX (206) 282-0710 (425) 485-4244 FAX (423) 485.4611 FIELD REPORT acceptance of other associated work or a warranty of design or workability of the specification requirements.' TACOMA DIVISION PO (253) 589.1801 FAX (253) 89.2136 (503) 254.8418 FAX (503) 252.5608 P.ljOJECTf1OL' ��i(jTt► F 11037 SIO SPOKANE DIVISION (509) 535-3571 FAX (509) 535-1267 PENINSULA DIVISION (360) 297.8821 FAX (360) 297.8828 DATE Certified Report by Professional Service Industries Data 04/ /4175, p r P. o4 X r GL t i ' zi? at C/1/i.., n 0.4. pn• /L .4.4 _. a V" a t. �t /S - £, S / S D. 7 6 /S- f , 9 204.47 0-.,l. • 'aM i. /t CA xlj `i vti , #' Ye -of , A. 's-) . V4 t1.14 n, 4i .. At . ■ .1'.... ,/ 1 i , 41 I � / --'/, i i 14/.2.- G, S -. 1 1 i /..14_,../. �4r tt7 AY H Y /5 L e yam, t /ft1 s� "lit:14i. Ke , , / EQUIPMENT IDENTIFICATION AND S/N#: 44 COPIES TO: I MAILED: I IN PECTOR: D DATE: / / . %& /%%;7 _r_%, f ; //AVM I OWNER � ��CONTRACTO' � DEP . � • �� D DATE• / /i -z9- a o ' _ E _ BUILDING D 'This report is provided for the Information of the client only. The reproduction of this report, by any method, and its N NAME O ON O OFF S ST O OT M MILES A 6 6:00 R R r 3 0 " " / / 4 4 0 / • 3D 3 3. . . G G4 This certification att ests to the accuracy of the results obtained from the actual test performed and/or observations CJ i�� Information ' T oB � Build On ! �7 • Consulting • Tootling SEATTLE DIVISION EASTSIDE DIVISION (206) 282.0666 FAX (206) 282 -0710 (423) 4854244 FAX (425) 485.4611 REPORT acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries TS•98.1 ,,F%PSIC . . TACOMA DIVISION (253) 589.1801 FAX (253)589.2136 jZ. J (503) 254.8418 FAX (503) 252.5608 PORTLA FR 9403 N SPOKANE DIVISION 15091535.3571 FAX (509) 535.1267 PENINSULA DIVISION (360) 297.8831 FAX (360) 297.8828 DATE W.O. Date DEC 05 ?Off& C. vtii ryn•ME r,a e r V .1•Vn:. , .xea v, .,......•t i Q ILJ w 2 J co — 0 W o . U 0I - . w ui V . O . ill Z - = O~ Z SAMPLE I.D. `PE GROUTED SIZE I L,W,D) AGE AT ULTIMATE STRENGTH AREA (SQ. IN.) CHECKED DATE TESTED TEST LBS. P.S.I. ` %L -' r1 4 Ay : • _ .1, r.1111.1.11 — . 3 IS i r _ p I a M1 _ L2 I SLUMP Ai DESIGN �f ASTM C -143 / - 14 MIXING PLANT N //4 TRUCK/ A)TICKET/ �• 9 STRENGTH F / GROUT CEMENT C'SE AGG. FINE AGG. ADMIX MIX/ PROPORTIONS GROUT CEMENT C'SE AGG. FINE AGG. ADMIX MIX/ PROPORTIONS TIME & WEATHER I ' 30 / p ji q 6 3 o MORTAR TEMP. Ai/4 A SR UT TEMP. Pf DATE RECEIVED SAMPLED AND TESTED MORTAR GROUT PRISM OTHER IN ACCORDANCE WITH: ❑ASTM C780 O UBC 21 -16 ❑ ASTM C1019 • UBC 21 -18 ASTM E -447 O UBC 21 -17 0 • POUR LOCATION AND NOTES: D S'ni4i N tr'fr • u ►L&' u . •• ,. • C . - i S l —� 1►. e /.VC / 4 1 e TTY15 bvscy I S C e9thes : i 8 2-4E <4 ova •F-1 � I --t i n' � ^ , t 9 ^ 5c6 . M2 02.83 loft R- `• �f�� `Dcri4iLs IXT 3 2! 00 EQUIPMENT IDENTIFICATION AND S/NI: ProfessionJSalviccin. ,, COPIES TO: MAILED: � DATE: j/ /. / / / / /7 / / � �P � ;A ' ° _ �t' _ j / / : r.. e / � , e �� 4 , / i /i c / INSPECTOR: ' � �� '' ��' ' , OWNER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER FIELD CONTACT: DATE: _ ENGINEER .��". C , 9 w •Thin report Is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third parry, by any means, except in full, without the lull permission of Professional Service Industries, Inc., Is prohibited.' 'This certification attests to the accuracy of the results obtained from the actual test performed and/or observations NAME ON OFF ST OT MILES made within the defined scope of the work. Certification shall not be construed to represent In Inspection, approval or 7 / /t7�3 TOTAL HOURS nrmntnnm nr ntha, a I � i Information To Build On aglnoo 'g Mating SEATTLE DIVISION (206) 282-0666 FAX (206) 282-0710 EASTSIDE DIVISION (423) 485.4244 FAX (425)485 -1611 TACOMA DIVISION (233)589.1804 FAX (253)589.2136 PO RTLANbO)) l it6N (503) 234.8418 FAX (503) 252.5608 ,• 2 Y � fri i/:Yd�/ e CO ssoc ate d wo rk or a warranry of design or wurkaurury Mine specification requirements. Certified Report by Professional Service Industries TS • 98.1 Weer•{!rw wR ta lyi t■trox;•.o.a t1,,, R 0284 SPOKANE DIVISION (509) 535.3571 FAX (509) 533.1267 PENINSULA DIVISION (360)297.8821 FAX 360)2974828 DATE DacHp 0 5 2000 Z re W U O (0 0 W I • u w g J, N O I— w g I O C3 U uj O- - 0 I- W Z • W O W Z .. U Z '.. O I— Z r-r , e w,,,. ,),- lAy °■,'/' 'A 1 A N / Iref ill 1irdarCev x%71 l / �� // 1111101311/111P1M/ 1U0P2 P'iir "MU , ' i , ' . WM aMril , COMPRESSION TEST RESULTS SAMPLE I.D. SIZE AREA ISO. IN./ DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LBS. P.S.I. ¢RIIobz- 6x 17_ 2 4 . 1 : i - Ii o4 on 7 In ZOO 4t 6" 0 a 1+ CP • 2 /' k 36 c / C /be) Z$ 166140 14, 5330 __a• 58S'O 1• J ‘,A — CR t 1062 tk. za CR l io4:7- )401 -b o ; s LoNcd SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NEO CAP OTHER IN ACCORDANCE WITH: ASTM ASTM ASTM ASpl ASTM ASTM ASTM ASTM C -31 �l C -143 C -172' C- 231 C- 1064jj ' C -39 x C -1231 0 TIME, TEMP. & a DATE MIXING DESIGN SAMPLE WEATHER L: O CAST 11' 021 b'O PLANT IM LES STRENGTH F t/000 TYPE &7X I2 P CEMENT C'SE AGG. t FINE AGG. WATER ADDED ADMIXTURE ADMIXTURE ADMIXTURE NO l496'IG 131 G 1 Ln i\s TYPE OF CEMENT •� o tr CONC. TEMP. 5 7 - SLUMP (4'I2 ins. AIR % OUANTITY,6 / o / Cu. Yd. TRUCK f73` TICKET 528 SUPER PLASTICIZED SLUMP A. f,4 MIX It al Sr7O POUR LOCATION AND NOTES: DATE RECEIVED: 3 /! ■ .4. - : 1 • 3 . _ E e : ,. - + :! .O. _ :I awe )J G I ki E a • I A -2 rRan n9'Ail 1,S I.1 7 8• i . 1REj3A 1wspsci r TQt,yi By ? , sJr.. 4R 11 371 4oR . 4L/. "Jeri win6..1 A- • - Rdl 4S ,&- 1 h Comrkicv- • r. I 0. , . • IN � , ... - niA Pu A L C _<, ti,,Ii'Ei - 8y /1 CNA- n)lcic4( (/ EQUIPMENT IDENTIFICATION AND S/N#: COPIES TO MAILED: INSPECTOR: DATE: %.!�% : '/ / /.,/ ,,F) t� / 40'.f / /� �� r i /�� /� , . % I ® %'NONC, j�QRMIN/ /% kb/ / /9 2, 0 ( _ OWNER ENGINEER ARCHITECT _ CONTRACTOR BUILDING DEPT. SUPPLIER FIELD CONTACT: DATE. � 'This report is provided for the Information of the client only. The reproduction of th sport, by any method, and its transmittal to a third party, by any means, except in full, without the full permission of Professional Service Industries. Inc., is prohibited' 'This from NAME ON OFF ST OT MILES ). Ii L4PD 5:00 t ' ob 'I - certification attests to the accuracy of the results obtained the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval of /7 TOTAL HOURS - r Z Information V. To Build On inglrwmuttg • • Meting SEATTLE DIVISION EASTSIDF. DIVISION (206) 282-0666 FAX (206) 282-0710 (425) 485-4244 FAX (425) 485 -1611 acceptance of other associated work or a warranty of design or workability of the specification requirements' Certified Report by Professional Service Industries TS - 98 -1 TACOMA DIVISION (253)589.1804 FAX (253)589.2136 r PORT. (503)254.8418 FA CR 11052 252-5608 SPOKANE DIVISION (5091 535.3571 FAX (509) 535.1267 PENINSULA DIVISION (3601297.8821 FAX (3601297• Data NOV L' - DECIFS7P7 SAMPLE I.D. TYPE GROUTED SIZE ( L,W,D) AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED Lgg, P.S.I. M ' • x6 S Cot 3. I 5 - .. S6 4cto q 10 Jb1 MR 1927 v. Igr9I 1 zio5 oo 'Z ? �t`950 ,_ 43SO J1 1927 4.270F3,%0 1(0. 54- Izf oIS po Z-$ nsSISO 45 J Vr I I. DESIGN SLUMP I t: MIXING PLANT Sr N C (AM-1 TRUCK# 1 136 TICKET# STRENGTH F 2 ocs 0 {c GROUT , 044 CEMENT ENT , C'SE AGG. a FINE AGG 3 ADMIX 1XX PROPORTIONS '? I a k b3 ; `LZ�OD y D / 03 MORTAR CEMENT C'S y FINE AGG. ADMIX MIX# PROPORTIONS • . TIME & WEATHER 1 G.ZO A•IP1 \CLOv VI MORTAR GROUT TEMP. troy- DATE RECEIVED SAMPLED AND TESTED MORTAR GROUT PRISM . OTHER IN ACCORDANCE WITH: 0ASTM C780 . UBC 21 -18 0ASTM C1019 gUBC 21 -18 ❑ASTM E -447 ❑ UBC 21 -17 POUR LOCATION AND NOTES: ? S._ , c3 S Ire •FoR RyeGRacir � eel/WA r F720N? LINE F- C. 3 A N 1.(e AL1O S W EA fib Wia LL LVURT N o L1 kU II /r ,. L.L. IE5RiQ U )R5 QL i 4l I2V R G. ftpDE I E e' L. 0 0 , 4 7 - 7 6 4 U i - i - 0 /&' PRno& cr 4 P ‘),1110f4 - . 1 in r bwri l� 1�EAtn eOIIRSE S ' � u16726 Pain . • \ & AM. 'r . fir • ' i ` I �.� i . 01U " I C • . • . .1 _ _ L 1 I I • • .1 i • �• • r• EQUIPMENT IDENTIFICATION AND S/N#: COPIES TO: • I MAILED: I INSPECTOR: I DATE: % % %� / %4 % /'�� / ` �r � ' / :IT � , S %I � % �� j j��� , / �� l 001 , y R //� ./iii 1�/ `� Q� .49 11 p OWNER CONTRACTOR BUILDING DEPT. SUPPLIER �' FIELD CONTACT: ATE: MI ENGINEER / i it f oo,,;ii // ARCHITECT 'This report is provided for the information of the client only. The reproduction of this report, by any method, and Its transmittal to a third party, by any means, except in lull, without the full permission of Professional Service Industries, Inc., is prohibited' NAME ON OFF ST OT MILES t• 6' Ly Jr} J) 6 : CEO r 0 0 7 .1-4-m7 Information / To Build On EII f11/*1g • Con • Tosting SEATTLE DIVISION EASTSIDE DIVISION (206) 282.0666 FAX (206) 282.0710 (425) 485 -4244 FAX (425) 485 -4611 made within the defined scope of the work. Certification shall not be construed to represent in Inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements' Certified Report by Professional Service Industries COMPRESSION TEST RESULTS MR 1927 SPOKANE DIVISION (509) 535.3571 FAX 1509) 535.1267 PO !VISION PENINSULA DIVISION (503)254.8418 FAX 1503) 252.5608 0601297.8821 FAX (MO) 297.8828 D • • o/ Alv•-t,4i gee E TACOMA DIVISION (253) 589.1804 FAX (253)589.2136 4 W o )3//f 2•- 4002./1 DATE TOTAL HOURS IS I I I Date 0 5 20uQ 11.a...wn T r31T33C .a+'+.. N'R.M F.Yrt?;.ti ..1'M+"W(nf.YT f1r1 'K � wY' f�'£:".. Y: d' Y ZF'2FTC7��:_S�::E`�..xaYCn•� rn.••q�•iv ....,n • .. .. .. ,.... cc 2 1u � 0 co WW J CO W D . z� o C) O N O F- W LL 0 Z W u) I i! _____.._._... 69, S .7: /4 Z O#'57 A-'De ., ,,.aSa ri /rY 6G`T /,��' /2 i#Zdyy ,Ylo �y s_,17,ee A � )4 6 OP .1.-X/4/6 . k/..'G AGO Gee O 4/ e 7/�,� ,,SG�� GvvLC ' P gvAce y.lfl d4i >.da U e •7/� e_...L <. 2 - 23 A &w,Y1 , dD■ssA! A,oveI.vE.07 i2 6eov ��Z. l,G.t 011"/e f- 6 1�, ,e IU G(/ , 7/ - vsa4cl G4/e-G4 Of YL ' e n/ • V.3 - 22 Y 4//V "' /// / /60dov‘ z_ v2 fG �� g G. e .7- e z ,.sg-L 6,/ r/r „ , , /,/ 6/ 6 -r /¢0'6.z.'?" .'Loo2 ,CG:so./ mil &€ • D dZ �,�o � L.0',1 / s� S��G` ,CGG ' j wYzv� �,/ /I�GL /YsD /c��zG� 7� i>../3.C.., 4 r' S 7 Carr' Y O ro/tre� J / o y4i , f S '01( GE•►e /4' ,v7 v � L 2 220 5.)t R1..e0 � t4i/C x#7"10 a . ,%/Y 'w 3 s / 1 .1 / e- ac /7‘ NOV 3 0 2000 03IVr1Vr LJNr DFVFL.OPMENT EQUIPMENT IDENTIFICATION AND SM #: COPIES TO I MAILED: I IN C S � = 7 % !%S N % TT a, ITEMS.IN$P,EgT) ED' DiC �y�; APPROV�E S RE ; � / F / f / "g ///..,./ ;. ;N o .: ; N G ' % ENGINEER ARCHITECT CONTRACTOR I - ' -- OWNER LD CONTACT: / 2 ¢ 2oeo DATE: _ BUILDING DEP I. SUPPLIER I CJ - � I i 7 / re Information / To Build On Ertglnoodng • Consulting • rooting SEATTLE DIVISION EASTSIDE DIVISION (206) 282-0666 FAX (206) 282 -0710 (425) 4854244 FAX (425) 485.4611 TACOMA DIVISION D DIVISION ( 589.1804 FAX (253)589.2136 G. PROJ;[A 'This report is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except In lull, without the full permission of Professional Service Industries, Inc., Is prohibited' 'This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection. approval or acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service industries TS • 98.1 PROJECT NO�;� PERMIT:NO ��i cITY!� % / , //, /r i /. Ewa NEER/, : /yam A CHITECTv.'ii CONTRACTV FR 12924 (503) 254.8418 FAX 1503) 252.5608 SPOKANE DIVISION 1509) 535.3571 FAX (509) 535.1267 PENINSULA DIVISION 1360) 297.8821 FAX (360) 297.8828 71-00Z// . DATE/freY -00 NO / � ,ef'� r�s ON MILES C-ff, v7 4;00 $r0 140,0 Yd NAME OFF TOTAL HOURS ST OT Dale 0 , ; / n+�+•�• IaUJr +•ama5 ; . / /. )ffinr' ,• , ; 00/ n(3 rn .i:32-30u5 (3601297.662I FAX (360) 2974128 - COMP ESSION TEST RESULTS SAMPLE I.D. SIZE AREA ISO. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LBS. PSI. ax/ Z z�,cq // ,f R3�oo 3340 G-�' z— / / - Zr-ai e r G,r /- Z /Z-i�� Zr g 6.e/ 2...- R/IxZv G xI Z ,y SAMPLE AND TE STED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NEO CAP OTHER IN ACCORDANC WITH: ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM e'' a� C•143 C -172 �� C•231 [�/ C -1064 [2}— C -99.a� C -1231 �� 0 TEMP. at ATE �! �4�4i0�o MIXINGA� //� ��rr�� DESIGN /� SAMPLE y� WEATHER WEATHHER � /. �� CAST PLANT' �l��1 STRENGTH F TYP PROPORTION CEMENT CSE AGG. FINE AGG. WATER ADDED ADMIXTURE ADMIXTURE ADMIXTURE �Z. C.o- /m00 �2ya 0 TYPE OF CEM ENT CONC. TE�{M,,P. ���� SLUMP 7• ins. d O ��� AIR 9e QUANTITY Cu. Yd. /�+ TRUCK V TICKET M �3 O `G 3 SUPER y��l G�f�d� PLASTICIZED SLUMP MIX N POUR LOCATI AND NO RR ECEIVE / D :: ��� A DAATE 1� `.. / ./� /5 1 EQUIPMENT IDENTIFICATION AND S/Nit: COMNIUNi i Y rw r., ar -n •7I COPIES TO: MAILED: '7_ "' OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER � :�: LD CONTACT: DATE e / ` / "9 // 77/ ' %yyl�9 /i %/, 'This report is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in lull, without the full permission of Professional Service Industries. Inc„ is prohibited.' 'This certification attests to the accuracy of the results obtained from the actual test performed and/or observations NAME ON OFF ST OT MILES - made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or TOTAL HOURS •menlnrra nt nlh•r aew•Im.A u,n.b ,.. • ,......•...,.. �...__ -- ...__.._. --.- _..- _ __ _ _. _ _.. _ - • f ~=i Information e, To Build On M►'D *q • Consulting • Ti trl►g SEATTLE DIVISION EASTSIDE [VISION (206) 21124666 FAX (206) 252-0710 N25)4154244 FAX (423) JA Certified Report by Professional Service Industries TACOMA DIVISION uhrements. _....w•.w+a. ++rawest Yea• tMaN .hbY.TArrl1�t+•tw.- .n�Y3:•Mrom V.1Y.J1�N: T5d3�'R"h'M.p!e.Rfi+?�P:•k FN[).PSI; JSI'itry.'.!f4: t's,.:Y yt r+r...�:s.•. ,.�...... PORTLAND DIVISION CR 4319 SPOKANE DIVISION (509)5334371 FAX (509)533.1267 PENINSULA DIVISION Date W g 0 0 In W = WO g Q. s v H =, Z ~' I- -O Z I- CU in C) O W W : H 17: LLO • z '. 0- O I- Z COMPRESSION TEST RESULTS SAMPLE 1.D. SIZE AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LBS. PSI IIIIMINI MIMI vi k- do MI IllrallirrEFA 12/ .400 FM . 111Mal /7 SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NEO CAP OTHER IN ACCORDANCE WITH: ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM C44e C -143 I[" C -172fEr' C 23L C -1064 Er C46.1fr C -1231 [7r 0 TIME, TEMP� T � 4 C ,, C DATE AST // O /J_ MIXING y6, DESIGN OOO VgPECEA Z WEATHER .0 .y T CAST ` d �p PLANT�� /'V'• STRENGTH FC of TYPEy,� �� PROPORTIONS: CEMENT /` ��� � AGG. FINE AGG. WATER ADMIXTURE ADMIXTURE ADMIXTURE 3 5 c'l / p T /i� � 4 �`a � ✓ TYPE OF CEMENT A CONC. TEMP. A. SLUMP 4 Ins. AIR �Y�i7 % QUANTITY 3O/ Cu. Yd. TRUCK T TICKET $ 6J O � " SUPER PLASTICIZED SLUMP MIX N 0xf6 ~0 POUR LOCATION AND NOTES: DATE RECEIVED: a , 1, » i�Tlf� � *i' " I 4Ar G - , O LIO /4 � /,' �,ei a. - _S` e...-- ,i-S 4e 4 %'' �O - �' EQUIPMENT IDENTIFICATION AND S/N #: COPIES TO: MAILED: -■ 1=3„i ! O �. i, //// / . Le / • � / : • I � 1 / / /// / 1 ! / / : OWNER ENGINEER ARCHITECT CONTRACTOR 4� g �1" 4LZaal i l / -20 - ZGfD DATE: BUILDING DEPT. ' M. __ SUPPLIER No This report is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in full, without the full permission of Professional Service Industries, Inc., is prohibited.' NAME ON OFF ST OT MILES M�L�' = r / f, frd/ r/ �� ■ rra _ Information To Build On C• SEATTLE DIVISION EASIDE (206) 282.0666 FAX (206) 212-0710 (425) 485.4244 FAX (4 485.4611 Certified Report by Professional Service Industries ._._. �...•....,: .rotcros:a+:fi+x'�;,t•c+v'.,rnPm�: m '�.,r..,s..,•.,.......�.,r.w„ TACOMA DIVISION made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements' PORTLAND DIVISION (253) 589.1804 FAX (233)589.2136 (503) 254.8418 FAX (503) 252.5608 CR 4318 SPOKANE DIVISION (509) 535.3571 FAX (509) 535.1:67 PENINSULA DIVISION (3601297 -8121 FAX (360)297•1828 TOTAL HOURS Dare W . Q - J VO ca 0 w co w w _ v w I- O Z I- 0 g 0I- CU w L Z N Z SD , , 1 � i �y�_ _ Pill /2i�� WO .F�'T`a r YJlri!/?. d MOLv6 .1.� IJ�n cJre+ra , ., / � //� ,; „ s!•; , .a 1M IJVJI tJl•JOUe (360) 297.8821 FAX (3601297.6828 Vey— Co �J1�/�1.�'_- .-. -aa E ...mss c w,-1, COMPRESSION TEST RESULTS SAMPLE 1.0. SIZE AREA (S0 IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LBS. - PS X ! Z 1-1.qa - 30(40 310 ace / Z_. vl ict / - ? 13%0;40 4 tog 0 44- J ! ._ ?_ . ) 4-00 2V a 6 it' l /2/ Zd . SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NEO CAP OTHER IN ACCORDANCE WITH: ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM C1$ C•143 - C -172; Ala C -1064 V C•611f• C -1231 Or''' 0 DESIGN SAMPLE y� TIME, TEMP DATE MIXING ,`' �r� 1 STRENGTH WEATHER .t> T CAS // �O 4 00 0 PLANTAVIA. 6(i 6C oeeve' C'e 7 G F TYPE PROPORTIONS: CEMENT CSE AGG. FINE AGG. WATER ADDED ADMIXTURE ADMIXTURE ADMIXTURE S/p • 0 /8 0 / / , o, 440 TYPE OF CEMENT ..-4 - ..-4 TE�M A SLUMP 7'd ins. AIR 47.0, ?V % QUANTITY Cu. Yd. TRUCK T ` r TICKET N ..r3 Od 0( SUPER PLASTICIZED axivy SLUMP MIX M POUR LOCATION AND NOTES: DATE RECEIVED: -YG2 ' e i' -. /.' , ' /,1,- off• C'fl � 4z S� - - .. _ - - / 1$ /Z‘if, Ise "4" / - .S . - - el. -lL.¢ LOS - ∎'L .OLIO / rie /,1 - ' .ei 4.c mss-. . ' . .9.es eveee x' - )le,c� .1r - - - - � -o Er _ __u -'- /.f .,0.00- /1 �f 4 eP EQUIPMENT IDENTIFICATION AND S/N #: COPIES TO: MAILED: OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER IN ; • - :../ 0 e . � _ " �t'O O IT �� ., /� '' 72, / / is / //, /���j • l ' pr , // 7, _ // • % LD ON T: l / .- gar, DATE: 'This report Is provided for the Information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in full, without the full permission of Professional Service Industries. Inc.. Is prohibited.' 'This certification attests to the accuracy of the results obtained from the actual lest nedermed and/nr nhsen,atlnnc NAME ON OFF ST OT MILES t l� lY' �r�d V r0 2 Nei Information • I ' To Build On i ginemmi►g • Consulting g • Tl..ti g SEATTLE DIVISION EASTSIDF. IIVISION (206) 282-0666 FAX (206) 282-0710 (425) 485-4244 FA X (4 23) J45- TACOMA DIVISION TS•98.1 PORTLAND DIVISION CR 4319 SPOKANE DIVISION (509) 535.3571 FAX 15091 535-1267 PENINSULA DIVISION TOTAL HOURS i made within the defined scope of the work. Certification shall not be construed to represent in Inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries Date re 6u uJ U co O W W J F ' Li) LL w0 0 Z ' I- O L U U � 0 Y 0 I- W W H u. al co H � O Z Y ' -BOZII DATW- l"OW000 o. Vella o -Ztl.: eIlrs'T SI' Z 7 ■i# '/4 Gvdf 6-...z._ g.4,47. , ,f.ice..0,09-•046r.,-.... 4/6„404-&-.4w.esose.ee"),ey, COMPRESSION TEST RESULTS SAMPLE I.D. I SIZE AREA (S0. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED F ARE LBS. I P.S.I. Gy! Z 1.1.ci 9 1/-a-4 ,? 9 34200 3340 * - _ 42 ! z - Z.1.99 / /- 2'�- C!'f 1it 350 4t3O JWr — � .1' l Z /4? - -/04 Z /z/IFai Z� . „Y 6.e/ G.r /Z 'V SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NEO CAP OTHER IN ACCORDANCE WITH: ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM C•1O64�- C C- 1231�� ❑ C.3t0 -� C•143 C•172�� C•231�/ -9g� -. y J � WEATHER P //i �'��` � f /'GCJ ZOO PLANT''��`^'✓✓'�V"� STRENGTH F � TYPI �!`/ PROPORTIONS: CEMENT C'SE AGG. FINE AGG. WATER ADDED ADMIXTURE ADMIXTURE ADMIXTUR r�`'Y 2' %f2ya �o TYPE OF CEM - CONC. TE 6' �� SLUMP �Q ins. AIR �- O 9L QUANTITY � C Yd. /�+ TRUCK ! I V TICKET N 6 3 0 `(/ 3 SUPER PLASTICIZED SLUMP y�� MIX M GIb �� POUR LOCATION AND NOTES: DATE RECEIVED: `d , //// 0 P.02,7 air 44 4 /t/GBd `4'* o'l• � l�J. 2 mss! / .Q ��2 . ,E' 2 i ii' de /I /i • ' w " .10/0 - / ( ` ! ' 70/ - Air .lfG;& ; /l�fditl!�. CD�I , EQUIPMENT IDENTIFICATION AND SIN#: . COPIES TO: I MAILED: I �j // • •�j '� .1.� j / , %/A4 ' RIBA [ .' - OWNER ENGINEER CONTRACTOR I LD CONTACT: DATE: BUILDING DEPT. SUPPLIER ARCHITECT _ 'This report Ie provided for the information of the client only. The reproduction of this report, by any method, and Its transmittal to a third party, by any means, except in fu8, without the full permission of Professional Service Industries, Inc.. Is prohibited. NAME ON OFF ST OT MILES 'This certification attests to the accuracy of the results obtained from the actual lest performed and/or observations made within the defined scone of the work. Cartilication shall not be construed to represent In inspection, approval or TOTAL HOURS - Information Consulting Lreffrai Inghwtoring To Build On •• •w`i' 3EATR.E DIVISION EASTSIDF. DIVISION (206)2!2-0666 FAX (206) 2820710 (425) 413-4244 FAX (423) 485 -1611 TACOMA DIVISION (253) 389.1101 FAX (233)589.2136 G ,e~ d° CU 3 0 01/ 6,6e% � /�. Gvfe er, 6 - . //j . acceptance of other associated work or a warranty of design or workability of the specification requirements.' PORT7 All .06VISION (503) 254.84111 FAX (503)252460B CR 4319 SPOKANE DIVISION 0091 535.3571 FAX 15091 535.1267 PENINSULA DIVISION (3601297.1121 FAX (3601297.662$ Certified Report by Professional Service Industries Date TS•98.1 G at GGGG W W J cn u. . W 0 2 J u. ? 5.2d = W Z �. I-- 0 Z I- W W U0 co 0 I- W u. Z W Z U _- 0 H O Z ‘NN1 • �� .; _ -..f -___ - !, , �0••' r-.-_ •• • DATE ems_,._ __ . ..>,. COMPRESSION TEST RESULTS SAMPLE I.D. SIZE AREA ISO. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LBS. P.S.I. _ 1. - . - 7 r ..t. o • tJ11+ 2 ItA T y / /-Z Z 13 111:a10 Ca (to • C... i ' z.11.1.1- i r,--zEi.- 7.-63 11 G Ifo 0 0* ' 0 O s c.o+tc SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NEO CAP OTHER IN ACCORDANCE WITH: ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM C-31 C-14313' l.1 C -172 C -231 L" 17 C- 1064 C -39 B C-1231 al 0 . TIME, TEMP. & .� DATE MIXING .tl DESIGN SAMPLE WEATHER S ' G •Cc CAST /c7 - 24 '71707 PLANT /f7 >6 l STRENGTH F `, TYPE rez,A./aam"7 c PROPORTIONS: CEMENT 'SE AGG. FINE AGG. WATER ADDED ADMIXTURE ADMIXTURE ADMIXTURE • Ste/ a -04.‘ li. 4.4 /9..r..4.:.... z ✓,--- 4re. r .7 TYPE OF CEMENT //- /'/ CONC. TEMP. C. 3' SLUMP ins. AIR 4 v % QUANTITY G Cu. Yd. TRUCK S� TICKET # 0. • 2 a 'i<G SUPER PLASTICIZED SLUMP N.4 MIX # -3S d 4 POUR LOCATION AND NOTES: 4- 3 4.2„4, c • DATE RECEIVED: C �c�GA /0�7.--c /!k> .Ps 2 A S'L4- p.✓ .s'7Z '7 4 .S .2t/fr . /iv∎4.,.. '✓ .e lG c7 ■# 4 eno..__ ee7E fl.4fl iPLG .P .1, s .1.1.‹. STFerL a41W121. Cse ..40-PolPieo ..c'e..sv ✓.S .¢S T.a./ ..4! ✓C) f . . .QP 1a ei•4c,.0-7We, /Z / Gr5R/C,_e%. s .,...= /, .�7$ et.G1.3 - .c4 .4/ Fe.44. ' A 7" 0 � " ✓i,/ f eni(/f6 " L/..477. L /.R/7 J cC77QNe !7 4 i iftz1, C .0..f/L7 /'JFi! 2.c....10771.1 ...b Fod4c>-..13 -Se-Ala ar-" 2.41c' F.. '-s • S' - 3, 9 ,4MOO / l - /r 4c=.44,i v .tax-.(t .4,a4E74 EQUIPMENT IDENTIFICATION AND S/N#: tT� v_ro_v$ COPIES TO: I MAILED: I INSPECTOR: I /0 DATE: % /%% %% 77 �/ / / ITEM , , jr 1 .��6 0, % p , ; � : • I - 1 � ZG z e D' . e 4 i .- OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER FIELD CON P DAT AA,+ti�. ) (4 /?• 1 4../047 i/�Q1�C ,R I 'This report is provided for the Information of the client only, The reproduction of report, by any method, and its transmittal to a third party, by any means, except In lull, without the full permission of Professional Service Industries, Inc., is prohibited' 'This certification attests to the accuracy of the results obtained from the actual lest and/or observations NAME ON OFF ST OT MILES d 414 _j54ery/ C. :d /c7 of= 3 ` a,,,, - performed made within the defined scope of the work. Certification shall not be construed to represent In Inspection, approval / TOTAL HOURS . M � i Information / To Build On ffniikwerI► g • Conway • Theeng SEATTLE DIVISION EASTSIDE 282-0666 FAX (206) 282 -0710 (425) 485.4244 FAX (425) 485-4611 TS • 98.1 .�9s•. cw ...»1mnwma.•m a:»rxr.Un >,x.; wr.« ,11.4 TACOMA DIVISION 253) 589.1804 FAX (253)589.2136 503) 254.8418 FAX (303)232.5608 SPOKANE DIVISION (509) 535.3571 FAX 15091535.1267 PENINSULA DIVISION acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries / ' (J Dale • :t i t i I- O W ~ 0 co 0 I- W W , I H — O III Z c o 0 I - Z A Information / ~tea To Build On Swimming - •p SEATTLE DIVISION EASTSIDE DIVISION (206) 282-0666 FAX (206) 282-0710 (425)4854244 FAX (425)485461I Certified Report by Professional Service Industries TS - 88.1 +mn•rtrAm HrMr.xnrrrn..:ts; < aiu�n_.mw.. ..,. .:,...,:.k.,... TACOMA DIVISION acceptance of other associated work or a warranty of design or workability of the specification requirements' PORTLAND DIVISION (253) 589.1804 FAX (253)589.2136 (503) 254.8418 FAX (503) 252.5608 FR 12922 PROJECT NO. PER i j ENG IN y E rE�t % 1)* ,,," y. CvNTR/�CT o C 4 « y AD P FIELD REPORT SPOKANE DIVISION (509) 535.3571 FAX (509) 535.1267 PENINSULA DIVISION 1360) 297.8821 FAX (360) 297.8828 Date W QQ � JU 00 CO o, J I- CO WO 2 u- ' I UJ Z I I-0 Z I- CU uj D o' U I IL W I- � IL. 0 . iii Z = O Z G= S . //YSivie`z /l 0 4/ /V ,'.02 /fi9r 'ewAr/1460Wo-fl Lk YgeL /4/.1,1e 7W 4! � d. /‘ a4/ 'd 4 ofie fad�2 C .S �,1 % O e/.11G GUei j , w / "-" ,' C. 9. ,moo ea/ - ��.a G / I1/ oy " 4!/ ,011 ,lf, -4eiA1-7( -. 4e , '' /L V C � - Some AM /D:r2 02 `r'd'ieS ZerA 0 o GOy d 60J "O/Z I ? Gv�GG opt/ ,c . / /'., 4v ate .4 � - . - i�� may' / / o Go e �.e C�/Y (/W 4 2 drAi -e. • v". .vsc /Y,,Z ' G0 e ;--e G e/�iG cW - D /,-G/2__ _ T • v,e/ZO "..c ,,JG e32. EQUIPMENT IDENTIFICATION AND S/N #: COPIES TO: I MAILED: I EC ; ,/• ZA2e, O ATE : :n :' % %% %G %j ,MS'INSP, ' �EC,TEt) . Pt OV 0 ' . /P;� j/ /// % %, 7 • /'i f � , ,, j/ ' :.',NONCONFORMIly __jam OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER L CONTACT: DATE: 'i' 'This report Is provided for the information of the client only. The reproduction of this report, by any method, and its , by any means, except In full, without the lull permission of Professional Service Industries, transmittal to a third party, Inc., Is prohibited.' NAME ON OFF ST OT MILES ��) ieie / y` W S ?�l�0 F, 0 h �V / /.. This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or , .1 TOTAL HOURS 1.) 7, A Information / ~tea To Build On Swimming - •p SEATTLE DIVISION EASTSIDE DIVISION (206) 282-0666 FAX (206) 282-0710 (425)4854244 FAX (425)485461I Certified Report by Professional Service Industries TS - 88.1 +mn•rtrAm HrMr.xnrrrn..:ts; < aiu�n_.mw.. ..,. .:,...,:.k.,... TACOMA DIVISION acceptance of other associated work or a warranty of design or workability of the specification requirements' PORTLAND DIVISION (253) 589.1804 FAX (253)589.2136 (503) 254.8418 FAX (503) 252.5608 FR 12922 PROJECT NO. PER i j ENG IN y E rE�t % 1)* ,,," y. CvNTR/�CT o C 4 « y AD P FIELD REPORT SPOKANE DIVISION (509) 535.3571 FAX (509) 535.1267 PENINSULA DIVISION 1360) 297.8821 FAX (360) 297.8828 Date W QQ � JU 00 CO o, J I- CO WO 2 u- ' I UJ Z I I-0 Z I- CU uj D o' U I IL W I- � IL. 0 . iii Z = O Z -- •rsTawin Information LIZragl To Build On Engineering • Canoeing • Meting SEATTLE DIVISION EASTSIDE DIVISION TACOMA DIVISION (206) 28241666 FAX (206) 28240710 (425) 4854244 FAX (425) 485.4611 (253)589-18M FAX (253)589.2136 'This report is provided for the information of the client only. The reproduction of this report, by any method, and Its transmittal to a third party, by any means, except In lull, without the full permission of Professional Service Industries, Inc., Is prohibited' 'This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent In inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements' Certified Report by Professional Service Industries TS • 98.1 FR i2923 SPOKANE DIVISION 15091 535.3571 FAX (509)535.1267 PO' 'T: VISION PENINSULA DIVISION (503) 254.8418 FAX (503) 252.5608 13601297.8821 FAX (360) 297.8828 �YI 1. 00 0 5296 :a ato NAME ON OFF TOTAL HOURS ST OT MILES ade Date tzI o w uj D O 0 (12 oF- LU uj u U N O Z - c5; .144S1 0A/ S?Y402/ :� c4/i?� /�t/S%ZG Of� Co � � " , i-' X -/• 7z o Co/Y G i' /94Ze' z /wo ,we. 'eG �iQ dig 20 A ~RE l/4 ,e/te,12- o4r Off/ ,C- / l'4 L �.d ,19,a7 C,2 �‘ y ,0 OW 6? ?, !-UFG GI' I45 /11D2Y f i,a 's*i ��,57- '- A I v/ e/Z 4deY .7?- s ; /45Z l.e- J,.,-- / OUO t om , ,r/ / /t/ d l �, 6Pei e `7`E EQUIPMENT IDENTIFICATION AND S/N #: '' % I%% %%%TE%%N // Terns INSP AVM T�j 9jPj V. /P, f / /; / / :/,</4" �J i' / � j /,/ ��� %yC /N 9 %% �j COPIES TO I MAILED: I I _ ' J O' / r 2 - Z l g o o I OWNER ENGINEER ARCHITECT CONTRACTO DEPT. SUPPLIER IELD CONTACT: DATE: _ ,^.Al'''' .x-loo (I /2 -ziao _ BUILDING -- •rsTawin Information LIZragl To Build On Engineering • Canoeing • Meting SEATTLE DIVISION EASTSIDE DIVISION TACOMA DIVISION (206) 28241666 FAX (206) 28240710 (425) 4854244 FAX (425) 485.4611 (253)589-18M FAX (253)589.2136 'This report is provided for the information of the client only. The reproduction of this report, by any method, and Its transmittal to a third party, by any means, except In lull, without the full permission of Professional Service Industries, Inc., Is prohibited' 'This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent In inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements' Certified Report by Professional Service Industries TS • 98.1 FR i2923 SPOKANE DIVISION 15091 535.3571 FAX (509)535.1267 PO' 'T: VISION PENINSULA DIVISION (503) 254.8418 FAX (503) 252.5608 13601297.8821 FAX (360) 297.8828 �YI 1. 00 0 5296 :a ato NAME ON OFF TOTAL HOURS ST OT MILES ade Date tzI o w uj D O 0 (12 oF- LU uj u U N O Z Irawn Information �� a'l To Build On ring • Consulting • T f° SEATTLE DIVISION (206) 282.0666 FAX (206) 282-0710 EASTSIDE DIVISION . (425) 485 -1244 FAX (425)4804611' *TOR 1* / 4507 Certified Report by Professional Service Industries RECEIVED NOV 2 8 2000 TACO i# IMU E i Mb AAiAnvee popk le acceptance of other associated work or a warranty of design or workability of the specification requirements' .nn�ar isei . .'sP+S9'>'t7d'wmaw...m'ahrtwt rwmo txN7+'N+frrm crxmolf vnt•ormg m.•.Krmrr x, +r.<.ruwcv PORTLAND DIVISION ( 253) 589-I89.7WC.(2¢3N$g31QQj jj"j(503) 254-8418 FAX (503) 252.5608 `` 2:00 / DATE PROJECT NO'.'% Wrajtket �,,, i - ii i 1�g CttIT C�,1� j C fRJ�• P O4 Dq,RE,S FIELD REPORT FR 11046 SPOKANE DIVISION 15091535.3571 FAX (5091535.1267 PENINSULA DIVISION 0601297.8821 FAX 13601297.8828 3 . 40/ A itiaokag.prIRk 6 sr_ Dale . 1= mMNCN 'F:•{1?`.S'1ZofY7.:fA',�_ w. tt ui ul W V o O F-: UJ W' I- V ' LL0 tl z ` co z L /,... c:' ! 4 Co vI2 6 ,S l -7 -ic ear i • 4 7 Or LliUb 1� Wd 1 .3 F &&D .B 9'75 -- 1 Fo P r 5t ,8 rrAJ C: a A111) !/E72rrci41r Sr LAC , IS f.0 r xpct= Co LIT e1 r,.t, /J CC) A 11 - 7A /,1:r 11,14. LL n AI Lij.i La Qac.) fritcvu.6.4. Icali V Cri On( IT - ? 6 I Ina ta AI 0 ni O A j'tg/4 /912 {p Pom . 5 /4n7v4o j..,' r, .7 S )j'¢ EQUIPMENT IDENTIFICATION AND S/N #: COPIES TO: I MAILED: I INSPECTOR: DATE: Wl,. : %� %�0 /, //%% 7 I , 151NAP„EP; gPyT0(1 P %� // ' % � /' •/ p, ov pr ' -/ /•:. /�, '�' /� . � /' '/ /�,: ///1. ' / y' i %iN N C NF R I�AI �� / 2/I /iii OO /%/ 9 i11/' /// • iD• GO // " ( DATE 3 d MI • WNER Mil ENGINEER — _' CONTRACTOR UILDING DEPT. SUPPLIER FIELD CONTACT: : /'� — 0.k �� � il- 4a I I ARCHITECT 'This report Is provided for the Information of the client only. The reproduction oft S report, by any method, and its transmittal to a third party, by any means, except In lull, without the lull permission of Professional Service Industries, Inc., Is prohibited' 'This NAME ON OFF ST OT MILES certification attests to the accuracy of the results obtained from the actual test performed and/or obsery ations made within the defined scope of the work. Certification shall not be construed to represent In inspection, approval or ) A / TOTAL HOURS i Irawn Information �� a'l To Build On ring • Consulting • T f° SEATTLE DIVISION (206) 282.0666 FAX (206) 282-0710 EASTSIDE DIVISION . (425) 485 -1244 FAX (425)4804611' *TOR 1* / 4507 Certified Report by Professional Service Industries RECEIVED NOV 2 8 2000 TACO i# IMU E i Mb AAiAnvee popk le acceptance of other associated work or a warranty of design or workability of the specification requirements' .nn�ar isei . .'sP+S9'>'t7d'wmaw...m'ahrtwt rwmo txN7+'N+frrm crxmolf vnt•ormg m.•.Krmrr x, +r.<.ruwcv PORTLAND DIVISION ( 253) 589-I89.7WC.(2¢3N$g31QQj jj"j(503) 254-8418 FAX (503) 252.5608 `` 2:00 / DATE PROJECT NO'.'% Wrajtket �,,, i - ii i 1�g CttIT C�,1� j C fRJ�• P O4 Dq,RE,S FIELD REPORT FR 11046 SPOKANE DIVISION 15091535.3571 FAX (5091535.1267 PENINSULA DIVISION 0601297.8821 FAX 13601297.8828 3 . 40/ A itiaokag.prIRk 6 sr_ Dale . 1= mMNCN 'F:•{1?`.S'1ZofY7.:fA',�_ w. tt ui ul W V o O F-: UJ W' I- V ' LL0 tl z ` co z SAMPLE I.D. TYPE GROUTED SIZE ( L,W,D) AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED LBS. P.S.I. MR /lo g MO 2.1(4 3.14 lo/ 7 ° 40 1 2 ( 0 a 14 Mpl9 /a 3.1i 3.1i-1 l � o� 2,A 53t0 ICAO �s1� MR 'VD /) ` QO Gs t�8 J tA DESIGN SLUMP MIXING PLA TRUCKS/ TICKET# STRENGTH F GROUT CEMENT S� �GG. ADMIX MIX# PROPORTIONS I ii �i MORTAR CEMENT C'SE AGG. FINE AGG. ADMIX MIX# PROPORTIONS ASTM C-1064 TIME & WEATHER . O A.1 / iI_ MORTARI c GROUT TEMP. DATE RECEIVED SAMPLED AND TESTED MORTAR GROUT PRISM OTHER IN ACCORDANCE WITH: • AST C780 JBC 21 -16 ❑ ASTM C1019 0 UBC 21-18 0ASTM E•447 • UBC 21 -17 0 POUR LOCATION AND NOTES: <- 0 fU Si ,-- .7" ,i c: PL,e ?J4leh' il/T d)c (?, h4 •I1, , - LcrldeS ,C /Y?ApV IA 9rvrt l 1S ZAT hilcEn ,,i4 i /C& /41Qi 7, 496% e7't ,5 IAJt?LL, L f'. ('odirieilc rezcz. p1144610 &'o'P56'S / C -zO Voitip BE 1S .e3 - . C _ 1 L • _ -7. • - /V ♦■ 41 — 1 4. % ° C� ` • Of t+ x P. �! -3 ►.• I . _.. � r . ,..-7. 4. COS ,, r . , C!? _ _ , •,,,,,- a - - _ w7• EQUIPMENT IDENTIFICATION AND S/N #: • COPIES TO: I MAILED: I INSPECTOR: I ( DATE: '/ 0% %%/1,%/ /` ITEMSIN „P ��� /' // /./' i ' /4 /;42// �� , F NIIN /!� % //� OWNER ENGINEER ARCHITECT ARCHITECT CONTRACTOR DEPT. SUPPLIER FIELD CONTACT: ATE: — — _ BUILDING 'This report Is provided for the Information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in lull, without the full permission of Professional Service Industries, Inc„ Is prohibited.' NAME ON OFF ST OT MILES �j9..' IA ht t) t p O O 2 : 3 Q R I IZI�A- IA/A LA r��; Information / To Build On ., Engtn.itp • Conaufiing • T acing SEATTLE DIVISION EASTSIDE DIVISION (206) 282-0666 FAX (206 282-0710 (425) 485-0244 FAX (425) 485 -1611 MR f t' v/Ai 7zy e Thi certtlicallon attests to the accuracy of the resut o from t ac t pe r lo rmad a ob s e rvallons made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements' Certified Report by Professional Service Industries COMPRESSION TEST RESULTS lf"11 E cam' E N cE. Nov 2 8 2000 M ' 1910 COMMMUN ice! TACOMA DIVISION ®Et11•. ' NbbIVI (253) 589-1804 FAX (253)589-2136 (503) 254-8418 FAX (503) 2 SPOKANE DIVISION (509) 535-3571 FAX 1509) 535.1267 PENINSULA DIVISION (360) 297-8821 FAX (360) 297-8828 P ROJE C CT, I Oj j ' 2-obZ I DATE /0 op P ERM N "' Zaeo -.204 w.o. 4 04<2 2 / ,, , / Dir -tA/I [tea /04 g D . 74' 7� l /r / / C/' � / % C . 4..A. P R � ��E t;air w4bi ' !' yr,9 SbNrfal go/ ANcoV67Q /¢iele4�vsr TOTAL HOURS I S .S.: - . op S'1 TS 1'n r1RSER'/ ' C or C•M1•W• L 1 ( ) • Haq. Q( 9/4LL o1v Lillie 7 JRowl 14. I r p A?pterir, 16.3.. 81,67t, 77Ii' sH IAIE /A?e ^ . S ' t W X ' £ £ L E . 1 ? f/Q f 1 2 r 4 S c ' I h O =AA' e - % )clA/ C_o► )7VIRGPEMP / NO r OA) S'i r Piivn (.0 c' Air Be- Thi Ds So S 4,s',7-OE. y EQUIPMENT IDENTIFICATION AND SIN #: COPIES TO: I MAILED: I INSPECTOR: I (DATE: / 7' , % , '0, %j' ;I TEMS, 1,10- CTEAi�'9 .'� %rO p %� i /' ' x' 0 ' i ,. � � � ONCONF R I �� '% i;,'/ '9 . �� / / A/ /� /� J �� ! � ` — • OWNER Mig CONTRACTOR UILDING DEPT. SUPPLIER `ti/ FIELD CONTACT: DATE: ria E INEER Mill ARCHITECT iffyr ,4 i1H 1 4/ Z.1= 'This report is provided for the Information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in full, without the full permission of Professional Service Industries, Inc., is prohibited' "This NAME ON OFF ST OT MILES yi.1 (fr ( n 6: 0Q /0.•00 I 72 certification attests to the accuracy of the results obtained from the actual lest performed and/or observations / l made within the defined scope of the work. Certification shall not be construed to represent In inspection, approval or / /1 TOTAL HOURS M me; Information To Build On SEATTLE DIVISION EASTSIDE DIVISION (206) 282-0666 FAX (206) 282.0710 (425) 485 -4244 FAX (425) 485 -4611 RECEIVED Nov 2 8 2000 COMMUNITY TACOMA DIVISION DCVELi. bib (253) 589.1804 FAX (253)589.2136 1503) 254.8418 FAX 00312 PROJECTNt % PERMIT ; CG oNTTFl C R 4 ROJ FIELD REPORT 608 11043 Z-+d5 2!( DATE SPOKANE DIVISION (509) 535-3571 FAX (509) 535-1267 PENINSULA DIVISION (360) 297.8821 FAX (360) 2974828 acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries NOV Date rjfi; .!RC �+�A ' kt ^ a ",rrrPOVIY Prf ax+, 4wauuns !n4xrr*ay.wM+etwaw;N ».riea� slat:e;reK'f " nrtrY !msµ r�hr , )..,;m, .... p . <1: rm./ ,K".7 •7 R(jSF_RY6 LAC.- or 0-A1,4.. 4Lc* ON /4 Git,E r Acisi C19 -r. AAJp7 c fl/e L iAGL /v o Rrff 4O7c I-I ft.)E /h .. COAjr!ac'roQ rz Cou,e16 4 1 -7 ( r �er f}Q6,& parFF s , e44C / T (1X r le • 9 /r.�t. oAJ[7 �E''19)f l /4 i.- , /V pii4(.. - /4 Arh �/,t i I FI < F7,12 cbge _ . /414 A c r/ V rr /b fip1' /4.5* plAtA.,5 f - Cs . i pe,? i t' • • EQUIPMENT IDENTIFICATION AND S/N #: COPIES TO: I MAILED: I INSPECTOR: DATE: W4% %% / / % ' ITEMS'IN$PEC,T TO eP OV D A P i � J • ? �� � //� / , , / / / I j / �� / / / j ONCONF ,R I 1 �� D6 OWNER NGINEER CONTRACTOR BUILDING DEPT. SUPPLIER FIELD CONTACT: D ATE: _ ARCHITECT 'This report is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in full, without the full permission of Professional Service industries, Inc., is prohibited.' 'This NAME ON OFF ST OT MILES Moe i A90� 6,' f 5100 , ( 4 7Z certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or TOTAL HOURS ■ .L Q I - * i Information / iTo Build On Swimming • Committing • listing SEATTLE DIVISION (206) 282.0666 FAX (206) 282 -0710 EASTSIDE DIVISION (425) 485 -4244 FAX (425) 485.4611 acceptance of other associated work ore warranty of design or workability of the specification requirements' Certified Report by Professional Service Industries lwretIVINWPKIONIIPSARMIKIMOMPerratAkeWetet RECEIVED NOV 2 8 2000 COMMUNITY TACOMA DIVISION DEV'L-L pNOtlICIS10 (253) 589.1804 FAX (253)589.2136 (503) 2544418 FAX (503) 252.5608 PROJECT NO ;': 6 r -00-z PE�RMIT.P4 ENGIN �% j RCN( !0.t/ R f ,e to n1t1e FIELD REPORT 1039 4 RFknwnP! MVO rrtiR9107 ? Rk SPOKANE DIVISION 15091535.3571 FAX (509) 535.1267 PENINSULA DIVISION (360) 297.8821 FAX (360) 297.8828 DATE Vairgatas 4411.6 ti Y u�`YvHt Miri 4eG O O Si L " 02A, a•f// o d1/ /'d,C7 e /$6 7'O . MEV /aevs.4 y' 4Q /1i1��Uiv.02 /.: - � -• OW - olod/0/ Gel■s'JG G v ' 6 * - d :7v- L1Cav/2S et.., ;0 -.,Ail►o C - v , --pre,... E�.f�Allr -- /` O 8 - Ge.05 h . , fr" fJ / 1-of/e_ 45 fir _f st7__ . Oa LOO Q III - I/ -e ye. G / 40s coves / er'.-01 r01e1.:W W# � .c! - Lev.s ` -GSd c -- 6— ' /62s . ?.¥ 444 -, . ' , 3 - / %v#es ee'4 ' E,096 I' 0 ,02o Jam : - I — Lames C a ' ss ' • 0.-- Oy G „ l — ,, ■• 40 ,1 /.e ,`f. EQUIPMENT IDENTIFICATION AND SIN #: COPIES TO MAILED: •• ,t- G pp DATE: /`, /; ;W /' %j E.MS'INS,PEirT,EDiTO' / - APPROV D A • S, , �} f , 'tom � / i j 4 f � . >' � 2 "Z / `//// /4 // �� � ; � /f " / // // F/ ; ,, % /M� / /%i /`I "f�� ��� - r - / i OWNER ENGINEER ARCHITECT — CONTRALTO ' BUILDING DE SUPPLIER IELD CONTACT: /f ,,/‘- oar DATE — Si �t f/ / . 44'6 r _ 'This report is provided for the Information of the client only. The reproduction of n report, by any method, and its transmittal to a third party, by any means, except in full, without the lull permission of Professional Service Industries, Inc., is prohibited? 'This certification attests to the accuracy the from NAME ON OFF OT MILES l i / F2 ✓ •VI rM . __.■_ of results obtained the actual test performed and/or observations � made within the defined scope of the work. Certification shall not be construed to represent In inspection, approval or A TOTAL HOURS ka:I ■ , / - i 7 Information LIZZED To Build On EnpN p • Consulting • Tooting SEATTLE DIVISION EASTSIDE DIVISION FIELD REPORT R CEIVEf NOV 2 8 200 COMMIT SPOKANE DIVISION 15091535.3571 FAX (5091535.1 TACOMA DIVISION r (206) 282.0666 FAX (206) 282.0710 (425) 485-4244 FAX (425) 485 . I I (253) 589.1801 FAX (253)589.2136 (503) 254.8418 FA . 252.5608 (3601 29743821 FAX (360) 297.8828 PENINSULA DIVISION , - 7 0694 reAr Fl 01�,e.,' /1 /,/ 1oee6 A04 9: E jr"; # /, / i F -7 6a47 aa- /. zfreft, PR,40,0 AES,S PROJECT NO.'i, O DAT - - - - , p PERM)T -NO � i�D °Iw - .O. 4/ /O ‘1 /////:; Z 'Ue �/ 99CHIT 7 / j C9 ,C, ' //'./.1/// ij A'c G , 17 Cv acceptance of other associated work or a warranty of design or workability of the specification requirements? Certified Report by Professional Service Industries vvNUr. M? �t n .. " �y�"` C; r3t!<' �F4' d� 'aY.'r+ES:d "'r;r,+ranr;neti „+orww,,gh ✓rw.tg:m z re 0 0 0 CO z J H w 0 g Q w ` I- 0 w ~ w 0 ' 0 N, 0 1- I0 u. .z Cu 0 = t ~ z - a i Informatrion LACM,21 To Build On Eflg w k,g • Consulting • ?bating SEATTLE DIVISION EASTSIDE DIVISION (206) 282.0666 FAX (206 282.0710 (425) 485 -1244 FAX (425) 485 -4611 .0T 6m .0 vued� Luis acceptance of other associated work or a warranty of design or workability of the specification requirements." Certified Report by Professional Service Industries ..• — I ntnog. , ,W ,T:pp5t1?' trC "Pr tl+'; "✓r. ".4.wk. q'. RECEIVED NOV 28 200 FIELD REPORT cc;OMUNVP! II TACOMA D($(OAELOPMEIVIRTL` D VISION (253)589.1804 FAX 12531589.2136 (503)254.8418 FAX 1503) 252.5608 • PROJECT NO..: PERMIT NO: ENGINEER; , arCHITECTW, CONT A C PROJ ,11, SS FR 1 2 'd 17 SPOKANE DIVISION 15091535.3571 FAX 1509) 535.1267 PENINSULA DIVISION 13601297.8821 FAX (3601 2914828 7f•Z-etoZl/ DATE //•, 0 logo - ea‘ Z7iety /1. 1 / c .rr.� 01&44 Goes Ce Dale awaemeK;�2+�1V�'im" rvt".'�. r".?RYM + " }±°.rtt '_+.±r. ar ax y� 3� r +,.t r•Ar a.. wa t:.n u n��tr�5�} .r41;N+'N7,,,,ri _ ihirS''Rrb 4 �Xts�KR'f?Y;pv 0 N0 tu Lu J N LL W O 2 LL _. Z° W W O N. 0 I- W IL O '. I II Z O z - cc.-, / J1 € me c/72 )cafe i / /4/,verG 7 4' 5 , 4- '.ilk , 7 7 ,1� �i o4Y� o,�� s GU,.S 7'"0 �r '/C Lit ' 6PAo - c./� QlI�6LG lit,- p l� /� /.� ei � � � , .6.C.. . &St &r 1 6/, V65/--4V A ie /,( /. oy�Y 6&zov'r: /A--s c - « 'a . - oc' #- ,s. 7,/ /.tee/-' 4F72,e 6,eactrzo /6 Y��� �4' 64: . 1�, /5 � V fr e.e ",/i /ZL l .f/I f 7 ,49,o'O2 .PC /.mil G , oY �00�/ - t -, /' /�J L' I2 J - /' , - ,- ,...w." L /�� - / , � �- ,- 4 IILG „ow./ ' G C0., - z/Z '7'uA� ,O,' ' old , pc0 -V.e :o-e VLS EQUIPMENT IDENTIFICATION AND S /N #: COPIES TO: I MAILED: j IN - CT% - • r' /� - DATE: '! %/'/ TE.MS; I Wr 'APPROV D P : j ; /, /F / %/" � ,'. j i . �, NONCONFQRMINI�` i� OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER ELD CONTAC J DATE ` fir C II/131 O D J —A 'Ns report Is provided for the Information of the client only. The reproduction of report, by any method, and its NAME ON OFF ST OT MILES transmittal to a third party, by any means, except in lull, without the full permission of Professional Service Industries, Inc., Is prohibited.' 'This _ _ �{. : / -•J0 / �a certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Conilicalion shall not be construed to represent in inspection, approval or / .4• TOTAL HOURS ►. "f% „� , - a i Informatrion LACM,21 To Build On Eflg w k,g • Consulting • ?bating SEATTLE DIVISION EASTSIDE DIVISION (206) 282.0666 FAX (206 282.0710 (425) 485 -1244 FAX (425) 485 -4611 .0T 6m .0 vued� Luis acceptance of other associated work or a warranty of design or workability of the specification requirements." Certified Report by Professional Service Industries ..• — I ntnog. , ,W ,T:pp5t1?' trC "Pr tl+'; "✓r. ".4.wk. q'. RECEIVED NOV 28 200 FIELD REPORT cc;OMUNVP! II TACOMA D($(OAELOPMEIVIRTL` D VISION (253)589.1804 FAX 12531589.2136 (503)254.8418 FAX 1503) 252.5608 • PROJECT NO..: PERMIT NO: ENGINEER; , arCHITECTW, CONT A C PROJ ,11, SS FR 1 2 'd 17 SPOKANE DIVISION 15091535.3571 FAX 1509) 535.1267 PENINSULA DIVISION 13601297.8821 FAX (3601 2914828 7f•Z-etoZl/ DATE //•, 0 logo - ea‘ Z7iety /1. 1 / c .rr.� 01&44 Goes Ce Dale awaemeK;�2+�1V�'im" rvt".'�. r".?RYM + " }±°.rtt '_+.±r. ar ax y� 3� r +,.t r•Ar a.. wa t:.n u n��tr�5�} .r41;N+'N7,,,,ri _ ihirS''Rrb 4 �Xts�KR'f?Y;pv 0 N0 tu Lu J N LL W O 2 LL _. Z° W W O N. 0 I- W IL O '. I II Z O z ria i Information / i To Build On Engle • Consulting • Mooting scaly RECE0VF NOV 2 8 2000 COMMUNITY SEATTLE DIVISION EASTSIDE DIVISION TACOMA DIVISION I VE Rt i IIVISS (206) 282-0666 FAX (206) 282 .0710 (425)485-4244 FAX (425) 48 •4611 (253) 589.1804 FAX (253)589.2m " T 25 FAX (503125 PROJECT NOG% 7Z• Ooh/ ' EMI EEF# / C ONTRACT OR 4I -9M 1) fi 12918 SPOKANE DIVISION (509)535.3571 FAX (509) 535.1267 PENINSULA DIVISION (3601 297.8821 FAX (360) 297.8828 DATE / / - /y- 00 evets iii Z 2 w.o. *s - 30 made within the defined scope of the work. Certification shall not be construed to represent in Inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries TOTAL HOURS a vda Date WYu r pp re �U rn g W W J W � co o z W ui 0 U o1- w � u_ 6 .z W 0 I- z -- £•.., •. /4/5,5G� 0.4•c/. /c /!,/-•4sO�OI - ,I/, ee . z' s, ex/ / �i9 D 41 4�' lJ�/7.-',. zz 6 G Z1t , - . /VD7i ; , 4 1f !� 4 .0.=-- L 1...''o €E, c ' /> ' 44 ,:' ° I.IJ —' :Wz.ed Iae- - ��y4L /.yl 6 /- or A9 — Gl."6' -1r• 4% e.!/1.e�1 7 "c," 411/ �J,#. G / „./- � '2e. o/ /, - lam. /4” 1/// l y,2�� , CJ' .4./• EQUIPMENT IDENTIFICATION AND SIN#: COPIES TO I MAILED: I I , :,I f,d //. / ODO- DAT � % % ' /,' / ,..%ta / / % / /f //% j� ITE,MS'INS i , � � e " /'� % / ; / i. /� � E �1 �/ ,/;. , ��/ 0 i6 - yCONF 6 �� • i OWNER ENGINEER ARCHITECT CONTRACTOR I !.CONTACT: BUILDING DEP T. SUPPLIER LD 'DOO l �� I l I DATE: � „� 1 L / I p C, _ 'This report Is provided for the Information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except In lull, without the lull permission of Professional Service Industries, Inc., Is prohibited' 'his certification attests to the accuracy of the results obtained from the actual test performed and/or observations NAME r✓ ON OFF , ST OT MILES ria i Information / i To Build On Engle • Consulting • Mooting scaly RECE0VF NOV 2 8 2000 COMMUNITY SEATTLE DIVISION EASTSIDE DIVISION TACOMA DIVISION I VE Rt i IIVISS (206) 282-0666 FAX (206) 282 .0710 (425)485-4244 FAX (425) 48 •4611 (253) 589.1804 FAX (253)589.2m " T 25 FAX (503125 PROJECT NOG% 7Z• Ooh/ ' EMI EEF# / C ONTRACT OR 4I -9M 1) fi 12918 SPOKANE DIVISION (509)535.3571 FAX (509) 535.1267 PENINSULA DIVISION (3601 297.8821 FAX (360) 297.8828 DATE / / - /y- 00 evets iii Z 2 w.o. *s - 30 made within the defined scope of the work. Certification shall not be construed to represent in Inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries TOTAL HOURS a vda Date WYu r pp re �U rn g W W J W � co o z W ui 0 U o1- w � u_ 6 .z W 0 I- z - 2 6 -3...r: l4<sdcGe2 a.v • - 02_ 4,06e `il WGIF7 .� 74 '3 " Del/ //!C- 132a c.4.- /_ -�'� 7--- 5f''../z $€ ,42..d i / .e/ /7lioe op / z_. s% ' .tom • s S AfEMMINIMMIIIIIIIIIIIMI , e/r 4 ` l' y G.T/ .d .47-- � ',/ O ill;e. 1 -, EQUIPMENT IDENTIFICATION AND S /N #: COPIES TO: I MAILED: I I ECT /A-/...4 20o DATE: x !! % % %%j %/%%/%//3' . / ITEMS; INSP PTEW. APP.30V D7 /I , pp • ��/ / Y � �,' / "' � •4 '/j jj / � � / /./ � // ONCO(VF9 OWNER ENGINEER ARCHITECT CONTRALTO BUILDING DEPT. SUPPLIER FIELD CONTACT: !� lfQIO " -� DATE: 'This report is provided for the information of the client only. The reproduction of th eport, by any method, and Its transmittal to a third party, by any means, except in full, without the lull permission of Professional Service Industries, Inc., is prohibited.' 'This certification attests to the the from NAME ON OFF ST OT MILES �.� / J c i '.11 I /� pGi , -i II accuracy of results obtained the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in Inspection, approval or , TOTAL HOURS r frican7 Information ToBuild ��' p� d ng • Consulting rooting n En SEATTLE DIVISION EASTSIDE DIVISION (206) 282-0666 FAX (206 282.0710 (425) 485.4244 FAX (425) 485.4611 `e''� -.PP:', - iT PROJEC ,140,7 `0 mod= �Df/L �" Ge.'4S7PE`R IT NO EN INER!% ,,; �,�• . ?r r)a AR'HITEC' � , CONTR/,GT iii / ,� // jam., 76a47zaAe Cva ,PROJ ADDRESS Certified Report by Professional Service Industries NOV 2 8 2000 COMMUNITY DEVELC j g, (253)589.1804 FAX (253)589.2136 (503) 254.8418 FAX 1503) 1 TACOMA DIVISION FIELD REPORT acceptance of other associated work or a warranty of design or workability of the specification requirements' RECEIVE. - '1.`":42 7 74"-V, DAT OOO. .0 SPOKANE DIVISION 15091535.3571 FAX 15091535.1267 PENINSULA DIVISION (3601297.8821 FAX (360( 297.8828 4rs r C y. '2'4s Y €e.. 4/ct// �sY Date z a , Iu! 00 w J w 2 u. S. I- w Z 0 1 O H, w Z U u_0 z . w J. O H z Mai Information -~ ! r T Consulting oild On u � 7 • SEATTLE DIVISION EASTSIDE DIVISION (206) 282.0666 FAX (206) 282 -0710 (425) 485 -0244 FAX (425) 485.4611 Certified Report by Professional Service Industries TACOMA DIVISION (253)589.1804 FAX (253)589.2136 FIELD REPORT acceptance of other associated work or a warranty of design or workability of the specification requirements.' RECEIVE:1) NOV 28 2u u 1 . 2921 COMMUNITY DEVELOPMENT PORTLAND DIVISIO PENINSULA DIVISION (503) 254.8418 FAX (503) 232.5. 13601 297.8821 FAX (360) 297.8828 4G. PROJECT NO,• 7 'V,� -00Z// DATES / Ed PE�RIIIIrN % 040 Z 24w.O.�J % Y� Z EN GINEE -; 050E 4 , C9N4 q R p ,; , f /� aw mt*TitIli f :'S?Thwevowto ~PlivPoottwiraktivPmrv<.Tt ir ra p.s.Nrr,v rr. rr.yy,ffer;iv,t, rr.or e+ •xr�m...••••^.roR;ttPn�v� +'r� +y! . » . r SPOKANE DIVISION (5091535.3571 FAX (509) 535.1267 Date !rlwor.1:v+.!>.vttwriti xr.4 :4u!'3N rtkle 1'wm !M ; r.t∎ otho t i (/ - e t� � - , ,4/.. 'G d /2 a /� ,</.�Q /!i //e/ 0 �� /i(/.���f/ ,Z4 /7 co- see. m!!6-. - -e, ,�Y 1;ke.. o -r i s Afel2W4' s €` Go 44.s7 Co. og ■r i f : Se c ,.? - c2 x .,--itt72 4 O.ei....... 7 9O( ( ' G � i t - A ' 40 / 4 ze, d 1.4 o-w zY C o , ".so1 Awec/G p r' T/ ` /.r.dr cre...- e.Ur1 #- / -- C- ‘,#' 7a . ',9 .4;Kowe - ,r .. �- 84 e ��.4✓ s fZovY /• g- �o A�C O� � EQUIPMENT IDENTIFICATION AND SIN #: COPIES TO: I MAILED: I PEC / 24 -2en DATE: 1 "- ''%%%O_� i i�%%f M S'1 ` SP, ,T .. N �13i.. trA r ; , �. �, 0H c . ; /%%' /" ',// j QNCONF.9RMN, ��l j� T . / k /j�� OWNER ENGINEER ARCHITECT CONTRACTOR FIELD CONTACT: I DATE: `— DEPT. SUPPLIER M O /1 442 -4, _ BUILDING 'This report is provided for the Information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except In full, without the full permission of Professional Service Industries, Inc., is prohibited." 'This NAME ON OFF ST OT MILES certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or j ^ / TOTAL HOURS Mai Information -~ ! r T Consulting oild On u � 7 • SEATTLE DIVISION EASTSIDE DIVISION (206) 282.0666 FAX (206) 282 -0710 (425) 485 -0244 FAX (425) 485.4611 Certified Report by Professional Service Industries TACOMA DIVISION (253)589.1804 FAX (253)589.2136 FIELD REPORT acceptance of other associated work or a warranty of design or workability of the specification requirements.' RECEIVE:1) NOV 28 2u u 1 . 2921 COMMUNITY DEVELOPMENT PORTLAND DIVISIO PENINSULA DIVISION (503) 254.8418 FAX (503) 232.5. 13601 297.8821 FAX (360) 297.8828 4G. PROJECT NO,• 7 'V,� -00Z// DATES / Ed PE�RIIIIrN % 040 Z 24w.O.�J % Y� Z EN GINEE -; 050E 4 , C9N4 q R p ,; , f /� aw mt*TitIli f :'S?Thwevowto ~PlivPoottwiraktivPmrv<.Tt ir ra p.s.Nrr,v rr. rr.yy,ffer;iv,t, rr.or e+ •xr�m...••••^.roR;ttPn�v� +'r� +y! . » . r SPOKANE DIVISION (5091535.3571 FAX (509) 535.1267 Date !rlwor.1:v+.!>.vttwriti xr.4 :4u!'3N rtkle 1'wm !M ; r.t∎ otho t i SAMPLE I.D. SIZE AREA (SQ, IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LBS. P.S.I. A/ J zSI.1 I —/, a0 r le o. 3,00 s. wimmiromam 111111E-4111 MUNN . /Z-e) -a "MI WaillEdgEN SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NEO CAP OTHER IN ACCORDANCE WITH: ASTM ASTM _ ASTM ASTM ASTM ASTM STM .6,11-e-- •6e-- C -143 [ C•172 [/f C -1064 C -39 ❑ C -1231 [ ❑ TIME, TEMP. $t_� � « A WEATHER C.�STR NGTH Fraa0 TYPE cewede ryz' 7 / lf � CS G/ CAST /ate o y 2aoa MIXING T,, / I4j: T PROPORTIONS: CEMENT C'SE AGG. FINE AGG. WATER ADDED ADMIXTURE ADMIXTURE ADMIXTURE ,ow/ V J /see - /4/ie ..C. WO A/ 0,VL ? � TYPE OF CEMENT -0)= CONC. TEMP. �V / a �� SLUMP ins. AIR 1 % QUANTIT T //, -QCu. Yd. r ° w, 45 ? MIX # 0 /..4`o -le, TRUCK r TICKET # 6 N ? G `�'2 SUPER PLASTICIZED SLUMP 4/ . ./ POUR LOCATION AND NOTES: DATE RECEIVED: C4 4/6 4 1 / ,o0 Of ,, v.ey, .s /. o.' 77'7- 6,9 F ?/ix 5 1 3 0. i is- C.eD ,'.e l/i c_./e‘ , CO G/l G ,,, 1/ /e 4' '' /.L,(� o M 12,0 : C - / / 4 /Q �!✓/i. ias ,9, ,,eao *�1�i az EQUIPMENT IDENTIFICATION AND SIN #: COPIES TO: MAILED: I - CT • // 6 y 200 ,' DATE: •• EMS''. P, %.. i%/ , r„ ,, � %' • EM SI NS PECTED;TQ % .: APPROVED,PL�INS�9RE . '•. `�'%./ "j /•%' C N F 4 Q Q , %; ; � i� i. /%'' , NONCONFORMING D i ` i •✓ / /r /� OWNER CONTRALTO' • IELD CONTACT: DATE: — ENGINEER BUILDING DEPT. SUPPLIER 1 C / if 7 ARCHITECT 'This report is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in full, without the full permission of Professional Service Industries. Inc., Is prohibited' NAME r�' ON OFF ST MILES -m m f i � '� Ibis certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within Ihn d d n wlina cennn nt th wnrlt Ca m e rtifi'ntinn chall n h ennntrued In represent in inspection. approval or TOTAL HOURS �� v iilllli�l Information To Build On EnpimmarI g • Conaultlng • Tooting SEATTLE DIVISION EASTSIDF IIIVISION (206) 282.0666 FAX 1206 2 _82.0710 (42514854211 FAX t�425 ACOM (253)589.18 T ) ',1�}?� RECEWED Nov 2 2 2000 COMMUNITY I'� nal :1 J6PMi�� (5031 252.5605 CF 'ADDRESS ; ? / • PROJECT NO. PERMIT NO. . CITY ENGINEER ARCHITECT CONTRACTOR ROJ ADDRESS 7% Go // DATES' /-O k r 6 `2001 226 (.o. YSV4/s` - U elw /1.., t C. C - , r COMPRESSION TEST RESULTS acceptance of other associated work or a warranty of design or workability of the specification requirements.' CR Certified Report by Professional Service Industries SPOKANE DIVISION 15t711535.IS71 FAX 151')1 s 3s. 1167 PENINSULA DIVISION 13601297.882t FAX 13601107.88 28 A G�� �r�«$ co. Date W ce 00 w N W, NIL W D N O . z UJ O N' D W W, V IL b . u z H = O F" z - i Information E ~i i►�..►ing • T con. g • Testing SEATTLE DIVISION (206) 282.0666 FAX (206) 282.0710 S i 1 )QWe:97 4ER 1 4Se NRy yol ,44JI&0VER Dr4A9lr E4$r CLIENT /' / . 4 ,/CDR S ////:;://) EASTSIDE DIVISION (425) 485 -1244 FAX (425) 4854611 DATE TESTED SAMPLE I.D. TYPE GROUTED SIZE ( L,W,D) AREA (SQ. IN.) P r ` s tir 1 7-9 R FIN 7.s`o7.5 COPIES TO: I MAILED: I OW ER ENGINEER ARCHITECT CONTRACTOR UILDING DEPT. SUPPLIER AGE AT TEST (.0 tI •• NAME ULTIMATE STRENGTH LBS. ry OSO , yasS0 . pFms -_2 /)'2R 165Q flu. (oc -70A) ' perniy INSPECTOR: I DATE: 1010ad.P () 7 0 5AD FIELD CONTACT: 'DATE: 8 .,;„ A oist t - P.S.I. CHECKED i t SLUMP GROUT ��•• CCEpEMEN AO, PROPORTIONS n58 50 POUR LOCATION AND NOTES: MIXING PLANT IJTDA1a40Ay C'SE AGG. dk FINE AGG. MORTAR CEMENT C'SE AGG. E AGG. PROPORTIONS / �� / I :045 & ASTM TIME & WEATHER ` /Te 5 MORTAR R TEMP. SAMPLED AND TESTED MORTAR GROUT IN ACCORDANCE WITH: ❑ ASTM C780 ❑ UBC 21 -16 �fC DESIGN TRUCK #,6f) TICKET# 1 fa l5lroO STRENGTH F 2 , O 2 � 22.0 N ADMIX ADMIX ASTM C -1064 G GROUT TEMP. 67 DATE RECEIVED PRISM MIX# ❑ ASTM C1019 ('UBC 21 -18 ❑ ASTM E -447 ❑ UBC 21-17 MIX# 7036 OTHER EQUIPMENT IDENTIFICATION AND S/N #: "ITgMS I D% APP)3oypD,P SAN / " NOKQNFyfi,tA 1 % ON OFF ST OT MILES TOTAL HOURS 'This report Is provided for the information of the client only. The reproduction of this report, by any method, and Its transmittal to a third party, by any means, except in full, without the lull permission of Professional Service Industries, ave27 Inc., Is prohibited." 'This certification attests to the accuracy of the results obtained from the actual test performed and/or observations Q made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or c.J / acceptance of other associated work or a warranty of design or workability of the specification requirements.' � r • ��� Certified Report by Professional Service Industries TAC01J (253)589.18Qt-Ft • RECEIVED Nov 2 2 2000 U TY M,1 I\ 11(303) 254 .R Rer NO.; . P RMIT NO.' j ENGINEER '7/ ARCHITEC`r' CONTRACTO , ri i TO ".'.... PROJ,'ADDRES COMPRESSION TEST RESULTS j IR (VISION AX 1503) 252.5608 ,_. SPOKANE DIVISION 15091535.3571 FAX 1509) 535.1267 PENINSULA DIVISION 1360) 297.8821 FAX 13601297.8828 742-0021/ DATE /0/46/00 Date - ..KV'L'Ts:01.1'A lftltSJ+,P .. . . X4drtta"oKnot9Yl^sfk /r/. ./ Irt*Ito!!ives/G'M"s.vymp r tnevr,rorey.x'«m,tro or« r. +n �prvFa�et ,/ ,trw51A?Ao.rMArttrol.",1Afrollo rin muirR'".e,'1ugL+ta"1 SAMPLE I.D. TYPE GROUTED SIZE ( L,W,D) COMPRESSION AREA (SQ. IN.) TEST RESULTS AGE AT • ULTIMATE STRENGTH DATE TESTED TEST LBS. P.S.I. CHECKED Ai : ' i. ' iS 65 I o . t1. 1 . La • l)O 'Z 4-g0 4 i . ' d i 9 1 Wini• 1 . ggio 2-$3o MIAMI./ Iiir SI, 04 NMI. 11 VA, : t1q • 2-130 - Information Lei ~ T inotaff tlg • Con Build f ig M e SEATTLE DIVISION (206) 282.0666 FAX (206) 282.0710 // LIENT!/ j 4 ,,,i / ES;y ELATION • . .. 1111.11111111111111M 07, • EASTSIDE DIVISION (425) 485 -1244 FAX (425) 485 -0611 .J oR .q4 EE E fZ (q tag, - Q Loc,aria k 5 I' EQUIPMENT IDENTIFICATION AND S/N #: COPIES TO: I MAILED: OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER INSPECT R I • lit.) FIELD CONTACT: 'This report is provided for the Inlormatlon of the client only. The reproduction o p y y s transmittal to a third party, by any means, except in lull, without the lull permission of Professional Service Industries, Inc., Is prohibited.* "This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in Inspection, approval or IDATE: I0/, 2.* DATE A�vv. �.JU- Qi1c.6 I Is re ort, b an method, and it top( NAME T. ,4U' Gt/a p0 1/ 05/ TrE D;T i �PPR t �S' '� CNipn gP / /, 'NO � ON OFF TOTAL HOURS ST OT MILES SLUMP 1 3 1/ MIXING PLANT STD il.) -i 41 GROUT CEMENT '1 C'SE AGG. PROPORTIONS MORTAR CEMENT C'SE AGG. PROPORTIONS 6 , C -1064 TIME & WEATHER I O! 3 C + MORTAR TEMP. SAMPLED AND TESTED MORTAR / GROUT IN ACCORDANCE WITH: POUR LOCATION AND NOTES: 966 acceptance of other associated work or a warranty of design or workability of the specification requirements" Certified Report by Professional Service Industries RECEIVE Nov 22 znoo MR M TACOM ii��¢¢1l11��� M (y U TY (2571589.180! �AkT2. 1j6 FINE AGG. • 2,Z FINE AGG. ASTM C780 UBC 21-16 DASTMC1019 0 UBC21 -18 T' Iv1qgp4.84 8 FAX ISI))) PROJECT.10 74/2 - cliZ// DATE I0/I2/ 0 0 PERMIT NO . - W.O. 4 14 ' .• 77j , CITY /, / /, /,ii ENGINEER " 2 e •L ARCy1TECT j C . , . • , GONTp11 CT9R.. /k/A,IV`?W796R f Z4_S4 V 00,J44, D R-ES. 4 ,4ivexm a Akk 6f4 r DESIGN TRUCK# q I g TICKET# 16R 76R STRENGTH F 2 ) ASTM C -1064 GROUT TEMP. ADMIX ADMIX PRISM ASTM E -447 KUBC 21.17 .... ... M0100M tegAII'M#k #antmYlt.T. Mwcwmwxu, wswn..», +ttwte•of dYn5Rw �5 7= SPOKANE DIVISION (509) 535.3571 FAX (509) 535.1267 PENINSULA DIVISION 1360) 29741821 FAX (3601297.8828 MIX# MIX# 7o3k' DATE RECEIVED OTHER 0 Dale real 00 co W L , W o g d z w HI V o : 0 L. = 0 I LL O ', W 2 .. IA Z COMPRESSION TEST RESULTS ' SAMPLE I.D. SIZE AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LBS. P.S.I. C/�' 3797 G X))Z lit. t1• /0 • 7 IkoW0 3cf50 -s∎'l 1 r 1 7-5c.2i , , Z ; 1311(00 • +t J -- ' EE 'LS % Zt . IDrM I I Ea IS0 .a (030 SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR P-' , TEMP BREAK NEO CAP OTHER IN ACCORDANCE WITH: ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM C-31.4 C -143 C-17212( C -231 C -1064 C -39 d C-1231 El 0 TIME, TEMP. & DATE WEATHER CAST L t7 2 MIXING _ DESIGN �",Cy� SAMPLE."... 13 Op PLANT 01 LIB= .5 STRENGTH F L t0C 6 TYPE 6 )(1 2 - 57c PROPORTIONS: CEMMENTAIAAk} C'SE AGG. ` 3 0 Sa 1850 FINE AGG. WATER ADDED ADMIXTURE ADMIXTURE ADMIXTURE 31' -t 12"10 5 C 4L AIR i.o r 7 1,6 �j. Z % QU ANTI TY 1 t5 J ins. AIR Lai- u. Yd. TYPE OF CEMENT � CONC. TEMP. 6 . 't SLUMP ( � t (, rr / / - , / d 41 2-5 I ) 064C ' L TRUCK TICKET # (0 SUPER PLASTICIZED SLUMP MIX # 14 POUR LOCATION AND NOTES: DATE RECEIVED: 1 . • C '" . � 3 CO . • s . rrt�r5E 1-W6 - 4'1.1 /4. A L ,Q f -i-1 AiaS + A L. 1 10 6 TO 14'$ `r v./.sr c A . a . c - .' • • 4 . E_ - - 4 , . I - • . R - : - ,‘ . M. F R A G e -- . 1 . : C I ,_ a:.! ab G -' �z /4/, , ' d'f Gl f� 77 �� P -&. / £ i� ' �S /.57' S//C.' o ,r EQUIPMENT IDENTIFICATION AND S /N #: / / COPIES TO: MAILED: ETTP:4711 __ *;?7,;;;;.;/;%.;:%...,,,,..0;,. %�/ APPROV D,P ' " ; .-- � / / % / / �� y . �!, NFoR�I t" . ;;, , f NONCONFORyIIN / ' _�� A OWNER CONTRACTOR , FIELD CONTACT: DATE ENGINEER _ BUILDING DEPT. SUPPLIER p ,(1. y / 0 ARCHITECT This report Is provided for the information of the client only. The reproduction of this report, by any method, and its Transmittal a third party, by any means, except in lull, without (tie lull permission of Professional Service Industnes. Inc.. is prohibited.' ON OFF ST OT MILES , . • to i t OC c U 'Di 0O �, -o r-• ve "This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scone of the work. Certification shall not be construed to represent in inspection, approval or/ TOTAL HOURS frgr t>� i Information LI To Build On EngMaartng • Consulting .'fisting SEATTLE DIVISION EASTSIDIi DIVISION (206) 282.0666 FAX 1206) 2824710 (425) 485 -1244 FAX (425) 485 -1611 acceptance of other associated work or a warranty of design or workability of the specification requirem Certified Report by Professional Service Industries RECEIVED NOV 2 0 2000 COMMUNITY TACOSIAt�ISfipl P PM �TR . • ' (25J)Stl7•I8P1 FA. l SJ) �--'' 1? J•BJItl FAX i� h ., .... a_ .,_. N SIn krOMtkY.BRfsAW blur "s Vylk,w ,w4 «. .,•..Y ,... . «� .. { CR ISION 15031 52.5608 SPOKANE DIVISION 15(94 535.3571 FAX 151714 535.1267 PENINSULA DIVISION 13601 297.8821 FAX (360) 297.8528 C ,IENTj�j . AD ESS • EN7IOI , P)HOJECT j & " 14507 PROJECT NO . PERMIT NO. % CITY; ENG INEE R;,, ARCHITECT; CONTRACTOR PROD; A DDRESS 7y -bOJ/ DATE /0 /13/40 P 2 °co - 2-44." o, 4"/L12. 7 • C'• Yo/ /9ivodvE'�P j7.9/?r Fr r- SAMPLE I.D. SIZE r AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LBS. P.S.I. (c \ 1 4 (d ?.- 2,.1.5 to 1 t,°) 7 0-4 b5 144, IO N P •z:?. Zq i t c) 28 IstSoc S3(o0 3 W —• C.. zg, 1st t Vo e% I SO SS 0 X 3 30 6 V‘ — I : SLAQ4N. SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NEO CAP OTHER IN ACCORDANCE WITH: ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM C-31 Ca''' C -1430 C -1728— C-23162— C -1064 C -39 0 C -1231 0 TIME, TEMP. & 12 DATE / MIXING M = . '5 DESIGN SAMPLE WEATHER (�tja'V-Lk:; ', CAST l ) 14'2 /e-'b PLANT s#- 3 STRENGTH F 4 r O 0 TYPE�.4L -A c: PROPORTIONS: CEMENT C'SE AGG. FINE AGG. WATER ADDED ADMIXTURE ADMIXTURE ADMIXTURE -7 'a �0 N \ G.%:A W t Col• ` S TYPE OF CEMENT CONC. TEMP. 7 SLUMP 4 ins. AIR 5:3 % QUANTITY Cu. Yd. TRUCK 3 i TICKET # b 52. SrJCS SUPER PLASTICIZED SLUMP !m it CXcA s ti P POUR LOCATION AND NOTES: C. � 0 C3 j � � 01... ∎ 1.�5 S �. ' a^, t t.. ca ek C=x..`1 M>.: 1� � ATE RECEIVED: t ( I L. k LYE k. 3 �i... 1 4. t $ ‘ A a t_ ._ �Ac_.` C-- t- aA3A‘..c...G7 Co-•ic Comic. " • 3( JC.. 4. Col,- (--C A C1/441 JLCA-L- Ma iL S . ( -:=S _. T- C-C) ►J �- -t�7Q..K t \ L ( EQUIPMENT IDENTIFICATION AND S /N #: COPIES TO I MAILED: I INSPECTO - DATE:G � '� /� ' iii,; � �� ITEMS;IPI,SP„E T„ t7 . � PPR ' N ' i. j /j�//�/ / / �G� / " !,CC� F.f1(III�I �/' ;NONCONFORMII�I�+C � / / � /'� • /// I / / c`� --- 1 Q�tz � OV �� . �-- OWNER ENGINEER A RCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER FIELD CONTACT: I DATE: 9.44.-1--. CA-GA° 10//7,_/0 This report Is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in full, without the full permission of Professional Service Industries, Inc„ is prohibited' "This NAME ON OFF ST OT MILES ` LAS k- ta�v_z Z l V. at S�O's -7 a certification attests to the accuracy of the results obtained from the actual test perf ormed and/or observations ( made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or r TOTAL HOURS 4.1."42±2_1e i Information . V To Build On Englnaarfng • Consulting • Testing SEATTLE DIVISION EASTSIDE IIVISION TACO. f5N (206)282.0666 FAX (206 282-0710 (425).1854244 FAX (425)485 -4611 (253) 5119.1 C IENri//% C . LY. it/T / // i; LOA.. c / / //// /i/! NjN:' P O ? %% PP„i�OECT RECEIVED COMPRESSION TEST RESULTS acceptance of other associated work or a warranty of design or workability of the specification requirements.• Certified Report by Professional Service Industries NOV 2 0 2000 uNITY I ND DIVISION l PENINSULA DIVISION djj � - 503) 254.8418 FAX (5031 252.5608 � 618 1760)297.8821 FAX 13 1297.88 b'� Tf10 - 14'2.-c apATE tt3 l'Z. C s� PERMIT NO ; , I - 2C:ct, -I 'i ;'0 - - ;A-4 - 5 - 1c) CITY j ENGINEER ; ARCHITECT' % G 1.5 k CONTRACTOR ;. M��A�tt� i PROD ADDRESS 4 o i C SPOKANE DIVISION 15091535.3571 FAX (509) 535-1267 Date Mt? lG5R ?gist.", y65 ti 0.13 Iq!/Z 00 7 774 10 2.310 s 4 M1211 -6g "PRISM \J6 20► 1St 1) a CO 7..,43 a" o 'AS 5 J\- AiR LL59 PR {5M 1E k 402400 2- % S Z lo J k rr DESIGN SLUMP I cY MIXING PLANT J'r'DIu iAhL TRUCK# 3‘1 TICKET# i 6756 STRENGTH F Z Cle GROUT CEMENT A C'SEAGG, / FINE AGG. ADMIX MIX# PROPORTIONS 6 p (�00 Z 2 Zo '.....--- D/v. 7030 MORTAR CEMENT C'SE AGG, FINE AGG. ADMIX MIX# PROPORTIONS f /, ! � TIME & WEATHER i1 OS C'LEA� .I / '% ASTM MORTAR C -1 TEM P. A1/4 ASTM C -1064 GROUT TEMP. 7 v DATE RECEIVED SAMPLED AND TESTED MORTAR GROUT ;c.J PRISM OTHER IN ACCORDANCE WITH: 0ASTM C780 0 UBC 21 -16 0 ASTM C1019 d BC 21-18 STM E -447 UBC 21 -17 0 POUR LOCATION AND NOTES: p - ,� , , A. s, 7.. 1 o8 &RV[ -- dcfT' Olt n `� zz. . 1.s ibe mo L1 t.sE -� kor �i -t Conuft? G 34-4e . Cmnir ci A65ca —C r/9f27 j Loa c, x. 0 . in • IA' • Block - YZL E) Z i A16 It - j /2 /L. ,t -.5 r A p$ re; "1 JN * R Lc 4r7c U 6t1— 6. I LL- a E'_ .i # J : - la : �:• 0°. _ � .. ,07 p ccs. EQUIPMENT IDENTIFICATION AND SIN #: COPIES TO: I MAILED: I INSPECTOR: I (DATE: `•'x%%7.7 % % / /%_ %/ ITEMS(N,SP,EgTEDX „ /%. APPROVEDP .A ' R F - � �/i ' ' �(,�. / /`, CO„ . .1 �Fj �� ' i / /� � � //� // //! . , V , /C° W /O 0,5 Wil • NER CONTRACTOR UILDING DEPT. FIELD CONTACT: DATE r NGINEER MI ARCHITECT �UPPLIER r � "...VD-, 1�� This report is provided for the information of the client only. The reproduction of is report, by any method, and its transmittal to a third party, by any means, except in full, without the full permission of Prolessional Service Industries, Inc., is prohibited' 'This attests to the the from NAME ON OFF ST OT MILES ��� jj 6.09 "f, dD t i.7 7 2 certification accuracy of results obtained the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection. approval or / ■ TOTAL HOURS 8 Q re.ii Information To Build On Enginewrfnp • ConauIElnp • Tasting SEATTLE DIVISION (206) 282.0666 FAX (2061 282.0710 SAMPLE I.D. TYPE EASTSIDE DIVISION (425) 4854244 FAX (425) 485-4611 Certified Report by Professional Service Industries _ . ",yozo SiH mom fVfMirG,rAtiviMil9H .#1 Y . tvrr..$"'rc xrm RECEIVED NOV 2 0 2000 COMMUNITY TAfia.{jx g{ II9PMENT PORTLAND DIVISION L Sfl 589• \ r). 9•.146 1507) 254.8418 FAX 1503) 252.5608 1,4 r G U6' L -e7 -.MB 1457 PROJECT NO PERMIT NO CIT ENGINEER ARCHITECT;; CONTRACTOR PROD ADDRESS 7eiZ I DATE /p as to 24500 - :: 1226 = =.w o, �lY"gc 774 j Ul•q C- IV e F I'Q V/ T7,672 1 �! 1 7 1 o/ ALfry 1714k42JrE�4ST COMPRESSION TEST RESULTS GROUTED SIZE ( L,W,D) AREA (SQ. IN.) DATE TESTED acceptance of other associated work or a warranty of design or workability of the specification requirernents. AGE AT TEST MR ULTIMATE STRENGTH SPOKANE DIVISION tStylt 535-3571 FAX 15091535.1267 PENINSULA DIVISION 176111297.8821 FAX 13601 2 _97.8828 Date nykx�ur:.xnx*M•; CHECKED 6.5 CUE //r ,f�1 )7Lh✓1 a ✓eG. PROJECT NO i 7y2 d A2l/ DATE / /- A- en - Lt/tr, ADDRE //;%/ /�� /// /, N/', P; .INO % /,i, .PR s % /D D W4 otie ./ A.►.* l/1�./.0 - PERMIT,Nt �%i 5- r E N N�ERi r -, ,,,; / , / , j ARCHITECTrr , CONTRACTOR/- PROD ADDRESS �,D'D ••• 4 `. W.O. 4 /5 - 3 1(9 7 . rrAft /.� Pi,/ Pi,/ • Mb/ , / ''_c.E.4,/�lly � V lr,Z gl • , I,� /:t1 .7 04 // G/1 A-- ,/ j G i t / t - ,c Li 4, p a' ,e) T01 f€ /1 QY�/�. �r•C1 .` L /').C��-Lf7,b4. i�'v rya Ater us`7�it — 7 - .o C st. , .Llzi 7Z- / � 3 5 *' 7, r, l Yr» S �i lia r� s' 5 - c / 2 25- zJ /.��G L 406 ' U4 & r . _ _ ! _ / / / _ EQUIPMENT IDENTIFICATION AND S /N #: 'VA COPIES TO: I MAILED: I INS • ECTOR: I DATE: / IT %r '! i/ gW � .::•, r / EMS INSP RE ATO /., APPROVED S , .; / ; / /, % % /�% �'%/ 1 5-f ��9 ,-,%''''../.;,',_,',</..;,_,_, ./ ' - . ;;; , NONCOFORIN�CI — J7 ., le p / OWNER ARCHITECT CONTRACTO' DEP SUPPLIER Fl = D CONTACT: DATE: _ ENGINEER _ BUILDING "This report Is provided for the Information of the client only. The reproduction of report, by any method, and its transmittal to a third party, by any means, except in full, without the full permission of Professional Service Industries, Inc., Is prohibited.' 'This NAME ON OFF ST OT MILES # /I:00 .?:1% 170 ✓ t,v certification attests to the accuracy of the results obtained from the actual lest performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent In inspection, approval or A TOTAL HOURS sr"pria77 Information /r`! To Build On Engln..r*,g • Consulting • 7JraNnp Certified Report by Professional Service Industries SEATTLE DIVISION EASTSIDE DIVISION (206) 282.0666 FAX (206)282 .0710 (425)4854244 FAX (425)4854611 V V FIELD REPORT acceptance of other associated work or a warranty of design or workability of the specification requirements.' RECEIVED ED NOV 2 0 2000 COUIMUNITY FR TACOMA DEVELOPMENT. TACOMA RTI.ANDDIVISION (253) 589.1801 FAX (253)569-2136 (503) 254.8418 FAX 15113) 252.5006 SPOKANE DIVISION 15(9h 535.3571 FAX 15199) 535.1267 Date PENINSULA DIVISION (360) 297.8821 FAX 1360) 297.8828 •N 1� iii Information el To Build On Enamoring • Consulting • Testing EASTSIDE I IIVISION (206) 282-0666 FAX (2061282 -0710 (425) 485 -0244 FA .X (425) 485 -4611 SEATTLE DIVISION RECEIVE) COMPRESSION TEST RESULTS NOV 2 0 2000 y COMMUNr \ 12571 51i7`IBOt ! X 1 PA2505• ^.fJY vi 107)v'c3> l4a1FAAX (5 .5608 SPOKANE DIVISION 15091575.7571 FAX (519) 575.1267 PENINSULA DIVISION (7601297.8821 FAX 061)) 297-8828 4OLda G PROJECT NO PERMIT NO ENGINEER:;; ARCHITECT CONTRACTOR;; PROJ.'ADDRESS • 74/2 -0p2!/ DATE/0 - //-0040e 200D -. 2ZG W.O.` 2 W 7'1!/eellG w� C - 4/. /9. -feed C.A0y� Co44sY sao, /.v-U42/ SAMPLE I.D. /3 L D SIZE 6 X / Z x iZ AREA (SQ. IN.) - n , 34 EQUIPMENT IDENTIFICATION AND S /N #: COPIES TO: I MAILED: I OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER DATE TESTED /O /f'de / /-Oft AGE AT TEST /7 'This report is provided for the information ol the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in full, without the full permission ol Professional Service Industries. Inc., is prohibited' This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope ol the work. Certification shall not be construed to represent in inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements' Certified Report by Professional Service Industries ULTIMATE STRENGTH LBS. 12.3830 VA S5 ILO 430 It l �i1�11.i 1p - //- ro E LD CONTACT: /Q / /AGXX:4bATE: ,tirlr�. C f� /0 NAME P.S.I. 4310 44 io ‘i aLt o DAT CHECKED JH SW Date FRACTURE TYPE SAMPLE AND TESTED FIELD SPECIMENS IN ACCORDANCE WITH: ASTM 6'a'i -a- TIME, TEMP, „/� DATE //� WEATHER e /- A 1 63' I - CAST ` v "VI 6C/oo PROPORTIONS: TRUCK 2 Z CEMENT POUR LOCATION AND NOTES: SLUMP SAMPLING ASTM ASTM C -143 C -172 C'SE AGG. FINE AGG. TICKET # 6752 / r AIR ASTM C -231 MIXING PLANT ie SUPER PLASTICIZED SLUMP TEMP ASTM C -1064 Er BREAK ASTM C -39 ❑ DATE RECEIVED: NEO CAP ASTM C - 1231 LL}� OTHER ASTM DESIGN � aoa SAMPLE /GIEW �. STRENGTH F TYPE PE WATER ADDED ADMIXTURE ADMIXTURE ADMIXTURE .560 «M' aro GAL. 2sor..�/rdpos4 TYPE OF CEMENT -zr"or--- CONC. TEMP. � SLUMP ins. AIR 4= 'Yu QUANTITY / a" f Cu. Yd. /y`/, MIX # fiU / 3 O ' c rj Gkt . s ## /-60774t- d ITEMS(� APP,NO E P�: E% //,./ %% • NONCONFORm p / ON OFF ST OT MILES aO PLC YO Z' C TOTAL HOURS KO ! 1.4 672 L D coo W =, J N LL, 67 g ~ w< g H V W, 1- 0 Z H D 0 N D H, W W ` IL 0 Z ' tie 0 H z COMPRESSION TEST RESULTS SAMPLE I.D. SIZE AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LBS. P.S.I. A " X i•z. 28 ' 1 - 4 " (o12 7 11...((uo uzs° c vc — $ zcs, -LI. i ti 3 2 1' -t'19 ce r� c7-10 J IA- C Z� , Z� %. i (-is 3s0 S t cto 0 lk '" 7 N c+ p:sc,c�( • SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NEO CAP OTHER IN ACCORDANCE WITH: ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM C -31 o C -143 ❑ C -172 ❑ C•231 o C -1064 ❑ C -39 ❑ C -1231 0 0 7 1/••• TIME, TEMP . & 7 t - 5 DATE j MIXING A (�_� DESIGN SAMPLE WEATHER Z l CAST \D/ «° PLANT 1 *' k STRENGTH Fc 4Zew TYPE C- `( Cis PROPORTIONS: CEMENT C'SE AGG. FINE AGG. WATER ADDED ADM TUR MIXTURE ADMIXT RE a-.Y MaAc it, AD nn 44.. t m .4 4.mt (il) I 2. . 7C t0c6h4... b !C' L N TYPE OF CEMENT / CONC. TEMP. �� SLUMP . i ns. AIR 5•co % QUANTITY ,/,' �.- Cu. Yd. TRUCK .4 TICKET H 52 5 °�9 SUPER PLASTICIZED SLUMP MIX q e:XsAb N- POUR LOCATION AND NOTES: - C DATE RECEIVED: / x/17/06 Li t.1e... ,` - 3 ' -co N . ,....3J ! (n -A ` c 13 s c- L_ ?�./..,c.;�� - C ie - aRt . , - =� AS k :.- A pALc t� —ism- - i vmeL3 . pk•' l_l c___Az..... C-��G'.. CUI.X.�e. cG %.L..0 =Aw --C`� 4, * � ea L ,7 — EQUIPMENT IDENTIFICATION AND S /N #: COPIES TO: I MAILED: I INSPECTOR: 14., DATE: fortm i %%ii r te / "� % ., ITEM P T ,,/ii/ j� /% / % ' / j� / / /f� NOyCONF9RI :; /%% ,17v:/� /• ,. OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER FIELD CONTACT: ( DATE: 9,. /O /�b1� 'This report is provided for the Information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except In lull, without the lull permission of Professional Service Industries, Inc., is prohibited' 'This NAME ON G ST OT MILES kJ. t'1 iv.�(L -.= Q . 5....o � ' ; 4 5 ^7 2. certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or TOTAL HOURS 2/_ N I i 7 Information legNIM To Build On Englrumuf g • Consular* • Testing SEATTLE DIVISION EASTSIDF (rIVISION (206) 282-0666 FAX (206) 282.0710 (425) 485 -1244 FAX (425) 485 -3611 acceptance of other associated work or a warranty of design or workability of the specification requirements.' NOV 2 0 2000 TACOMA DIVIS�OJ' { SION (253) 589.1804 FAX ( 25'4f51f9•��7tr�Or(�DIJ/�33i711 V18 FAX (503) 252 5608 PROJECT,NO. :,/ PERMIT.'-NO / CITY /'/ / / •./ ENGINEER///:' ARCHITECT ; , /. / CONTRACTOR% PROJADDRESS 742. -CGZ f I DATE ! o7(Co1 D'z�u _ •-a t Go W.0.• 4 7 ? z c am.. 4 Certified Report by I ,, Professional Service Industries ►� ` I Date 1 RECE VEP CR - J SPOKANE DIVISION (5091535.3571 FAX (5M1 535.1267 PENINSULA DIVISION (360) 297.8821 FAX (3 1297.88 z W 0 0 co 0' co co cu LL W o ga LL Q = W' I . z � o : ° . O co W W' F- H O: iu U = . O �- z - Information ILIZNZU To Build On Embalming • Consul** • T..dng SEATTLE DIVISION (206) 282.0666 FAX 1206) 282 -0710 EASTSIDF I )IVISION 42514854 RECEIVE"_ ' N O V 2 0 2000 TACOMA DIvi ommuNIDISORTL 89.1804 F \V?'iii f b 40) 841 acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries frt- SPOKANE DIVISION 15041 515.1571 FAX 5041 335.12n? PENINSULA DIVISION Date $•2i'na SY7 r ' *ug,•cmescwn. .«wn »ua�x +§ 7lyAS '+C"H'?!!:j?R;;K1"c�1,;Yr'M.fP' - _• � � '1f. re UG N 1 21 W 0 g J co D ;. Z � 1-O Z W uj n co 0 F- W W I H L — O Ill Z OF Z __ ff , n.,. , w, • • "° , 00,0 •„ •is r VA AI • 1'97 9 i. V;P J �OQR�SS: %% j / % / -W' kTTE ON' 4 irii �: /,� / ,PROJEC Cj;% .1 . a .. • , . , PERMIT NO ,,; ENG ) . . ARCHITECT CONTRACTOR ' Std. 2 DATE .. 2 Car) Wit- ± W.O. ..''rri,� , C // ` MC co4R1`ffy ,i r rau mi PROJ.'ADORES "-. i COMPRESSION TEST RESULTS SAMPLE I.D. SIZE AREA (SO. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LBS. P.S.I. Ci r -Z .X 2 . L o i U'I 'L70 4t "0 31 e I ICoz' I(�zo •C 2•�3 C'R l 1062 _ ! t?oloc- �8 CR l lob7- }40 SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NEO CAP OTHER IN ACCORDANCE WITH: ASTM ASTM ASTM ASTfy1 ASTM ASTM ASTM ASTM C-31 C- 143(`K C -172 C -2 C•10645' C -39 (T' C•12310 0 TIME, TEMP. & a DATE MIXING _ DESIGN SAMPLE WEATHER U• OR H CAST I 1 I e2' G• 7 PLANT r/1 1 LA'S STRENGTH F 1 7 obo TYPE � X I2 PROPORTIONS: CEMENT C'SE AGG. FINE AGG. WATER ADDED ADMIXTURE ADMIXTURE ADMIXTURE No (45E(GI3fS GLI) l \s L i 1 >/2 TYPE OF CEMENT _L-1 CONC. TEMP. 57 -r SLUMP ins. AIR % OUANTITY30 ( 8 ( Cu. Yd. TRUCK C. 3 ( TICKET a Sze 35' SUPER PLASTICIZED SLUMP dk,--/4 MIX it QJ 55 POUR LOCATION AND NOTES: DATE RECEIVED: 3/67'D 1/ Z EnA)GEA) boo A•9 1 -2 F=Rorn mimic i.I ra 2 s• - ! _ / 4 0 __a::aI . �S t r ._•. �� ••. `: w . ' i . ► . • A I l F.1_ \ r I M ♦ ng f. _ - C - r c Co i /. t to VEC/i /I e` /i ce /I EQUIPMENT IDENTIFICATION AND S/N #: COPIES TO I MAILED : INSPECTOR :j DATE: , ' ' ! ' -. %.. 0;.' , • % %,'/ T, �- ITEMS- IN,SP,ECTEp.TO'* APPR01l D P A �j9 E. j „/. / j' ' " • '; " • % - ! ; T > • .% ' t NONCONFORMIN G I %./• ! ! /Y / 1 �D Z � OWNS R ENGINEER ARCHITECT CONTRACTOR e UILDING DEPT. SUPPLIER G(1 F l CONTACT: DATE: This report Is provided for the information of the client only. The reproduction of lh eport, by any method, and its transmittal to a third party, by any means, except in full, without the full permission of Professional Service Industries, Inc.. is prohibited.' 'This certification attests to the accuracy of the results obtained from the test NAME ON OFF ST OT MILES • )ARD � � i I ob l actual performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval of TOTAL HOURS - Information ILIZNZU To Build On Embalming • Consul** • T..dng SEATTLE DIVISION (206) 282.0666 FAX 1206) 282 -0710 EASTSIDF I )IVISION 42514854 RECEIVE"_ ' N O V 2 0 2000 TACOMA DIvi ommuNIDISORTL 89.1804 F \V?'iii f b 40) 841 acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries frt- SPOKANE DIVISION 15041 515.1571 FAX 5041 335.12n? PENINSULA DIVISION Date $•2i'na SY7 r ' *ug,•cmescwn. .«wn »ua�x +§ 7lyAS '+C"H'?!!:j?R;;K1"c�1,;Yr'M.fP' - _• � � '1f. re UG N 1 21 W 0 g J co D ;. Z � 1-O Z W uj n co 0 F- W W I H L — O Ill Z OF Z COMPRESSION TEST RESULTS SAMPLE I.D. SIZE AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LBS. P.S /9 4 Z / 'LS , s-,- // -/ 4 7 11,44 40 40 541 • .4 6X / Z 'L& 31. /j- 2Y 1i4�.lib se 1.0 J it G, 4/ / 2.., U. $74• / / -o2•e10 ZY I : 'ATO Cis I 0 1 W -. /J G A' / Z 4 o f sa0.4 �^ I SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NEO CAP OTHER IN ACCORDANCE WITH: ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM 6.74-5 C C C C ' -172 Er -143 El/ -231 -1064 f— C 33 0 C -1231 0 TIME, TEMP. &/ /J, /, _ DATE /O_� -� 9 dOG MIXING PLAN T //L SSG DESIGN /O e7 O SAMPL;. 'VC' � WEATHER (r •'�G 4!/x(¢7 /� CAST ` z PLANT STRENGTH F TYPE (�� PROPORTIONS: CEMENT C'SE AGG. FINE AGG. WATER ADDED ADMIXTURE ADMIXTURE ADMIXTURE 6 ,S /$ y l27 ' Gr 640e. 2s`at '4 Avd. 0 6" TYPE OF CEMENT -.&- CONC. TEMP. r. SLUMP « 0 ins AIR • % QUANTITY /- k o Cu. Yd. TRUCK 0 3/ TICKET 8 .6^Z 4 .94" / SUPER PLASTICIZED SLUMP 4/40 MIX U " 440..,.....:-- POUR LOCATION AND NOTES: DATE RECEIVED: /0 0 06 c a 4/ cero 9 9 ,o' C.v / 4 /- �'00 7' /�y -a•: c 774'ov. f ipz,, w 4-'_ 6, ..,7 70 r 4/ � �'`lG ��� 3 Lc+ /4f /9- �i. ?-Y 1�y ' G.6C ce //,c24* G /t c- `G2-4 G-" GO 4COZ/ c41--' i"52-GseIisv o eGce' /-sf, vim'' ": A 3 -,/? P 1. /Z40/ EQUIPMENT IDENTIFICATION AND S/N : COPIES TO: I MAILED: I (Q. • /O -CIS =ZOOo DATE: ' %�' '���// i'�/ / trE I APP , OV D P .. , ' �//� � E� ' � � / , � � /% / „ �%' jy /: NOryCQN )2• ; � j/ i .” . Q- ir. OW .Z � OWNER ENGINEER ARCHITECT - CONTRACTOR BUILDING DE • SUPPLIER LD CONTACT: '^ LI `O" OS OQODATE: . _ D 1 S 1°° 'This report Is provided for the Information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in full, without the lull permission of Professional Service Industries. Inc., Is prohibited' 'This to the the from NAME ON OFF ST OT MILES <0 Y (i�7 442e9ei r•Q 7'6 certification attests accuracy of results obtained the actual lest performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in Inspection, approval or r TOTAL HOURS C' 7r•U ly/ _A - Information To Build On Engfn..r* g • Conaul* g • Tblfif►p 7 &t' 72 ..e&o& Ae7 fw./., Av-vLoG�.�Cc. l dECT,IO ' r �• NO. ENGINELF% ARC CONTRACTOR! OJ ?s CP•e/ DATE /O-as ooh t>. e la/1# / C C- - 6' G � 4� feo/ e4v ov 2, Aroe SEATTLE DIVISION EASTSIDI) I rIVISION (206) 282 -0666 FAX (206) 282-0710 (425) 485.4244 FAX (425) 4854611 acceptance of other associated work or a warranty of design or workability of the specification requirements' Certified Report by Professional Service Industries 1Z Dale E RECEIV CR - 1 SPOKANE DIVISION W (50913J5•J371 FAX150915J5•I ?67 T,>I1�DI�IS1�1 � PO RTL , D DIVISION PENINSULA DIVISION 3) 389.1804 FA\ 53)58 5031 254• 8 FAX 1503) 252.56118 13601297.8821 FAX (3601297.8828 (25 • hYMt.[nj/S ce 0 O , W W iW w 0 u. 92 a W j ; D o 0 N 0 I- W W ': W 0', v Cl) O z ram- i Information Lite m1 To Build On Engle . mitg • Consulting • rutting SEATTLE DIVISION (206) 282-0666 FAX (206) 282.0710 EASTSIDE DIVISION (425) 4854244 FAX (425) 485.4611 RECEIVED NOV 1 3 COMMUNI (253) 589.1804 FAX (253 TACD „ADIVISI igygLOPi 1.6 I1tD UTV ISION d FAX 1503) 252-5608 . X3 SPOKANE DIVISION 15091535.3571 FAX (5091535.1267 PENINSULA DIVISION 1360) 29743821 FAX (3601 297.8828 Gf /I 7Gr n d /U u Gl /Idi ✓.w i 14../Zer � CGa tti tM fh . R`',Pi /AV - a e Cem ID RE ATTE P! L D PROJECT NO ' PERMIT O ./, CITY • ENGINEER; % ' / CHITT) / CONTRACT9R / .ii; pF ADgRESS 79z - / DATE / / - 2 •60• t?;(. .0. Vi: Z? 3 774 4k (//a ‘1/,e . /mg C44,tizq /j � got /.> ,ida v t,,r /'14 &A r.r D REPORT acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries h Date V P ,�1/ r r,l) � J /¢. 6 J, 9 art /r tGa� 1; } 1 � 1 f , �/, r �. �L ifyrn //ii G/�/44v /.� to ( 7, , / , t / �i� C» - )s �r 74./)..- VG Ti , . :!r..J, Gr /3G, Sri Gee.: / J'Til l � . it 1 e'ioJ . ■ ki EQUIPMENT IDENTIFICATION AND S /N #: /J/ COPIES TO: I MAILED: I IN PECTOR: F IDATE !% , %%% '&. .' jj ITEMS j; APP.F OV D ;.T I S� R):;.,.. ,� /,� f : /, / 1 /� / ; ,'7 - / 1 ' : / i // / / � / -2 /./' �/% NONCONF9Rl)IIINC I �� . "4/ /'Z' /o il OWNER ENGINEER ARCHITECT CONTRALTO BUILDING DEP SUPPLIER I ELD CONTACT: I ( DATE: - 'This report Is provided for the information of the client only. The reproduction o is report, by any method, and its transmittal to a third party, by any means, except in full, without the full permission of Professional Service Industries, Inc.. is prohibited' 'This to NAME ON OFF ST OT MILES 3 r00 i/h 7. n Q .2. - G o certification attests the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or / /f TOTAL HOURS 2. ram- i Information Lite m1 To Build On Engle . mitg • Consulting • rutting SEATTLE DIVISION (206) 282-0666 FAX (206) 282.0710 EASTSIDE DIVISION (425) 4854244 FAX (425) 485.4611 RECEIVED NOV 1 3 COMMUNI (253) 589.1804 FAX (253 TACD „ADIVISI igygLOPi 1.6 I1tD UTV ISION d FAX 1503) 252-5608 . X3 SPOKANE DIVISION 15091535.3571 FAX (5091535.1267 PENINSULA DIVISION 1360) 29743821 FAX (3601 297.8828 Gf /I 7Gr n d /U u Gl /Idi ✓.w i 14../Zer � CGa tti tM fh . R`',Pi /AV - a e Cem ID RE ATTE P! L D PROJECT NO ' PERMIT O ./, CITY • ENGINEER; % ' / CHITT) / CONTRACT9R / .ii; pF ADgRESS 79z - / DATE / / - 2 •60• t?;(. .0. Vi: Z? 3 774 4k (//a ‘1/,e . /mg C44,tizq /j � got /.> ,ida v t,,r /'14 &A r.r D REPORT acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries h Date CAI - e-t ?/LJ 14./1.1f.Y2 C ,e n r.r '1 / ()n/ o /J /a R.� L 4) e /..b �[.. -r' ,. � If /4,; / e1 ./) / - , �. , , ,. / , .. _ .. .. > hJ { /7 6 �.d,/ EQUIPMENT IDENTIFICATION AND SIN#: // /I COPIES TO: I MAILED: I PECTOR: I DATE: ?% % % % - %. %%% %%% IT E , M S ''INSP , ECT) D;;T l RO OWNER / ; % r " ', : ,/ ,' / / •// / . 4///n i :*; i �NONCONF9RMIN4C �/ ;; j . �. -A,P ENGINEER ARCHITECT CONTRALTO BUILDING DEP SUPPLIER F DATE: /� �„iy� /� / n 'This report is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except In full, without the full permission of Professional Service Industries, Inc., Is prohibited.' NAME ON OFF ST OT MILES j 7. OQ 8.'3v l' G 0 This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or n TOTAL HOURS J a' i i Information /rTD To Build On Engh ..s*,p • Consulting • Mating 6 2 110ii /9 LD REPORT .8418 FAX SEATTLE DIVISION (206) 282.0666 FAX (206) 282 07 EASTSIDE DIVISION TACOMA DIVI 10 (425) 485 -1244 FAX (425) 485.4611 (253) 589.1801 FAX WW2"— . acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries TS • 98.1 9 re11.61490'l 4rwiwrooRKYrowne uarrifx..w a sw.A nc+r..m,,,,,r n+x,nv RECEIVED. NOV 13 2000 RTLA, FR JdfSION 1503) 252.56118 SPOKANE DIVISION (509) 535.3571 FAX (509) 535.1267 PENINSULA DIVISION 1360) 297.8821 FAX 1360) 297.8828 Data ci.3 I j � %� j• i 10):I E( 5S: j � %i � � %� /�� / S ITE I , % / � - I . I � rT•/ / ,y tt P E RM IT N CITY / ' , E,NGINEER j AR C0141.6405)) j . - . DATE '• - ;, - 0• -• �i , 1 /1 , 0 _ � . '; � / / ,,, - - 2�2` O. / !� / / , IIIIIIIIIMMENIMMEMEI EQUIPMENT IDENTIFICATION AND S /N #: 4-a . ,// DATE: %; .? V. %%' ITEMS; INSPECTED / APPROV D jP E LA . S 9R :/ „ /.•'�� / % j .% �•; O/ %,, ce / / / /// , % . 9NCONF9RMIN. C� /�/ % / i � ;/ ' ' . . all -.CZ/ 71 J it ly 1// J Gat.L u /iii _ .,/,..4. 1 i') .G G ../7-,4 in :).7, 1_ g.41, ,(1'J c . ti, o� v#74: � t / / He 7 v-14.i." r? s n c• ,(_1.,;/././ .- fi- .1.4- .1.4- /o.reel∎ .0../i, 3.La fc� p :'i /L Ai, A g 4 , 9 -- ✓1'I<. /, - r a_24/ 40.-,� i 4 1/ -- u) / f (7,,-,-.,-__74)4 in I o.i 1-4/h c .,A if ).eav fai[ e_1..-- Az -4) fa - ,=, i f 5 A. /- / .1/✓7 /?'h s 4 /4,44 5 40 - 0. ;te e IJ! 4. L Y 11 S 1 4j s - 2 -it / .S Z/ / 4 �JA , i i ../ i e J ' r� EQUIPMENT IDENTIFICATION AND S /N #: 4-a COPIES TO: MAILED: INSPECTOR: DATE: %; .? V. %%' ITEMS; INSPECTED / APPROV D jP E LA . S 9R :/ „ /.•'�� / % j .% �•; O/ %,, ce / / / /// , % . 9NCONF9RMIN. C� /�/ % / i � ;/ ' ' . 'U! VI CV, d / ' - 2f - e ' OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER - A LD CONTACT: DATE: ji p 9 /0 ?0-"0 'This report Is provided for the information of the client only. The reproduction of this report, by any method. and its transmittal to a third paAy, by any means, except in lull, without the lull permission of Professional Service Industries, Inc., is prohibited.' 'This NAME ON OFF ST OT MILES - G: 0 0 7.30' ,zyl 4.0 certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or n TOTAL HOURS zr "L arVal Information -� 1 J To Build On Englmoting • Consulting • Tasting TS • 98.1 SEATTLE DIVISION EASTSIDE DIVISION (2061282.0666 FAX (206) 282-0710 (425) 485-1244 FAX (425) 485.4611 RECEIVED _ FR " 1 ?_ 9 NOV 1.3 2000 TACOMA DIVISION PO (253) 589.1804 FA 31 254.841 LD REPORT ISION X 1503) 252.5608 SPOKANE DIVISION 15091535.3571 FAX 15091535.1267 PENINSULA DIVISION 13601297.8821 FAX 3601 297-8828 Certified Report by acceptance of other associated work or a warranty of design or workability of the specification requirements.' y Professional Service Industries Dale z cr W Wi w : W O -71 3 Cy , I- 41 Z . I- O z U 0 ' 0 N , O F- ': W W: I- V o .z ' O z - �+ i Informatio, LIF"..,ZU To Build Englneoring • Consulting • Theting SEATTLE DIVISION (206) 282.0666 FAX (206 282.0710 CU iii i /. DRESS ',4, , .;ATT 'ENT PR (EC TS - 98- t Certified Report by Professional Service Industries EASTSIDE DIVISION (425) 4854244 FAX (425) 485 -4611 C TACO\ (253)589 -1804 associated work or a warranty of design or workability of the specification requirements.' RECEIVED MR U2( NO 3 2000 SPOKANE DIVISION 15091535.3571 FAX (509) 535.1267 v • MU {p �� I I FOR VISION 1 OP EJ!R54.8418 FAX 15031252.5608 ,J PR E .% PE 7 //% %j / ill �.►OT 130/TCR - �4 /ANI COMPRESSI TEST RESULTS PENINSULA DIVISION (3601297.8821 FAX (360) 297-8828 DATE Date SAMPLE I.D. TYPE GROUTED SIZE ( L,W,D) AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED LBS. P.S.I. AV OM INICSOnie N 2 31ty L A l Oh 7 ''1590 I4 fo0 15 4 �'IRdz72 iq 3414 1 r Q o 2A 4570 znttc) J H MRo�72 .L ' ' rl Q� aD l 7 1380 23x0 J N SLUMP DESIGN ASTM C -143 MIXING PLANT / TRUCK# N�A TICKET# Alg 150 a STRENGTH F GROUT CEMENT C'SE AGG. FINE AGG. ADMIX MIX# PROPORTIONS Q N 5 1 T'E GROUT CEMENT C'SE AGG. FINE AGG. ADMIX MIX# PROPORTIONS ASTM C -1064 ASTM C -1064 TIME & WEATHER MORTAR TEMP. GROUT TEMP. DATE RECEIVED SAMPLED AND TESTED MORTAR GROUT PRISM OTHER IN ACCORDANCE WITH: ❑ ASTM C780 UBC 21 -16 p ASTM C1019 0 UBC 21 -18 0 ASTM E -447 0 UBC 21 -17 0 Q � ( POUR LOCATION AND NOTES: / � • � as. • iu� - II.Eca 1 V 1l EQUIPMENT IDENTIFICATION AND SINS: COPIES TO: j MAILED: I INSPECTOR: DATE: % 77% / 7 % rwP��'# ,p er / AP,�i ' OVa "P / Y / j: % /., //-L /, // / / .. ONS-' , MIN �' /x / ' /./M/ / / /�� / / , /� � 0. /0 ran // OWNER ENGINEER ARCHITECT CONTRACTOR B UILDING DEPT. SUPPLIER D FIEL CO CT: ATE: `— ' — 'This report is provided for the information of the client only. The reproduction of thi port, by any method, and its transmittal to a third party, by any means, except in lull, without the full permission of Professional Service Industries, Inc., is prohibited.' 'This certification attests to the accuracy of the results obtained from the actual test and/or observations NAME ON OFF ST OT MILES performed made within the defined scope of the work. Certification shall not be construed to represent In inspection, approval or / ye TOTAL HOURS - �+ i Informatio, LIF"..,ZU To Build Englneoring • Consulting • Theting SEATTLE DIVISION (206) 282.0666 FAX (206 282.0710 CU iii i /. DRESS ',4, , .;ATT 'ENT PR (EC TS - 98- t Certified Report by Professional Service Industries EASTSIDE DIVISION (425) 4854244 FAX (425) 485 -4611 C TACO\ (253)589 -1804 associated work or a warranty of design or workability of the specification requirements.' RECEIVED MR U2( NO 3 2000 SPOKANE DIVISION 15091535.3571 FAX (509) 535.1267 v • MU {p �� I I FOR VISION 1 OP EJ!R54.8418 FAX 15031252.5608 ,J PR E .% PE 7 //% %j / ill �.►OT 130/TCR - �4 /ANI COMPRESSI TEST RESULTS PENINSULA DIVISION (3601297.8821 FAX (360) 297-8828 DATE Date SAMPLE I.D. TYPE GROUTED SIZE I L,W,D) AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED LBS. P.S.I. /l1.4 2x cyL iuo ZxL 3: I� /0 7 u 2-30 f :35 Qk till 14D6 3.14 / ( o o 2S X034 142.0 "4; MRI4bb - r 3:14 /I et, rac zfr3 S'1 fo0 tV3 c\ H isrVin7 Information T: To Build On Enginswrling • Consulting • Theft A. • •!VISION - �s 031254.841* FAX (503) 252.5608 NOS'' Z "O SEATTLE DIVISION EASTSIDE DIVISION (206) 282.0666 FAX (206) 282.0710 (425) 485 -1244 FAX (425) 485-4611 IE ,T; /, /. Certified Report by Professional Service Industries p rieglifterROMMWMAISIMMOrriifte$Y , 10ArtrWrwro r formirrniwoMerINV x RECEIVED NOV gg 1 3 2000 TACrQEk$P2IWPy p 1253)S89• J PR COMPRESSION TEST RESULTS made within the defined scope of the work. Certification shall not be construed to represent In Inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements.' M SPOKANE DIVISION 15091535-3571 FAX (509) 535-1267 PENINSULA DIVISION (360)297.8821 FAX (360) 297-8828 DATE SLUMP MIXING GROUT PROPORTIONS CEMENT � 1 '1 0 Al 19 SAMPLED AND TESTED M RTAR TIME & WEATHER G. IN ACCORDANCE WITH: ❑ ASTM C780 UBC 21 -16 POUR LOCATION AND NOTES: T � OWNER GINEER RCHITECT I MAILED: CONTRACTOR BU ILDING DEPT. SUPPLIER DESIGN TRUCK# TICKET# STRENGTH F 1 ASTM C -1064 MORTAR TEMP. Fl GROUT 'This report Is provided for the information of the client only. The reproduction of this r transmittal to a third party, by any means, except in lull, without the full permission of Professional Service Industries, Inc., is prohibited' 'This certification attests to the accuracy of the results obtained from the actual test performed and/or observations NAME ADMIX MORTAR CEMENT ' C SE AGG. NE AGG. ADMIX PROPORTIONS 0 q I ASTM C -1064 �f GROUT TEMP. PRISM ❑ ASTM C1019 El UBC 21 -18 ❑ ASTM E -447 ❑ UBC 21-17 2'5.,r OA, SI re" it' 67Ocal ii 44'c'rr,sit:7 or Ni z.,'1- 0 & 1•14.16- S f,�2 /Mc.�N L.�Sr�vrl9Fii �S A- r2YRQo/ 0EP A!?.cA rieoor 5" 1.1a) EQUIPMENT IDENTIFICATION AND S /N #: N/ COPIES TO: q I INSPECTOR: IDATE: /ihA t- � ohil FIELD CONTACT: tivv>,- Cazike, p79/0 O e on, by any method, and its 'iTg s IN ,SPE,T ffi, .0 Di41 of (AJ'3L f) t12,1f.•, Lthuctt ON MIX# MIX# DATE RECEIVED OFF !' ct5 OTHER 0 ST 8 OT 1 iz I (� MILES TOTAL HOURS Date n∎••∎r r . dmro.»xarr MA i O7 GR)ur Y 64 ke. -0 r„, t9 i61/71 7 s'tsl'• "30c40 34- Mk 14101 w, °• . Ism, /5, 9s 11 Z. /o 4 tici. JH N1R19b/ ''' 4'4"/4441 '.. Z0 , S4 ll /07/470 Z8 10 4 70 3430 3 4 19 c DESIGN SLUMP (,1 1 MIXING PLANT 7 i 0Aic LLNAN1 TRUCK# �� TICKET# I 6 r E-�i" STRENGTH F 2- a ac' GROUT CEMENTp,.. t ¢ C'SEE AGG. FINE AGG. , ADMIX MIX# ir PROPORTIONS C 50 9 33 7 -.14 - MORTAR CEMENT C'SE AGG. FINE AGG. ADMIX MIX# PROPORTIONS n 9 t1 / J ATM C -1064 ASTM C -1064 TIME & WEATHER l t 1 LOXI 59 MORTAR TEMP. A0 GROUT T ff DATE RECEIVED SAMPLED AND TESTED MORTAR GROUT PRISM OTHER IN ACCORDANCE WITH: o ASTM C780 El UBC 21 -16 0 ASTM C1019 clOUBC 21 -18 0 ASTM E -447 El UBC 21 -17 0 POUR LOCATION AND NOTES: . S.1- c as S I rs -to�F 6 � I D G fk ou 4 Lea c.� ne) o' n) i � :3 R° t � i� Reno-1, CV ✓reset I'D 1-7 °L MCA.* P Wo1MEJ Ppa CTt Rac-,u► t k Dom! C• /4 PEA ON /6Ui :-g f 5 C.t Ne m i4 p p e c u . i i 1-:A., 1.4 _ I iQ i p/V 0 . 7�,�.4�-z) e LCA/V 1-1, E eR 5963- pA i Ai pyee eiQ /6!' rl'oNS .. c o ,v, r62 - c t^ .. 14 LS c) Gle.%90T b r M A a: L _ o cal./ _. • - • • - tea* U = C/ l G V I apAr1o! 1 . EQUIPMENT IDENTIFICATION AND S/N #: COPIES TO: MAILED: I INSPECTOR: DATE: ",� t/,. %,, % / ..0� j/ %' S IN S c I rg INSP,EO , a;T , 'APPP OVEED; . ' N ! �i / ;� / / ( �!g �� // j / j % • "' -% �.-:,/,///.',../.,. , �/ ; 'NOC N RM,./._...:;,,,,/. . % N F //:7.' , . 9� , � // � / // � • l Q ) /0 /n / •-.� OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER M1 / FIELD CONTACT: DATE: �.� -�c.�, ( /12 0 /,t w o � This report is provided for the Information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except In full, without the full permission of Professional Service Industries, Inc., Is prohibited.' This from ON OFF ST OT MILES j . e LSD / Z % 4 • certification attests to the accuracy of the results obtained the actual lest performed and/or observations _ made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or j Er 1 1'2 CI q TOTAL HOURS 3 rra Information To Build On Engk,N,Nrp • Consulm,g • Testing SEATTLE DIVISION EASTSIDEDIVISION TACO PORTLAND DIVISION (206) 282.0666 FAX (206) 282.0710 (425)485-4244 FAX (425) 485-1611 (2531589• 1 tti IITY 1503) 254.8418 FAX (503) 252.5608 ��� LLL ��� ��L • lf,0 PERMIT NO . CITY / ENGINE ARCHITECT'S CONTRAC PROJ AD6RESS 747. - DoZ -I 1 DATE ie I i o , oO 2ere w.o. ict i Lea, 141(Z141� r f'r1, -5c oky got Artirov6R pAPlo E - COMPRESSION TEST RESULTS SAMPLE I.D. TYPE GROUTED SIZE ( L,W,D) AREA (SQ. IN.) DATE TESTED acceptance of other associated work or a warranty of design or workability al the specification requirements.' Certified Report by Professional Service Industries RECEIVED NOV 1 3 2000 AGE AT TEST MR ULTIMATE STRENGTH LBS. SPOKANE DIVISION 009 )535.1571 FAX 15091535.1267 PENINSULA DIVISION (360) 297.8821 FAX (3601 297.8828 CHECKED s r t Date , CLIENTjo� P�El s j j� %� /�% "/ / i EN ,3 % iO' // � C 3' ,,,.,•,, ; / /,.1c, ,P-aZ d!./.ruCO J CT;NO:; PERMIT NO/ ;? ENGINEER j ARCHITECt � . 'T9?- OO2 // DAT EId-e' -dv4 T'/A5 ' O ":Zl' V O .«F#/ /ft'� 4Z C. ,� Ae, A' ,/4" IdOL/ 4 G. 41 CO NTRALT O ,76i'i - 7- ,*t'4D PRO..., ,.,. J ,A ' de P62,e 1 ; COMPF1ESSION TEST RESULTS SAMPLE I.D. SIZE AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LBS. PSI 7 f6 / V . y4, % 7lo-OG 7 1053x0 3100 Jet '- , 4,e l 21 4.1 (a // -4 5 1e)0 ZZ , 3G„S30 4�SO0 JN- U � Z 24 L w //-04-04 Z� 13'1 Qft� wB�ZD J N. GA' /Z a:s�:.,, , SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NEO CAP OTHER IN ACCORDANCE WITH: ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM C -143' C -172 LL}/ -231 - C -1064 �- C -3912 C- 1231® 0 DATE ��C WEATHER P,fQ �� ... CAST • / 0 � Z �� PLANT T / " " TR NGTHF �DOe • TYPE E ' � /Ar / 'L PROPORTIONS: CEMENT C'SE AGG. FINE AGG. WATER ADDED ADMIXTUOE ADMIXTURE ADMIXTURE �16 D'.4lk /1160 4 akosi., ,YD 2t-de- / , f f ,�,1'or Af.�67 TYPE OF CEMENT CONC. TEMP. 6�f SLUMP ins. AIR Ce:'O % IDUANTITY`D� Cu. Yd. TRUCK 4/ r � ,..4 TICKET # ' SUPER PLASTICIZED SLUMP y,� MIX # 0 AI � POUR LOCATION AND NOTES: DATE RECEIVED: / Q / 0 c dyce 7 Gd Ce��7' /7 - /,f/ ,t?c or- l T FDd / 4/&J ,9y # I, , _ 9 �? /=- � re. �'; /ia/ (oat bl ,), y C ci' _ ,q_ fl /, )2.2. /12 y, « - ,kf 571 I�i240 ) ,62 /1� .v's ��� ec� �o4� Co4 r /x/16 Ul /r! r:.���!d L� / OL, �itt / �, - EQUIPMENT IDENTIFIC AND S /N #: COPIES TO MAILED: I s, !/ -Qp D (D ATE: "' %, - /. � o%� % reMS 1�!I_REP , A , APPRQV.E � S�/ pp ,,�� / i j // / / / / ///, ; / ./, , j 1YY� �, , i 7sj'X j /� � '�, % ///(''' / �� 2 NCON% /,� / %YYY / %�� / %� /17 %NO� / ;iii � w 0 1%'''Z// _ -� �G ice% OWNER ENGINEER ARCHITECT CONTRACTOR DEPT. SUPPLIER Ell) 1 CONTACT: I DATE /o / "I/ o 0 _ BUILDING 'This report Is provided for the information of the client only. The reproduction of this report, by any method, and Its transmittal to a third party, by any means, except In full, without the lull permission of Professional Service Industries. Inc., is prohibited' 'This certification attests to the accuracy of the results obtained from the actual test NAME ON OFF ST OT MILES 5' 1 /Y, ;0d /f � a:= g w ye' l�y ! w 6 performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in Inspection, approval or / /I TOTAL HOURS (� / )r•U /� - !4 { AnM�� Information RECEIVED /r To Build On Engln..mN,g • Consulting • Tinning DIVISION (206) 282-0666 FAX (2061 282-0710 Certified Report by T S • 08.1 I!ASTSIDii I IIVISION 425) 485 -4244 FAX (425)485 -4611 NOV 1 3 253) 8 � 1�j�141211 )I VISION CR SPOKANE DIVISION 15711535.7571 FAX 15(191535.1267 PENINSULA DIVISION 'r acceptance of other associated work or a warranty of design or workability of the specification requirements.' Professional Service Industries r Dale + mllMrttS# ?I! lNils< M' rts�emMr+K r,+ r!<r+: envsra:rrp..:tnw�+++�,re , yap- e +x,M�:av,�+^x.rr,;;,.'!z.rt!;fss r?:.:trcz;s�Fwr.. say+ r.:..._.:.__; ��' t":" i? �E�t ,.1c.,....,A:. ;.rmw a rt' r R � ±a pra i Informatio,, �� To Build N �IdOn Enghn..rh g • Consulting • Testing SEATTLE DIVISION (206) 282.0666 FAX 12061282• Certified Report by Professional Service Industries TS • 98.1 FASTSIDE DIVISION 1 5) 4R5 -0 RECEIVED n . MR Ui=' NOV 13 2000 ' � TALC tA!5 Y UN TLAND D `t SION SPOKANE DIVISION 150or 535.3571 FAX 15173) 535- 1267 Date ea z w E 2 v$ CO Liu N 9 N t1- W Q : rn W Z� j : D Q; O • u) O H W W Z (- -- u ' 0 W Z VN 0 Z ., »•„ »o, uu 3)25 -$ 1f1F 5031 1ajr�nv- tstjim1,.(I3,75�11:39 ,: jf5� 2 .. •• 2 •.••••yaw,. ` �' f3601 97.88.1 FAX f3(A) 297.8828 ;CLtENTi � � % ,d� $ % /� .. i / /•/;,'; ; " / � 4 / / ' y� /i / , / " i // A7-E iioll fTION / /� 1 .�77O , ice P .1 � f � ( + ( - r � ' • . ` ., :: PRc JE NO �. DATE - ®a`OOO.� - Wh1 RKOReER = PERMCT%NO✓i % �� mom. ' . - 1111 _ 4 ,;..,-.,,./,-;% � � -' : 8 : E � ! ', C i . ; • , E , u • I CH CT% CONTRACTO # PFi0J a .. • ♦ ,L, 3 /� SAMPLE I.D. TYPE 1,4 60 7 GROUTED SIZE ( L,W,D) COMPRESSION AREA (SQ. IN.) TEST DATE TESTED ,y" ,R RESULTS AT TEST -1-o /tuna vi i2 j.4 ULTIMATE STRENGTH CHECKED LBS. pgI MRo279 ISM 'E5 s g,44 10 o co - 7 137ZS0 23s'O J Ir! MR o2.-19 .5 44 IQ z4. on 26% 18g0tto . 32 'Z.0 3 N M R 6279 SW. 44 Lo 24 ob 2-F• 'Ili'S8ZD 31. S0 J '4 SLUMP n DESIGN ASTM C -143 MIXING PLANT i'OWI. Wl4 3'f e 7 y TRUCK# TICKET# -�. STRENGTH E b 3 C GROUT CEMENT C'SE AGG. FINE AGG. ADMIX MIX# PROPORTIONS ^ ✓ # I CCS 10 (� LC'1U Z803 , 'z lv 7 O 3%0 GROUT f ,4 r CEMENT C'SE AGG. FINE AGG. ADMIX MIX# PROPORTIONS � `---� a ---- -- I ASTM C -1064 ASTM C -1064 / 0 TIME & WEATHER I - 1 D i/►Jrt C w/7(Q MORTAR TEMP. 245 ( GROUT TEMP. 'P DATE RECEIVED CYC) SAMPLED AND TESTED MORTAR GROUT PRISM OTHER IN ACCORDANCE WITH: • ASTM C780 O UBC 21 -16 ❑ ASTM C1019 ❑ UBC 21 -18 ASTM E -447 0 UBC 21 -17 0 POUR LOCATION AND NOTES: • C r ' 2 r ' 4 ' !i aAlj) 3eflssi4' o kv Lt Ade- / - /L,/ . F•htRe Flo? /SEES' IA IE/2F r "9-57; 1 2 - Ft,1Rr t- �t � I t o t=o vnt.irl� 10 SEA Fie' 12. 7R 7 V Rki4- r /aIJ EQUIPMENT IDENTIFICATION AND S/N #: ii-/N Ibv (' I 0 - zw. 1 COPIES TO: I MAILED: INSPECTOR: I DATE:c *o Y4eGr ' � % /��j' 1TEMS�i�4S „MAWTq / / j; ; , ! ' 0, � CONFORMIW : j % : :, /� � , // �, � (� ,r :&V///%//,. / . .' / ,-/ /! %/. ,NO, coNFO •% // MIy is %//. OWNER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER FIELD CONTACT : 1 ATE: � _ ENGINEER q� 'Th report Is provided for the Information of the client only. The reproduction of this report. by any method, and its transmittal to a third party, by any means, except in full, without the lull permission of Professional Service Industries, Inc., is prohibited.' 'This certification attests to the accuracy of the results obtained from the actual test performed and/or observations NAME ON OFF ST OT MILES L /4, ,,4 / ) made within the defined scope of the work. Certification shall not be construed to represent In Inspection, approval or ���� /d - yrOTAL HOURS acceptance of other associated work or a warranty, r,f a . .. . ,. ............6,.4..x. _,._ -- --Iv ____ . rJ pra i Informatio,, �� To Build N �IdOn Enghn..rh g • Consulting • Testing SEATTLE DIVISION (206) 282.0666 FAX 12061282• Certified Report by Professional Service Industries TS • 98.1 FASTSIDE DIVISION 1 5) 4R5 -0 RECEIVED n . MR Ui=' NOV 13 2000 ' � TALC tA!5 Y UN TLAND D `t SION SPOKANE DIVISION 150or 535.3571 FAX 15173) 535- 1267 Date ea z w E 2 v$ CO Liu N 9 N t1- W Q : rn W Z� j : D Q; O • u) O H W W Z (- -- u ' 0 W Z VN 0 Z SAMPLE I.D. TYPE GROUTED SIZE ( L,W,D) AGE AT ULTIMATE STRENGTH AREA (SO. IN.) DATE TESTED TEST LBS. P.S.I. CHECKED V ■ . ... '' 65 •1.9 661 1111MMIENTEMIffall ref, it /2.-.7bo uz 10 (0 1 Z ' • 2e S8'5•(40 2. VI Z 46 3O b0 J N kd : A .' MRozA -5 SLUMP a AlLrr DESIGN ASTM C -143 I O MIXING PLANTc/Uc ACA TRUCK# 4 0 30 TICKET# t•! sr S) STRENGTH F y GROUT G S CE a MENT C'SE AGG. J FINE AGG. ADMIX MIX# A� PROPORTIONS 5014 Fly$511 9bo Zz2 2 `IQto M ,Zef, 7 0 GROUT CEMENT C'SE AGG. FINE AGG. ADMIX MIX# PROPORTIONS • ASTM C•1064 ASTM C•1064 d. TIME & WEATHER 00x1 / • RA Iwy 5 M ORTAR TEMP. GROUT TEMP. � p 3 DATE RECEIVED SAMPLED AND TESTED MORTAR GROUT PRISM OTHER IN ACCORDANCE WITH: 0 ASTM C780 0 UBC 21 -16 ASTM C1019,UBC 21.18 0 ASTM E -447 0 UBC 21.17 0 DI' POUR LOCATION AND NOTES: r 0 H - F , 'Pr I V i > W a 1 ■r n 5 AR-6 Q i n E p _ R - 4 t &' ', i I i CR o'r W i4 s t 01 . Cailh'S gre, cr Lip hr / -14 t! our : , •• , r . - 4....- . A ' c-c • L b • r .. L 1/ _ , , ICJ+' L Vsa T rz % '• ' . _ • EQUIPMENT IDENTIFICATION AN 1 S /N#: '1' COPIES TO: MAILED: INSPECTOR ; DATE: n j ucc t, ,-� /� , s /SQE D ST �% : OVED�P � N �, E; , % !. ONFORMIN �� /' � � , i //,/ j / may / /��j / / . • / - �itO I4EOft�F9RlyUly f 1C . / ' / ��' � 9 9 op OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER FIELD CONTAC : DATE. 1 C�'.c -K� 9/ 7-.? AO This report Is provided for the Information oI the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in full, without the lull permission of Professional Service Industries, Inc., is prohibited.' This certification attests to the accuracy of the results obtained from the actual test NAME ON OFF ST OT MILES ../D P-441 performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent In inspection, approval or / A -- ,C7/2_1 -7 TOTAL HOURS ; Informatio,. � To Build On ! N Engln..rr g • Consulting • T.sti,p 1M1 SEATTLE DIVISION EASTSIDE DIVISION TACO& Y N (206) 282.1666 FAX (206 282-0710 (425)185-1241 FAX (423)185 -1611 1253) 589.1801 •�TIVIVI � '' •8.118 FAX (503) 252-5608 (360) 297.8821 FAX 60) 297 -:.28 CLIENT/ , !a r 1 G - _- 1L 'L,c , PROJE�°F C):% 2 e• DATE D ESS ' _ I £ 1T ;.....:,,,,,:z"...,,, I `� / / ,� % j L'r' G O�t T P/29,a PR�1,4;;; DDtj„ et01 AtIOOVC 6'A1-1 COMPRESSION TEST RESULTS TS-98-1 RECEIVE NOV 1 3 2000 acceptance of other associated work or a warranty 01 design or workability of the specification requirements' Certified Report by Professional Service Industries PORTI DIVISION MR U2b,3 SPOKANE DIVISION (5091535.3571 FAX (509) 335.1 267 PENINSULA DIVISION ) ^ 26' t t WORK OR P ER Data wrnrr�+i+.re.ac�tntenrrc�r..> 'U v 0 N 0 W O go. u-< O Z uj U � 0 I— Z V W Z : H =! O I... z SAMPLE I.D. TYPE GROUTED SIZE (L,W,D) AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED LBS. P.S.I. - a Lit .,,v. • / ' 14 0 . 7 186 MOO J ki Id: -• « 3. O ..• Z T/10 :NO M : .foe. Miiiii 5.t4 lb .. IWO I : .. J il• N. ' Information Lem oral To Build On Englnoodng • Consulting • Tooting SEATTLE DIVISION (206) 282-0666 FAX (206) 282.0710 4-Attain t NNoL6G.y I Qa AM Ian116P f26( WE4T' ce rr(.E 1 U,len . 9RIg� k'svrA) tom. eP L ')1 0 R ** 14567 SLUMP MIXING PLANT TRUCK# GROUT CEMENT PROPORTIONS MORTAR PROPORTIONS CEMENT TIME & WEATHER 1 _?l) f . • C 7 1 0 t,i3 b D V MORTAR TEMP. 4.3 7 SAMPLED AND TESTED MORTAR IN ACCORDANCE WITH: ❑ASTM C780 . WUBC 21 -16 ck �L.3 3 S g.s- EQUIPMENT IDENTIFICATION AND SIN #: COPIES TO: I MAILED: OWNER NGINEER ARCHITECT Certified Report by Professional Service Industries (425) 485 -0244 FAX (425) 485.4611 (253) 589.1804 F C'SE AGG. C;SE ASiG, CONTRACTOR b uILDING DEPT. SUPPLIER RECEIVE NOV 1 3 2000 EASTSIDE DIVISION TACOMA DIV n p I p , '1F�� f V P iRMIT CITYj� / � ENGINEER. / ARCHITECT % . CONTRACTO ' 414 RIB1b - s 111ACnArR • P.,ROf!ADDRESS L10( A UDbVER - pARIK (-A COMPRESSION TEST RESULTS FINE AGG. GROUT N I INSPECTOR: 1 kvif).0 FIELD CONTACT: I 'This report Is provided for the Information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in full, without the full permission of Professional Service Industries, Inc., Is prohibited.' 'This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in Inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements.' 1 - % ,PORTL,W DIVISION 8035 254.8418 FAX (5031252.5608 DESIGN TICKET/ STRENGTH F 1 • i J C ADMIX ASTM C -1064 GROUT TEMP. ne TS • 98• t .. Cpl' eMW9} ?Ti7PeR1mvrAvvewmtrMNwepm.?ra■wn,*,ra; naPknMmwdrvmM[�,w.�»»tryv ,� { ro:, M, t,. a. vunmas� �YKR!! n�a. � .?. ✓a.*rt.��w. NAME 1 A\I(r WHR11 tc.nl ► U1 UJ t,4 C • IDATE: o DATE: • k 1 ON SPOKANE DIVISION 15091535.3571 FAX (509) 535.1267 PENINSULA DIVISION 1360) 297.8821 FAX (360) 297.8828 74 OaZI DATE Jo o2 D ?Q&•' 226 W.O. . q 3131 MIX# FINE AGG. ADMIX MIX lk PRISM Pip ASTM C1019 ❑UBC 21 -18 ❑ ASTM E -447 ❑ UBC 21.17 DATE RECEIVED POUR LOCATION AND NOTES: 7 S. L , OGV S i re IR R FE &F IM ,qS 'ruRv t ),„9./.4 G / AJG C - C lip •+ �12nw1 I z- T� ( 0 th D.-o-rie( 1)M-= C,Rco"r - P.. t :R, C. 1 2 (04a f&ilUG A Iv/I 1ij (P uQED if-1 < Dia ,4 kin toik.rr w7?)D I A we SNAKY ALL) 1> Ad o �.•. S • .. - P_Ai,:2111) 'ITE,IVIS APTROyED" ' / ' / j j�i % NONCONF9RMIN %/ OFF OTHER TOTAL HOURS ST 7.5 r�wsgs�:+s�z.aunw.�xxm�w�. OT z cc> MILES 72 Date ;LIEPar.,::: _ ./. ADORE S ;, 41g C) ' , AlEalrallMI- -WAIN • ":"" - .' PERMIT NO , ciTy:,%.;::•,.',, ENdiNEER.:,. -: ARCtirrECV.%) • CONTRACTOR: . 13194*PREA 7 - / . DATE 0 IIIPi' 19 T 1 .(Pr..1.0F' 'V'? , ....de./.../.:e/1._ /, , , • [ „: , ,,_ _,,, arEt4,10 .w; '61:04cie •'., A ( . • NOE, . ,.' ' ' - Ze-• 1/4.--, ;11.41 ,..c_ .iv/ & FIELD REPORT ....- K .,-11, , . _ • ./..-J-Ze .L,i , , e..-,..r ...e , , 4K..._ .. .....1 I aid( .0 4/' 7 ..:-... ..ar ...o." _t ) E i k.., 0 n (0 L - daEi il V 1 5 P (. ute 4 :570 / , .....:-1. r) 11 i6 e t /4 /tr. , , . L I) Lt "-_, - fete i: 06C'e-e ii 1 /1 5•) e c-C ., c,.A 5 ..j,...- .-71 .. alied.,-4 .--e'z-zez .1/ ) 03-0 /7 O e:4-e h e S C> 7 . Z. /6> 5 b 2 ...size A' " 1 7 ) \ • '1_..-n-;\ v-::e ,ry.. .,..-44 -.7.Ve. i • _... . _ 4.,41_.0 • „.. - 1 ,,, —.4 A r etica---e . S ) 9 'Loa - •• - 1‘1 2- 1 6 nAtaCe-14 L,L) cal. Z 42-1.4..4 tZq� EQUIPMENT IDENTIFICATION AND S/N#: COPIES TO: MAILED: I INSPECTOR. I bATE: ." _._,,:':,%'%W.V/ ITEMS'IRSPECTAD4, AP,PROVECO,LANS % 7 '% ''; '• // t i u #-,20 OWNER ENGINEER ARCHITECT - CONTRACTOR BUILDING DEPT . SUPPLIER IE CONTACT: I DATE: A.."..,"... C-(Lc,1 / Op, yio 0 'This report is provided for the Information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in full, without the lull permission of Professional Service Industries, Inc.. is prohibited." "This NMi P J _.... ON OFF ST OT MILES ( /O:dr) / 2' ( ZC, ,57) 7 3 'c'C' 1 6 /0 certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or TOTAL HOURS str." n Information LieNCLITo Build On Enginwartng • Consulting • ?Waft SEATTLE DIVISION EASTSIDE DIVISION (206) 282.0666 FAX 1206 282•0710 (425) 485-1244 FAX (425) 485-1611 acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries RECEIVED NOV 1 3 2000 12531589.18 ! imi-- DIVISION x " PO I 03) 254.8418 FAX (501) 252•5608 TACO NA FR SP(KANE. DIVISION I 5091535.3571 FAX t5091515.1267 PENINSULA DIVISION 13(,01 297•8821 FAX 360) 297.88 211 Dale TS • 98.1 1/1 ,..,..,,,,„,,,,,,,,,), .„).,,,xwoomv)rearwmFtriM101DttetTAITOMMIlloVskimmun ......eoratmiememvemeroirroautft)mrsslomm. , porlenn Information LPSNIMU To Build On Enamoring • Consulting • Tooting SEATTLE DIVISION EASTSIDE DIVISION (206) 282.0666 FAX (206 282.0710 (425) 4854244 FAX (425) 485 -1611 AtIC ./47/6(7/-- Tr- &" rite PROJECT NO PERMIT NO CITY ./ ENGINEER ' ARCHITECT' CONTRACTOR ;. PROD: ADDRESS 7 ''L 04Zi/ DATE /o - 3 /-ero a ZZd ' w.o. 46 DY.q' ,1.M ■YA'L��l,t/ �V FIELD REPORT acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries TS - 90 -1 fr newmorrewritfommksrmotttroworoa RECEIVED NOV 1 3 2000 COMMUNITY TACOMA DICiEylELOPME FI.A NDDIVISION (2531589.1801 FAX 12531589.2136 156)12 .418 FAX 151)3) 252.56139 An tati Inwrar reee...x Ffein stA +9Z}4?lYrmozTztprtaettraIntri:a ccro.- 17.: � m'.•• A�ff ,73:'.Sk7P�PJ" + °n w, r «n!Sr w! rwv+ SPOKANE DIVISION 15091535.3571 FAX 15071535. 1267 PENINSULA DIVISION 13601297.8821 FAX 13601297.8828 Date rvM:'�afivp'1+YA:2'y�?lP'R4`�'I z LLJ rt ca g CO w Ili 0 ga d I— Ili 1-0 z i-: tu U 0 o _ U. O : III .z; U N z /lite "Pie /eit 6 _ 4 /9i, y..4 X1/99 fieZ'Xi G44tir' &�' .0/14... ' T 4/6 p4e-',air !t/% lam GI/ S /lam ' At. ' ' i /. 1 X 'Al vim. A �r�_ f! e..0/1 ; - 3 4- .9 ex) "/,/ ,4�o ,4747 /4 / Z Zig ay A-9 4eirlr t / / iL ..0 Aral - M27 f 2 1�/ if EQUIPMENT IDENTIFICATION AND S /N #: COPIES TO I MAILED: I INSPECTOR: I A.l • - y , DATE: % /! ;!; % %/,/r�%% MN$P,�FCTEDiTO %j! AP ANS 9RE:' i '' `' % � 44 � /�� / ENGINEER Tj r %`, /.',.., " / �� / � / / �j '� NCONF�I)AIN�CI / � / � j �� ; / � ' 6613/ t OWNER ARCHITECT _ CONTRACTOR BUILDING DEPT. SUPPLIER FIELD CONTACT: DATE ' ,ts�r•r (0/3//F-10 'This report is provided for the information of the client only. The reproduction of this ort, by any method, and its transmittal to a third party, by any means, except in lull, without the lull permission of Professional Service Industries, Inc., is prohibited' "This to from NAME ON OFF y � ST OT MILES i i.�ar sw�P�/ certification attests the accuracy of the results obtained the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or TOTAL HOURS porlenn Information LPSNIMU To Build On Enamoring • Consulting • Tooting SEATTLE DIVISION EASTSIDE DIVISION (206) 282.0666 FAX (206 282.0710 (425) 4854244 FAX (425) 485 -1611 AtIC ./47/6(7/-- Tr- &" rite PROJECT NO PERMIT NO CITY ./ ENGINEER ' ARCHITECT' CONTRACTOR ;. PROD: ADDRESS 7 ''L 04Zi/ DATE /o - 3 /-ero a ZZd ' w.o. 46 DY.q' ,1.M ■YA'L��l,t/ �V FIELD REPORT acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries TS - 90 -1 fr newmorrewritfommksrmotttroworoa RECEIVED NOV 1 3 2000 COMMUNITY TACOMA DICiEylELOPME FI.A NDDIVISION (2531589.1801 FAX 12531589.2136 156)12 .418 FAX 151)3) 252.56139 An tati Inwrar reee...x Ffein stA +9Z}4?lYrmozTztprtaettraIntri:a ccro.- 17.: � m'.•• A�ff ,73:'.Sk7P�PJ" + °n w, r «n!Sr w! rwv+ SPOKANE DIVISION 15091535.3571 FAX 15071535. 1267 PENINSULA DIVISION 13601297.8821 FAX 13601297.8828 Date rvM:'�afivp'1+YA:2'y�?lP'R4`�'I z LLJ rt ca g CO w Ili 0 ga d I— Ili 1-0 z i-: tu U 0 o _ U. O : III .z; U N z Ot) ..•21. ( i fa y 7/4 .01 rL)/? q tP L/. z t L 7'7O A � 4 p /, 1 r. 0, / . ,/ i 7%..t .P r _tee,/ G ..I ■ .S_' 74Z nil / /9; / 1; /. 4..) if. , P- L`i,iG10 n AL) 0,7 e A, ,Z Vt{ri„t/ "n, , .) /, 4 7 4 ! / T G. . r -1)1 /e,1 • X1 0 . ...1 / . EQUIPMENT IDENTIFICATION AND S /N #: 4 Al COPIES TO: I MAILED: I INS ECTOR: ] DATE..!'' /%: % %��%% 0 j0% ITEMS INSPEc,TED, O- '; / ' i / / /� / / r i ' % ; % %'! NE 0 - P 9. i , > . . /, /. Vi i • / / / / // • �NONCONF9RMI /!/ 7 , %ii /, ;- %.;//,, // // i; _�/ ,�C/ OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER F LD CONTACT: I DATE: -- C J � -G � /Q - ,? / - DD ^ 'This report Is provided for the Information of the client only. The reproduction of th report, by any method, and its NAME ON OFF ST OT MILES transmittal to a third party, by any means, except In lull, without the lull permission of Professional Service Industries, Inc., is prohibited.' 'This i "r• e► '.,L0 A 7. UAA✓ /f L GO certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in Inspection, approval or / „ TOTAL HOURS 1%,L., Nr a i Information 1.1 To Build On Engkt..* ,g • Consulting • Ti.a*ip SEATTLE DIVISION (206) 282 -0666 FAX (206) 282 -0710 EASTSIDE DIVISION (425) 485 -4244 FAX (425) 485 -(611 Certified Report by Professional Service Industries TACOMt (253)589.1864 fejt RECEIVED NOV 1 3 2000 //06 ,, fra Iii . /� G r/c; / f I U /! f2 7 �t c9�..J, i7G,,I,1 eI /142 o r nc r PROJECT N "� AAR adt` PERMIT NO s LAW:- i % j %/ ENGINEER.// 7 - ARCHITECT;% ; CONTRACTOR PJ O T I D REPORT acceptance of other associated work or a warranty 01 design or workability of the specification requirements.' MUNITY U PMEI4 FR , 'ISION (503) 252.5608 SPOKANE DIVISION 15091535.3571 FAX (509) 535.1267 PENINSULA DIVISION 1360) 297.8821 FAX (3601 297.8828 7A/z 4)6 2"/ DATE/D-1/-00-7w/ � vZ �G c 4Z n Date ,.; - ,,..,••,•,,.,,.••u.,•,ror�,•�, n,•rtra�.�meermutr?•xa^ raw+ ax t+? �w�' ma�rp!. ivM. Yi+.' k°# W!'? 4Titi.'it+7Awa+l:ura�,e..w..a..a /4 A / ,a/t& n 9 /cslA, /, LdG /.di it .4 � o Gc,,4:4n df L. 9 .// /A/P `/ j 2 /'! e- 4 - i t , r 1 e--Iii neL rl n/ y�i Zr /, < / . ,e, / . .. . •• _ . ^ . .. ... ""/. 4Y AA- /A i , 8 .. • ., - 4 -L. , 4 /i ... . /� a. J l /( n rr» $ ti I/ 5 [�'�r�"p..,/A Gede Z' IJ 1/ / #G1•)f 0 4 R 6 ,,,, . , d r , 2 EQUIPMENT IDENTIFICATION AND S /N #: /L'f COPIES TO: I MAILED: I INSPECTOR: I DATE: !0,M% %%MM%%/% . ITEMS; INSPECTED�T APPROVED „Pk S�9F ' ' %' /, � /ti /% ., ;'7', � f / _ '� i • / ��`• � ' ' / � � ///.//-, / // : D /�� ` OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEP . SUPPLIER ' �C a DATE: Fl LD CONTAC� � — _ — ` _ r , w � � ONCONFORMIN "This report Is provided for the Information of the client only. The reproduction of thI epon, by any method. and its transmittal 10 a third party, by any means, except in full, without the lull permission of Professional Service Industries, Inc., is prohibited.' 'This to from NAME ON OFF ST OT MILES / 7. 0 0 7. 0 0 1. ✓ Go certification attests the accuracy of the results obtained the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or , i /•— TOTAL HOURS 2 no-=-47 Information LIZZell To Build On En9Nttssiitg • Consulting • Testing SEATTLE DIVISION EASTSIDE DIVISION (206) 282.0666 FAX (206) 282.0710 (425) 485 -1244 FAX (425) 485 -4611 acceptance of other associated work or a warranty of design or workability of the specification requirements.' RECEIVED NOV 1 3 2000 (253) 589. 801 F i TACOMA VJl lT �J0J125•Bd I FAX (5031252.5608 ELD REPORT WallfLICAMV FR Certified Report by Professional Service Industries SPOKANE DIVISION 150')1 535.3571 FAX 15071535.1267 PENINSULA DIVISION (3601 297.11821 FAX (3601297.8828 _tz ui; 7L€. AA/a Lo 1 1nI.4V /0 r) , i d# ✓i / flit zdedr LtIA 94 1%77 PERMIT NO . CTY / / //z ENGINEER / „ , '; ARCHITECT; ii. ; CONTRACTOR ' PjlO.f /44. i/✓ ")at, / I 27/Ai ler.A 1/01o_1 7 LOR 7 - 002.i/ DATE /0 -3/ -00 �e0 22G , 41 W.O. •4 774 c k-, 4/e;4 Q 1411. 1C/ /7 it / t 'i/0/ /2 n d4' - /A4k e • Date II . 3 � 0 ILI D U 0 0 O H = U : I- 0 U N • 0 z . SAMPLE I.D. TYPE GROUTED SIZE ( L,W,D) AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED LBS. RS.I. 01 ei 9 4.5 G . Or ` S 3 el? 7 (4 1 J H r: ` i /1/2 PW t• _ .• iS1't'i o - oo /1 03 ab ., 205 FSct 424 ' nil 0 L1 . • • t-11.5 J M t3 H I' : DESIGN N SLUMP I 0 MIXING PLANT SI E \N A TRUCK# `f 3 3 TICKET# I 6 7 6 ' 57 2 STRENGTH F 1 oe GROUT CEMENT 1q4( C'SE AGG, 1 FINE AGG. ADMIX MIX# PROPORTIONS G 5 F� e 4 q IOO 2 2.2.6 7 01 b . , MORTAR CEMENT C'SE AGG. FINE AGG. ADMIX MIX# PROPORTIONS LI TIME & WEATHER 12'. IS idow o MORTAR TEMP. GROUT TEMP. L ' DATE RECEIVED SAMPLED AND TESTED MORTAR GROUT PRISM OTHER IN ACCORDANCE WITH: • ASTM C780 ❑ UBC 21 -16 0 ASTM C1019 KUBC 21-18 0 ASTM E -447 0 UBC 21-17 0 POUR LOCATION AND NOTES: 1 5 •C• IS IJ 5I t -)-Ci 4 I L }AL 6 R.at,'r ?OUR. -OR_ SeCjRATI 1A/A 6 ki L - is . ' r9 r. A L a .. s - ?3r)' n 4 W A LL ON 14-5 C'..O►ISFS . of imgcMAIVLC L. 1 /i13 Will bko . - - is . illaI V J • A . 0 EQUIPMENT IDENTIFICATION AND SM #: COPIES TO I MAILED: I INSPECTOR: I DATE: 'M,0 7 %i % %/% %jj ITEMS'I,N,S„P,EOT ', ,j � APPR#E0 b y j / ' � � /// /�"0�' . ; ; ' CONFOR INS: :i N9NCNFORMIN�I ] � j i i. /9 ' = l 0 O • s. OWNER ENGINEER A RCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER FIELD CONTACT: DATE: - A C - 'U !0 I 06 _— 'This report Is provided for the Information of the client only. The reproduction of V report, by any method, and Its transmittal to a third party, by any means, except in lull, without the full permission of Professional Service Industries, Inc., Is prohibited.' 'This certification attests to the accuracy of the results obtained from the actual test performed and/or observations NAME ON OFF ST OT MILES - /WE 40 Pb 6:00 2 10 R made within the defined scope of the work. Certification shall not be construed to represent In Inspection, approval or TOTAL HOURS $_ ~�v Information / To Build On Englnoor*► g • Consulting • Mating PERMIT NO. C tTYj��' ENGINEER ARC ITEC/ j CONTRACTOR PEIOJ ADDRES COMPRESS TEST R TL SEATE DIVISION (206) 282-0666 FAX 1206) 282.0710 warranty o design or workability of the specification requirements.' Certified Report by Professional Service Industries TS • 98.1 RECEIVE(' . MR NOV 1 3 2000 EASTSIDE DIVISION TACOMA DIVISIO TL 'DDIVISI• (425) 485.4244 FAX (425) 485.4611 (253) 589.1804 FAX (2 v. 1..•.� M U )J }5 Si I S _52.5608 ■-Z. /yso 1 , SPOKANE DIVISION 1519) 535.3571 FAX 1509) 535.1267 PENINSULA DIVISION 1360) 297.8821 FAX 1360) 297.8828 yd/ AA.6)DVE.€ ?1 Pk E. Date . ,. »,�. awn um^coiarssa�rmssa,nt? z cc 2 1 il t) co 0 : W ; w g 1 cs _ al I_ w F. : Zo 11J uj U 0 O N 0 I- = o 11 = ' Z COMPRESSION TEST RESULTS SAMPLE I.D. SIZE AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LBS. P.S.I. gift Iota- ex i7___ ( on 7 cPIP -- DC - Z rRtIc62 93.5 1Ice- CR 11ot 2. )4e7L>D SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NEO CAP OTHER IN ACCORDANCE WITH: ASTM ASTM ASTM ASTIy1 o. ASTM ASTM ASTM ASTM C -31 ' C -143 0 C -172' C -23110 C -1064 6' C -39[ i C -1231[] 0 TIME, TEMP. & DATE MIXING Lets SAMPLE/ WEATHER'• 0 A' CAST I 1 ' 021 D'U PLANT VA Le's STRENGTH F 1 0 TYPE l[J X I2 PROPORTIONS: CEMENT C'SE AGG. FINE AGG. WATER ADDED ADMIXTURE ADMIXTURE ADMIXTURE NJ o (A)EIC I+ r5 G j v�'As t i 4 4 1 /2 TYPE OF CEMENT .L) CONC. TEMP. 5 7 rt SLUMP ins. AIR % QUANTITY ' Cu. Yd. TRUCK O'3( TICKET # 52$ 3 5 SUPER PLASTICIZED SLUMP rN/Ar MIX # 01 55'0 POUR LOCATION AND NOTES: DATE RECEIVED: 3/9C-?, _ k t)M 61) cd.G 'S•t• 0,10 �1TFi 8 I .1 Qs� (oIoCQEre p - 1 Re4,mub.s / � I r ro 8 • BE"�1N LI o •9 A -2 r 4 = n r RG P \ 5p T&r - pQ4-1,1 l, ?,err.. -F? 1137 ThR y (1-LL I4rr«iT76j / . • -P 7) Al S �,�Q 12 x)6'D PAc"T • , ■ ■ . 1 . to k 1 r , . • 111 u•-• .1 ► r • I. - — 4 = c c Co . OP .• If • Id EC • : 1 C, ,� ! _ 4110 i EQUIPMENT IDENTIFICATION AND S/N#: COPIES TO: I MAILED: INSPECTOR: I DATE: % % %V % /%.0 /// . j IT EMS)N,5:FTC D / �/ �; APR ROVfD;P ' j ; x.,./,,, ij / ,/i / / : • -f' , ` .' • . ' � . / /� % 0 CONFOR , ;, /: %yiry' %� //% %� ,ZX/ /- i. / /! D Z _ "� OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER Fl L CONTACT: II DATE: • � � 'This report is provided for the information of the client only. The reproduction of th sport, by any method, and its transmittal to a third party, by any means, except in full, without the full permission of Professional Service Industries, Inc., Is prohibited.' "This NAME ON OFF ST OT MILES P. IL ),,4RD . :0C ? ' nb f certification attests to the accuracy of the results obtained from the actual test performed andlcr observations made within the defined scope of the work. Certification shall not be construed to represent In inspection, approval of /7 TOTAL HOURS i i Information To Build On Enamoring • Consulting • Doting EASTSIDE 1 rIVISION (206) 282.0666 FAX (206) 282.0710 (425) 485 -1244 FAX (425) 485.4611 acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries SEATTLE DIVISION (253)589-1804 ( FAX (253f . SE O � T R ECEIVED NOV 13200 COMMUNI L A141 PROJECT NO PEF, MIT No CITY / %ii E, GIN EF# %j% RCHITECT CONTRACTOR i /i, /".� "iii p r ; ,OJ::A D DIVISIO ard pc-A 5.7N- xrrtiLbe. 1.1(1-1 A A)C Y.- 7i4,Qk W. Tr,drwr 2L 11)).4 • g. • � fri 1,1 A) 7�-�Zl1 DATE // 62 or) D 22L w.o. / TvkwdiL60 C•.1- C v /V •f! • Mc CA*YW f v(5 AR1D01 /4 - 52.5608 1 • SPOKANE DIVISION 0091535.3571 FAX 1519) 535.1267 PENINSULA DIVISION (360i 297.8821 FAX 1360) 2974828 Date r ...„ , . ,.. wnwm mrsvrav s w I o : Z H V O - 0 U. WW O Z w O I- z iilll�"i� i Information `�' To Build Engktwing • Consulting • Tasting SEATTLE DIVISION (206) 282.0666 FAX (2061 282-0710 5 -d,r '1Gd, u�. Okrf Age. OooIE7/ LIE ' y Ao l(ess / /&/j r,s!�'rcvz zfel.koIo PERMIT NO ENGINEER% ARCHITECT; CONTRACTOR. :, 0.110 400 / DAT -a, - eo Ave -224 C. .r/./P C■steT/�� Goy /�Y 1�4 z ,0,0tieeZelfre Certified Report by Professional Service Industries TS • 98.1 f ig rn ?r46r a!rav r sw +aar,t ai rr..mr+- Tosm•:. ,. .r EASTSIDE DIVISION TACOMA DIVI (4251 4 85-1244 FAX (425) 485.4611 '253)589.1804 FAX Loo ., 4•4z/ve2 RECEIVE NOV 1 3 200 FIELD REPORT Wh.! r� amorx• w, ... , wm�kon& G ^.:'Yf:9£tR'"q�'i�"s.5v��^�uxty nrr.s ,•• • A" y418 11.11 wo FR (VISION FAX 1503) 252.5608 SPOKANE DIVISION 15(1)1535.1571 FAX (509) 535.1267 PENINSULA DIVISION 1360) 297.8821 FAX (360) 297.8828 acceptance of other associated work or a warranty of design or workability of the specification requirements' Date nasn;WV) Zw.{.y.,r } ya 701*`!g•7;s �n.!p•.L3a9.1,,,:n, c... / •rcilEG V O 4/ .c Ara e E ze /.�/S�eo•>tte' O .. G G f�' Cl�- 4 -. /-- .. // n 7fe Y.2.dr ou. s / , .01e- 7/f.1/7 ,z oloae e /' a/' /i D -- , / .s --- O 5 �‘,/.� «zyos EQUIPMENT IDENTIFICATION AND S /N #: COPIES TO MAILED: I IN C ' • R•,o / ......20.0 .2O DATE: j' '' ' ':'E iW; ;t TEMS; INSPEC TEDM j�j APPROVED PLAf1S- E: ;,f V4j,9 77.' '' , r . ' ,. NONCONF9RMING �j, is , .7 %, =: /4 /i, •3 , , i. /.......- � , /",.e � .- 0 OWNER ENGINEER ARCHITECT —, CONTRACTOR BUILDING DEPT. SUPPLIER NTACT: D TE A _ _ ? W / L.�� 'This report is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in lull, without the lull permission of Professional Service Industries, Inc., Is prohibited." "This certification NAME ON OFF ST OT MILES ��� Gi, f "4, - _ 30 43 iiS,e,Au attests to the accuracy of the results obtained from the actual test performed and/or observations 1p � � made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or 4 TOTAL HOURS. /4 Ord iilll�"i� i Information `�' To Build Engktwing • Consulting • Tasting SEATTLE DIVISION (206) 282.0666 FAX (2061 282-0710 5 -d,r '1Gd, u�. Okrf Age. OooIE7/ LIE ' y Ao l(ess / /&/j r,s!�'rcvz zfel.koIo PERMIT NO ENGINEER% ARCHITECT; CONTRACTOR. :, 0.110 400 / DAT -a, - eo Ave -224 C. .r/./P C■steT/�� Goy /�Y 1�4 z ,0,0tieeZelfre Certified Report by Professional Service Industries TS • 98.1 f ig rn ?r46r a!rav r sw +aar,t ai rr..mr+- Tosm•:. ,. .r EASTSIDE DIVISION TACOMA DIVI (4251 4 85-1244 FAX (425) 485.4611 '253)589.1804 FAX Loo ., 4•4z/ve2 RECEIVE NOV 1 3 200 FIELD REPORT Wh.! r� amorx• w, ... , wm�kon& G ^.:'Yf:9£tR'"q�'i�"s.5v��^�uxty nrr.s ,•• • A" y418 11.11 wo FR (VISION FAX 1503) 252.5608 SPOKANE DIVISION 15(1)1535.1571 FAX (509) 535.1267 PENINSULA DIVISION 1360) 297.8821 FAX (360) 297.8828 acceptance of other associated work or a warranty of design or workability of the specification requirements' Date nasn;WV) Zw.{.y.,r } ya 701*`!g•7;s �n.!p•.L3a9.1,,,:n, ~� ii Information To Build On Englnostbw • Consulting • Testing EASTSIDE DIVISION (2061 282.0666 FAX (206) 282.0710 (425) 485- 4244 FAX (425) 485 -1611 ;CLIENT / 1 t , ADDDRi S /// ON/ aft .PR ,, '% Certified Report by Professional Service Industries TS • 98.1 SEATTLE DIVISION rail of the specdication requirements. RECEIV Nov 13 2000 TACOMA DIVISION FOR (253)589.1804 F 2 136 (5031254.841 AND DIV ION SPOKANE DIVISION ISIy91.535.3571 FAX (5091 535.1267 PENINSULA DIVISION 03) 252.56118 13601297.8821 FAX (3601 297.8828 ENGINEER AR CHITECT' CON PR,OfAODRES DATE Dale 145 .lfrY P 4 s7 0.4./ -5,7 irk e-'-Lt •C°.4=1:se,i'Us0Ci -f/.er s1 :G .4 4i 7., ac ��-.` s..ifec.1 .44,./7".c.:;&/<9.-e. .>exal" _e. "lrv��;rsr7 o-cr -:r AU/4> - :,4 f�l�t/i4%.tee.", -5 7T . b✓t; _'•!iirc/_3 . ' .-t4 #4#'. 4 4 s01_ -. A./,.4.erfi/f.di - . •�_' + -.AO' • r . - .r ��. / _.4_ /YJ. 4 T� s� C e'a- ,...... ti[I,rC:t s/ z-7.% — ' i ,--- t/ Efi Cl.� . i - .*='/_i ce ....7s4d/ "7"...S .0lr t'.1_°.1?) ,,e %/..:L7f.G J_ .S ^f.:,."-3tee:-: 14-• AC17..- Th ; syrg' .914/. !/fir. ,. e 6 - g4.r¢B -‘47 se..te> /..v '�l_ C -Sf%es+t ' 1.4:41-.ZL 41gli `sue i t-..tdC- , 57 2x. Lr_ , s..4-,4/ EQUIPMENT IDENTIFICATION AND S /N #: COPIES TO: I MAILED: I INSPECTOR: I // DATE ' / / %''j; � �0,e0 %j ITEMS INSP TO 1� APPROVE 5 jr / ig /ii ��� ' � /�f � ,/% ' ` C O N F O ' ' �� %/' N ONCONFQRIM D, /% / _ " * �' ; 4 1 / /�'' OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER FIELD CONTACT: J DATE ,tor / Q U o 4 lCL aL(. This report is provided for the information of the client only. The reproduction of this report, by any method. and its transmittal 10 a third party, by any means, except in full, without the full permission of Professional Service Industries, Inc., is prohibited' 'This certification attests to the accuracy of the results obtained from the actual test performed and/or observations NAME ON OFF ST OT MILES T4,6,74 /j7 ` . •C., , c . af._� made within the defined scope of the work. Certification shall not be construed to represent in inspection, approsl or TOTAL HOURS ~� ii Information To Build On Englnostbw • Consulting • Testing EASTSIDE DIVISION (2061 282.0666 FAX (206) 282.0710 (425) 485- 4244 FAX (425) 485 -1611 ;CLIENT / 1 t , ADDDRi S /// ON/ aft .PR ,, '% Certified Report by Professional Service Industries TS • 98.1 SEATTLE DIVISION rail of the specdication requirements. RECEIV Nov 13 2000 TACOMA DIVISION FOR (253)589.1804 F 2 136 (5031254.841 AND DIV ION SPOKANE DIVISION ISIy91.535.3571 FAX (5091 535.1267 PENINSULA DIVISION 03) 252.56118 13601297.8821 FAX (3601 297.8828 ENGINEER AR CHITECT' CON PR,OfAODRES DATE Dale 0 r1 1Z, dr - o. (i4" C ir/ :' .eo>/4- 4 11.1f G .r44, /4/ "4/, , r z f. i_i/ , ..r / A7P z z-a./ i /I e .1.�.,a,- / i G 4. A / A n '� G�k/fe^ A., i S!/ `!1 a .� td 7 Ic.a. /fey (..,,, J _ di .r ' G ,1/? s� ��T i�,tiG� .� �A-- Gt r/ J 7) /iy � `-� "per/ i f7 Q G1.¢ , . . u lk eeic A,- ��r .. 6' i-) .S - ✓. �P _ /� Ct, 4 J J EQUIPMENT IDENTIFICATION AND S/N #: , /1/A COPIES TO: I MAILED: l INSPECTOR: I % � %% ITEMS; INSPEC �! f�OA j �j i NONCOIVF9RMINCy , o � � ,� 1Z/4g- Fl LD CONTACT:, DATE: — OWNER ENGINEER ARCHITECT CONTRALTO BUILDING DEP SUPPLIER 'This report is provided for the Information of the client only. The reproduction o Is report, by any method, and its transmittal to a third party, by any means, except in lull, without the full permission of Professional Service Industries, Inc., Is prohibited.' This from NAME ON OFF ST OT MILES p — 1.2 ; o a /,',.3o J/4.-- rJ certification attests to the accuracy of the results obtained the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or n // TOTAL HOURS ` / /2, Ms'iM77 Information i . J To Build On Engbi. i*ng • Consulting • nutting SEATTLE DIVISION EASTSIDE DIVISION TACOMA DIVIS (206) 282.0666 FAX 1206 282.0710 (4251485.4244 FAX (425) 485.4611 (2531589.1804 FAX ( • Trek ii /go y , - 100 /. i)d/1/. 1/ r�.1 ✓ i c,. r feozek mix acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries RECEIVED NOV 0 3 2000 A4- • )t�&/y ate. ce.v 722 '1) IOU 7 6 O ' er / DATEA0 2.7-06 ->- j,, eb i 4gW.O. 6 95. 7 x..41, u/-Gl� r /,!/./ "" c-L LD REPORT MM PMP4 ►NA DIVISION 418 FAX 150J) ?52.5 OJECT NO.' PERMIT.NO ; ENGINEER . ARCHITEC. , P . 0 , 0 D , 9 R E S S y n / ‘ 1 4 ‘ , / , n / 2 4 / / T uMIlr/ 3 w•aMYl.6t ' 6F/ ?MrtpYM.` t9N+' N?tpMt•! 1��1:+! iir�9t!8Twur,;ye, ,• m_' 4 x�PS "r.•.ailtiisznrrtermnn:uvm�m ...•s. rta+ FR SPOKANE DIVISION 1535.3571 FAX 15091535.1'.67 PENINSULA DIVISION 3601297.8821 FAX 1360) 297.8828 Date z M w U Q W W: NO u. (o I W O F— ; U O N o • „, • I- O : w z U N: = I z /9 4 _e s ' &i td r I J O fi X ceiGdGG z :�n .o, GufLa/�! 1 47: sr) r a /..YS ,> I' •-//.V,/ ,e J E , S J G, 3 • ,2t i� /�.�.� / o ff, f, 8- /4/, / .. /fit' A1,z.Z4il._il� I#/4 L a� l /e ' (' [ ed. E.l to Gas-✓ (,pr 64/././ /AiG 1 a -Ar jai A / ry/rt/ -Y, 4/ S /V, / F_ 8 2 t" /4, /, ., 4.,,r ) . • ./ . � .'_ fI /llr" //i � / I 7 it - - / . _/ _ EQUIPMENT IDENTIFICATION AND S /N #: /t //j COPIES TO: I MAILED: I INSPECTOR: I DATE: ;''W. ?; `%%f%%%�� %%% ITEMS INSPECT.E,IM% %; APO OV S E;% ; ' % ; % :7 � �' L ei ,,, j // NO IN .� . /• //, /647 �'r'� OWNER ENGINEER ARCHITECT CONTRACTOR BUILDI DEPT. SUPPLIER FI LD CONTACT: DATE. — C _ 'This report is provided for the Information of the client only. The reproduction of thl report, by any method. and its transmittal to a third party, by any means, except in full, without the full permission of Professional Service Industries, Inc., is prohibited' 'This NAME ON OFF ST OT MILES / l /} ; 0 0 / 2, o o 2 ✓ G 0 certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or / TOTAL HOURS 2.. — Information r To Build On EngNot►Ang • Consulting • rioting SEATTLE DIVISION (206) 282.0666 FAX (206) 282.0710 �'i IE1 , T f �j %/> fie -t lil r� ree- ..014 C0 P))/.' % f - r2" /_t iii EASTSIDE DIVISION (425) 485.4244 FAX (425) 485.4611 Certified Report by Professional Service Industries *J , 'r► 4D/ey acceptance of other associated work or a warranty of design or workability of the specification requirements.' .rra TSa9M1M!tranW24 wns riawsn•:rr TACOMA DIVISION (253)589.1804 FAX 1253)589.3136 ENtiIN j ` A CONTRACTOR PROD D'ORESS LD REPORT PORTLAND DIVI ON 1503) 254.8418 FAX (503) 52.5608 / 4-4 r SPOKANE DIVISION 1509) 535.357t FAX 1509) 535.1267 PENINSULA DIVISION 136)) FAX 1360) 297.8828 Jn ,-FROJECTNO ; 7 yz -p DATE /a-2.7 - 00,4 PERMIT- NO: ; 2s4e - 'r?Z24.. W.O. 4/Y9S3 J GT / Date z ce W c 0 � w W co J u. W o U. = ( A a H I- 0 Z H tu Q ON Q I- W W ' , 2 - .: IL 0 W Z O ~ tib r, i Information IMIZ To Build On n..i Swi ng • Committing • Tooting SEATTLE DIVISION (206) 282 -0666 FAX (206) 282 -0710 • LE , , - 4 ri G el O J' f7NoGo tryo4 / Drj q NDev6-2 pARJ \,/'r PERMCf NO< // ;% sa-Arr tti.�a_ 9818 ,ice ,,- f/ / %/j; p E , % /' *, ri 6 lit /Ec, vas Ft (4D013ESS CO PP RE SSION . TEST RESU EASTSIDE DIVISION TACOMA DIVISION PORTLAND D PENINSULA DIVISION 13601297.8821 FAX 13601297.8828 1425) 4854241 FAX 1425)485 -1611 12531589.1801 FAX 12531589.2136 r a warranty of design or workability of the spool ication requirements' Certified Report by Professional Service Industries y, tIOTAANI11 !A •i'ts,xt!fr ii.voottliwi Vt1�.worron o t..weeml t!, r!rirmi .. mart`Y5114wrr,y4, (503) 254.8418 FAX 1503) 252-5608 R U2 (5 / DATE z /x5,4 d WORK 011DERyWC C. C. N -,4. 1¢RH / T t'�cr -7r7fiRc 1FArrsiFR SPOKANE DIVISION 15091 535.3571 FAX 1509) 535-1267 1 / 0 / /44 fril0164 67 Date 2 ul N 0 � N LL! W g Q d ; W , z �.. Z 0 ul U N . 0 0 I— WW Z V W Z, 0 H_ z SAMPLE I.D. TYPE GROUTED • SIZE ( L,W,D) AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED LBS. P.S.I. ozze Z* 1 2.)(4/c. z 1 y 10' jls/i0 7 Socto i e lo J 4\ OZ -l3 3. 1 s diz3/c+U' 213 513•410 I$ bo O Z :g 3,I. u loy3 j ri0 Z $ G 2zo 1a 8 c J N _ SLUMP DESIGN ASTM C -143 MIXING PLANT ON 3 r r t TRUCK# N //` TICKET# /`, / / � � /5‘ STRENGTH F GROUT CEMENT C'SE AGG. FINE AGG. ADMIX MIX# -. PROPORTION` S M% rnIe Mbt GROUT CEMENT C'SE AGG. FINE AGG. ADMIX MIX# PROPORTIONS - .�-�- 4 ASTM TIME & WEATHER 2 '307 �r AR / �/ MORTAR TEMP. 6-!o GR OUT TEMP. ` �l zrO /0 V DATE RECEIVED SAMPLED AND TESTED MORTAR GROUT PRISM OTHER IN ACCORDANCE WITH: RI ASTM C780 ❑ UBC 21-16 0 ASTM C1019 O UBC 21 -18 ❑ ASTM E -447 ❑ UBC 21-17 O POUR LOCATION AND NOTES: - 4 rt .. 41 :.: r _ r • // , D.r2r/1 _, - i1 R I/Iel AG /f'1 /X l'AII h 1 /.<1 .Y /17i id ,cf ii / ?2.1 �• — .. , o .. r , r — • ' ' - • r , p — , _ Wa^f : 11" . .4 F 114 rQ App x,92 l C-. , ' R & ,4 ` - " . \i I r I. 11 1�i L ' / A - &, &CT • V ) L t ` � EQUIPMENT IDENTIFICATION AND S /N #: mauSmas, inc. Nrofessiun� 1 ��i� COPIES TO: I MAILED: � INSPECTOR: !DATE: ' 0:0,. •' /• '~ % %/1 /% � 'ITEMS :INSPEC • .E j APP OVI~D / J �, E � /. /< / / �� .: - a' 1 ' • /; • / /j j / / % � j // ��� • A 9 n f �: "L� ! f Z^S� C/ OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER FIELD CONTACT: DATE: _ _^ _ 11115 re i ports provided for the Information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in full, without the full permission of Professional Service Industries, Inc., Is prohibited.' 'This certification attests to the accuracy of the results obtained from the actual test peiormed and/or observations NAME ON OFF ST OT MI D WXnU /2 .:cer) Gr. DO 77- - made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or / Al TOTAL HOURS tib r, i Information IMIZ To Build On n..i Swi ng • Committing • Tooting SEATTLE DIVISION (206) 282 -0666 FAX (206) 282 -0710 • LE , , - 4 ri G el O J' f7NoGo tryo4 / Drj q NDev6-2 pARJ \,/'r PERMCf NO< // ;% sa-Arr tti.�a_ 9818 ,ice ,,- f/ / %/j; p E , % /' *, ri 6 lit /Ec, vas Ft (4D013ESS CO PP RE SSION . TEST RESU EASTSIDE DIVISION TACOMA DIVISION PORTLAND D PENINSULA DIVISION 13601297.8821 FAX 13601297.8828 1425) 4854241 FAX 1425)485 -1611 12531589.1801 FAX 12531589.2136 r a warranty of design or workability of the spool ication requirements' Certified Report by Professional Service Industries y, tIOTAANI11 !A •i'ts,xt!fr ii.voottliwi Vt1�.worron o t..weeml t!, r!rirmi .. mart`Y5114wrr,y4, (503) 254.8418 FAX 1503) 252-5608 R U2 (5 / DATE z /x5,4 d WORK 011DERyWC C. C. N -,4. 1¢RH / T t'�cr -7r7fiRc 1FArrsiFR SPOKANE DIVISION 15091 535.3571 FAX 1509) 535-1267 1 / 0 / /44 fril0164 67 Date 2 ul N 0 � N LL! W g Q d ; W , z �.. Z 0 ul U N . 0 0 I— WW Z V W Z, 0 H_ z j 1)c) GcivcwWR IA Pk' '1.1 ; e-A rite I Uup q8161? j MR k - bencLEj .m 1 1450`7 SAMPLE I.D. GROUTED SIZE I L,W,D) AREA ISO. IN.) DATE TESTED AGE AT ULTIMATE STRENGTH TEST LBS. PS CHECKED 9(0 ;1.43,0 _. , - � Id ' 2-1: r •- • /7. SLUMP DESIGN ASTM C -143 yJ• MIXING PLANT N S I TE TRUCK# _[`!L1c! TICKET# l.1 't'4 STRENGTH F 15� GROUT CEMENT C'SE AGG. FINE AGG. ADMIX MIX# PROPORTIONS ��IRFY I1 1f V I �(' GROUT CEMENT C'SE AGG. FINE AGG. ADMIX MIX# PROPORTIONS t L,L.A o ASTM C -1064 ASTM C -1064 • TIME & WEATHER R St...) t R MORTAR TEMP. 67 GROUT TEMP. N f fr DATE RECEIVED SAMPLED AND TESTED MORTAR GROUT PRISM OTHER IN ACCORDANCE WITH: ASTM C780 • UBC 21.16 O ASTM C1019 ❑ UBC 21.18 ❑ ASTM E -447 O UBC 21 -17 0 POUR LOCATION AND NOTES: C en., I • - L(4. a s ' .: E id . 4 o ( V .. , Is _ n, LINE I t� • ^ i:�L .r r "_ o _ tit ! \1 • (1 RT 0 ' t 21 I I�Q • EQUIPMENT IDENTIFICATION AND S/N#: A) 7 ' 0' t ' ,. / i COPIES TO MAILED: � INSPECTOR: (DATE: ; / / /. / ��i /��j� j ��,�� (( ITEMS;INS.PEC ./i OWNER CONTRACTOR v" /27/06 -APP OVt;t3'P ' t � v ENGINEER BUILDING DEPT. FIELD CONTACT: DATE: //.7'./,/CONFOR . /'- ARCHITECT SUPPLIER �� ,�,�,�, 1 �a1 ,�1 j 1 /7 bQ ? yCQ ItIF9�RMl ; // 1 % 6 '/!iii %! � / ; 'This report is provided for the information of the client only. The reproduction of this report, by any method, and its NAME ON OFF ST OT MILES transm to a third party, by any means, except In full, without the full permission of Professional Service Industries, 0, ( A 1_b (_ ` ; •, •, :; ; 0 6 R I Inc., Is prohibited' 1 "This certification attests to the accuracy of the results obtained from the actual test performed and/or observations - made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or TOTAL HOURS a i Information / E' To Build On Englnim ing • Consulting • g SEATTLE DIVISION (206) 282-0666 FAX (206) 282 -0710 Certified Report by Professional Service Industries EASTSIDE DIVISION (425) 485 -0244 FAX (425) 4854611 TACOMA DIVISION • FAX(2 other as acceptance o f associated i— ed work or a warranty of design or workability of the specification requirements.' PORTLAND DI (503) 254.8418 FAX (503 P R3;JEGT NO % • p i g i /.,- P EIVAM G CtTYj / /,!/ X' .', 9i/ /i ���� 5608 R 0280 SPOKANE DIVISION 15091535.3571 FAX (509) 535.1267 PENINSULA DIVISION 1360129748821 FAX (360) 297.8828 7'12- - ooz• / 1 DATE 9lz7 /pc DROb, 0 .'.:21 co . WORK ORDER 43765 i ktviLLA C. PI A- 40I A ivvev Mk L-=m i Date rk t'YrT�' :.Y�!17�i?rW�RX>P! 41e'iFatw!C9Cr•' lava'' Ep' f�xw .5w7!v:av�wtwv."x•,�7v + *w•'y rg+r . rtr.++ t+ net:.riSaxiLlL:re�tzP•lYre:.�C7 wrM•TNrteaa•r T.? 01011,014 TrTrOTUITT4ast. !s:!!x+�i S' ilr_.,: 3 VitT ,•.... FA-TI(Are T 6 SAMPLE I.D. GROUTED SIZE I L,W,D) AREA ISO. IN.) DATE TESTED AGE AT ULTIMATE STRENGTH TEST LBS. PS CHECKED 9(0 ;1.43,0 _. , - � Id ' 2-1: r •- • /7. SLUMP DESIGN ASTM C -143 yJ• MIXING PLANT N S I TE TRUCK# _[`!L1c! TICKET# l.1 't'4 STRENGTH F 15� GROUT CEMENT C'SE AGG. FINE AGG. ADMIX MIX# PROPORTIONS ��IRFY I1 1f V I �(' GROUT CEMENT C'SE AGG. FINE AGG. ADMIX MIX# PROPORTIONS t L,L.A o ASTM C -1064 ASTM C -1064 • TIME & WEATHER R St...) t R MORTAR TEMP. 67 GROUT TEMP. N f fr DATE RECEIVED SAMPLED AND TESTED MORTAR GROUT PRISM OTHER IN ACCORDANCE WITH: ASTM C780 • UBC 21.16 O ASTM C1019 ❑ UBC 21.18 ❑ ASTM E -447 O UBC 21 -17 0 POUR LOCATION AND NOTES: C en., I • - L(4. a s ' .: E id . 4 o ( V .. , Is _ n, LINE I t� • ^ i:�L .r r "_ o _ tit ! \1 • (1 RT 0 ' t 21 I I�Q • EQUIPMENT IDENTIFICATION AND S/N#: A) 7 ' 0' t ' ,. / i COPIES TO MAILED: � INSPECTOR: (DATE: ; / / /. / ��i /��j� j ��,�� (( ITEMS;INS.PEC ./i OWNER CONTRACTOR v" /27/06 -APP OVt;t3'P ' t � v ENGINEER BUILDING DEPT. FIELD CONTACT: DATE: //.7'./,/CONFOR . /'- ARCHITECT SUPPLIER �� ,�,�,�, 1 �a1 ,�1 j 1 /7 bQ ? yCQ ItIF9�RMl ; // 1 % 6 '/!iii %! � / ; 'This report is provided for the information of the client only. The reproduction of this report, by any method, and its NAME ON OFF ST OT MILES transm to a third party, by any means, except In full, without the full permission of Professional Service Industries, 0, ( A 1_b (_ ` ; •, •, :; ; 0 6 R I Inc., Is prohibited' 1 "This certification attests to the accuracy of the results obtained from the actual test performed and/or observations - made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or TOTAL HOURS a i Information / E' To Build On Englnim ing • Consulting • g SEATTLE DIVISION (206) 282-0666 FAX (206) 282 -0710 Certified Report by Professional Service Industries EASTSIDE DIVISION (425) 485 -0244 FAX (425) 4854611 TACOMA DIVISION • FAX(2 other as acceptance o f associated i— ed work or a warranty of design or workability of the specification requirements.' PORTLAND DI (503) 254.8418 FAX (503 P R3;JEGT NO % • p i g i /.,- P EIVAM G CtTYj / /,!/ X' .', 9i/ /i ���� 5608 R 0280 SPOKANE DIVISION 15091535.3571 FAX (509) 535.1267 PENINSULA DIVISION 1360129748821 FAX (360) 297.8828 7'12- - ooz• / 1 DATE 9lz7 /pc DROb, 0 .'.:21 co . WORK ORDER 43765 i ktviLLA C. PI A- 40I A ivvev Mk L-=m i Date rk t'YrT�' :.Y�!17�i?rW�RX>P! 41e'iFatw!C9Cr•' lava'' Ep' f�xw .5w7!v:av�wtwv."x•,�7v + *w•'y rg+r . rtr.++ t+ net:.riSaxiLlL:re�tzP•lYre:.�C7 wrM•TNrteaa•r T.? 01011,014 TrTrOTUITT4ast. !s:!!x+�i S' ilr_.,: 3 VitT ,•.... a i Information / E' To Build On Englnim ing • Consulting • g SEATTLE DIVISION (206) 282-0666 FAX (206) 282 -0710 Certified Report by Professional Service Industries EASTSIDE DIVISION (425) 485 -0244 FAX (425) 4854611 TACOMA DIVISION • FAX(2 other as acceptance o f associated i— ed work or a warranty of design or workability of the specification requirements.' PORTLAND DI (503) 254.8418 FAX (503 P R3;JEGT NO % • p i g i /.,- P EIVAM G CtTYj / /,!/ X' .', 9i/ /i ���� 5608 R 0280 SPOKANE DIVISION 15091535.3571 FAX (509) 535.1267 PENINSULA DIVISION 1360129748821 FAX (360) 297.8828 7'12- - ooz• / 1 DATE 9lz7 /pc DROb, 0 .'.:21 co . WORK ORDER 43765 i ktviLLA C. PI A- 40I A ivvev Mk L-=m i Date rk t'YrT�' :.Y�!17�i?rW�RX>P! 41e'iFatw!C9Cr•' lava'' Ep' f�xw .5w7!v:av�wtwv."x•,�7v + *w•'y rg+r . rtr.++ t+ net:.riSaxiLlL:re�tzP•lYre:.�C7 wrM•TNrteaa•r T.? 01011,014 TrTrOTUITT4ast. !s:!!x+�i S' ilr_.,: 3 VitT ,•.... ro �+ i Information re /f To Build On EnpNtN�ing • Consulting • rimming SEATTLE DIVISION (206) 282-0666 FAX 1206) 282.0710 EASTSIDE DIVISION TACOMA DIVISION 14251485.4244 FAX (425)485 -1611 (2531589.1804 FAX 1253)589.2136 PROJECT ',NO:// 742- &)2-// DATE F co PERMfl NO t L- ,09.:6O -2Z.o' ' ORDER e/7 / ' ,iii :/ ;,, 4' / / v/rv✓iL.a ,L.,_:, , EER % ,1 9 �: G N.A. //RcHi 7 c,' TT)4C1OR ,g��, V✓r ,q r J3'C�P /YI�SSdN2 I ! RESS £M/ .4 A J 466 rte 4Z3 ,b Cam T S -08.1 ]� - ii �xe�4�MlWI COMPRESSION TEST PORTLAND DIVIS (503)254.8418 FAX (503) 252.5608 0282 SPOKANE DIVISION 1 5091 535.3571 FAX 15091535.1267 PENINSULA DIVISION 13601 297-8821 FAX 60) 297 8828 0 oN o ot „wlated w ork or a w arran ry o d esign or workebdity of the specification requirements.' Certified Report by VI. Professional Service Industries Date BMPI!4.'1, 0.YTMtlIIA'�'.�/17T%f itA!N14�1b!kYR.+aMk`X fY.'i.Yr1'P W' ?YTS u?`Kn9.•x -W z C.) g U) • uJ uj J • o q LL < I- W. Z; Z � 2 � • tu U 0 0 F- ' WW H 0 o I z U co O z SAMPLE I.D. TYPE GROUTED SIZE 1 L,W,D) AREA ISO. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED LBS. RS,I, Wie6248�, MOCK p 2X` C,y 131 Io 5 oa 3 b40 1180 St� M RAM R 3,t to 0o Z S 5427o isr0 s N MR0232, 31i 10 245 Zd S"SO ! 834 3 t • SLUMP A� t , l 14 TRUCK# DESIGN f ASTM C -143 PM MIXING PLANT P rv� TICKET# /j0 5 /U STRENGTH F ! GROUT CEMENT C'SE AGG. FINE AGG. ADMIX MIX# PROPORTIONS A� N/\ GROUT CEMENT E AGG. FINE AGG. ADMIX N ii6< , r • PROPORTIONS • . • 0 C 0 . i. d ' ASTM C -1064 O ASTM C -1064 TIME & WEATHER ` C V �y MORTAR TEMP. GROUT TEMP. A* pi %foy;1� b�11� NI"; (((IIddUStf(CS Inc. DRT SAMPLED AND TESTED MORTAR • GROUT PRISM OTHER IN ACCORDANCE WITH: ASTM C780 El UBC 21 -16 • ASTM C1019 • UBC 21-18 o ASTM E -447 0 UBC 21 -17 ❑ POUR LOCATION AND NOTES: .4. ol+u 5 r rC 7-0 r) RLq e - ,L , a Cm, L. PLc M©RrAR ()'s c v t i ll A . S A t� iY Cl�L l)e /! /X �� to-ha -7c • Oil 4114• A. s. . • - C--270 I_ Ad V - 2 - !L t., - • 6 ,r le ug" /'J • Co r-: cao • It AO., - G.'• r A - 9 ' /34WID !_ Ar .. _: R00 -) o I I U A ':.. - _cam* [ IV E .: o " L - to .roo' GU / o ors NG it/ `j Yo A'o AiY1pLcs (1)e /71i11- " , AL/ 'R 6 'int: A , 610 if R/c ` S CS,, EQUIPMENT IDENTIFIC ION AND SIN #: COPIES TO: I MAILED: I INSPECTOR: IDATE: ;i % %%' ' ;' , ;241 l///ff/' iP.ECTEEDr'C;C/ -APPROVED P {� �' :j /, / / / �/ /, /,� /<';'',7:7/ ,. 0 �`/ % / / � '%%' coNF i�MI1V • Q iTEMS is �L� 7 OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER FIELD CONTACT: DATE: C ��,, 1 _`' (� _ 'This report is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in lull, without the lull permission of Professional Service Industries, Inc., is prohibited.' 'This certification attests to the accuracy of the results obtained from the actual test pedormed and/or observations NAME ON OFF ST OT MILES h 0 b 6, AO 3; O 0 g 77- made within the defined scope of the work. Certification shall not be construed to represent In inspection, approval or TOTAL HOURS ro �+ i Information re /f To Build On EnpNtN�ing • Consulting • rimming SEATTLE DIVISION (206) 282-0666 FAX 1206) 282.0710 EASTSIDE DIVISION TACOMA DIVISION 14251485.4244 FAX (425)485 -1611 (2531589.1804 FAX 1253)589.2136 PROJECT ',NO:// 742- &)2-// DATE F co PERMfl NO t L- ,09.:6O -2Z.o' ' ORDER e/7 / ' ,iii :/ ;,, 4' / / v/rv✓iL.a ,L.,_:, , EER % ,1 9 �: G N.A. //RcHi 7 c,' TT)4C1OR ,g��, V✓r ,q r J3'C�P /YI�SSdN2 I ! RESS £M/ .4 A J 466 rte 4Z3 ,b Cam T S -08.1 ]� - ii �xe�4�MlWI COMPRESSION TEST PORTLAND DIVIS (503)254.8418 FAX (503) 252.5608 0282 SPOKANE DIVISION 1 5091 535.3571 FAX 15091535.1267 PENINSULA DIVISION 13601 297-8821 FAX 60) 297 8828 0 oN o ot „wlated w ork or a w arran ry o d esign or workebdity of the specification requirements.' Certified Report by VI. Professional Service Industries Date BMPI!4.'1, 0.YTMtlIIA'�'.�/17T%f itA!N14�1b!kYR.+aMk`X fY.'i.Yr1'P W' ?YTS u?`Kn9.•x -W z C.) g U) • uJ uj J • o q LL < I- W. Z; Z � 2 � • tu U 0 0 F- ' WW H 0 o I z U co O z afWil Information LIZ NIZZJ To Build On Englowming • Consulting • Tooting SEATTLE DIVISION (206) 282•0666 FAX (206) 28240710 EASTSIDE DIVISION (425) 485-4244 FAX (425) 485.4611 TACOMA DIVISION (253) 589.1804 FAX (253)589•2136 M erj AC k ANs4.>to rALic_., a - acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries FIELD REPORT PORTLAND DIV1S (503) 254-8418 FAX (503) PENINSULA DIVISION (360) 297.8821 FAX (3601 297.8828 74z - celai I DATE tc)125/ce. 4 4 el> I 5 SPOKANE DIVISION 15091535.3571 MX1509)535.1267 Date VICIVIZMIV ,,,,,, *= =.41,,,mr,r,mwzor..,,, , rroorrtIMM‘IIMNSMO , KAIVAVAVAVVWAVANageVA 9 MVP 4 0 , 41 k-?'S V, ot, c - cc, '1c- L (--L t•-)c.=. • .--,,=. C C._. L.... k C Ak t $—.1t.th, c- MO LA) D. 1.—c.... tcr (:, ...C,c::) , - E 1 1, k ... S - ... k=. C) $7 LA.J CL K.)75'Z3Ick t•-lk 4.._e. k" P,-.. c1•-s • : • _. OCT 9 ' Vi ... "11,...1111C11S■7:•"c '",. . • EQUIPMENT IDENTIFICATION AND S/N#: COPIES TO I MAILED: I INSPECTOR I IDATE : 17,rems.:.',.IN,sp,EqTgp170 ..'/ , • ., /,:!.CONFO 1 33, 1 9.):1% , "/ ;...:ii.--7:.;,'.,,,,•••-•-?/. x:// , - • c ; _,,,,,;oN 9 R! G. //,.. N F Nc o -'7.4../;', OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER FIELD CONTACT: J DATE: i c 41- 4 i (... olA e• ____, `This report Is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in full, without the lull permission of Professional Service Industries, Inc., is prohibited." 'This NAME ON . OFF ST OT MILES certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or ....-_-_, c:,•, k k 2 . TOTAL HOURS _ afWil Information LIZ NIZZJ To Build On Englowming • Consulting • Tooting SEATTLE DIVISION (206) 282•0666 FAX (206) 28240710 EASTSIDE DIVISION (425) 485-4244 FAX (425) 485.4611 TACOMA DIVISION (253) 589.1804 FAX (253)589•2136 M erj AC k ANs4.>to rALic_., a - acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries FIELD REPORT PORTLAND DIV1S (503) 254-8418 FAX (503) PENINSULA DIVISION (360) 297.8821 FAX (3601 297.8828 74z - celai I DATE tc)125/ce. 4 4 el> I 5 SPOKANE DIVISION 15091535.3571 MX1509)535.1267 Date VICIVIZMIV ,,,,,, *= =.41,,,mr,r,mwzor..,,, , rroorrtIMM‘IIMNSMO , KAIVAVAVAVVWAVANageVA 9 MVP 4 0 , 41 M=77 isr7=77 Information = To Build On Engineering • Consulting • 'Posting SEATTLE DIVISION (206) 282.0666 FAX (206 282.0710 EASTSIDE DIVISION (425) 485 -1244 FAX (425) 485 -1611 TACOMA DIVISION (2531589.180-1 PAX 1253)589.2136 FIELD REPORT acceptance of other associated work or a warranty of design or workability of the specification requiryments.' Certified Report by Professional Service Industries PORTLAN (503) 254.8418 FAX VISION 2.5608 SPOKANE DIVISION 15091 535-3571 FAX 15091535.1267 PENINSULA DIVISION 13601297.8821 FAX (360) 297.8828 t Sag., TTY L IiJa °f'8 '6% 5c f7 PROJECT NIX:? PERMIT NO / CITY' ENGINEER i ; - ARCHITECT% %%- CONTRCTPR, PS.0*ADoRE0 74- r 1 DATE \(- 125/nc, W.O. S t.S GZ CA.) `10 Date -- K> L. "'" _ %tJs ■ rz.■.. L. 5 %-\--. t=om -\ lv .� c y u?ox \tJS C.K. 1b1..- H CT r) '`' 2 v. , U...)p.%...c.. - cc , S.E.< 1..::.. L 1lJ '� •••ti • F-- ..l�r".J' art. %.i O IJ C.NC \ �.�.‘ c •..r"\ .■` LL %..,..L... \ 4A L - r c:;;. S - tom .c.. t S--- ' �c-.A L._ 5 — ��_�:� c i��J \ N. ��o� -EE: <-•,, tc-L lJL • t`NO L w. S ;> 1Ja1.. 7:-..7. � '.._a L 1 -' S ...t l.C) N r ... L-\ -- L7p % 1..kOp.5 Z N1ik •.11` 1=.c} L- 1 / 4 T5ITCx3r1 , c- .■4"C? 1 422 b k 1 Z5 -04? r 7 • _ 1V1,.. F4 . _ — .. _ - - : _A - 2... 1 s•_ ► _.. , a t, --� 1 F -4 Lc - 1 t- ', .•t` 4 68- - . • .r — '? . ■ ' ( ! ' -k .."17.3 4 . .. - ''.--- Oc on - 1J : :74. Cc� . k.J 01 7 c N2. \ 3 .- (c is nncc S A �c,- - --- .(:)...,Zc. K 'mac- ,_cwzi it. A�P,...■c.'.at..a EQUIPMENT IDENTIFICATION AND S /N #: Cx5;>sS COPIES TO I MAILED: � — INSPECTOR. DATE: DATE !!-, %� jj '� . '! /'%' I DJO%�j, APPROVED PLA S' , ' '' ; ✓ r ii /,/ / //' / / // NONCONEORMIN � �.,, ;,,. %' ;;/i„ ice / /! 5���� -- (`.'12.5 / OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER FIELD CONTACT: DATE /k r 'This report Is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except In full, without the lull permission of Professional Service Industries, Inc., is prohibited' NAME ON OFF ST OT MILES (.0 ,_ 1 ..1A A .T2_, S. ;_« c . Q7..1 "This certification attests to the accuracy of the results obtained from the actual lest performed and/or observations -. .....nd.. a- ., ,i A r ,ho ..,... rnnflinntlnn ,hnll nnl h. rnnnlrund In renresent in Inspection. approval or l'�.. .. .---... -....A i TOTAL HOURS M=77 isr7=77 Information = To Build On Engineering • Consulting • 'Posting SEATTLE DIVISION (206) 282.0666 FAX (206 282.0710 EASTSIDE DIVISION (425) 485 -1244 FAX (425) 485 -1611 TACOMA DIVISION (2531589.180-1 PAX 1253)589.2136 FIELD REPORT acceptance of other associated work or a warranty of design or workability of the specification requiryments.' Certified Report by Professional Service Industries PORTLAN (503) 254.8418 FAX VISION 2.5608 SPOKANE DIVISION 15091 535-3571 FAX 15091535.1267 PENINSULA DIVISION 13601297.8821 FAX (360) 297.8828 t Sag., TTY L IiJa °f'8 '6% 5c f7 PROJECT NIX:? PERMIT NO / CITY' ENGINEER i ; - ARCHITECT% %%- CONTRCTPR, PS.0*ADoRE0 74- r 1 DATE \(- 125/nc, W.O. S t.S GZ CA.) `10 Date \\Wsz, 'A \\\\ ,4;\\,ck. -FAT 1G T r t N A k d G e _ y c - PROJECTNO :• ./,.. RMIT,NO %% , :�:r: /V C ,_,•— / 4,j E A '' , ,,,, 14 .7,4' ; ‘.2,;,,,,,/,',... R ' ROD ADDRESS Z i Z 1( DATE 9 � lop Aft.., v ER Pk I v cr 1 ; /).R0oo -2oR' wo. W3 Il Ss'ArTL+ - ix)" I^ tf }GvJ11.1 V9E 1 9531 RR - v . , O,• Z„ R ,'y► , D ItO -' C' • 1,1. A , M Q CA I;Yr-1 q o re : 1 L o I Am> VFR pARK EAST COMPRESSION TEST RESULTS SAMPLE ID. SIZE AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LBS. P.S.I. ,CR36tZ bx l 2 ZSr IA 10 0( 7 l —to 41)40 J 4 --- CCR "g$12. 'pit. 1.c.1 10 2 16 t.0 540 J 44 — C lZ R -2 i3 1 L�. �� 1 21'•R tsl,os0 s .\ V SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NEO CAP OTHER IN ACCORDANCE WITH: C-31 CS 43( C-172)( C-231 ASTM d C 1064 C 39 >C C 1231 ❑ TIME, TEMP. & c DATE // MIXING DESIGN F SAMPLE WEATH I�� 6 3 ; �� CAS `� PLANT 0)/ 16 5 STRENGTH F t ie TYPE r6 X 1 2 cll.- PROPORTIONS: CEMENT C'SE AGG. `` FINE AGG. WATER ADDED ADMIXTURE ADMIXTURE ADMIXTURE al j .)6 6 H 6 'i 1/biv — TYPE OF CEMENT T ir CONC. TEMP. 67 SLUMP ' ins. AIR Ai/if % QUANTITY 1 / Cu. Yd. i TRUCK C IS TICKET # D S I SUPER PLASTICIZED SLUMP ' 1 T : MIX # E� O 7oO `_ POUR LOCATION AND NOTES: DATE RECEIVED: 9/Z q! 00 n •r : r' EA , > j�?»T7A ,T•5.0 ON Si re - f e / q yD CoIv CREM' fUR - R' �L IR C cAyukt- 5 o a t C./A.)6 l= a 8 7 / q. i i _yrriess i,�'c>P tri ^.4;, 8..3 7 7 / 1? b -F9 -- � +.- it _ . Also 0 , y►7 4". ,., — 4 r L L e . - , 8 µ^-10 _z F.8 ^-.r 8., 1 o , 2 p+t4 a o , F- I y •w (...4- . Thaw rNi- #=os. 3AL. l r A _ A , .5R6 cQ A • -U '� Crt/ • • E OW ' S .z • L , �' . c 4 4nNe tv ► D 2 - f CoivcRere. W:. CoN.S'L .: < • 13 6 , -A)ecaL 1 / i; of C !//744 • i v ■ ,• L E i £ 0 U T I/C-17 jAi • ` - EQUIPMENT IDENTIFICATION • ND S/N #: COPIES TO I MAILED: INSPECTOR DATE: '" '' % /'�' /, ,0 / ITEM$ N1, SI ACT // . 1?P,OV�D;P � ,,: ', / ;/ ,// /7, % / �� p 'N %��T�q� i,' /NONCONF HMI , t his Di V V8 !� O r NER • INEER ARCHITECT C ACTOR BUILDING DEPT. SUPPLIER FIELD CONTACT: DATE r - CA 0 0 'This report is provided for the information of the client only. The reproduction of report, by any method, and its transmittal to a third party, by any means, except in full, without the full permission of Professional Service Ind Inc., is prohibited' This NAME ON OFF ST OT MILES !! .' l f A.R P W certification attests to the accuracy of the results obtained from the actual test performed and/or observations made made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or �F 1{ m n 7 0 .2 TOTAL HOURS r~ i i l� Information Consulting On £ngkfl•INfg • Con11 i ,g • Meting SEATTLE DIVISION EASTSIDE IIIVISION (206) 282.0666 FAX (206) 282.0710 (425) 485.4244 FAX (425) 485.4611 TACOMA DIVISION (253) 589.1864 FAX (253)589.2136 PORTLAND I IVISION (503) 254•x418 FAX 31252.5608 SPOKANE DIVISION (509) 535.3571 FAX (509) 535.1267 PENINSULA DIVISION 360i 297.88 PAX 1360)97. acceptance of other associated work or a warranty of design or workability of the specification requirements' k •' Date Certified Report by Professional Service Industries •.srnS:.a.nriktrroK?�nw.yp t�.mrus �Tt�Mla�r>t55�eft�e r�'�v�n,,wx, � �.. r �*.•�. «�.xw'waar.•vs^�a =�essx >raa mo w. 3 U I3 ' W W , N U. ' w ga CI • w 1= o '. Z H U � O I W W . I-- IL Z ,. W _ ' Z — vim Information / To Build On if comultlrp • Taming SEATTLE DIVISION EASTSIDE DIVISION (206) 2112-0666 FAX (206) 262 -0710 (423) 41154244 FAX (423) 4113 -161 I F acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by TACOMA DIVISION • ' t ! 'PORTLAND DIVISION PENINSULA DIVISION (253) 369.1604 FAX 12331369.2136. ", :00312544118 FAX 1303) 152.3608 136012974821 FAX 13601297.6623 74 -c* a ( DATE to / cc ,t1 W.O. 4q$1 , DC- i M t� FR 4. ,, _ :,, SPOKANE DIVISION 13091 533.3571 FAX 13091333.1267 \- , C_� S Cv \ \ 1JS �:X.: e _ 13 l 1.--1 t i Ca 3 �3rn ' A_GtI t C. cyl__ �` 4 t=• L. \t )c TO m oor _"d ��.1� oA= L Jk.� ` .-o C \ _ ` gull t.5a t■a\ `.e. A. P -n. ?� (Y\ DoJV—f -ac-. _ _ _ t o*.- EQUIPMENT IDENTIFICATION AND S/N##: - COPIES T0: I MAILED: I INSPECTOR: / ' -` %�ll <%i��� % /// j ePP OV ' ?jam / / / % % / % / % '''A 9R I �j / 9 i ./71 �/; ,r�� /; .'�NONCOWFOFIMI, , / /% -- OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT . SUPPLIER FIELD CONTACT ( DATE: .._ 'Ns report is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except In full, without the full permission of Professional Service Industries, Inc., is prohibited.' 'This certification attests to the accuracy of the results from NAME ON OFF ST OT MILES obtained the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or .---- �,7 I \ 7 "-SS), TOTAL HOURS — vim Information / To Build On if comultlrp • Taming SEATTLE DIVISION EASTSIDE DIVISION (206) 2112-0666 FAX (206) 262 -0710 (423) 41154244 FAX (423) 4113 -161 I F acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by TACOMA DIVISION • ' t ! 'PORTLAND DIVISION PENINSULA DIVISION (253) 369.1604 FAX 12331369.2136. ", :00312544118 FAX 1303) 152.3608 136012974821 FAX 13601297.6623 74 -c* a ( DATE to / cc ,t1 W.O. 4q$1 , DC- i M t� FR 4. ,, _ :,, SPOKANE DIVISION 13091 533.3571 FAX 13091333.1267 air t t i Information / To Build On Enp +e • Consulting • Testing SEATTLE DIVISION EASTSIDE DIVISION (2061282-0666 FAX 12061282.1710 I4251.834244 FAX (42314854611 • acceptance of other associated work or a warranty of design or workability of the specs ication requirements.' Certified Report by Professional Service Industries yaa» vn• �jl�! ��r+ :a +R�t�rct�cnrrr�,w +xaac•n�.e. FR _ _ TACOMA DIVISION PORTLAND DIVISION 12331 589-1804 FAX 12531589.2136 1503):544418 FAX 1503) 252.5604 :EiPErW j "4 : �c.��c. I :.c 1-+� �JC�tcb�' r - PROJECT NO. �R 7 t c`� ���odu2. �r Q;,� W n T PE "NCB / / / / /// : !, ; 5�a ZT`-c t.Je. °I 8 3 �$ ERY, . /, /, // �j'� ENGINEER,, ARCHITECT, 2 CON R CTOR PRO.f:'ApRESS FIELD REPORT 14 2 .do 1 t...14r-Lv L Z G 40 I ANU i . CA SPOKANE DIVISION 15011533.3571 FAX 15091 535.1267 PENINSULA DIVISION 13601 297.4821 FAX 17601297.88:8 DATE tor-as/tie. 'tor-as/tie. w.O.4,1 11 3 O e • - • - F-4 _ -- .. - - - . lep. _,-0• -- e. - - • I •. 1 5"_ a k -` F4 L.‘ ■ + 0 68- e :: ,:-,t A?. is Me7E •5 A?i - - c s c k -. ‘c�cvcv a fit. Al -icy. . EQUIPMENT e . AND - COPIES • • • - . DATE: •-• ./,',/i'ir'' / ///'' o • - / OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER ^- Lq I 'This report Is provided for the information of the client only. The reproduction of this report, by any method. and its transmittal to a third party, by any means, except in full, without the full permission of Professional Service industnes. Inc., Is prohibited' certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection. approval or �''� NAME ON OFF ST --_ �_^ OT MILES � M MM M.4 'This II 4Dv N.— , , _. .—,� �� I TOTAL HOURS w air t t i Information / To Build On Enp +e • Consulting • Testing SEATTLE DIVISION EASTSIDE DIVISION (2061282-0666 FAX 12061282.1710 I4251.834244 FAX (42314854611 • acceptance of other associated work or a warranty of design or workability of the specs ication requirements.' Certified Report by Professional Service Industries yaa» vn• �jl�! ��r+ :a +R�t�rct�cnrrr�,w +xaac•n�.e. FR _ _ TACOMA DIVISION PORTLAND DIVISION 12331 589-1804 FAX 12531589.2136 1503):544418 FAX 1503) 252.5604 :EiPErW j "4 : �c.��c. I :.c 1-+� �JC�tcb�' r - PROJECT NO. �R 7 t c`� ���odu2. �r Q;,� W n T PE "NCB / / / / /// : !, ; 5�a ZT`-c t.Je. °I 8 3 �$ ERY, . /, /, // �j'� ENGINEER,, ARCHITECT, 2 CON R CTOR PRO.f:'ApRESS FIELD REPORT 14 2 .do 1 t...14r-Lv L Z G 40 I ANU i . CA SPOKANE DIVISION 15011533.3571 FAX 15091 535.1267 PENINSULA DIVISION 13601 297.4821 FAX 17601297.88:8 DATE tor-as/tie. 'tor-as/tie. w.O.4,1 11 3 - - - - - -- - - - -- - - -- A..g. e, c_ • - , OM ...Si r ' 7 ' 75 c VE p 4.44cp4 iu % Of= C -iM• Li- • Lock i = (GE F BEN (r'o utng6&5 Ts, A rL' flicno LA!Eir Oic C.rx-e COk'tQe4CTOIQ C v ∎ - 2 t m ( 8'4" or 1A/A T7.0 o �1v �gvrIs ?Cuc L�,,�r, L sr ' tg ,�u, �t9i�v�rq /t �` l 1..)0602 o - -g - , c . - - .44$e3 o a 5 ' F . J P ( l i p 0 att'7. J 4 C r e ) A C - 3.f)i ( . 0 t l ' - l/I '&' &;i5 � '7..4%5• Tb eE G'sze.)(17 / A,. Av./2.. , •' • y • 1+,114(L• C. mkrir 2_1G -6Z C nL- '7'5LD F_' cll.2c i k1L' o•c 7 "x 5/8 sp �Z r - R2r1,1 I t L) .4M. • C Alw 11 — ! 9. "" NI r11 1 .. • tt■ t _-. 44 ti-)` - m.� P?00 7 1 L Lk - , A, LSn C;otu p4c of (om -6 Crl C�' CAI / 2 X 3/ 9; Q ; A. -3L. CR t)1, 1,,q r-f•� G " i /1�fRep 413 `� O -C: > � eD>r• W t' -F" f o2 I 4 "x LE2D6Etz (, I r o Cow, 1664 j.L c& blue:- ALL i4cr, of rz6 rA Rer) JAS p Q J4 ti, " fY 06 , /4 L..5 Cn/► , f jc.c ip AS1c r a C - C /OA 1/i Air; aic 1.4 l j 2.? Srliz 1a 14 GS1 - Slog C.Wt..l4_ ( IL.5.4LL Fgovn Roe RIr To L 1,11/4.161. L 4 , $ IVA FS \C1 Ir I ?F C.C. /4 AL 0 Al 1/416 ,3S p --)2 I)'R L L. (2.1 o� R+-t '' 1 '; • EQUIPMENT IDENTIFICATION AND S /N #: COPIES TO: I MAILED: I INSPECTOR: r DATE• . "'' % ' �; . •` ITEMS INSPECTgPAV : APPROVED;PL'Aj�IS� E �,, / , .� i / ;• , , % ' � ' ' ' C0rNE0��iEN %�/ / .. N ONCO i I % . j . / r /: /.mil /��� �� /�. � /� .� >it.t / 0 /// �n DATE : . OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER FIELD CONTACT: - n / 0 I • , 0 'This report is provided for the'Tnformation of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except In full, without the full permission of Professional Service Industries, Inc., is prohibited.' "This certification attests to the accuracy of the results obtained from the actual test performed and/or observations NAMES ON OFF ST OT MILES MA SON i� C r O O 10:00 l 72. _ L'• POk I a •� _ \ o -iC, 6 made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or !) Z. 14 I WJVGi•r TOTAL HOURS acceptance of other aaenrmtnrl .n.4 �. ..,� ............ ...._: Z x- i Information / r To Build On Engineering • Conaul g • 'hating SEATTLE DIVISION (206) 282.0666 FAX (2061282.0710 EASTSIDE DIVISION (4251 485 -1244 FAX 0251485.4611 TACOMA DIVISION (2531589.1804 FAX 12531589.2136 yn or workaoviry of the s pecdicatton requirements FR CRIEN AOORESS'! • Ai rE JfRQJE cl•,r,' j %. i.4 r,aLi r -cµ • 74.A,neSVul2 y7 WL`Si : Sk7*rr -L /VA q '1$ /AB 110 8. tcEvrtii)a 4/60? PROJECT NO. PERMIT NO CITY ENGINEER; - ARC . CONTRACTOR:; PROJ.ADORES -007-11 DATE a cc_90 U -007-11 /MI /WA AIOC 6 t• SPOKANE DIVISION 15(V/1535.1571 FAX I509) 535.1267 I 0TL, ND DI SION PENINSULA DIVISION (5031 25 . 18 F. 5031 252.5608 (3611297.8821 FAX 3611297.8828 Certified Report,by Professional §ervice Industries Lt. D ale • TS•98•I ," x�ntq:R^ rob^, i. y11' �t4.' ?t'F13.4k�."4GUw n 4!':J/(iy�Yry rfi.onotvi no CLIENTj�i j . ' PPRES S» j %% ���' , , .±. -, ► - _ , _ _ PROJECT NO: '74Z oozi l DATE 1 03 io ac� ° ' -pox /, N N , 1 • • .. it,- - ,1 & ■ t *b. Z y t �9. ICC 4 111 , - PERMIT NO ' CITY ' ENGINEER ARCHI ; CO.NTR PR,O ; A DD RESS D Z o. = zZ4 ' W.O. 44 ` 5D 2.7 io _ 1 vhu r, L.ra U 4 - ,, 's . / G_ / • di A .. _ ors ! ! to a ~• • 4., al ... - ar. A _ - 44. a^ .yll 4 L - - •D. e-17 �, N � I ON �� P0' N / 1% PRPJEC % - - d 0 C�. 1V-�} . •.. /J , LLJiJU EQUIPMENT IDENTIFICATION AND S /N #: McG4R4y C'ows'r_ , J 0,3 /4130'7 I 401 4 0144.c67: C. \Al i4- i L� .1- ( J '= 7'c, rty /44A5c/• .2.1 4l C -ic' / Mce4m rhiy X 0 1.4_ , ��T AP,,aF.I) 'A `- ...2 waluz. LJ ' A ece v- F.tVxy 0 # 5 /r8 1 T •r i 2/RL /`► / - Pot") i iv 8 eDnEI � s" S cE - 1)6774/ L. _s' .p. z. Z • .,-wi) Gs'o R.I -...1", 191 ii7. ' 'r ( L U . _L rv► T3�0 S' \t■jEC - r9 N 1 , ?■ PS r S r o P G M' CL . SG ffrii j'161 C i4 - (AM LL . 6 r lue . i.4 5 -p R F 01. 5 "j) P R, rfilri to v i= wrT► *,, �R.S SpErI -'t Gar 0 .= RLSw rt,aSFA2vl &P> PmN4'ztvierni2 G 5 /4 A i ADE'D -pox /, N N , 1 • • .. it,- - ,1 & ■ t *b. Z y t �9. ICC 4 111 , RIDbC \ .(E4r S ► DR Cs S 9DER /A `ri o ►v Ci 10 .41.1.- • Al LL Epoxy / A)t Gkv ..S #.9or Coi,ri g) Tit' S .nki-� v 4�oR lc v r•A Dr,1,V6" -t ia=w2 gam= A.t066 in C-IM 14_ E/�f y I Alc LL Z - 1'11114_1 i4 , Lrr /4 -Is 1A.5 Aro rep p /. D214ir)IA,G:5 ` 5D 2.7 io AIL i4 cr. t,r fr6. - 5 /,ppL")*Ren AS' P -/4 Ati Lz. 6. R .1 7 •.�. d / ,, 's . / G_ / • di A .. _ ors ! ! to a ~• • 4., al ... - ar. A _ - 44. a^ .yll 4 L NAt4 N0 c3,e 1 4 s S. p_ 2. •z © �? . ch t i P6A t 5EE M R l 9D '7 -re, R D 6 -1 L.1 otv ma4soAi y_ ,7 - 1 ` Cl ' nnnn •.. /J , LLJiJU EQUIPMENT IDENTIFICATION AND S /N #: COPIES TO � MAILED: � INSPECTOR: I DATE: /i % � ,. %"' /� 2 '' TO,�i ITEMS'INSPECT,D ,/ E A PPROV t3 , S , AR • , % , //� r; iC ' � ��' ,, i ,,,,,/ �; i �! j ; , NONCONF 9 RI)AING '. > • %• ; i ,, ! / ; ;1 7. i a6/ / (9/0 eel ' O NER BUILDING CONTRACTOR DEPT. SUPPLIER FIELD CONTACT: f DATE E NEER • I • C) _ -i /V J / „`��U / mil ARCHITECT 'This report is provided for the information of the client only. The reproduction of this report, by any method. and its transmittal to a third party, by any means, except in full, without the full permission of Professional Service Industries, Inc., Is prohibited.' 'This F / NAME EPoxy ON OFF < ST OT MILES / AL VG-a- `i/A `i • 3d 7 12. 1. j ( 1 7. w' V V &C, Z (� `a certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or TOTAL HOURS r , Z. . M 1� i Information / ' ' To Build On EngkiNrffg • Consulting • Tasting SEATTLE DIVISION (206) 282.0666 FAX (206) 282.0710 11 » 17 , J,4 .W.rl1(1918•Vi!m ^74 e(nrt rwnt+•rn EASTSIDE DIVISION (425)485 -1244 FAX (425) 485.4611 acceptance of other associated work or a warranty of design or workability of the specification requirements Certified Report by Professional Service Industries fri TACOMA DIVISION (253) 589.1801 FAX (253)589.2136 FIELD REPORT PORT! \NDDIVISI 1503) 254.841 .A2(150 _52.5608 FR SPOKANE DIVISION 15091535.3571 FAX (519h 535.1267 PENINSULA DIVISION 1360) 297.8821 FAX (3601 297.8828 j 1410 F'O fC V1'ilA .�1��� b E pomf !a+.•'. +a XeyNr2te' ^1M;.�; .twssn�' -yr swsr:::•..�t .,:.p,, ,,..< r+a. r.:wd.;�a'CSwaNt;liNiR Date ( {M ~ W M oO tO W W ' tO Wo 2 � ' L Q; = CJ H ILI ▪ O. Z ~ 2 • � U o. 0 I- LU H U .z O z 5•.r DA) Sire.- 7rek /5,6J1 A_; CJOLA_S 4::; reit) es2c 0441 IA/Ali-L- ola 1 5E€ tot rk 14,c8 f;ifZ. 'b GrAILA . VilitLZ ON S i F. 1:tin (MAC-TOR (1 MC-Q.AR111 AS1W7.0 )1/ R* TO CEisCg k / .66. ' ,c7A ).3 5 +OR. OVC-R-tlitift^ - Daf)P ( CF_R_ eq /....ikrE 1.4 `-'••• G• f A- A6.)b 6N1 ic L-i me Amb 1 I Li. ALL Acrlilip A /45 672 p9Abuuciocropitaigs IN,S P91_4477.6 ;t9 MSTalie7 i4AIL5 p5 ^Netax: c 5 D Z.2 6 FE OCT , 1; .... .. .. • . ... ,....-.,' .• LL , '.1 L - . ' 2 f.' 2000 EQUIPMENT IDENTIFICATION AND SIN#: COPIES TO: I MAILED: I INSPECTOR: I DATE: 170,41.1WINISP,C,',A1,2,1 APPROV.EDP,IA)4”p p.• " % ,,X. t / ' /:., / 4 OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT SUPPLIER FIELD CONTACT : ATE: Ci&z ( 'This report Is provided for the Information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in lull, without the lull permission of Professional Service Industries, Inc., Is prohibited." 'This NAME ON OFF ST OT MILES i ItfriP c lee/ • ;100 & 77 certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or ., TOTAL HOURS J7 Information LI Build On Engfrwaring • Consulting • Thating SEATTLE DIVISION (206) 282.0666 FAX (206) 282.0710 1 4,1 r 0" ; (E , EASTSIDE DIVISION (425) 485-4244 FAX (425)485.4611 acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries P 1111 " 11434161 " 9 " 1 " '""'" 4 " . " 7 ""'"vo'orwo mkg , "Irlaw ymeam Erromaslum uterms t 1/4 PROJECT FieRmirNa., % EtildINEER2•%` FROJADDRES FIELD REPORT TACOMA DIVISION PORTLAND DIVI ON (253) 589-1804 FAX (253)589.2136 (503) 254.8418 FAX (503 52.5608 i J SPOKANE DIVISION 15091535.3571 FAX (509) 535.1267 PENINSULA DIVISION 13601 29744821 FAX (360) 297•3828 DATE /0 0=1. Date Ri■ .45 .so.era ":740 .... .--447 - ,4 - 7.= ,-4,-.c-L:V=ANekz 7744=' -0:44.5:7-..11fiel-4.7-,.^: \ 4• "agereT 411e7,,-..." , ./PV.40 -= "0:4•0:-.1.,= _CrY_C0iL*4.0 .. .. , 4414402' 274 .X'ilreeleP_,- , X . ?6 4 .2:".- 23 of-Z.4VA idn f2e.e/....) 7 ",.:-7../A- ie 44C/A d " , - --'444•4 7r ,__S 44=t4-..1).4 ..47-,...h.:.i, . r.Art./ 4 4 . e X' e e-1.1.44: -.AC% .o.....110-Cr S'Atc%kg ,...", 7 - /er/ - . ,....P./1.4../ ...0)Z- .44.,5 1 -ic•tr- -- -d - 2 4 ,044/%7 Ag...R.z.i..40 ...41 ...r., •• .4'.4 C... .4 7 -. X., . • I"' , -itt...er.-- ,e-I-eir..441,0." /4•9:4/.4.2 ■ .4. _,441.5:Ge.oilegtest.4% war...4•, . 4 . 4 7 ■;." -=" e ' .a.1.1.117 "Ii:1‘ ...et27 Tlei4L rvi .,* 41 II _Algae., G Ait:e TY .04/7•3/ - ,...rc. .41Z.ne..7 .Z7.-:*4 -- .444-7 1 - .3 "/ '4f ie...4 ..11' . • ..4 ..+4474 - - defistiAgeQc , .. Awe7" ,..-ic..g" !# EQUIPMENT IDENTIFICATION AND S/N#: COPIES TO I MAILED: I INSPECTOR: I . DATE . .,.;..„;., ITgAnsiNspEc,Tg010/;: .0pRoVE,1::(74A s,p ' %/!r / , / ...-.;;,': ,..'...;;: .,.. Nr . : : . , ..•:•: ... . .7,.,, .. . 0 1, f / ...- ls, if: ___. OWNER ENGINEER ARCHITECT .___ CONTRACTOR BUILDING DEPT. SUPPLIER FIELD CONTA T: DATE c.A.9:c.1.4) / 7 ) Mils report is provided for the Information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in full, without the full permission of Professional Service Industries, Inc., Is prohibited.' 'This NAME ON OFF ST OT MILES Ok e ofe:! ef..7-$' Z . ' f,....... 5 certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection. approval or / ./1 TOTAL HOURS M Information EXLEI To Build On alginoorktg • Consulting • Tasting Certified Report by Professional Service industries SEATTLE DIVISION EASTSIDE DIVISION (206) 282.0666 FAX (206) 282.0710 (425) 4854244 FAX (425) 485.4611 2 2000 ; (253) 51R±rawfPAN (2 d c-, 07 . 79 , PROJECT NO.' DifE c ...44/r 7 ver,rz . PERMIT:NO:, ENGINEER ; , zy vy 27 ARCHITECT': FRCS:LI:ADDRESS FIELD REPORT acceptance of other associated work or a warranty of design or workability of the specification requirements ND DIVISION (503) 254.8418 FAX (503) 252.5608 FR ' i2 I - b SPOKANE DIVISION 15091535.3571 FAX (5091335.1267 PENINSULA DIVISION 13601 297•8821 FAX (360) 297.8828 DATE /t, Date y i ll0MVIMAtiktatist(R V0009At?4 , 911:11 1 ,,, , S MOttiniCWYr trik*s.r f.V ro nd. , vsmirtniz L46 t t 'OWtrt.1, Ma Information - Lre.rd,la To Build On Enpin..I tg • Consulting • Meting SEATTLE DIVISION (206) 282.0666 FAX (206 282.0710 A Ef Y44 ')4( /4, EASTSIDE DIVISION (425) 485 -4244 FAX (425) 485 -1611 acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries TACOMA DIVISION PO (253) 589.1804 FAX (253)589.2136 (503) 254.8.1 PROJECTNO'% !% / ClT,Y / / /,, / �N If,1L�E� j j;i ARC i% CON1 , •0 c/`- ��•f a rr�GeY�i.�s PF119 ALJDRES FIELD REPORT TS•98•1 ... !R?R71+Vi PORI0e ngtf roll mvAt "y±�"Vi.L. ti1e22! ratsra;!m!! taoerr -, Date FR I_ 3 DATE/a tea° -z ? ,WMIu ACItliM P,R7.rrr;*+^ {':!N°w+'EI�,?Ln . nx* n2crceme,: .�x�.rNCACr9t*+'T•re't "rymTR+.y;n N 252.5608 SPOKANE DIVISION (509) 535.3571 FAX 1309) 535.1267 PENINSULA DIVISION 1360) 297.8821 FAX 1360) 297.8828 - �xIIV.O. T�JkttVi.- I ,,* /,e./ /43 ,E', -e2:, 3 >l� a !- jsV1/u�� .E .017 s/ /�. Z "12 . ' 77-:r a• a , arf e) ,y,/ , JO? 77/,cs T7 d& . /. '2 -, '� 77.44' ,,erer. 4 /Arm 04 /I ege . /.✓ /w/� /ice c_ 7"Z r c /...4.4.0. o r0.7 • 4" Cy r77 ie ? , ra.rr .row V;Virs "PX EQUIPMENT IDENTIFICATION AND SIN #: COPIES TO: I MAILED: I INSP CTOR: [ ev DATE: ' %n % rN / / #` . % ITEMS 1NSPF� ,T�J�/,T 4 `�; ' " ' % • • , 0 % CO FO I /, / . ! /.,; . w' / / ,• , j . ' yNO I ,1�C � ; _ "< ;, /;�i. � ` f OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER • FIELD CONTACT: DATE: it wr �� 'This report Is provided for the Information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except In full, without the full permission of Professional Service Industries, Inc., is prohibited.' 'This NAME ON OFF ST OT MILES PG�✓E —./ fC17/,X Sr !! /1 � V �r 3 fdi certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or / /f TOTAL HOURS Ma Information - Lre.rd,la To Build On Enpin..I tg • Consulting • Meting SEATTLE DIVISION (206) 282.0666 FAX (206 282.0710 A Ef Y44 ')4( /4, EASTSIDE DIVISION (425) 485 -4244 FAX (425) 485 -1611 acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries TACOMA DIVISION PO (253) 589.1804 FAX (253)589.2136 (503) 254.8.1 PROJECTNO'% !% / ClT,Y / / /,, / �N If,1L�E� j j;i ARC i% CON1 , •0 c/`- ��•f a rr�GeY�i.�s PF119 ALJDRES FIELD REPORT TS•98•1 ... !R?R71+Vi PORI0e ngtf roll mvAt "y±�"Vi.L. ti1e22! ratsra;!m!! taoerr -, Date FR I_ 3 DATE/a tea° -z ? ,WMIu ACItliM P,R7.rrr;*+^ {':!N°w+'EI�,?Ln . nx* n2crceme,: .�x�.rNCACr9t*+'T•re't "rymTR+.y;n N 252.5608 SPOKANE DIVISION (509) 535.3571 FAX 1309) 535.1267 PENINSULA DIVISION 1360) 297.8821 FAX 1360) 297.8828 - �xIIV.O. T�JkttVi.- I ,,* /,e./ — i Information S" To Build On Engle noting • Cona1111 ,g • Mating SEATTLE DIVISION (206) 282.0666 FAX 1206) 282.0710 EASTSIDE DIVISION TACOMA DIVISION (425) 485 -1244 FAX (425) 485 -1611 (253) 589-!801 FAX 1253)589.2136 414 .1 x.De ��r acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries PROJECT PERMIT NG v, CITY % %; ENGINEER %� ;<% IRCHITECI' , CONTR C T� ,,, ,,A " lei,' . P0,04;4DDRESS FIELD REPORT (503) 254.8419- '1503) 252.56(18 I3C / v J . SPOKANE DIVISION (50)) 535.3571 FAX (5091 535.1267 PENINSULA DIVISION (360) 297.8821 FAX (360) 297.8828 7c12. -(24:0// DATE /0 - /9 2c )-.(Dr) ?-b W.O. 4 - - ,.. Date w moo co w co w O•. J co H w Z �! HO z � w uj Mo O N : . = V` - lU U H /- O 2 At; .EValq-.0. t") / .S'7 7 --- /"cis,27-r�f A° ✓.✓ 2 ✓.4/k. Sri -re'. 527,Z .Q II G Gi .01g-i C/JiAC .el d_12rI•7 /it/d t ^ Jfi Z t/?'eil�/LL el t/V � >v7A,A.. P/f--JPe-C /0-z1i .r ..t/ir/tL - 1-7 .4::: .00.440 ....e/4t!�+O eerv44t22t•[./..i •7•• ?..7t7 I.v ■•-cda+.CS �J ...1A4? c/RC . / FJaGvctJ,- <-2 -1s,t..� s9Pr°2.5,'i '4-4% 0 7V- ' /2- r" Y.44'cts of en.tre , ,e_Gi Gr,e ' r f/1•44.3 ,•- �SLJ .f .e. e,,,,AJ .044/e7 /� 11 t a,.. i/C Y.1s c - , Z e c e6 7.e r,e4;.I; -/L') M✓g7 4~cf: e: , "i 701,..4% s „ s.S S ” G=aa) , /„A Gl i/rt' V g . !'v • Z r / �/ - ,C3 E/ / /4 - t`, / Gv. /,../l.. ./-/-..de f /s (. /.r/,=: c / (—/ F t i 3e7 —/-1, t / /4/T /.4IAGG L /.t /, �.Pcxe/ a!1--1# ZS /'".t Cf7 /41/x/ I/Ir4�S r_'./A4MS , . !/ a • 9 £ ? r . S �T G./....",.= /‘... ■ , EQUIPMENT IDENTIFICATION AND S/N#: COPIES TO I MAILED: I INSPECTOR: I /p DATE: %)!/ :., � %%0 ITEMS1NSPECTE Di,TQ, ! � APPROV '''',','%4 / / /!/ 4 %; / �� . am , %41%,7 i ,/ : %,NONCONF9RJyIN � '% /', / Irk OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT SUPPLIER FIELD CONT CT: DATE — — ._ J a / C. /0/ J 0 — rN 1 'This report Is provided for the Information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in lull, without the full permission of Professional Service Industries, Inc., is prohibited' NAME ON OFF ST OT MILES /.4_ +j, /' — • jj - a This certification attests to the accuracy of the results obtained Irom the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or TOTAL HOURS — i Information S" To Build On Engle noting • Cona1111 ,g • Mating SEATTLE DIVISION (206) 282.0666 FAX 1206) 282.0710 EASTSIDE DIVISION TACOMA DIVISION (425) 485 -1244 FAX (425) 485 -1611 (253) 589-!801 FAX 1253)589.2136 414 .1 x.De ��r acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries PROJECT PERMIT NG v, CITY % %; ENGINEER %� ;<% IRCHITECI' , CONTR C T� ,,, ,,A " lei,' . P0,04;4DDRESS FIELD REPORT (503) 254.8419- '1503) 252.56(18 I3C / v J . SPOKANE DIVISION (50)) 535.3571 FAX (5091 535.1267 PENINSULA DIVISION (360) 297.8821 FAX (360) 297.8828 7c12. -(24:0// DATE /0 - /9 2c )-.(Dr) ?-b W.O. 4 - - ,.. Date w moo co w co w O•. J co H w Z �! HO z � w uj Mo O N : . = V` - lU U H /- O 2 - Information To Build On EngkiNring • Consulting • Tipp SEATTLE DIVISION EASTSIDE DIVISION (206) 282-0666 FAX (206) 282.0710 (425) 485.4244 FAX (425) 485.4611 P iztruczbrat-.1stisomro.. ..wort1p7rxw M r eWire rm t nwnix : w re nv nm TACOMA DIVISION (253) 589.1804 FAX (253)589.2136 COMPRESSION TEST RESULTS M PORT ClN17DIVISION (503) 254.8418 FAX 1503) 252.5608 SPOKANE DIVISION (509) 535.3571 FAX (509) 535.1267 PENINSULA DIVISION 1360) 297.8821 FAX (360) 297.8828 •^oR - 14507 PROJECT NO. PERMR; CITY ii % %- ENGINES :- A Cfi1TECT ;, .: CONT ,RACTOR PROJ'ADDRESS 742-6021/ DATE /o 051Qp ct 4 :2Zf wo Y4o 7&' r'ukoA LA , I • >��rRWgk7 ER 4Se J/ ) yo/ i4& Dovej p4.4.01' E.4s7` SAMPLE I.D. TYPE GROUTED SIZE (L,W,D) AREA (SQ. IN.) DATE TESTED ATEST C 141 1g2.9 tie RN COPIES TO: I MAILED: OW ER ENGINEER ARCHITECT CONTRACTOR B UILDING DEPT. SUPPLIER ►110 OD O$O NAME ULTIMATE STRENGTH LBS. P.S.I. 2.S$ TOTAL HOURS CHECKED I ( DESIGN SLUMP / MIXING PLANT IJTDN6W l - TRUCK# 36 1 TICKET# /6?5 STRENGTH c . ( : ) G GROUT CEMEN4 A C'SE AG / G. de AGG. ADMIX MIX# PROPORTIONS A58 5[ ' 9(IX7 2, 22L7 MORTAR CEMENT C'SE AGG. E AGG. ADMIX MIX# PROPORTIONS / �/ / ASTM C -1064 TIME & WEATHER l f • 9 /57 MORTAR TEMP. SAMPLED AND TESTED MORTAR IN ACCORDANCE WITH: ❑ ASTM C780 UBC 21 -16 POUR LOCATION AND NOTES: GROUT ASTM C -1064 GROUT TEMP. PRISM 67 0 ❑ASTM C1019 XUBC 21 -18 ❑ASTM E -447 ❑UBC 21 -17 7033. DATE RECEIVED OTHER 0 9 (t, ?Din EQUIPMENT IDENTIFICATION AND S/N#: INSPECTOR: Jo FIELD CONTACT: ( DATE: % 4;, �%% %% % ./ / 'ITgMS IN,S,PE T,, % / o / APPP Oy" , t1S, / DATE: /, 4 � /0/5/1 %,:,tsiON , ON OFF OT MILES ST 'This report Is provided for the Information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in lull, without the lull permission of Professional Service Industries, Inc., Is prohibited' 'This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed 10 represent in inspection, approval or 5:5& rn,0 /45q acceptance of other associated work or a warranty of design or workability of the specification requirements' Certified Report by Professional Service Industries I` / U Date wY4ramlmw. t�, X; WwlaxN+ W. V. T" M1iY9M4' tlxlhr, K�aM+ iHR' MM' W..+ riC1t" IY�S! YM! iSWW,95tTT1:?7!�j',�i.(i,'r�5{. •,_. NM 1 re U) CO W N W '. W g a . � vi! 2� W W , o 0!- W W F 0 , O Z W co Z Information To Build On Engineering • Consulting • Meting "Al Ye) / .4 i1ocXdG /f0.4. e:. SEATTLE DIVISION EASTSIDF DIVISION (206) 2820666 FAX (206 2820710 (425)485 -4244 FAX (425) 485 -1611 acceptance of other associated work or a warranty of design or workability of the specification requirements' Certified Report by Professional Service Industries jpoom mA, r "mvm!W.I.4gn.:.•cK.s 4W11 lM12;:NT"�7'n??a5s TACOMA DIVISION (253) 589.1804 FAX (253)589.2136 PROJEC fl IO PERMIT CF- ENIN ER,'. ' ARCHITECT. % CONTRgCTOR 0J'- "DORESS ,a„m�r•. ^sm..nw. r, renz'tiRor.V i •.ar. .. » „ vn ryr ^.mennwizir mrm*+&rtf-;ttr' ! °OMI'MPRFAv `"?451f!! *�4.m C SPOKANE DIVISION (5091 535.3571 FAX 13091575.1267 PORT I AN91XVISI , PENINSULA DIVISION (503) 254.84I1��FAX 15 - 5.5608 13601297.882t FAX (3601297.8828 ?Y12 0 ail DATE / f -cc pM. +o ,w,o. 4 71u1.- 4/4444' rc C,f/4 Date COMPRESSION TEST RESULTS SAMPLE ID. SIZE AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LBS. P.S.I. g di /.2 2- Sr -z7+ 9.42 . 7 (1.01.4 uZSO , — 46 /4 - 1-7 ;. D SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NEO CAP OTHER IN ACCORDANCE WITH: ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM C -31 C -143 - C -172 _ C -231 ❑ C- 1064, C -39. C -12310_ 0 TIME, TEMP. & 7: 0d,.n "" DATE �/y MIXING DESIGN y SAMPLE WEATHER 60 d 1a4,1 7 CAST /7 6 ' .S I PLANT STRENGTH F t! doh TYPE Ls ' PROPORTIONS: CEMENT C'SE AGG. FINE AGG. WATER ADDED ADMIXTURe DMA TURE� ADMIXTURE r 7 "l& Q /YOd ∎ ' d ee irg d , 6 8 TYPE OF CEMENT CONC. TE MP. SLUMP yi ins. AIR % QUANTITY /d /rO Cu. Yd. TRUCK // d TICKET # 5:2//... ( SUPER PLASTICIZED SLUMP MIX # 0 6yCt0,c POUR LOCATION AND NOTES: DATE RECEIVED: / ' "Y_ 0 d Or — I i .7-er. d-r! ' - 4. :.■ -ai/ Al 0O 61 ' A / c _ L% 4 - F, , -- o -. - Co -t,/c,Qe -, ,Ifc -od L4' (' */ Te • At r ) C"AMAIL r3,4-7-A-0 wd rre< dFtecA 4,V, r.. 4 141 1400413: T, s ,1.4c ie,vr .y��4541 • • -z • • i • °di : 0 .90V ' - . / , 4.. C t Ar . eS - / /_ - ...: 3 - .0c./4/6-- - cave = ostwe l . 4 :.._ e..; - - -' T1Qe_ %J''4tc - •U 1 0 i . I. ' ,JU EQUIPMENT IDENTIFICATION AND SIN #: totessionat , :Induslr;z-,, :no. . COPIES TO: I MAILED: INSPECTOR: I i9 o O DATE: i i • '.' ' . A PP R VE P %;T O ' ' ' / % ' / f' ..� �� �� ... Tr�/ i �i O 1 441./..P Pe V c+ :.. . OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER FIELD CONTACT J I DATE. _ CJ�.c,Y[�� I 'This report is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in full, without the full permission of Professional Service Industries, Inc., Is prohibited.' This certification attests to the accuracy of the results from the actual test observations NAME ON "" OFF ST OT MILES 4[dtio sr3 D Y i s SO obtained performed and/or made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or TOTAL HOURS 6 . Information To Build On Engineering • Consulting • Meting "Al Ye) / .4 i1ocXdG /f0.4. e:. SEATTLE DIVISION EASTSIDF DIVISION (206) 2820666 FAX (206 2820710 (425)485 -4244 FAX (425) 485 -1611 acceptance of other associated work or a warranty of design or workability of the specification requirements' Certified Report by Professional Service Industries jpoom mA, r "mvm!W.I.4gn.:.•cK.s 4W11 lM12;:NT"�7'n??a5s TACOMA DIVISION (253) 589.1804 FAX (253)589.2136 PROJEC fl IO PERMIT CF- ENIN ER,'. ' ARCHITECT. % CONTRgCTOR 0J'- "DORESS ,a„m�r•. ^sm..nw. r, renz'tiRor.V i •.ar. .. » „ vn ryr ^.mennwizir mrm*+&rtf-;ttr' ! °OMI'MPRFAv `"?451f!! *�4.m C SPOKANE DIVISION (5091 535.3571 FAX 13091575.1267 PORT I AN91XVISI , PENINSULA DIVISION (503) 254.84I1��FAX 15 - 5.5608 13601297.882t FAX (3601297.8828 ?Y12 0 ail DATE / f -cc pM. +o ,w,o. 4 71u1.- 4/4444' rc C,f/4 Date S ..0 nN SIT/z R C ' n.vn.v ucicAS DVS z^rrciU oic .0.141,1./. va J C 1 l Sew M ft. t LS$ '0l2 '7 Et A1L5 , \csIHiLS OW S erF. jlrvtg Cnki R,ALrOg L McellRrr /) ASAtE0 /vi TO ©B SIZIF & ky / L d •'7M D5 tom aVa-��n - >�P , tt�n �� no L.1kI L4 M'& Alub 66.1 It 4•i AA) D II L,igt• ALL AGri UrT .Qpp taim A.i ER mAiuu - aerr25 • .s; 426977d l A]STQuerrr i /4 A 16 p s 1A91 lka '7i4GF_ ,S D Z • 2 /D - Felt EQUIPMENT IDENTIFICATION AND S /N #: COPIES TO I MAILED: INSPECTOR: DATE: I T S SPE DT" %,, I , f s //. APPROVpD P E;' / i/ !!� / // % % /% / ���i '. ), % CONFORMING � n / � � � T � ,l .4 / / -,�NONCONF ��i - !I .. -� / b 0 .4 OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER - FIELD CONTACT: I ATE % \- r�C� 1 3 ~ This report is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except In full, without the lull permission of Professional Service Industries, Inc., Is prohibited.' NAME ON OFF ST OT MILES D. a,( hffe fli; /00 3`.0o & I This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in Inspection, approval or TOTAL HOURS s� ha Information ' j To Build On Eng/naawNp • Consulting • Taatlnp i \f \ND DIVIS SEATTLE DIVISION EASTSIDE DIVISION (206) 282.0666 FAX (206) 282.0710 VSKt (425) 485.4244 FAX (4251485 -1611 OrJ 17 2000 cOMMU Ni'P/ acceptance of other associated work or a warranty of design or workability of the specification requirements' tee TACOMADIV.1SIDV,/ � "' )j \/ IY5113 )�2�A•�41 (253) 589.180) A D P/11211;1111 176' PROJECT NO:; PERMIT NO CCTY2 /!•';' ENGINEER %, ARCHITECT% CONTRACTOR, PRO ADORES ' FIELD REPORT FR �. L N 252.5608 SPOKANE DIVISION (5091535.3571 FAX 1509)515.1 267 PENINSULA DIVISION 13601297.8821 FAX (360) 297.8828 DATE. it, Certified Report by Professional Service Industries Date 1rA ra1Yx.�1 maim Information `-'` Ll To Build On Enghn... tg • Consulting • Malang SEATTLE DIVISION EASTSIDE DIVISION (206) 282.0666 FAX (206) 282.0710 (425) 485-4244 FAX (425) 485-1611 ; C�[�.IEI�T %%% � DD%R 4.725R /4 TACOMA DIVISION 1253)589 4804 FAX (253) 89.2136 PROJECT NO. PERMIT Nd CITY////:////, ENO f1EER j j , ice ARCHITECLii CONTRACTOR .� % .i PR DDRES FIELD REPORT .AND DIVISION 1503) 254.8418 FAX (503) 252.5608 FR 1_ X efe / SPOKANE DIVISION (5091535.3571 FAX (509)535.1267 PENINSULA DIVISION 1360)297.8821 FAX 13601297.88'8 2 - ©•►z DATE /a o .F. acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by / ;�. Professional Service Industries t� Date rj 1 'rl,'{ ' o _ Mnag: Fdi !c71iR'�sM47NIrnfIfiZA0.Yw!Yt44 h!f4rNtfh".*.F:,p!,1! oiauvroar!Rtr0 Y, 7y5!°, YYSr s'4i'IY.'Nt ?ti�'OI'.u:nq'HR?.,Or r6R.? RYf7S' •. y es ? U CO G • ILI IU J 1 N LL: W0 • ' cl z W uj U0 0 N o1- '; I U ` I1 Z `. CO I- _ 0 � z p .SJ otu ..-C 1 r- � CB CERVE j Cem &1v 7 c�-r (t 1 a . 73L rJc A 9 L-1. L,C..F', o A�.1113 Yz� / `I 3 Cou R565 ?)4-4d e _ Bev/Jr) Eparr, j I I Z 1.10.4.4-c I Erz p4A9 .QRct i . j¢ Dorm. / ©/V . 5D Z•? 44L AC i V/77675 A /9 S pi -AA.) '/ ' _gyp - / t , '"R C:aArrPACrOt2 Odc5 Tr e fitlYX A u/ g t c T L ' tit — RIATItQR_ 1 C i i N L acE • EQUIPMENT IDENTIFICATION AND SIN#: ,4 J4 COPIES TO: I MAILED: I INSPECTOR: I DATE: '. /! %': %;% .',!X % % % % %j% ITEMS'INSP,.ET)ED.TQ /; ;APPROVED"PE:A[ i'% /. ,; X7,' / •' /. / ;�j �� NCO F %� - i i /; / /i / %NONCONF.ORMIN i ' /. / //` �, / I1�� / o ors OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER • ` FIELD CONTACT: DATE: pp I0 9c;vy,., , I C�.IL�K�U 'This report is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in lull, without the lull permission of Professional Service Industries, Inc., is prohibited.' 'This from NAME ON OFF ST OT MILES °,4V GOi4& 6 :60 Li' OQ g 16 72 certification attests to the accuracy of the results obtained the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or /1 / TOTAL HOURS 8 1.5 maim Information `-'` Ll To Build On Enghn... tg • Consulting • Malang SEATTLE DIVISION EASTSIDE DIVISION (206) 282.0666 FAX (206) 282.0710 (425) 485-4244 FAX (425) 485-1611 ; C�[�.IEI�T %%% � DD%R 4.725R /4 TACOMA DIVISION 1253)589 4804 FAX (253) 89.2136 PROJECT NO. PERMIT Nd CITY////:////, ENO f1EER j j , ice ARCHITECLii CONTRACTOR .� % .i PR DDRES FIELD REPORT .AND DIVISION 1503) 254.8418 FAX (503) 252.5608 FR 1_ X efe / SPOKANE DIVISION (5091535.3571 FAX (509)535.1267 PENINSULA DIVISION 1360)297.8821 FAX 13601297.88'8 2 - ©•►z DATE /a o .F. acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by / ;�. Professional Service Industries t� Date rj 1 'rl,'{ ' o _ Mnag: Fdi !c71iR'�sM47NIrnfIfiZA0.Yw!Yt44 h!f4rNtfh".*.F:,p!,1! oiauvroar!Rtr0 Y, 7y5!°, YYSr s'4i'IY.'Nt ?ti�'OI'.u:nq'HR?.,Or r6R.? RYf7S' •. y es ? U CO G • ILI IU J 1 N LL: W0 • ' cl z W uj U0 0 N o1- '; I U ` I1 Z `. CO I- _ 0 � z Certified Report by Professional Service Industries SEATTLE DIVISION EASTSIDE DIVISION (206) 282-0666 FAX (206 282.0710 (425) 4954244 FAX (425) 485.4611 PlOJECT NO *1 ; PERMIT NO'. ,,/ ti CITY %/ ENO RC %%/ % Ij�1EE% j!j H / P,0437 0T3),F PRO;IA DORES,S 74'2 002✓/ DATE/d 2i/4o 224. W.o. 44 /1 £Y ,cv�9 'Z'7/ ull L/y G' - /ll. -T Ad& C4-.07640 acceptance of other associated work or a warranty of design or workability of the specification requirements.” TACOMA DIVISION POR (253) 589.1804 FAX (253)589.2136 (503) 254.8418 FIELD REPORT 1 FR 1 ,-, T , ts SPOKANE DIVISION (509)535.3571 FAX (5091535.1267 SION PENINSULA DIVISION (503) 252-5608 (360) 297.8821 FAX (360) 297.8828 Date -,.,. s .»,,,�.,.,,. /.._.....,.._.._„ ..,,.., «.. i..., w, t+ w. er. � ..�e..w�+wwmmia•!xx.§fii�.SSAM� , z l w . 6 o ` co w w , J; co wo ga (0 o � F. I- O Z 2 uj o o F-! wW LL z, w _ O � z '7G•/L ce/YG,t24e a2. /d/.5. �O/L G _ _ G C 0/ / Gi l/L ,7/ - / -/ -- y / i.1'4' 6 41-/,,-s ,-s .c'11�14'f -� /v '1 G #'62 / g/2 /ZoIJsc� G� 4 ' .-.rle,' SD°ZCI. - IG ,AYGo'1S: - 77G. //I / It? i f /Z WG'7" !/1/ /mac i- �,5 y'�T. Ga,2 a2 4'" ,0z2 EGG 476‘54e/5 A,& $ '4 L 4 'ta v6 . EQUIPMENT IDENTIFICATION AND S /N #: COPIES TO: MAILED: o i IN_,�� -� /Q Pi gdd I DATE: ��� / %j %%%7%%%7/%/i ITEWINSI cr piTg AP PL�►� j ♦ / „i %�!;� / / / / /;� // : ;N ? / ''40,9,[I�r / �� / / [R� �� - „ / /� /X�4 �! ��� ANON ),1 -4 / // /, � %�; %/ /7�i i �� S OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER L D CONTACT: J DATE: 'This report is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except In full, without the lull permission of Professional Service Industries, Inc., is prohibited.” "This NAME ON OFF FF F / ST OT MILES • � T � •� I . certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or / / TOTAL HOURS Certified Report by Professional Service Industries SEATTLE DIVISION EASTSIDE DIVISION (206) 282-0666 FAX (206 282.0710 (425) 4954244 FAX (425) 485.4611 PlOJECT NO *1 ; PERMIT NO'. ,,/ ti CITY %/ ENO RC %%/ % Ij�1EE% j!j H / P,0437 0T3),F PRO;IA DORES,S 74'2 002✓/ DATE/d 2i/4o 224. W.o. 44 /1 £Y ,cv�9 'Z'7/ ull L/y G' - /ll. -T Ad& C4-.07640 acceptance of other associated work or a warranty of design or workability of the specification requirements.” TACOMA DIVISION POR (253) 589.1804 FAX (253)589.2136 (503) 254.8418 FIELD REPORT 1 FR 1 ,-, T , ts SPOKANE DIVISION (509)535.3571 FAX (5091535.1267 SION PENINSULA DIVISION (503) 252-5608 (360) 297.8821 FAX (360) 297.8828 Date -,.,. s .»,,,�.,.,,. /.._.....,.._.._„ ..,,.., «.. i..., w, t+ w. er. � ..�e..w�+wwmmia•!xx.§fii�.SSAM� , z l w . 6 o ` co w w , J; co wo ga (0 o � F. I- O Z 2 uj o o F-! wW LL z, w _ O � z • .t lili aa=1 Information --• > ro Build En • Consulting • Mating SEATTLE DIVISION (206) 282.0666 FAX (206 282.0710 EASTSIDE DIVISION (425) 485.4244 FAX (425) 485.4611 acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service industries TACOMA DIVISION PORT (253) 589.1804 FAX (253)589.2136 1503) 254.841 FIELD REPORT ND DIVIS FR -: SPOKANE DIVISION (5091535.3571 FAX (509) 535.1267 N PENINSULA DIVISION 252-5608 (360) 297.8821 FAX (360)297.8828 y'2 -o'elf DATED PERMIT NO: '! / - w.o. CITY %! % DUrUre/lie/0„ 6v•ft ENGINEER ' %' ARCHITECT Co/171 ,T �,, tilt Gq 2 Ce es 7: PR,OP,D9RESS,04/ t /1.4 .40eE 4S7 Date - 5"..r: r4/5joee2 O 4/ $/� ,L" 024SX.1.4Z /4<sio,c oi ••d 4 S 'ae C� -t/"/' .�1a07 /-r G 4 A 'dam!' iD 7 17 47 4 ( A...41-- C.3 a e/ L 'G ,G .52iYce .' 7 -oa ''' ' .G-s: 2Y 4.4 -� S 1 G ew, 6 6-te6 4v/its A ai:,/ �YGG < (J /rye r / r- 1 12 /9ro2.e< d � , f/.- ■51- y ‹� / /OAS: it ✓C / '1V�1 `02 C i/IV 2-e. co-e //i/ -?rte , ,W` "7 - o � 7 ,P.e /,,s_ EQUIPMENT IDENTIFICATION AND SIN #: COPIES TO: MAILED: j INS:��Ii R,. 0--04/-24.70 IDATE ; �j�;%%/��'�//' /. / / /f / /// ITEMS'INSPECTp�T� 4 PPROV j P ii'' %P'•' f�� � j/ . NONCONF9RMII� � OWNER ENGINEER ARCHITECT CONTRACTOR LD CONTAC6 Q�/� ATE BUILDING DEP , SUPPLIER 'This report Is provided for the Information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in lull, without the full permission of Professional Service Industries, Inc., Is prohibited' This certification attests to the accuracy the from NAME ON OFF ST OT MILES / C 57Q��I `L. ac S!" O rc. e.� r 6 of results obtained the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or / TOTAL HOURS 0 jrw • .t lili aa=1 Information --• > ro Build En • Consulting • Mating SEATTLE DIVISION (206) 282.0666 FAX (206 282.0710 EASTSIDE DIVISION (425) 485.4244 FAX (425) 485.4611 acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service industries TACOMA DIVISION PORT (253) 589.1804 FAX (253)589.2136 1503) 254.841 FIELD REPORT ND DIVIS FR -: SPOKANE DIVISION (5091535.3571 FAX (509) 535.1267 N PENINSULA DIVISION 252-5608 (360) 297.8821 FAX (360)297.8828 y'2 -o'elf DATED PERMIT NO: '! / - w.o. CITY %! % DUrUre/lie/0„ 6v•ft ENGINEER ' %' ARCHITECT Co/171 ,T �,, tilt Gq 2 Ce es 7: PR,OP,D9RESS,04/ t /1.4 .40eE 4S7 Date - ■1 =1 Information LAtral To Build On Englamtri w • Catapulting • Meting EASTSIDE I )IVISION (425) 4854244 FAX (425) 485-1611 RECEIVED' OCT 0 4 2000 C ON 1503) 252.5608 1 • SEATTLE DIVISION (206) 202-066 FAX (206 202 -0710 (2 SPOKANE DIVISION 15091 535.3571 FAX 1509) 535.1267 (233)589.1804 FAX( 2q f nl]ttSf)r 1 �b118 F PROJ l ♦ y - / DATE • _<_ -coo 11.0. PENINSULA DIVISION 1360i 297.8821 FAX 13601297.8828 acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries Dale z re W 00 w 0 w w J w O u- - co 3 _ v Z I- W Q ' co F- W W I-- U Z COMPRESSION TEST RESULTS SAMPLE I.D. SIZE AREA ISO. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LBS. P.S.I. IQ 61 /o2 L St_z.} y•2C. 7 .1.o-t.4o uz.so 1 4 15 ?? id' .� C 4-/ 4-/ D 1 _ SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NEO CAP OTHER IN ACCORDANCE WITH: ASTM ASTM ASTM ASTM ASTM ASTM ASTM ASTM C -31j C -143 g- C -172 _ C -231 ❑ C- 1064, C -39 C -1231 0 TIME, TEMP. & 1: ,'.d �M DATE (ry MIXING DESIGN l� SAMPLE + -, WEATHER 44° 6VGIG'tir CAST /7'o PLANTm /lea I STRENGTHF yd06 TYPE ecJ�G ' PROPORTIONS: CEMENT C'SE AGG. FINE AGG, WATER ADDED ADfyll- XT I�R,F ADMIXTURFf ADMIXTURE 766 7 "/ /Y06 F(r ,�'` i j'� ePo'l c p TYPE OF CEMENT /"" CONC. TEMP. °o , SLUMP Y' ins. AIR % QUANTITY /d /S Cu. Yd. TRWCK // b TICKET # 572 / /� ! SUPER PLASTICIZED SLUMP MIX # O 6 y4 , 0 , c POUR LOCATION AND NOTES: DATE RECEIVED: 9 /7_ p d _ ♦ TG dsJ 4. -., -Li fit 00'7' - • -- C �."�► . F.. 'r0 -• - Co •l/cRere- /0/.s►cQd di.¢ evra T P , ,,. • .. ... • • _ ,� .,_. .. _ . �_ . ' • c - .i . _, ':... 4 - t . '4j ... °le ' . 1 , ..10 .• < ' .. - e ■ / a ,. - ..i j - c/4/6- ^-Ca/ = o#ta -r.--. • -...1.: '4 : rl'Ie_ /.cr o4gC - ^J, im. 1 :.IIKINI JY EQUIPMENT IDENTIFICATION AND S/NM: v COPIES TO: MAILED: I INSPECTOR:I �9 0 0 DATE: /// / /� /' i : �.���� // AP eRoy, Q ' /7 / " , A. • ' t /, • ;�- /jr / ' - I �/ - Ot�CQN f OR i4IIP P6rf/e. TCv OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER FIELD CONTACT: DATE: —� ~_ CAA-c.1.0 , 9 f 1 'This report is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a Third party, by any means, except In full, without the lull permission of Professional Service Industries, Inc., is prohibited.' This certification attests to the accuracy of the results from the actual lest NAME ON OFF ST OT MILES ,V dr./ S.'..3 Q L/ Cr TO obtained performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or TOTAL HOURS d !, S' ■1 =1 Information LAtral To Build On Englamtri w • Catapulting • Meting EASTSIDE I )IVISION (425) 4854244 FAX (425) 485-1611 RECEIVED' OCT 0 4 2000 C ON 1503) 252.5608 1 • SEATTLE DIVISION (206) 202-066 FAX (206 202 -0710 (2 SPOKANE DIVISION 15091 535.3571 FAX 1509) 535.1267 (233)589.1804 FAX( 2q f nl]ttSf)r 1 �b118 F PROJ l ♦ y - / DATE • _<_ -coo 11.0. PENINSULA DIVISION 1360i 297.8821 FAX 13601297.8828 acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries Dale z re W 00 w 0 w w J w O u- - co 3 _ v Z I- W Q ' co F- W W I-- U Z Npl Information / a To Build On Efg m • Con.t ,g • Mating ) SEATTLE DIVISION (206) 282-0666 FAX (206) 282 -0710 TS • 98.1 r•Mmnaxswa�w Certified Report by EASTSIDE DIVISION (425) 485.4244 FAX (425) 485.1611 TACOMA DIVISION (2531 589.1804 FAX (2531589.2136 t4.1.1= IP4 acceptance of other associated work or a warranty of design or workability of the specification requirements.' , 00 t0.3 PORTLAN DIVISION 15031254.8418 FA PROJECT NO:'% PERMIT P46 %%. EIr91NEEt% j! AgCHI'TEC�ti ; CO,NTR9CT R / PR,O ,„,/, ORES,S FIELD REPORT 10798 MCCAx-c ,( O1 SPOKANE DIVISION 15091535.3571 FAX 15091535.1267 PENINSULA DIVISION (3601297.8821 FAX (360129J.8828 i ct la N.StNe I TA�� uJas- S�oTf� <�18R 142 -co? I ( DATE ; Da000 -2 W.O. h b c r Professional Service Industries / `c Data - 31L cam. c.,.\--=... t p. ....."�= c L b � ��.a c 1 a MM tx u.)9 t'v c k12. t,.i7c Q�c-4-7 - . MAs - Pb y N) S C !2S C4-1 At (c 2 ' tJ :4 e...) t--In:Q.C_ ■ fl.�G-. 1 tJ LOA, La...-. if -l7` l e trn (.� inn 4 \ •=1:. a.c - cc) 24 ' C) -G U...)0.■4- l ■J \ >.• Cti =SS 15 % 1JC ' �•5 M Cr-( L.0 .% \ "K>" cc_.\ Gc.s. 4 RA.D . EQUIPMENT IDENTIFICATION AND S /N #: _ . COPIES TO: I MAILED: I INSPECTOR: DATE: � /'! ll / %%% % %%� %/� , � r , IT, I 1S. 0,TE C . / D:P 0v A j P ► S- % / '/ . ' /i ,: / p � o' • ' (, // "' " ' j l * sl °% OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER FIELD CONTACT: J DATE: q I _ 'This report is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except In lull, without the lull permission of Professional Service Industries, NAME ON OFF ST OT MILES t 'i '.-_ (,1.), �` ic...IL.C.tLZ 1 •, op 3:.3 Inc., is prohibited' '7 a This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in Inspection, approval or / J TOTAL HOURS 2,4 Npl Information / a To Build On Efg m • Con.t ,g • Mating ) SEATTLE DIVISION (206) 282-0666 FAX (206) 282 -0710 TS • 98.1 r•Mmnaxswa�w Certified Report by EASTSIDE DIVISION (425) 485.4244 FAX (425) 485.1611 TACOMA DIVISION (2531 589.1804 FAX (2531589.2136 t4.1.1= IP4 acceptance of other associated work or a warranty of design or workability of the specification requirements.' , 00 t0.3 PORTLAN DIVISION 15031254.8418 FA PROJECT NO:'% PERMIT P46 %%. EIr91NEEt% j! AgCHI'TEC�ti ; CO,NTR9CT R / PR,O ,„,/, ORES,S FIELD REPORT 10798 MCCAx-c ,( O1 SPOKANE DIVISION 15091535.3571 FAX 15091535.1267 PENINSULA DIVISION (3601297.8821 FAX (360129J.8828 i ct la N.StNe I TA�� uJas- S�oTf� <�18R 142 -co? I ( DATE ; Da000 -2 W.O. h b c r Professional Service Industries / `c Data SAMPLE I.D. TYPE GROUTED SIZE ( LL,W,D) AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED LBS. P.S.I. 0 2'78 2 q ZX ( c t JZ5A (J 0 2773 ` —4s. _ SLUMP , / DESIGN ASTM C -143 MIXING PLANT ON S / r- TRUCK# /1) A TICKET# it I r0O STRENGTH F GROUT CEMENT C'SE AGG. FINE AGG. ADMIX MIX# • ` -• PROPORTIONS Nd / ,d' /2 !` GROUT CEMENT C'SE AGG. FINE AGG. ADMIX MIX# PROPORTIONS TIME & WEATHER 2'10 e1FAR 7H MORTAR TEMP. G GROUT TEMP. DATE RECEIVED SAMPLED AND TESTED MORTAR GROUT PRISM OTHER IN ACCORDANCE WITH: pg ASTM C780 0 UBC 21 -16 0ASTM C1019 0 UBC 21 -18 0ASTM E -447 ❑ UBC 21 -17 0 lb POUR LOCATION AND NOTES: ��,Z GN Si r, 7 n : r jilt'. 0174)2 &MS `4 tea +; Al ix l'AIIe) h� 1 u � l , x • /n',c// �i?�`er I, ��, .� �� - / r II,, a `W 0 1 : 'cr ' • . J — . _ LAM 4 ) J. • / 4 — .14 F-1K r. : r •c.. : • • EQUIPMENT IDENTIFICATION AND S/N #: Ai A / COPIES TO: MAILED: I INSPECTOR: (DATE: j / / / / / // 7// % G E ;�NSQc 1 MS �P i i r A �� // % �� / ��� (`' � ; /�� . • / / / / �� / / / Z `'� • D OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER Fl D CONTACT: DATE: _ _ , 1 'This report Is provided for the Information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in lull, without the full permission of Professional Service Industries, Inc., Is prohibited.' 'This certification attests to the accuracy of the results obtained from the actual test and/or observations NAME ON OFF ST OT MILES h // �� ) J R/A/7L) .2 .' (70 C ; 00 7z_ performed made within the defined scope of the work. Certification shall not be construed to represent In Inspection, approval or / j TOTAL HOURS / ...L_.... i i Information. • Lia To Build On En. Cartooning • Titsting SEATTLE DIVISION EASTSIDE DIVISION (206) 282-0666 FAX (206) 282 -0710 (425) 485 -1244 FAX (425) 485461 I ed wo or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries TACOMA DIVISION (253) 589.1803 FAX (2531589.2136 ><A ri c u a T i9No� c R�J„ crigQ % S� Z7` 98/g8 C ' tigt- ri Lr «cr�v�L y � - R DDRESS fry ,000 t.., . twin C.r SPOKANE DIVISION (5091535.3571 FAX (5091 535.1267 PENINSULA DIVISION (360) 297.8821 FAX (360) 297.8828 DATE 7J25;jva WORK OHDERV ,(1 W4. G. M. A- /IOW / rEc'r(ipN FR 4 /0/ ,vrovF2 RA Date OCT ,SAW xa cre .1.XMAI NNAM•aNwr +m sn!cM amAwra rr vaou rrfmt,,,v,.. SAMPLE I.D. TYPE GROUTED SIZE ( L,W,D) AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED LBS. P.S.I. M R02- 79 ISM '1 10 oa 00 - 7 MR 02.19 r 10 2t on Z£3 MR 6219 L0 24 00 28 SLUMP C DESIGN ASTM C -143 MIXING PLANT S rosy 1.4•4 y TRUCK# 311 e TICKET# 00 STRENGTH F Z C, C GROUT CEMENT C'SE AGG. FINE AGG. ADMIX MIX# PROPORTIONS '' # ciC(Si 222..o (AklOn1 93 7O %O 4 GROUT ` CEMENT C'SE AGG. FINE AGG. ADMIX MIX# PROPORTIONS .,. TIME & WEATHER I • 0 % C LEM. MORTAR TEMP. GROUT TEMP. IP ! `^ DATE RECEIVED SAMPLED AND TESTED / MORTAR GROUT PRISM OTHER IN ACCORDANCE WITH: ❑ ASTM C780 • UBC 21-16 D ASTM C1019 0 UBC 21 -18 ASTM E -447 O UBC 21 -17 ❑ • POUR LOCATION AND NOTES: • • - - '�.. • 0 •3 : . - , - lt. — - p . . :cur s .?' 2 F T tPe& pp/ syrtc lA ., 1',9-Sr MY ! _ t = - ■ 4. I II • ■ G • I 1/, r'3i4I4rinN. EQUIPMENT IDENTIFICATION AND S/N #: /V4# COPIES TO: I MAILED: I INSPECTOR: 11, J r DATE: '% / //t W /.O %/ ' / IT MS 1 NSPECT E 9/� // ; ,, � %P / ��� / �� j / L ys✓ ` , ON R J - _� / / / / � � / /` `/ ri3 . � � � / /, /0,w, /�,/ /.7 /�% r OWNER CONTRACTOR BUILDING DEPT. SUPPLIER �� ENGINEER ARCHITECT FIELD CONTACT: CM • 1 . d Aivw Ibis report is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except In full, without the full permission of Professional Service Industries, Inc., Is prohibited' 'This certification attests to the accuracy of the results obtained from the actual test performed and/or observations NAME ON OFF ST OT MILES D. b4.5~ made within the defined scope of the work. Certification shall not be construed to represent In inspection, approval or (S" - C / HOURS ~ �i Informati o,. EIf0� rtna • To cotrs • Toodng SEATTLE DIVISION EASTSIDE DIVISION (206) 282-0666 FAX (206) 282 -0710 (425) 485.4244 FAX (425) 485-4611 v i i i O Certified Report by l Lr # 14507 TACOMA DIVISION (253)589.1804 FAX 12531589.2136 COMPRESSION T ore warranty of design or workability of the specification requirements.' OCT !J Professional Service Industries Date (j / PERtAt; . �// ENGtNEE ACES4` POR (503) 254-8418 '?'°�.}: ^" ^�"�uc " '•.'� ar, xw ,ro..�w:,.,mM•Ma4+IfA v�F*s MR 0219 SPOKANE DIVISION (5091535.3571 FAX 1509) 535.1267 PENINSULA DIVISION (552.5608 (360) 297-8821 FAX (360) 297-8828 q2: -Y-'1( DATE 9 126j ° baOoo -' (p WORK ORdER uiCl V 1 (1.44 C•At -A. Qcttrccry L 1 1 i ij3�4TttSR 1r44O •OI /tune) V142 144Ric 6.. ;:�nxxnts� t 2 ce 00 N 0 . W N W ga � Y2 z Z O H, uj U 0 co 0 H W u j H -- - U. O .z 0 1- z o1V S tTF -pi) LL -T%fn .7e.R. C•IM•V • W o4v_ ")41 Q7?eSAJ• � l.S•I. 1 C o l U l i 41s2 Z' )r ( t?x,cu i� 'BEAMS Col) RSE.S j - 7 co i 4 .-! N C pI,IRGFD -F ( A pirPok g 3 To 4.i ( . Cory rRAcral? 'THEW 1 GRnuTS/) -' t= I - / 4 / . CmPJ - r Q i Croa - bib iun tialVE nf S 5 .CLicic PAR -FOP_ Coivfleo[— . CoTR�AC`0Fk. Zt>AJr5 A 1L; De CA TED o A5 2�• 51•Z - perm L ►9 w. , o� ellQ mPzIr6 A L A G:1L - t/mVf .SL., ?:.4Q V l 1r:tor /14 11 p.m() % ' St re iN A.m. R TRI c I A los nix c) - p'Y .3 iwA SGc� 6'i►'I eri4f?7 -/ . A LS° OLur QArr R C ch. j ..s - • ' DkrR1 I_ z ) 7 1 to - A)nig,t 7j C.:. 4 5t, >F�. sT 4D * AS rAlo;cp ED 34145 RS EQ R•E- 013 (ev ch FL ► r Cry LL_, 'foe 3 # 5 0,4cM Petrie' J�Gne 1 N - 061 - )4 - 061 - )4 it_ 1 FuF t — , ,J z tis wm4 s 71455 T �,Vovc/ Rr. 1► y r -t f A2 gyp( )7 .90.4.4i) ' e- aRIRS p 6 -1:04 [.E pia_?i -t ID -- ar 7 .OaIe r L- • 7 J1WrA,G ECoI.►1 t 14nrkj Gt1.4S 11U °ICA-P' /J of R.A . ` _17 AT' rs .445r f4ow /T w -5 --- L> 4e>s 1114 :711 . An_ DT?1, R ACT/ UJ r, ,ZS p /tPI ) ES c P/46-N-S r Cb/V r ? I X.-T1 Op) jt. 7e, r-rS .. EQUIPMENT IDENTIFICATION AND SIN #: COPIES TO: MAILED: INSPECTOR: `` DATE: L � . " % /,'! ' ;; 'VO IT EM B 'INSP, CT) D/? _//, S aj1�S � APPROVE P /0-j,(3 f WNER ENGINEER ARCHITECT CONTRACTOR FIELD CONTACT: DATE: �� �������� ���' / : ! � /CONFORMING /��% J , 1' BUILDING DEPT. SUPPLIER — 9,. Q ..,j . %/ 0�� % ��� ,�NONC , ,� /� � i � /., , /.���i� /, / -. /.. by and its NAME ON OFF ST OT MILES 'This report Is provided for the information of the chant only. The reproduction of this report, any method, transmittal to a third party, by any means, except in full, without the full permission of Professional Service Industries, Inc., Is prohibited.' I' f��� (6' )4 pcv / A / 1.. gO A 3. 00 I2^ 'This certification attests to the accuracy of the results obtained from the actual test performed and/or observations TOTAL HOURS w arTila"i7 Information 1 To Build On ^• __- n ` � • • Consulting SEATTLE DIVISION (206)282.0666 FAX (206 282.0710 EASTSIDE DIVISION (425) 485 -1244 FAX (425) 485 -1611 made within the defined scope of the work. acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries .a :n:�'r�wex.,.,.r TACOMA DIVISION (253) 589.1804 FAX 12531589.2136 PO ` AND DIVISI N 1503) 254- ' 8 FAX 1511 252.5608 Z ENGINEER % ARCHITECT» ,.- ) 7 L SPOKANE DIVISION 15091535.3571 FAX 1509) 535.1267 PENINSULA DIVISION 13601297.8821 FAX (3601297- DATE 828 n�aa / � ; �/ % ��O , _• /� . CONTRI�CT Ai �41I R W e - ilti1,4c FIELD REPORT Data J SEP-08 -2000 11:42 M2CARTHy Fatigue Technology Inc. Projects 1410? 401 Andover Park Seat T WA 99195 Submitted To Engineers Douglas Sock 2021 Northup Way Suits 200 Ball L., WA 00004-1495 uwelS Question Answer Archite S By MCC -tlR Fonn.rpt Rev DCI ENGINEERS Rev Dace sa ria4 Q Rev: 10/25/99 Printed on: 9/1/00 Request for Information RFI alt: 013 Dace Created: 9 /1/00 Importance Normal Tel: 4 23449.9000 Pam 425.849-0500 Answer Required Sr 819/00 Submitted By 01114 Subieet: Reinforcing bet on F -line Dteiolioe: Structural • • Cate ry: CTartrptton Initiated By: McCarthy - Jim Clecko Ref RFT: McCarthy Cc: Detail 20 on SD 2.3 Wiese'+ 3W ens in a single cell at four different locations. The Meson has expressed some concern about this allowing enough grout coverage in these cells. Will the grout coverage be adequate in your opinion or could one of the bare be moved to the arjacent call? Nca- re7 -4-ye.. Fitzeroti a. Pao v /De- 3 " lam T sra4 of c�-tc etzc -4- T`b R Fea � - • ' � C - r _..� Date :.. Op ROUTING CLIP DATE: PM PE SUPT ACTION FILE ❑ The *bout is considered a chance. Mc following document will be used for prueesying: ❑ The *bout is toauntuha with Me,i,iwf intent amlior is reamunahly inferable torn the Gmtreet TlvmenL,. ur Makin minor ahrngqi to thy work withott cl& age is Contract Sum or Contract cute. If you do aot agree, submit written notice in accordance with the Contract T)ueuments prior to proceeding. P.04 • • •-- . • Z Li l t�. 0 to co w 9 LL . _W 0 rn �' Z : W W': off ;: 1 1-- W W V • ll! Z 0 ~: Z COMPRESSION TEST RESULTS - SAMPLE I.D. SIZE AREA (SO. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED FRACTURE TYPE LBS. P.S CR3C3tz _ bx12. 1t2� m 7 CR x$12. 10 2 00 C R 2 A1.2. 1 10 X117; — SAMPLE AND TESTED FIELD SPECIMENS SLUMP SAMPLING AIR TEMP BREAK NEO CAP OTHER IN ACCORDANCE WITH: C-31Sir C1433 C1722 C 231 d C- 0 4 C 39.Z C-1231 ASTM 0 AST ASTM ASTM ASTM TIME, TEMP. & � ^ DATE MIXING �V1 DESIGN / Fl SAMPLE WEATHER I tz0 6 3 , C1 0 CAST q'2(fc� PLANT / )i 5 STRENGTH F C /�V TYPE , 6X 12 qt.. PROPORTIONS: CEMENT C'SE AGG. FINE AGG. WATER ADDED ADMIXTURE ADMIXTURE ADMIXTURE WEt6 I 6 U &A' TYPE OF CEMENT t iir b 1 / c CONC.TEMP. 67 SLUMP ins. AIR AAA % QUANTITY 1 Cu. Yd. TRUCK t& TICKET# &'5/3 I(DO SUPER PLASTICIZED SLUMP MIX It 0 6 . 4 140 N AIR LOCATION AND NOTES: DATE RECEIVED: sit Om Sire -file l y 0 coNc - re p uR -1 S RE,4,1> F 77,1.1r< FIR Cn w,v, o&) c.iN6 / 'li + • 1 f - /2.2 fe---- 8.3!7 - 8 ... , "A.- k _ - fl /I Lso 0 ,Wr.tr• `., - T' 0 v ( --.1 E "7 8 -^- I to -2 F•8 '4- 8 :5 Ic)•Z, th.>•u oIU F-R . 4,4 C•4. THEN rivr t=ort BALL-- i r . - rI I t SS 4 1.2 • L , „ � .� - s, • A - A cQ e.uc7v E 4 Mlle _tv-► D 2. CoivCAEt•E w, CoN ,1 4P : s . . 13 t , - 4J CS L 1 ;; AI EQUIPMENT IDENTIFICATION ND S/N#: MAILED: COPIES TO: I J INSPECTOR: DATE: % 7, / / %/, � / / ' %; / IN S / IE. ,T111.1 1 / .' ,// ' / / ' ,,,',...,/ . �� ,�p . ' / / ' " /7 /. 4N9C0Nf9 M11 // • /7.2i/7 d . . , r MI O NER INEER C ACTOR BUILDING DEPT. SUPPLIER FIELD CONTACT: DATE: `�KG/�i / - cr0 II ARCHITECT 'This report is provided for the Information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in full, without the full permission of Professional Service Industries. Inc., Is prohibited.' - 'This NAME ON OFF ST OT MILES () .I , 1 t q.R y 1,V - certification attests to the accuracy of the results obtained from the actual test performed and/or observations 1? made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or �' �— m 1? n 2 Q 7 TOTAL HOURS - Information !!��. legs= To Build On --• 7 Consulting • M • Tinting SEATTLE DIVISION (206) 282-0666 FAX (206) 282.0710 Certified Report by FASTSIDF DIVISION (425) 485.4244 FAX (425) 485 -1611 TACOMA DIVISION PORTLAND D ISION (253)589.1804 FAX (253)589-2136 (503) 254.8418 FAX 2 52.5 SPOKANE DIVISION 15(Y)t 535.3571 FAX 1509) 535.1267 PENINSULA DIVISION 1360) 297.8821 FAX (360) 297.8828 PRO • pj f/ EI (NIT t / 7 j C1't1f�� j //. • iii lr >~ //� CO Is7AC T Z. "Oa Z DATE ' Ub acceptance of other associated work or a warranty of design or workability of the specification requirements' —� Professional Service Industries Date OCT n.,,. w. n+« a. w,-. w. w�.+... en>• w. ..v.c+nw':+su.rnm,x�,•nws*n,.w .. .„..._ Z J 0 0 ' N W J � CO u_ W 0 rn 3 _ I- 0 W ~ Do 0 co 0- W W` I ▪ ▪ U L Z l 0= 0 ~. z SEATTLE DIVISION (206) 282.0666 FAX (206 282-0710 EASTSIDE DIVISION (423) 485 -4244 FAX (425) 485.4611 TACOMA DIVISION (253) 589.1804 FAX (253)589.2136 / %�� �� �" / F�TIC T�'L.tf1�N0 LQG j l ter NuNGR cl'C / l SeAri I.z wok *,1*/ ';544 'Idea MR k u zt r 1)moLGy COM work or a warranty of design or workability of the specification requirements. Certified Report by Professional Service Industries TS•98.1 00 1EW7Ef RrE4ril�Mwvfi17t2Nr1 45vB.f 1x t.mver rdtlt9.xo., • PO (3031254.8418 MR 0280 SPOKANE DIVISION (5091535.3571 FAX (509) 535.1267 ON PENINSULA DIVISION F ' (503) 252.5608 (360) 297-8821 FAX (360) 297-8828 .7.2. it DATE 9 `z e0 DZOO 0 C WORK ORDER 4376b G. kI . A. 0v1 c Aprt1 Date OCT z I 21u U O ': to 0 N W N � w O 2 u - Z O 2 � U O N 0 F- W W I - ' u. O • Ill Z to O F- 2 SAMPLE I.D. *a "fir TYPE GROUTED SIZE ( L,W,D) AREA (SO. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED LBS. P.S.I. , MRo28 6 $...o vy 00 3 1 ma I O 2 MnK[U##f N o t.O `ZS no SLUMP ASTM C -143 �/' MIXING PLANT 0 N i T TRUCK# N/ld TICKET# 0/0/ I 500 STRENGTH F GROUT CEMENT C'SE AGG. ' FINE AGG. ADMIX MIX# PROPORTIONS 1 vl(3Rrn' L 1M I x GROUT CEMENT C'SE AGG. FINE AGG. ADMIX MIX# PROPORTIONS 0 ASTM C -1064 ASTM C -1064 TIME & WEATHER R 3D Ci l R �o MORTAR TEMP, GROUT TEMP. N/R DATE RECEIVED SAMPLED AND TESTED MORTAR GROUT PRISM OTHER IN ACCORDANCE WITH: N C780 0 UBC 21 -16 OASTM C1019 D UBC 21.18 0ASTM E -447 ❑ UBC 21 -17 0 POUR LOCATION AND NOTES: C I . NO • r. & ► ' __. Eid • I ('• LI 111. 4 ■ n fd .! :! 1 ■ Oa AA LI . .4 LLE 1 . A J . . . • Ill C114. :. • • A4 . G - • : • to -.. 6 th. f' .• - - i .. k — t EQUIPMENT IDENTIFICATION AND S/N#: /(/I COPIES TO: I MAILED: I I INSPECTOR: DATE : ;IT %%/... � 0 /21 M IN ° a . / E gy p " ,9P/ ' /V E% % �0 ' �O ' : /, /�, S / � % / / /��f ■ � 7 / / � ,� ( q " [ 1 06 OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER FIELD CONTACT: DATE: � - C li c 9 /;-7 4a 9 6 'This report is provided for the Information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except In full, without the full permission of Professional Service Industries, Inc., Is prohibited.' 'This certification attests to the accuracy of the results obtained from the actual test and/or observations ON OFF ST OT MILES n NAME ■7 rl vj' . 015 F; performed made within the defined scope of the work. Cenilication shall not be construed to represent In inspection, approval or TOTAL HOURS SEATTLE DIVISION (206) 282.0666 FAX (206 282-0710 EASTSIDE DIVISION (423) 485 -4244 FAX (425) 485.4611 TACOMA DIVISION (253) 589.1804 FAX (253)589.2136 / %�� �� �" / F�TIC T�'L.tf1�N0 LQG j l ter NuNGR cl'C / l SeAri I.z wok *,1*/ ';544 'Idea MR k u zt r 1)moLGy COM work or a warranty of design or workability of the specification requirements. Certified Report by Professional Service Industries TS•98.1 00 1EW7Ef RrE4ril�Mwvfi17t2Nr1 45vB.f 1x t.mver rdtlt9.xo., • PO (3031254.8418 MR 0280 SPOKANE DIVISION (5091535.3571 FAX (509) 535.1267 ON PENINSULA DIVISION F ' (503) 252.5608 (360) 297-8821 FAX (360) 297-8828 .7.2. it DATE 9 `z e0 DZOO 0 C WORK ORDER 4376b G. kI . A. 0v1 c Aprt1 Date OCT z I 21u U O ': to 0 N W N � w O 2 u - Z O 2 � U O N 0 F- W W I - ' u. O • Ill Z to O F- 2 - - - � - - - - ----mow •wry (509) 535-3571 FAX (509)53YI261 �� / / MR . • jp - I / / / ' . . a SAMPLE I.D. T TYPE G GROUTED S SIZE ( L,W,D) A COMPRESSION T TEST R RESULTS ULTIMATE STRENGTH C CHECKED LBS. P P.S.I. r4 Eel ZBZI M MoQCAR r r 7 7.01 `y1. t to 5 00 M K:an 1 10 00 01 MAL 1 10 WO SLUMP A, t' 1 DESIGN ASTM C -143 (04 MIXING PLANT P Ji4 TRUCK# NA. TICKET# S STRENGTH F ) r 5 M 1 X GROUT CEMENT E AGG. FINE AGG. ADMIX MIX# PROPORTIONS C1 .. ASTM C•1064 ASTM C•1064 x yp . TIME & WEATHER 1, •0 1X. r r 7 M POUR LOCATION AND NOTES: P e A ( / .S Lt)F).S A• !R' • /t2fk' C'M4 i) 76 / /h /x" jut fCM /PIE s, 4. s.7: C -270 • ,_ Ad g - 2 ' = • LL �• 6 ' - c - Ld lv&- /4 . C'o :. C • IN i„ At . G.'• A' A , 9 3av� if .. ROW' _ i / '". ! s: 1 [t.l L I . 66 r : Q u — • 10 0 'rrt/ • OU / Ti 0 O i'1 Ala lit id A,0 Airptes die,,4e /2111 , ,41/ omit'? - ieThirPeS Afi ' Isle s y y S -a i Informatioti N 'M' To Build On • MR 0282 acceptance o f ot associat work or a warranty of design or workability of the specification requirements. Certified Report by Professional Service Industries POAlt<ATP,t' Date i t i cn Z : W O D 0 fit 0 O W Z O~ z 9 / //7' �� E SS!/% / j jam / /� � +Q , ' "Diu 7 PROJECT NO 7y1 ZT / DATE 2' oo c7.. — AR. PERMIT NO ! ' ! ! . ? / E N GIN E E R / " A CHITECT' % ; CONTR PR,O 1� 00RES, V ) 2000 -22. W.O. ,3 ' _ Mir _ - A ecus /vcrEo 0 cC vi2FA o N 91 z 71oo _ A(5c iAi 7 s - DAY c'o NT-Rd4crc -- !A'c-)X yJ 'VMr7CAL ›c w s ,Q C•,'i. by. Zivlfria _ ev4v G /Ak5 -- A , � 4 , DbovN'R S(3 ' /`/,-507 4/c( Drg.Qbe- 6.4 Sr, . , 5.4. 4 S,r•e� nigS oy c es: � e 1v1- v _ /�3l/ 11�� "Diu 7 I 1)41:2 1)41:2 th(.41_L o IL" f o.vri4,CroIP gRcxvr —o Q ./.� 12 — 10' O w.4-CL. Lff/ s £ At. C Sew SIR 0 Z83 -E'ER 77,94 Cs -, -'--. /7 t 'A Gd 4J 77 ia,Cin/47 /r, tC1 iiA. of 17o[,e1 S f N Li A.1 t- / 7 c0.2 at9it'v We*jn 5' O 7 C. i i.l1 • L[1.o -1Z.• C'o Mrilac7Of2 F x4 p r 5 DO QJ LS o M / 4/ LiAv cc- 1 Ai / Liau� A ecus /vcrEo 0 cC vi2FA o N 91 z 71oo A(5c iAi 7 s - DAY c'o NT-Rd4crc -- !A'c-)X yJ 'VMr7CAL ›c w s ,Q C•,'i. by. Zivlfria _ ev4v G /Ak5 -- A , /U , / Z 7 f - 09 S • &--R - ;)6. -- e - ,94 L, , o N . � �7 /AJG c)/0 v» T3. t . 'ty l 'c S '. � A ry & o a y /fva 7 &ss ) f. »4 _s c F LL -C 40 O Nk p7• S 2 -1 q. II t.0 Eity /,u&. I ii )6.30, - i3 !M tic • <1... • 4 t�/r�-r •- /3a c.4.1 - A 5 046'0 S ,S . / li y EQUIPMENT IDENTIFICATION AND S/N #: COPIES TO: I MAILED: I INSPECTOR: IDATE ' '!' % -%., '. .'4M1 % . ITEMS INSPECTEDiTO' /j; APPROVED'P,CA S, 9R 'l / r• ' ;% %, ' / % / / /. % ; j '. CONFOR11�f II������ / y �/ W, '' / � ;: /;;.(7/ ;:�� � / !N ONE O NF9 %MR1 ;; . OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER FIELD CONTACT: DATE _ 1� _ p J 1 � O !/Z Od 'This report Is provided for the Information of the client only. The reproduction of this report, by any method. and its transmittal to a third party, by any means, except in full, without the full permission of Professional Service Industries. Inc., Is prohibited' 'This NAME ON OFF ST OT MILES /. 1 A 0 v)I/�W)4 •5' ?O 3 . C O 8 045 �f i Z.. certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or , TOTAL HOURS rs P5 ittici i Information To Build On in ..rsa►q `J J • con.werw • Tooting SEATTLE DIVISION EASTSIDE DIVISION (206) 282-0666 FAX (206) 282.0710 (425) 485 -4244 FAX (425) 4854611 Certified Report by Professional Service Industries INTNIY,tltar ye. TACOMA DIVISION (253)589.1844 FAX 12531589.2136 FIELD REPORT acceptance of other associated work or a warranty of design or workability of the specification requirements.' 1 SPOKANE DIVISION 150)1535.3571 FAX 15091535.1267 PENINSULA DIVISION 1360) 2 _97.0821 FAX 13601297.8828 z UO N O , U)w 9 u . w O ', u.Q D. F_ W. z � LU p . w o �. W W f I- U' o ' u z 0(.2 z M i Information 'e, E To Budd On Fingkloorktg • Com.wtrw • Mating • • /i• l • 0 !A gym ,T'e3 14510 D DIV - • 1 Er •ni • Z' la i Z ORK OR a ER IL ttol A& c vER pARk SEATTLE DIVISION (206) 282-0666 FAX (206) 282 -0710 SAMPLE I.D. MR0283 MRO2 CrZfr5 TYPE SLUMP a ASTM C -143 I d GROUT PROPORTIONS GROUT PROPORTIONS • G our EASTSIDE DIVISION TACOMA DIVISION (425) 485 -1244 FAX (425) 485 -1611 A'r 1611 GROUTED L$ CEMENT 65,9 .Fl CEMENT POUR LOCATION AND NOTES: COPIES TO: I MAILED: I SIZE ( L,W,D) AREA (SQ. IN.) C'SE AGG. 60 C'SE AGG. TIME & WEATHER � rr D' OOA 6w' u nuy u 6 SAMPLED AND TESTED MORTAR IN ACCORDANCE WITH: ❑ ASTM C780 0 UBC 21 -16 OWNER CONTRACTOR ENGINEER BUILDING DEPT. ARCHITECT SUPPLIER (253) 589.1804 FAX (253)589-2136 R COMPRESSION TEST RESULTS 1D 10 ASTM C -1064 MORTAR TEMP. DATE TESTED I r I s r -• ■ % on ■ ►)1 CovRSEs -- g )a /Nc - 1.444 . 17• - tI'JOO o 400 FINE AGG. 27,20 FINE AGG. INSPECTOR. AGE AT TEST 7 28 Co 'This report Is provided for the Information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in full, without the full permission of Professional Service Industries, Inc., is prohibited' 'This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent In Inspection, approval acceptance of other associated work or a warranty of design or workability of the specification requirements.' PO ' (503)254.84 GROUT A ASTM C1019, UBC 21 -18 v Certified Report by &Dal Service Industries ADMIX L NAME LBS ON PENINSULA DIVISION 3)252-5608 (360) 297.8821 FAX 60)297 28 2 MR 0283 ULTIMATE STRENGTH MIXING PLAN-Cc/CPC /Ay TRUCK# l 30 TICKET# t4 sra ADMIX CALCWAi z DATE P.S.I. MIX# a ASTM ROU T CT TEMP. c DATE RECEIVED GROUT TP. OTHER ❑ PRISM ASTM E -447 0 UBC 21 -17 U1 6Q.4.eru p • AiL Acne /774s t9- p » i t n5 psx p1.r� i ( :5 EQUIPMENT IDENTIFICATION ANS/N #: SPOKANE DIVISION (5091535.3571 FAX (509) 535.1267 DESIGN STRENGTH F C •��� MIX# '7 o_, 'R o (r uu,4 CHECKED r / /�� % % / /%f iTE iNsP, ,fo, 4for DATE: � j I DATE: ON OFF TOTAL HOURS ((, Date (j(, 04 MILES re 6u o ` Ca 0 CO W J �. w 0 g a (AO Z F. 0 . w tu D p OI w w: 0 . 111 z' N I _ O H: Z CZ 'S I T On Enninewrilnv • Consulting • rowing SEATTLE DIVISION EASTSIDE DIVISION (206) 282-0666 FAX (206) 282 -0710 (42514854244 FAX (4251485 -1611 SAMPLE I.D. i nn OZI5di O2f (� MRoz0 COPIES TO: TYPE GROUTED SIZE ( L,W,D) ASTM C -1064 TIME & WEATHER 9 : 30 J/i'd JAI 6 3 MORTAR TEMP. SAMPLED AND TESTED MORTAR IN ACCORDANCE WITH: ❑ASTM C780 ❑ UBC 21 -16 POUR LOCATION AND NOTES: J - I A i & f - j 1- 5 EQUIPMENT IDENTIFICATION AND S/N#: OWNER ENGINEER ARCHITECT I MAILED: AREA (SQ. IN.) CONTRACTOR BUILDING DEPT. SUPPLIER TACOMA DIVISION (253) 589-1804 FAX (253)589-2136 COMPRESSION TEST RESULTS DATE TESTED GROUT lk NJq INSPECTOR: FIELD CONTACT: AGE AT TEST 'This report Is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in lull, without the full permission of Professional Service Industries, Inc., Is prohibited.' 'This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope ol the work. Certification shall not be construed to represent In Inspection, approval or acceptance of other associated work or a warranty ol design or workability of the specification requirements.' Certified Report by Professional Service Industries A:Y 'P7ormw mf@St§'_"14 !!S49Ahl :' .m,ei.i. .,,,;x, PO .i D • IS10N PENINSULA DIVISION (5031254.841: (503)252-5608 (360)297.8821 FAX (360)297.8828 ASTM C -1064 GROUT TEMP. LBS. MR 0284 ULTIMATE STRENGTH DATE: DATE: P/4 S t // SPOKANE DIVISION (5091535.3571 FAX (5091535.1267 P.S.I. SLUMP �J DESIGN Qr ASTM C -143 / �4 MIXING PLANT TRUCK# / TICKET# ry STRENGTH F 1 r 00 GROUT CEMENT C'SE AGG. FINE AGG. ADMIX MIX# PROPORTIONS GROUT CEMENT C'SE AGG. FINE AGG. ADMIX MIX# PROPORTIONS PRISM ❑ ASTM C1019 ❑ UBC 21.18 ASTM E -447 ❑ UBC 21 -17 DATE RECEIVED L L4 amp 7 41 bey / S (9 oI 's $ f "7/7 W.CAYhMt!: TOTAL HOURS Date I;1 , ! OTHER 0 CHECKED ST I— W 00 co w w w • 0 U. Q - a W ; I- o Z O N to I- W W` I- u. O . Ui Z U 0 1- Z A rTr'AV7 Information IZEt ZI To Build On En_ • Consulting • rooting SEATTLE DIVISION (206) 282-0666 FAX (206) 282. )710 EASTSIDE DIVISION (425) 485.4244 FAX (425) 485 -0611 Certified Report by Professional Service Industries TACOMA DIVISION (253) 589.1804 FAX (2531589.2136 FIELD REPORT acceptance of other associated work or a warranty of design or workability of the specification requirements.' fp �J. X11'. rr• �. ��RylVX.' W< tN? q0' R! R71" MHNX I!' flyf `SU!!,Ta!sf.�,mrN�nwMMT.'•w,. err, awwwrr. v+wwa..rawnev..re•..w.,...«..., ...�ws�..vrv•..:.r..... �.., -.... (503)254.841 FR 1 SPOKANE DIVISION 15091535.3571 FAX (509) 535.1267 ISION PENINSULA DIVISION X (503) 252.5608 (360) 297.8821 FAX (360) 297.8828 j ATSfiue TECH PROJECT NO.' PERMIT NO' ;// ENGINEER jjj A / CONTRACTOR, -,.;ice PROfADDRESS 742 -003// DATE 5. p./ -0.0 ;Daoob -2247 w. '•) 77).0.../R c 4, Ca4 CA) /rt c CAer,9 9 10/ ANDIOus At £ Date r ..ex.�u.u- ar..n. nnrrya.m, an.Mns�MV A'e4r W 6 o O co 0 rn w ! • u_ w 0 g Q' I- w' z � l z o w j no o co w w I O w z N , O z ON 5z7 roe ,4L - TNRE•44, 1)cpr& 4,../1> CPDXr) ,Z.V5-pocl'r0.4V. .4ppl2cozrD Cot 0 r4-5 FDi c oc S t 1 A W csr 5ZD E. Doc. -Ec o oLy .•'4 N.4) 14oLG o 2 8 west S.zbE Pa CY G * .L D« -.)545 a D 4Lc DD.-Pa o'2F 4a... Poc-hstl Vg 4Gc. Doc-/EC V& cJ *:Sr dr.DE DaJ;_45 0 VW ALL De.-)S4-1 .V1 4C..L 1 s-J C.S; .ZS- 44CC A0,..4-4.5, X 4cL_ 1ovEL5 ev•L Ac.L i)e.vZ-L5 C' c' v llc.aC- /Jcal :57 - 2tC PgaV.r ia .r- c:-...L As Txto05; a 80774 E.457 Ski L r3ocE5 - YoO .5 /+0i2r FA{ rwc H oZ $orb Z _.7. SL Lt5 - Tao 5m T 3 /cl .1 1A FAST' S. /1 oca - T&-o 500/2.r TA j is f-/ go4 E,45r5.Tract 4-4.D S. kJ. 51: — Too 5tho tT 3/4 z A cL i¢ppEooE17 JDoU EL4 04 E 1 Aa -P D A" gy SrAr,E d:R cli+64r..•/G7b.✓ c-D0; Zf , EQUIPMENT IDENTIFICATION AND SM #: COPIES TO: MAILED: INSP CTO;y / IDATE: %i' %% %%40. j/ ITEMS I APPROV D P ."s':F %' % %j' // / / /// !/ i '' .. yap • ' � c v /// i //j : , , // �, 1 </ �. O Rl)f11 / %� % �,,; -, r5�, iii � �� m •C 1 9 -?l- ov OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER _`; - FIE • CONTAC • �_ DATE: rj % 'This report Is provided for the information of the client only. The reproduction of this repo y any method. and its transmittal to a third party, by any means, except in lull, without the full permission of Professional Service Industries, Inc., is prohibited' 'This NAME ON OFF ST OT MILES 4/ Lyn) c, f/ V .1a0 /� , () (Y 1,5 2.5 55 certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, appr al or l �,� TOTAL HOURS 1.5 2. � A rTr'AV7 Information IZEt ZI To Build On En_ • Consulting • rooting SEATTLE DIVISION (206) 282-0666 FAX (206) 282. )710 EASTSIDE DIVISION (425) 485.4244 FAX (425) 485 -0611 Certified Report by Professional Service Industries TACOMA DIVISION (253) 589.1804 FAX (2531589.2136 FIELD REPORT acceptance of other associated work or a warranty of design or workability of the specification requirements.' fp �J. X11'. rr• �. ��RylVX.' W< tN? q0' R! R71" MHNX I!' flyf `SU!!,Ta!sf.�,mrN�nwMMT.'•w,. err, awwwrr. v+wwa..rawnev..re•..w.,...«..., ...�ws�..vrv•..:.r..... �.., -.... (503)254.841 FR 1 SPOKANE DIVISION 15091535.3571 FAX (509) 535.1267 ISION PENINSULA DIVISION X (503) 252.5608 (360) 297.8821 FAX (360) 297.8828 j ATSfiue TECH PROJECT NO.' PERMIT NO' ;// ENGINEER jjj A / CONTRACTOR, -,.;ice PROfADDRESS 742 -003// DATE 5. p./ -0.0 ;Daoob -2247 w. '•) 77).0.../R c 4, Ca4 CA) /rt c CAer,9 9 10/ ANDIOus At £ Date r ..ex.�u.u- ar..n. nnrrya.m, an.Mns�MV A'e4r W 6 o O co 0 rn w ! • u_ w 0 g Q' I- w' z � l z o w j no o co w w I O w z N , O z IMM177 Information Englnemming /r? Conaway J ToBuild OOn • • Mating SEATTLE DIVISION EASTSIDE DIVISION (206) 282.0666 FAX (206) 282 -0710 (425) 485 .4244 FAX (425) 485.4611 Certified Report by Professional Service Industries TS • 98.1 TACOMA DIVISION FIELD REPORT acceptance of other associated work or a warranty of design or workability of the specification requirements.' (253) 589.1804 FAX (253)589.2136 (5031 254.84i FR 11200 ISION 15031 252.5608 • SPOKANE DIVISION (5091535.3571 FAX 151x)) 535.1267 PENINSULA DIVISION (360) 297.8821 FAX (3601297.8828 PROJECy ,NOS PERMIT'NO: ). ENCN LEER ;9,, 9. CHITECT' C, ONTR4CT PR,O ADDRE sr fiA "P4;'Hrw 9 ' t'., Date z ce v: CO 0 cn w �LL w 0 : § Q Vi a! ▪ F G O U 0 ON O I— = w V . . Z V � .. O Z tr •` 1. 1 1. r . 4" • 1 . � 52 � n Ai t >.-t 7 /4 4.K4VA ia,u, . 7* " / • ^ _ , ' _ I � � /•`jL� ��.01 .�1%.. ` r 1.-.1.14.4.. Q,l. fC1 ¢.,:Q . /r / / lily Ise 01.41 1 KI /A1 ,2. ed ° s /_ I At . -.A__.,/ ii /_ .Ltel �(/�_.— .. / i �.' - _ . _ . ...... , 4 P. /O7 2-Z- 7 / —CZ) sEp D ; 2r , EQUIPMENT IDENTIFICATION AND SIN #: COPIES TO: I MAILED: I INSPECTOR: DATE: �, .7. - 0Z f7, % % %f %%i /// ITEMS ; I,NSPf ;TEp/ APPROVT9' 9 ' / j %� Ro ' 'e e1 /. i / / j� / j % ; - ONCONF9RMIy�L %/ � i _ '� �' OWNER ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER r CONTACT: DATE: 1 �� �, p � -v / »z.2./ 0 'This is for the information of the client only. The reproduction this by its NAM ON OFF ST OT MILES report provided of report, any method. and transmittal to a third party, by any means, except in full, without the full permission of Professional Service Industries, Inc., Is prohibited' 'This to the of the results obtained from the test I - 1_G A►7 ,--S /01 4) / /',V C) certification attests accuracy actual performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent in inspection, approval or ,/ TOTAL HOURS IMM177 Information Englnemming /r? Conaway J ToBuild OOn • • Mating SEATTLE DIVISION EASTSIDE DIVISION (206) 282.0666 FAX (206) 282 -0710 (425) 485 .4244 FAX (425) 485.4611 Certified Report by Professional Service Industries TS • 98.1 TACOMA DIVISION FIELD REPORT acceptance of other associated work or a warranty of design or workability of the specification requirements.' (253) 589.1804 FAX (253)589.2136 (5031 254.84i FR 11200 ISION 15031 252.5608 • SPOKANE DIVISION (5091535.3571 FAX 151x)) 535.1267 PENINSULA DIVISION (360) 297.8821 FAX (3601297.8828 PROJECy ,NOS PERMIT'NO: ). ENCN LEER ;9,, 9. CHITECT' C, ONTR4CT PR,O ADDRE sr fiA "P4;'Hrw 9 ' t'., Date z ce v: CO 0 cn w �LL w 0 : § Q Vi a! ▪ F G O U 0 ON O I— = w V . . Z V � .. O Z PROJECT NAME: Site Address: t0 \ Revision I Date No.. I Received 4- I LI -II -o FP Summary of Revision: e, -2 I el I 1 S Revision No. Summary of Revision: Revision No. • Summary of Revision: Revision No. • I Summary of Revision: Date Received REVISION LOG Staff Initials I I • Received By: PERM -0 '° R-6 Original Issue Date: q j Zs / 0 ® Received By: Received By: I Staff Date Initials Issued Received By: Date Issued 6 7 7 A V (ple'a3e print) Date Staff Date I Staff Received I Initials I Issued :•:Initials (please print) Date Staff I Date I Staff Received Initials Issued' Initials (please print) Revision I Date I Staff I Date No. Received Initials Issued Staff Initials Summary of Revision: Received By: (please print) (please print). Staff Initials I Staff Initials i ACTIVITY NUMBER: D2000 -226 DATE: 7 -11 -2000 PROJECT NAME: FATIGUE TECHNOLOGY INC SITE ADDRESS: 401 ANDOVER PARK EAST XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Bui� Division IN d eiut 84-co P�bI�c 4191-00 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Incomplete ri Comments: TUES /THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved with Conditions REVIEWER'S I ITIALS: &ovveefrctm Fi a Prr ention PI nin�g Division -t 1-v)-00„„„ Str cturaj,fr-I2 Permit Coordinator in DATE: '-Too DUE DATE: 7-13 -2000 Not Applicable ❑ No further Review Required DATE: DUE DATE: 8 -10-00 Not Approved (attach comments) CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D2000 -226 DATE: 8 -15- 2000 PROJECT NAME: FATIGUE TECHNOLOGY SITE ADDRESS: 401 ANDOVER PK E Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter # 1 Revision # After Permit Is Issued DEPARTMENTS: Building Division P,pb e c, r e � PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP 7 .19 • .o Fire Prevention Structural DETERMINATIO OF COMPLETENESS: (Tues., Thurs.) Complete C Incomplete ❑ Comments: TUES /THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: Approved V'RROOII.00C srrl APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: Approved Approved with Conditions REVIEWER'S INITIALS: PI nninng D vision $.yg•oo Permit Coordinator No further Review Required DUE DATE: 8 -1 7-2000 Not Applicable ri DATE: DUE DATE 9 -14 -2000 Approved with Conditions Approved (attach comments) ri REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) I I DATE: Z ' ur m co u 9. CO w w0 ga3 u. Q D O ` I- E O . z LII Ill: U 0 O — 0 H III W V' i .:z; w _c o i= _ '. Z ACTIVITY NUMBER: D2000 -226 DATE: 9 -13 -2000 PROJECT NAME: FATIGUE TECHNOLOGY INC SITE ADDRESS: 401 ANDOVER PK E Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter # 2 Revision # After Permit Is Issued DEPARTMENTS: Buil�rig Divisioon kW, -I4 Public Worlys � duAleei tL.00 Complete TUES /THURS ROUTING: Please Route APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: VitROLJJI DOC Y'rl PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP o► w Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ Comments: Structural Review Required REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 9 -14 -2000 Not Applicable n ❑ No further Review Required DATE: DUE DATE 10 -12 -2000 Approved ❑ Approved with Conditions n Not Approved (attach comments) REVIEWER'S IN,ITJALS: DAT e/e e q--24-06 DUE DATE Approved Approved with Conditions Li Not Approved (attach comments) u REVIEWER'S INITIALS: DATE: A CTIVITY NUMBER: D2000 -226 DATE: 9 -21 -2000 PROJECT NAME: FATIGUE TECHNOLOGY SITE ADDRESS: 401 Andover Park East Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 3 Revision # After Permit Is Issued DEPARTMENTS: Building Division ❑ PaW rks DETERMINATIO Complete Comments: TUES /THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP OF COMPLETENESS: (Tues., Thurs.) Incomplete n Structural APPROVALS OR CORRECTIONS: (ten days) Fire Prevention n n Planning Division Permit Coordinator t DUE DATE: 9-26-2000 Not Applicable No further Review Required DATE: DUE DATE 10 -24 -2000 Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved C Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: PERMIT NO.: D .zDoo -221( BUILDING PERMITS INSPECTIONS ❑ 00001 Progress Inspection Status 0 00002 Pre - construction El 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre -Move Inspection ❑ 00050 WSEC Residential ❑ 00060 WA Ventilation/Indoor AQC ❑ 00070 NLEA Inspection/Modular Struct ❑ 00071 Mobile Home Tie Down Insp ❑ 00072 Marriage Lines ❑ 00090 Resteel ❑ 00095 Footing Drains [y( 00100 Foundation Footings [iy 00200 Foundation Walls ❑ 00250 Foundation Insulation ❑ 00300 Concrete Slab /Slab Insulation ❑ 00350 Crawl Space ❑ 00400 Shear Wall Nailing ❑ 00450 Plywood Wall Sheathing ❑ 00500 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney ❑ ,�,/ 00610 Chimney Installation/All Types [2 0700 Framing 00750 Roof /Ceiling Insulation ❑ 00800 Floor Insulation [/ 00801 Wall Insulation ❑ 0080 Exterior Roof Insulation ❑ 00803 Glazing Inspection ❑ 00815 Lighting and Controls [ 00900 Suspended Ceiling 2 ow Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01110 Pre -Move Inspection ❑ 01115 Motor Inspection ❑ 01120 Pre -Demo ❑ 01140 Pre - reroof 01400 Final -Fire 2 Final- Building ❑ 01900 Final - Reroof [3,03100 Site Visit 04000 Special- Concrete Q' 04001 Special -Bolts in Concrete ❑ 04001 Special - Mom/Resist Conc Frame ❑ 04003 Special -Reinf Steel Prestress [v Special - Welding 04005 Special- High- Strength Bolting Er 04006 Special - Structural Masonry ❑ 04007 Special -Reinf Gypsum Concrete ❑ 04008 Special - Insulating Conc Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special - Piling, Piers, Caissons ❑ 04011 Special - Shotcrete ❑ 04012 Special- Grading, Excav /Fill ❑ 04013 Special- Retaining Wall ❑ 04014 Special - Panels ❑ 04015 Special -Smoke Control System ti TENANT NAME: I C4/ I 6, CONDITIONS le000I No changes to plans unless approved by Bldg Div ❑ 0010 Special inspection required, notify Bldg Div Z 0l I Special inspector shall submit final signed report [� 0 012 New ceiling grid & light fixture shall meet lateral bracing 2 Partition walls attached to ceiling grid ❑ 0014 Readily accessible access to roof mounted equipment (0015 Engineered truss drawings & calcs shall be on site 0016 Exposed insulation backing material Er 0017 Subgrade preparation including drainage, excavation ❑ 0018 Statement from roofing contractor verifying fire retardant class of roof • 0019 All construction to be done in conformance w /approved plans ❑ "No work shall be done in addition to those modifications..." [0002 Plumbing permits shall be obtained through King Co ❑ 0020 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co ❑ X1022 Fire retardant treated wood shall have flame spread of 0' 0023 Notify Building Division prior to placing any concrete ❑ 0024 All spray applied fireproofing shall be special inspected ❑ 025 All wood to remain in placed concrete shall be treated 0026 All structural masonry shall be special inspected 0027 Validity of Permit ❑ 0028 Rack storage requires separate permit [0003 Electrical permits obtained through L & I 0030 No occupancy of building until final insp by Bldg Div ❑ 0032 Remove all weeds, concrete, stone foundations, flat concrete ❑ 0036 Manufacturers installation instructions required on site ❑ "BTU maximum allowed per 1997 WA State Energy Code" ❑ 0035 Contact PW Div to obtain insp for water /sewer connect 2' 0038 A C of 0 will be required for this permit ❑ 0039 Final approval for all TI w /in the limits of the SC Mall ' 0004 All mechanical work shall be under separate permit ❑ 0040 All construction noise to be in compliance with 8.2 TMC ❑ 0041 Ventilation is required for all new rooms & spaces [v]' 0005 All permits, insp records & approved plans available [.,K0006 All structural concrete shall be special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" [0007 All structural welding shall be done by WABO certified inspector "0008 All high- strength bolting shall be special inspected Q"0009 Bolts installed in concrete shall be special inspected ❑ 0031 Comply with requirements of TMC 16.04 ❑ 0034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel burning appliances ❑ "Appliances, which generate...." ❑ "Water heater shall be anchored...." ❑ " Reroof' Plan Reviewer: Permit Tech: Tec..lutolo -J.. KCB Date: 1 Z 5 /zaz Date: q.2._5-0D C4 2 11j1 N U) W ! W } 0 g:3, tL Q' W i Z o r Z !— uj 0 u) O F_ W L u u. O ; Z ; U y' Z DEPARTMENTS: Buildittvision 1:71- kt-t-0( Public Works [_ Complete PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D2000-226 DATE: 4-1 1 01 PROJECT NAME: FATIGUE TECHNOLOGY SITE ADDRESS: 410 ANDOVER PARK EAST SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 AFTER Permit Is Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete APPROVALS OR CORRECTIONS: (ten days) LII Permit Coordinator Comments: TUES/THURS ROUT NG: Please Route Structural Review Required Ti No further Review Required REVIEWER'S INITIALS: Approved I Approved with Conditions ri Not Approved (attach comments) Ti REVIEWER'S INITIALS: CORRECTION DETERMINATION: DUE DATE Approved ri Approved with Conditions [l Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Planning Division DATE: DATE: DUE DATE: 4-1 2-200 1 Not Applicable n DUE DATE 5-10-2001 LI ACTIVITY NUMBER D2000 -226 DATE: 4 -26 -01 PROJECT NAME: FATIGUE TECHNOLOGY SITE ADDRESS: 410 ANDOVER PARK EAST SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 2 AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works Complete TUES /THURS ROUT Please Route Y'NNOU11.00C snn PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n Comments: Structural Review Required REVIEWER'S INITIALS: APPROVALS O CORRECTIONS: (ten days) Approved Approved with Conditions REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: ❑ No further Review Required PERMIT COORD COPY Planning Division E Permit Coordinator ip DUE DATE: 5-1 -2001 Not Applicable n DATE: DUE DATE 05-29 -2001 Not Approved (attach comments) n DUE DATE Not Approved (attach comments) n DATE: DEPARTMENTS: Building Division Public Works Complete ri Comments: bcvA \PRROUTE.DOC 5/99 n PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D2000 -226 DATE: 7 -11 -2000 PROJECT NAME: FATIGUE TECHNOLOGY INC SITE ADDRESS: 401 ANDOVER PARK EAST XX Original Plan Submittal Response to Incomplete Letter # Response to. Correction Letter # Revision # After Permit Is Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete TUES /THURS ROUTING: Please Route RI Structural Review Required REVIEWER'S INITIALS: cJ Cam" APPROVALS OR CORRECTIONS: (ten day Approved Approved ith REVIEWER'S INITIALS: Planning Division n Permit Coordinator n n DUE DATE: 7- 13-2000 Not Approved (atta DUE DATE: 8-10 -00 DATE: Not Applicable No further Review Required n DATE: 7-13-2-000 CORRECTION DETERMINATION: DUE DATE Approved Approved with Conditions ri Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: JUL 1 7 2000 TUKWILA PUBLIC WORKS tu 0O v/ o W , ca u. w O u . F-W Z ' U O ,O N l= W u j V W Z N 0 ` 2 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D2000 -226 DATE: 7 -11 -2000 PROJECT NAME FATIGUE TECHNOLOGY INC SITE ADDRESS: 401 ANDOVER PARK EAST XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # _ After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete Comments: TUES /THURS ROUTING: Please Route WRROUTE.DOC 5/99 n n REVIEWER'S INITIALS: Structural Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions n J. REVIEWER'S INITIALS: Fire Prevention n Planning Division n Permit Coordinator DUE DATE: 7-13 -2000 Not Applicable n No further Review Required DATE: 7— ' nO DUE DATE: 8-10-00 Not Approved ,(attach MO/110 DATE: 1 - 2,0- 6fJ n CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: U 0p N O' LL Q ; co O Z o 111 uj O O ! o �O 1 LL p z v N` o _. z DEPARTMENTS: Building Division Public Works Approved n n REVIEWER'S INITIALS: 11 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D2000 -226 DATE: 7 -11 -2000 PROJECT NAME: FATIGUE TECHNOLOGY INC SITE ADDRESS: 401 ANDOVER PARK EAST XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued Fire Prevention Structural TUES /THURS ROUTING: Please Route n Structural Review Required • Planning Division DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 7-1 3-2000 Complete n Incomplete n Not Applicable n Comments: APPROVALS OR CORRECTIONS: (ten days) Permit Coordinator No further Review Required DUE DATE: 8-10 -00 Li n REVIEWER'S INITIALS: DATE: Approved with Coopditions, Not Approved (attach comments) n DATE: 7// -3 (P DUE DATE Approved n Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: \PRROUTE.DOC 5/99 ACTIVITY NUMBER: D2000 -226 DATE: 7 -11 -2000 PROJECT NAME: FATIGUE TECHNOLOGY INC SITE ADDRESS: 401 ANDOVER PARK EAST XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 7-13-2000 Complete Incomplete n Comments: TUES /THURS ROUTING: Please Route PLAN REVIEW /ROUTING SLIP S n REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved wi REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved Li \PRROUTE,DOC 5/99 1 Fire Prevention Structural Structural Review Required nd Planning Division n Permit Coordinator Not Applicable n No further Review Required DATE: -7 l i 3/z-e1=4 DUE DATE: 8 -10-00 Approved with Conditions n Not Approved (attach comments) n Not Approved (attach comments) DATE: —5 - Za:r.) DUE DATE REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D2000 -226 ` DATE: 8 -15 -2000 PROJECT NAME: FATIGUE TECHNOLOGY SITE ADDRESS: 401 ANDOVER PK E Original Plan Submittal Response to Incomplete Letter # XX Response to Correction. Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 8 -17 -2000 Complete Ki Incomplete n Comments: TUES /THURS ROUTING: Please Route Wj Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved REVIEWER'S INITIALS: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: KKOIIILWC S.MI n n PLAN REVIEW /ROUTING SLIP Fire Prevention Approved with Conditions Structural n n . fl , , Planning Division Permit Coordinator n Not Applicable n No further Review Required DATE: c° /I 7f -rpd n DUE DATE 9 -14 -2000 Not Approved (attach comments) DATE: G 2 - O[) PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D2000 -226 DATE: 8 -15 -2000 PROJECT NAME: FATIGUE TECHNOLOGY SITE ADDRESS: 401 ANDOVER PK E Original Plan Submittal Response to Incomplete Letter # X X Response to Correction Letter # 1 Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Please Route MKIRU{III.IXM VP' DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete El Incomplete n Comments: TUES /THURS ROUTING: REVIEWER'S INITIALS: -wt, REVIEWER'S INITIALS: CORRECTION DETERMINATION: REVIEWER'S INITIALS: Fire Prevention Structural Structural Review Required APPROVALS OR CORRECTIONS: (ten days) n a Planning Division n Permit Coordinator No further Review Required DATE: g - I -c�a n DUE DATE: 8 -17 -2000 Not Applicable n n DUE DATE 9 -14 -2000 Approved n Approved wit' ditions n Not Approved (attach comments) DATE: q1 DUE DATE Approved n Approved with Conditions ri Not Approved (aeni DATE: AUG 1 0 2000 PUBLIC WORKS DEPARTMENTS: Building Division Public Works \PRROUTE.DOC 5/99 I an+nnwa� PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D2000 -226 DATE: 9 -21 -2000 PROJECT NAME: FATIGUE TECHNOLOGY SITE ADDRESS: 401 Andover Park East Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 3 Revision # After Permit Is Issued Fire Prevention Structural TUES /THURS ROUTING: Please Route ❑ Structural Review Required n Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 9-26 -2000 Complete n. Incomplete n Not Applicable ❑ Comments: n Planning Division No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE 10 -24 -2000 Approved Approved with tions Not Approved (attaf h comments) n REVIEWER'S INITIALS: 64. kz DATE: `l 1/7-- CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: DATE : 9 -13 -2000 'ACTIVITY NUMBER: D2000 -226 PROJECT NAME: FATIGUE TECHNOLOGY INC SITE ADDRESS: 401 ANDOVER.PK E Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter# 2 Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n Complete Comments: REVIEWER'S INITIALS: PLAN REVIEW /ROUTING SLIP Fire Prevention Structural CORRECTION DETERMINATION: Approved Approved with Conditions REVIEWER'S INITIALS: VNKOUII.000 Yry n Planning Division ❑ ❑ Permit Coordinator ❑ DUE DATE: 9- 14-2000 Not Applicable n TUES /THURS ROUTING: Please Route ❑ Structural Re w Required n No further Review Required DATE: C 1 "T ` DUE DATE 10-12_2000 APPROVALS OR CORRECTIONS: (ten days) Approved Approved wit nditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: C I v 11- — t' DUE DATE Not Approved (attach comments) DATE: DEPARTMENTS: Building Division Public Works Complete Fri I TUES /THURS ROUTIN. Please Route REVIEWER'S INITI PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D2000-226 DATE: 9 -13 -2000 PROJECT NAME: FATIGUE TECHNOLOGY INC SITE ADDRESS: 401 ANDOVER PK E Original Plan Submittal XX Response to Correction Letter # 2 Revision # Response to Incomplete Letter # After Permit Is Issued Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 9- 14-2000 Comments: Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with ndi ns n Not Approved (attach comments) ❑/ REVIEWER'S INITIALS: A /f C' z , DATE: Gl / h"" Fire Prevention CORRECTION DETERMINATION: li E ec �� DATE v Approved El Approved with Conditions ❑ Not Approved (attacn ents) I I REVIEWER'S INITIALS: DW 7 5 moo D 1 n 1 V'NROUIldIDC 6 e2.1. n Planning Division Permit Coordinator n Incomplete n Not Applicable nl n No further Review Required DATE: 7� 3 —4 6 n DUE DATE 10 -12 -2000 o "auQ WORKS CRe./A re uJ U) rn w. 9 NLL,. w 0 cs = 0 : UJ z0 LL! ui C.) O co = W F- ~ ' O ui z rz ACTIVITY NUMBER D2000 -226 DATE: 4 -26 -01 PROJECT NAME: FATIGUE TECHNOLOGY SITE ADDRESS: 410 ANDOVER PARK EAST SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 2 AFTER Permit•Is Issued DEPARTMENTS: Building Division Public Works Please Route PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n Comments: TUES /THURS ROUTING: REVIEWER'S INITIALS: CORRECTION DETERMINATION: Structural Review Required APPROVALS OR CORRECTIONS: (ten days) n ❑ Planning Division Permit Coordinator No further Review Required • DUE DATE: 5 -1 -2001 Not Applicable DATE: - DUE DATE 05- 29-2001 Approved Approved with Conditionsn Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DUE DATE Approved n Approved with Conditions n Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: PLAN REVIEW /ROUTING SLIP 'ACTIVITY NUMBER: D2000 -226 PROJECT NAME: FATIGUE TECHNOLOGY SITE ADDRESS: 410 ANDOVER PARK EAST SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 AFTER Permit Is Issued DATE: 4 -11 -01 DEPARTMENTS: Building Division Public Works TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: V'RROUILOOC Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 4 -12 -2001 Complete n Incomplete n Structural Re w Required APPROVALS OR CORRECTIONS: (ten days) Approved Approved wi , k onditions REVIEWER'S INITIALS: n Planning Division n Permit Coordinator C n Not Applicable U Comments: No further Review Required DATE: 4I2/'2C 2 DUE DATE 5-10-2001 Not Approved (attach comments) DATE: 4/I 2/2LX CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: 0 Response to Incomplete Letter # Response to Correction Letter # Revision # al" after Permit is Issued Received at the City of Tukwila Permit Center by: 1:d Entered in Sierra on Kr � City of Tukwila. Department of Community Development John W Rants, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. •n 00 92000 -22x0 Date: 0 � ` � Pl an Check/Permit Number: Project Name: FAT( &O TeC tJ OOLO Sr Project Address: 40 ANTXN l P1 I EA E r Contact Person: P I ' V LLEN Phone Number. 's' eel • 33 +O S umm ary of Revisi 1 �� ITI d N d t Hot) 0 RENT c5 J N/ PL-AtT • v >M tT - fi"o POP, fizI1TT12 - rry or TO t J I L, Far IT' o M aNP'Y APP 1t-- 2 3, zaoI . r-5U 15I61 L iz Iti _..D oF1 1'O FSij - 1.4 I . iz l5)L9N TO L -N D PE ID1 141/465 1.•1ONuH064 -1 V - L 6GA•TleN • J t5 L I L.s L 3 gr L4 1 vV46H *L'/ A'[ZIt so sdd I . Ste • E � 9L- SAV TI(SKRA / MEP Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision N so r•\ °' g oo cA tIISC 06/29/99 wa.T�1tlN'.'M'k�P:S:°.lQ n: C 'it° temstent v§ CO ur W O co a Flu uf ▪ Q, 0 :O N . 0 H" W W, C). W H. O' 1 •Z 1 m: O ' Z enter Boulevar City of Tukwila Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: T/2�00 Plan Check/Permit Number: 62000 --226 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # �J ❑ Revision # after Permit is Issued Project Name: - c Project Address: 4o t fas'cw- 4 ' Contact PersorT.� � � Phone Number :4'2S AEA - S51 afr Summary of Revision: /llitor CA es h /n#-% a ss ociA, l ev s' v �w Con- 74/ sGAW1i•0e aes'c & ,, L ice s a 4s J J � Department of Community Development Steve Lancaster, Director S E P 2 1 2000 Sheet Number(s): C / C'S "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ff( Entered in Sierra on '' 2 I -0! RECEIVED CITY OF TUKWILA rcrnrvn i %.cry r c \ CORRECTION LTR# John W. Rants, Mayor 06/29/99 Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 Date: City of Tukwila John W Rants, Mayor Department of Community Development Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: 1 02 226 E] Response to Incomplete Letter # • Response to Correction Letter # • Revision # . after Permit is Issued Project Name: fT(t)e... �— � CL • Project Address: I - t Contact Persow—JMPF � Phone Number: 61 ?7 3r (p Summary of Revision: Q4111 C Ol t. 1 17.-- ! tt' ■k j cA11'. U LA pKr To f pL)c) 'r'd t Z. rviErur4kn*ic -► Kiat, RFr..FIVED CITY OF TUK'NILA SEP 13 2000 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: El Entered in Sierra on 4' 1 PERMIT CENTER 06/29/99 0 t Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 City of Tukwila Department of Community Development Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 8 ' • 2DC:)(9 0 Response to Incomplete Letter # Response to Correction Letter # I 0 Revision # after Permit is Issued Plan Check/Permit Number: 0 • 2 240 Project Name: ue r .c ,� ��G Project Address:AO L A&.t + a ` .O T Contact Person: � ' Phone Numbe . • - - 1(p Summary of Revision: i • r bI1CUO G * it,tfi1..0it1e& . 1t41C.lnt ?'-k 1. i .rL 1 R1 -k 440 RoD �iE Inr:CU 4E 4r4 - • CAVIL. k IL -� f� -E�/l ��F -1C- 5 . f E UR1.l Fze- C?1JEETEI...a t■11W Co � U•N'rst' a 1R '» Sheet Number(s): DNIEt7 - t• x o `-P A.(4 ecor, "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: P " Entered in Sierra on e- 16'"a) ...nn �. .�.__._.. �_..1...._.a C..J... 441/1,1 . W hinrremn OAIER • 19n/il d ?I -3670 • Far 12061 411-3665 RECEIVED CITY OF TUKWILA AUG 1 5 2000 PERMIT CENTER John W. Rants, Mayor 06/29/99 City of Tukwila • Department of Community Development John W. Rants, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Checic/Permit Number: Date: 01- . • 2 00 1 0 Response to Incomplete Letter # 0V-000 - 2 2 at Response to Correction Letter # . a Revision # az after Permit is Issued Project Name: FAT(&O TH Project Address: 4 I AN2)V l fZ / I � EA�� Contact Person: G1 ' t4 V LIEN Phone Number. 4t. ei . ;3 40 Summary of Rev ision: �'c �E71TI o N o f Mo N v H' E , `5 J( N pL- - A NTS- . s (-) 1M 1 reD - t"o P 1z rrrE1 c ( c r Tv W I UPt Fbra 8I 6 NA V 'I✓ 1 fit CT" 014 M o P' V APP-R— 2 3, 2001. r- 1516 L 1 •1 - 1 - o F-s'r / P f 1 L 2 f - zoo I . f t/ 1SII>N 174-t4D AVE Dp/ 1-4o4u H - ALL, L 6c ityTIl t • 1� f 2 gr L4 EvIJ6H ekt A1'P IL 2D 2oa 1 Sheet Number(s): Co • ` 04 Cr , tt,PP 5FI � SI GI —e-1 P "Cloud" or highlight all areas of revision including date of revision 99 Rc'(�1- J�� P Received at the City of Tukwila Permit Center by: 1. 01 [ f Entered in Sierra on 74-0 P co 06/29/99 wn n n .ww.. In. .14.72 P. /P.'S", I•11 •l■AC City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite .100 Tukwila, WA 98188' (206)431-3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc Date: ( 1, CRll..r '').-C30 ❑ Response to Incomplete Letter At ❑ Response to Correction Letter # Revision # 1-- after Permit is Issued Project Name: tlek. Y Plan Check/Permit Number: CV-GOO - `2 Project Address: -,OCS R- Contact Person: ■ \C- e 9.NNV Phone Number: 4/2��o Summary of Revision: �/1StO ` ' ( "N LL r-rya_ fi b 4 C oRe POP -1 X 145 231J S ,A '2 ,1 l A 2. 7 I ,1 A4 . l . .) 4 1• • G, Received at the City of Tukwila Permit Center by: 'Entered in Sierra on f (/ ( Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision REr CITv r ' Ai 1 1 PERM ... - 08/30/00 9 N LL' W 0 J'. u. co 3 2 ▪ D O N 0F_! 1 U1 W H 0 , fli Z • 0 z r EI Response to Incomplete Letter # ❑ Response to Correction Letter # • Revision # i after Permit is Issued City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite .100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1 1.7N 1L-' D Plan Check/Permit Number: Project Name:r7 1 1$ 440.-CO Y Project Address: 1 7 ‘,10OVeR- 1 e - �Y Contact Person: Phone Number: 419 2 Summary of Revision: ssASIC VS `�O'�.�C�t` a' ' etGatFlis. V , 1 t(n-15 } c-)1v c\ t2DNS - s , '2 rl 2. 4 �, Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: _Entered in Sierra on L/ - .� / , I RECEI CITY or. APR 1 1 i U: f4r4 Y }w M#F'.t+. .14)11; AsTtransgmv.tcrranr...x.. u .uw.r.. „.. PERU 08/30/00 Fire Department Review Control #D2000 -226 (512) Dear Sir: City of Tukwila Re: Fatigue Technology, Inc. - 401 Andover Park East Fire Department Thomas P. Keefe, Fire Chief July 13, 2000 Steven M. Mullet, Mayor The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC Standard 10 -1) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 - 575.4404 • Fax: 206 - 575 - 4439 { Ciiy of Tukwila Fire Department Page number 2 Maintain fire extinguisher coverage throughout. 2. No point in a sprinklered building may be more than 250 feet from an exit, measured along the path of travel. (UBC 1004.2.5.2.2) Exit doors shall swing in the direction of exit travel when serving any hazardous area or when serving an occupant load of 50 or more. (UBC 1003.3.1.5) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its presence would obstruct or render the exit hazardous. (UFC 1203) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (UFC 1207.3) Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) Internally illuminated exit signs shall have both bulbs working at all times. (UBC 1003.2.8.4) When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 1003.2.8.2) The color and design of lettering, arrows and other Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 - 575.4404 • Fax: 206 - 575.4439 IMO Steven M. Mullet, Mayor Thomas R Keefe, Fire Chief ce � W+ 9 co W O' g Q u. - d , Z ` W Wi 0N ` iG W W' Z , w /ft, 0 z `__ Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief Page number 3 symbols on exit signs shall be in high contrast with their background. Words on the sign shall be block letters 6 inches in height with a stroke of not less than 3/4 inch. (UBC 1003.2.8.3) Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) Exits shall be illuminated any time the building is . occupied with light having an intensity of not less than 1 foot candle at floor level. Fixtures required for exit illumination shall be supplied from separate sources of power for Group I, Divisions 1.1 and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more. (UBC 1003.2.9, 1003.2.9.2) When exit signs are required by The Building Code (see U.B.C. section 3314(A)), additional approved low level exit signs which are internally or externally illuminated, or self - luminous shall be provided in all interior exit corridors serving guest rooms of hotels in Group R, Division 1 occupancies. The bottom of the sign shall not be less than 6 inches or more than 8 inches above the floor level. For exit doors, the sign shall be on the door or adjacent to the door with the closest edge of the sign within 4 inches of the door frame. (UFC 1212.6) Exit doors serving exit enclosures and exit passageways shall be maintained self - closing or shall be automatic closing by actuation of a smoke detector. All hold open devices shall be listed for the intended purpose and shall close or release the fire assembly to the closed position in the event of a power failure. (UBC 1005.3.3.5, 1005.3.4.4) Exits shall not pass through kitchens, storerooms, Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575-4404 • Fax: 206 -575-4439 ...,.a- ..La.;i. ....:s.,..,..wn:1i • :+.iI' ,.4 ..t a.a.:lwr ;J... ' 4 u.ta..«.«u;:;e;:c w J w 0 u_ <- w' Z O U t `0 NI 0 F- w w' W z, O Ciiy of Tukwila Fire Department Page number 4 Steven M. Mullet, Mayor Thomas P. Keefe, Fire Chief restrooms, closets or spaces used for similar purposes. (UBC 1004.2.2) When two or more exits from a story are required and when two or more exits froma room or an area are required, exit signs shall be illuminated. (UBC 1003.2.8.4) The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of it's failure, illumination shall be automatically provided from an emergency system for Group I, Divisions 1.1 and 1.2 occupancies and for all other occupancies where the means of egress system serves an occupant load of 100 or more. Such emergency systems shall be installed in accordance with the electrical code. (UBC 1003.9.2) Combustible material shall not be stored in exits or exit enclosures. (UFC 1103.3.2.3) Exit doors shall be maintained in accordance with Section 1207. Exit doors shall be maintained in an operable condition. Doors installed as part of required fire assemblies shall be maintained in accordance with Section 1112.2. (UFC 1207.1) 3. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #1742) All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to The Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206.575 -4404 • Fax: 206 - 575.4439 city of Tukwila Page number 5 Steven M. Mullet, Mayor Fire Department Thomas R Keefe, Fire Chief All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 4. An approved manual fire alarm system is required for this project. The fire alarm system shall meet the requirements of the Americans with Disabilities' act, chapter 51 -20 WAC (Chapter 31 Accessibility), N.F.P.A. 72 and the City of Tukwila Ordinance #1900. Local U.L. central station supervision is required. (City Ordinance #1900) All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1900) (UFC 1001.3) Remote alarm annunciation indication is required if the control panel is not visible from the main entrance. (City Ordinance # #1900) When the control panel is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Fire Alarm" or "Fire Alarm Control ". (City Ordinance #1900) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 - 575.4404 • Fax: 206. 575.4439 i w i w W o' a ` z , of n ; w W V w Z v N Z City of Tukwila Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief Page number 6 Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and the Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #1900) Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (1- 5.2.8.2)) In areas that are not continuously occupied, automatic smoke detection shall be provided at each control unit(s) location to provide notification of fire at that location. (NFPA 1 -5.6) 5. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 6. Required fire resistive construction, includin? occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 1111.1) When fire resistive floor or floor ceiling assemblies are required to prevent the vertical and horizontal spread of fire and smoke, the assembly shall be maintained. (UBC 710.2) Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. (UFC 901.4.4) All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (UFC 901.3) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206 -575 -4439 � 0flLA,. I�{ j ; r� z 7. 16 O . 1908 City of Tukwila Steven M. Mullet, Mayor Fire Department Thomas I! Keefe, Fire Chief Page number 7 This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Preve ion Bureau cc: TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 - 575.4439 07/04/2000 05:33 4258670962 SETT? 8Y 42SA289110 : 7- 7- Q : 12'50 u4. n r• • rqd Ge: 221 11JK14: — DPW Non-Residential Sewer Use Certification ab be completed torah new canneetlare, ream >sctlore or ohenpee WAS of Wolfe aemtlddone. This form clan sat apply 10 maim or repiaearr+anta of westing sway conroNSON ,MlnIn Ave yowl or disconnect.) Pwe ant m King tJolysty OIdireanoe Na 11034. I Mww mowers who establish a new ienrtcs astropoilan moot ',dame $a lte4Rrety 1, t goo shah be abject to a mot* amp. The mount d Ihs chine is alaMM+ed ennuaay by the Ion* y Gourd but Is arnt d by rate nw b 1110,110 oar menih par nwidartaat imiernor et nsids,My WIMP egIMJsnf far I morbid of Mar yaotr. no ;wpm er the shsgo is M raestrw matt er p ad% esna* bleebteant amm�eera. T1ie disco ie osasae� wmW at ily. Alt Moro De WSW an be phoned at a elabsentetd &si far �1w oeYra CWMla+na Away n% the aegeety dime or tee teen thud be weer,ed b trine Oounrye Weeleweter Tray lino OMersn ati Mai 114-1144. posse viola type) ewi re Name G t EsSON Pte 9Eg li i L praowty Legs/ mew Tpo G "" 31.baNalon P erna erltx P• P s1c- tyo5 Batt ,y Seat propsrry Sums Memos , 19aP.V-- EASr cant, tltrtle, apal-KaNk A-1—Wh 9 6188 _ Omen Phone Nernber [ �•to(o t 2. 4� 2410 oz's Melting +ldetele rd unworn iron, abevs) top CNE+1 9 E A. Nave Units - — 17H (RAC. aaoe Fixture Units xN imber Fixtures. Total labtant Unite cars^r l- 11.11E SIR -VI I. d�it t � � MP Ili =in -1111Ve'f RUM I=Il tz. :L nt= na 10 1•11111=1 ,==1 LAC:73111111111111.111:1111E1 i>Ui AIM= E=7" -,771-mliml WINKS MN MIME gnat e=1 =as WW1 ' t ,fi ;. • � • ' ' � ' `JS tPt 1" ' S t t ' . . W AY t - .) At ' � - ' Js 3 �R ! r 7 w>'e z . . w, Date �•. ... WNW w - Laud Oavnv Aeons& ewer more" Fixture UIMO I eeidentid Guaranty tgtiivalent (RGE) 213 f.,�;te units egltbl to o ROI p No. or Fiaaours Ut1i11 RCE MEI MERIT MECHANICAL CNA COWAN 1 bS-' :eM_YLyL`iZar.In •t1't,...44V w..•• aaarwuuu :..,a•u,vow:.Wa»wm,...w•..envc s..,...r.,,,s,M•••••. m.......• _.,...,..,...,_._._.. Estimated Waetawslor Dle�+tarpe. O llorwldaye Ruldsrtteti Customer �quivalenls (SCE): 1$7 gsilon ear day equals 1.0 ace E __ 7 ..... 1 AGE nature 01 OwniN ocrIsantab :►::oar UOVe PAGE -, 02 1 o JvL X2000 Pere Prowl Taaro• - 8u11 limp Nee tir eDDtkiNel� 3� isUEs '*11Nd&. ez ) t,IC Petty b Se idled (It dflareat fran comb) Party's Wooing Addible: 1 9=2, aov � - . _PAtiW-- W ssT a PTc s yeaeect Phones ( I _ Ctlya lime Diarist _ Ow M aonneMlor• Ode Sew Pinup is Comiltion a pre brltd+p7Atei CR: monomer+ Peru !1. Mir Y elerastsr Plow tin addition to Fbdure Unite identttled in Baton A} Type of FOCWty/Process; TOta� - C me PERMIT CENTER tl C. 'loth Aelsldslltial Omens, Equivalents. (add A IA) A B D2000 .zzb 1 esriiy tot the ifbrtttatidn givatt la corned. I undentaid there the *opacity cnarge levied will be baud en this Mlerreetkxt end any deviation will require resubmission of corrocie#d data for detarni ietidn or a revised rapacity enemy. RECEIVED CITY OF TUKWILA JUL 1 1 2000 dent by: McCarthy Construction NOTARY PUBLIC in and for the State of Washington, County of King Residing at Bellevue My commission expires: 09/01/00 425 843 9248; 08/23/! 2:21PM;J.tFax #800;Page 2/2 DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL . : REGIST :. ## EXP . DATE CCOI: MCCARBC000JD 04/01/2001 EFFECTIVE: •DATE . j ::':04/44/2000 MCCARTHY BUILDING CO INC 1341 N ROCK HILL RD ST LOUIS MO 63124 Detach And DI3pIay Cenirleate DRAWI NG INDEX ARCHITECTURAL STRUCTURAL I LANDSCAPE CIVIL sg r NO REV I Ai DATE WNW NNE BEET tn. tw 1 Di twe, oRttsc KW S. to r v i 6,1 RaE WNW its sum' No. R& i pi NE Wile NYE M :EMMMMM WWW WW WWWwWW 1 - - 1 _ - - - - - - - - - - - - 1 1 - - - - e 8 8/14/00 8/14/00 1//,:g 04/0. /14/ 8/4/00 8 / /ao 8/14/00 8/74/08 8 e /74/DD. e%14 /ODD 8 /ti //� 8/14/00 8/14/00 8/14/0 B/14/00 0 e %iy // W 8/14/00 8/14/00 8/14/00 8/14/00 8/14/00 8 „4,00 8/14/00 8/1q/00 8/14/00 8 /I4 /00 8/14/00 8/14/00 8 8/14/00 1 z : 11 111 f II mi ig iii Q ig 1111 iRR I I 111:11 igg - - - - - .. MINERNIN 1i/1111i/1111111 1111111111111111 _. - , k4Ak 66 LMt ,PE 17N1 MIME 3F®UE t. k OEMS : P� 4 OELMS t '.. � nv e D : AUG Z C ' Z : nen - - _. - _ 8 /it/00 e/11/OD a /11/08 8/11 C MR S. maw l soli 01.6( F JK YUER YW FXIF1610R PUN Cg61RR.1Ca .n L � 6 ',,• A APPROVED SE¢P 2 X 2980 I�O L477LC'ti'C: u'V73[t�k7 SEPA.RACE PERM REQUIRED FO aKEC NANICAZ ECTRICAL. t , ,, ' - +i ll j SING :. 3 °!PING C OY OF TU4 (L1ry GIiDfNG DIVISION FILE c `( I '. t�_I Cefs[ dthzt e Ch kapp h te..8 tce doms k.,, p. : an :: :: e e C e v o tt, .. , .{ ,C z F ep 1 tr acto rs G .,pcecP By _ Pe.. `)2 OO - 2 2 (.0 FATIGUE ''C )OVER PARK EAST TUKWILA, WASHINGTON 1E SUI3MITTAL FOR SHELL & CORE AUGUST 14, 2000 SHELL & CORE SUBMITTAL THIS SUBMITTAL IS TO INCLUDE ALL SHE AND UTILITY IMPROVEMENTS, LPIESCAPE AND IRRIGATION, MODIFICATION TO 0010000 FACILITY AND TO FULLY ENCLOSE 8010 THE MING FACILITY AND THE NEW ADDITION TO A WEATHER TIGHT, CONDITION. THE AREA OF THE EXISTING STRUCTURE IS 65,051 GROSS: SQUARE FEET AND THE NEW ADDITION TO THE SOUTH, AND EAST S 54,649 GROSS SQUARE FEET. THE AREA SEPARATION WALL SHOWN ON THESE DOCUMENTS' WAS PREVIOUSLY TORMENTS AS A REVISION TO THE DEUWLHON'FERIOF 02IXq- 10.' MECHANICAL, 'ELECTRICAL AND ORE PROTECTION DSCIPUNES ARE DETGN/BUILD,Ate WILL BE SOBI011FD SEPARATELY. THE AREA WEST OF GRID F, (PRODUCTION AREA), TO BE 160% COMPLETE READY FOR OCCIWANCY ALL EJRHNG AND,' UFE SAFETY ISSUES TO BE ADDRESSED FOR THIS AREA THE AREAS EAST OF F (WAREHOUSE AND OFFICE AREAS), TO HAVE ONLY TIE ' REST ROOMS, ELEVATOR (LESS FINISHES) AND SIMS COYPAEIED AS PART OF THIS SUBMITTAL THE LAYOUT OF ALL INTERIOR PERMANENT PARTITIONS; MOVABLE PARTITIONS, OPENINGS ME SHOWN FOR REFERENCE', ONLY AS PART OF THIS SUBMITTAL AND WILL BE SUBMITTED LATER AS A TENANT, NPROVENENF SUTMITAL MATERWS'AND FINISHES OTHER THAN THOSE REHIRED FOR THE COMPLETION OF AREA WEST OF GRID F WILL BE SUBMITTED AS PART OF THE TENANT IMPROVEMENTS. 777 108th FIE #400 Bellevue WA 98004 425.822.6700 425.828.9116 Fes Arlan E. Coains. Mark L. Wcerman ATA Principal Arrldtect , CiVATP T0.0, ,RMR t:eNTE.. CENTER LANE CHANNEL MATER OR ROUND NUMBER OR POUND REi PEN'DIOU. PLATE AB ANCHOR ILO, AC ACOUSTICAL OR AS HA CONCRETE A/C AIR CONDITIONING ACP ACOUSTICAL PANE ACT ACOuSCAL idF AD AREA DR. ADD .ADDITIVE ADH ADHESIVE ADI .ADJACENT ADS ADJUSTABLE AF ACCESS FLOOR AFC ACOUSTICAL FABRIC COVERING AF ABOVE FINISH RCOR AFG ABOVE FINISH .AJE .AFB ABOVE FINISH S. AG ANNEALED GLASS AGG AGGREGATE AL ALUMINUM ALT ALTERNATE AMB AMBULATORY AP ACCESS PANEL APE ASPHAT PLANK FLOORING AZ, APPROXIMATE ARC ACO RESISTANT COATING ARCH ARCHITECNRAL ARF ABOVE RASED FLOOR 6C ABOVE SUSPENDED CUEING .`SOH ASPHALT Akt ACOUSTICAL WILL FABRIC AWP ACOUSTICAL WALL PANEL B/9 BACK -TO -BACK BD BOARD HT. BETWEEN BRIM BITUMINOUS BLDG BUILDING BLK(G) BLOCK(ING) BLDG BUILDING BR BEDROOM BRK BRICK BM BEAM BRG BEARING BOT BOTTOM BS BOTH SIDES BSMT BASEMENT BUR BUILT -UP ROOF OW BOTH WAYS CAB CABINET, CB CATCH BASIN CBU CEMENTHIOUS BACKER UNIT CJC CENTER -TO- CENTER CENT CEMENT CER CERAMIC CFlJ CUBIC FEE PER MINUTE CFT CONDUCTNE FLUOR TILE CG CORNER GUARD CHAD CHANNEL CHBD CHALKBOARD CI CASTE IRON' CIP CASs IN PUCE CR CONTROL JOINT CL CENTER LINE CLF CHAIN LINK FENCE CLG CEENG CJ CONSTRUCTION JOINT CLK CAULKING CLF' CLOSE R CLLAA CMU CONCRETE MASONRY UNIT UDR COUNTER CO CEANDUT / CASED OPENING COL COLUMN CONC CONCRETE CONN CONNECTION CONSTP. CONSTRUCTION CoNT CDNTNUOUS COORD COORDINATE CORK CORRIDOR Pi CARPET CRS COD ROLLED STEEL CS COATING SYSTEM OR CUP SINK CSM1O CASEMENT CT CERAMIC TLE CTR CENTER CTSK COUNTER SINK CN CABLE PIENSION C/W COMPLETE WITH CY CUBIC YARD DBL DOUBLE DEMO DEMOLITION/ DEMOLISH DEPT DEPARTMENT DE DIAL DF DRINKING FOUNTAIN (W /0 COOLER) DI DEIONRED. WATER DIA DIAMETER • D. DIACONAL DIM OMENSION 06P DISPENSER DL DEAD LOAD DMPF DAMPPROOFING DN DOWN DPR DAMPER DR DOOR OR DRAIN OWR DRAWER DS DOWNSPOUT Dw DISHWASHER DWG DRAWING EAST EACH EXPANSION BOLT EE ECH FACE j MAUS7 FAN EFS EXTERIOR FINISH SYSTEM EJ EXPANSION JOINT EFS EXTERIOR INSULATED FINISH SYSTEM EL ELEVATION ELEC ELECTRIC ELM ELEVATOR ELK ELECTRIC LOCK EM ENTRY MAT. ENTER EMERGENCY ENCL ENCLOSURE OR ENCLOSED EP ELECTRICAL PANEL. EWC ELECTRIC 'WATER .1. EPA EPDXY EG EQUAL EOUIP EOUPMENT ESEW EMERGENCY SHOWER/ r E WASH EST ESTIMATE EXH EMMUST EX EXPANSION EXIST EXISTING EW EMERGEiCY RE WASH CP [POSED Ci EXTERIOR FA FIRE ALARM FR FLAT BAP, FBD FIBERBOARD FBO FURNISHED BY OTHERS'. FDIC FURNISHED BY CONTRACTOR NSTA.0 BY CONTRACTOR, FGTY FACTORY fD FLOOR DRAIN OR FIRE DAMPER. FON .UNDADON fE FIRE EXTINGUISHER FEC FIRE DOINGUISHEP, CABINET FIF FACE-TO-FACE. FGL FIBERGLASS FHC .IRE HOSE CABINET N FINISH ABBREVIATIONS GENERAL NOTES FIR FLOUR POL POUSh FIG PJSHAIG PR PAIR FLUOR FLUORESCENT PR.' PRECST FM FACTORY MUINA_ PS PANT SYSTEM FOC FACE OF LINCRRE PSI POUNDS PER SQUARE FOOT TOT FACE LT: MI, RSI POUNDS PER SQUARE INCH FOIL FURNISH E1 OWNER PT 'PRESSURE TREATED HB HBO HC HO HOT, HDWD HOWE HM ' HO HDRIZ HR HT MC HVAC JAN 357 Ji KDF YlT KO UB LAM LAV L6 LL LG LH LHR LET LL LLN uv MS LT Lwc LONG MACH MACHNE MAST MASONRY Man MATERIAL MAX AMMAN u9 MARMIE BOLT MC MED106 CAR. MDF MEDIUM DEWY r �E�i B. MPD MEDILN Y O'A. WAY MECH. MECHMT,AL MEMB MEMBRA'L MET OR MIL NEA METZ MECZANINE M7 MANUFACTURER MH MIN MINIMUM YAP, MIRROR MISC MISCEITANEOUS LAD MOWING MO MASONRY OPENING !AR 1,106IRE RESISTANT WIRG'AB MOISTURE PBS. GYPSUM MP' MOUNTED uau uuuoN NORTH N/C NONCOMBUSTIBLE N.. NON -FROST SVSCEPT3E NC NOT IN CONNECT NO /T' NUMBER NOM NOMINA NP NOT PERMIT. NR NON.. OR NO RFDUIREMENT NRC NOISE REDUCTION COEFFICIENT NTS NOT TO SCALE OA CBS OC ° O OFF' ON OPH OPNG OPP ORS OW OWSU IABOIATOn, IAMM. HPEALL .MINATE / T ANA. ! LAMIN,I.;N T 1E6 ! TNT LAVATORY TB TOWEL Bt LAG BOLT TTI TEM.. VANES EM POS51. TOE - TlCAL G6AN VA VAPOR REAPER VENT VEYILATOP, MPS VTR CA BAST VuTe'6LE VN TINY_ WtR 294.6 WIC AMYL OVAL 'TEND W ONES? Wj MTH W/0 M■HDUi WC WATER CLOSE WD WOOD Wf WDE FLANGE OVERALL WG. WED GI.55 OBSCURE WH WATER HEATER .ON CENTER WFM WRE MESH ::T10 WT WEIGHT OPPOSITE WAIF 'MELDED MRE FABRIC OIL- RESISTANT SALLD3 ONE -'WAY ARBOR .ASS OPVIN WEB STEEL JOISTS XFMR TRANSFORMER PBD PARTICLEBOARD POD PAPER CUP DISPENSER PCP PORTLAND CEMENT PIASTER PERP PERPENDICULAR. P. P.ABRCATED .6 PREFMEO WROBOAP.J PEN PRPINISHED PL RATE OR PROPERTY LANE PUNT RA. MAMIE PUS PIASTER PLAWD PLYWOOD PNL PANEL PM PAM SWC SPEW_ WALL COVE. SRI RUM., TOW TOP OF WANE TOWEL RN TPH TOLE P6ER HOLD.. • PIN TO. PART. TAN TRASPAPEIN IS TODUR S7E. TV TELEMS1ON TIC T.SIILE W'AL COPPING TYPKAL UC UE U/C U .:60uNTER UL UNEPPWR TES LARRATJRY. UN"r WINS. LION UNLESS OTHERWISE NOTED ✓F 4CJNd YARD 1. ALL MORC SEMI GMFORI TO All APPLICABLE CODES AND REGULMONS. 2. DO NOT SCALE DRAWN., DA6.NSIONS GOVERN. 3. WREN EXISTING COMAiRN6, DNENSOS, DEALS, ETC. BEFORE FABNCATION. NOTEY .MTECT O DISCRP/I . PRIOR TO..GING THE WORN. INSTALL e, CONTRACTOR PFD PAPER TOWEL DISPENSER WHEN CONSTROC DEALS TFE ARE NO MN NOTED FOR PARIS OF THE 1010 FURNISH. MITER NOM , PAPER TOWEL IM.SER WORK, DEALS SLACK BE SAE AS FOR BEAR SONAR IY . iNST. D1 .OWNER AND RECEPTACLE IF CNESSPO S CANNOT S RUM. N THIS WANNER, CONTACT THE ARCHITECT FOS'. FACE O SID PUN ' P. LABOR PNIOA TO °ROC..ING. FP INFLATE PTT '.PAPER TOWEL RECEPTACLE FPWH, FRE OVAL H:JRANi PVC '(OLYJNY CHLORITE 5. DIMENSIONS TO NEW W. ARE TO FAZE OF STUD FPRF PREPROORIh; PNMT PAVQIENT ORES OMENASE NOTED FR THE RESSSE FRF FlBERC,LASS RDNFORC - 0 NAMES 6. f9ENSgNS'.i0 DOING ARE i0 FACE OF USING SUBSTRATE OR NM S NLL SIZE OT :ONNPRY PLE CAN ME MESS ONEP.MSE NOTED. F IT L a EG ROOFING 7. BECKS ARE DIME 90. BORER TO` OF, SAD, URESS OTFIIXWSE NOTED. FURNISHED BY TENANT R R6EA I P.ADIUS VEiRBY SLAB COWBI:O'S. R6iAllED BY CO:iRL"TIN? RA RETURN A^" MO FUR.. Bi TENANT S RADIUS EMT. = IDES AM ON CENTER. OF COLUMNS UMESS INSTALLED BY OWNER RR RESILIENT RASE OP.ffRN15 NOTED. FUAR FURRING j FURRED RCS R00 A METE FUTUR.E RD ROOF DRAM j MIND 9. W NOT CUT OR OS1 MM. EXISTING swum. JOISTS BFPMS NITRE- FUTURE ROUGH in' LA RD /0 ROOF DRAIN OVERFLOW ' A10 REBAR RDN:OP."v'NG BAR INC FABRIC WALL ONT. REC RECESFU 10 SUBMIT WMtTEN IEWESI N .MICE OF CMNC OR ALTERATION NICE AFFECT FY FIXED RE REFERENCE A STRCCRAUL WIMPY OF ANY ETDLENi O PROJECT. REM RE TOR NFORE HEMF RENT B MEG. CC NFAAHER- EXPOSED OR W06ME- fff56TANT ELEMENTS GA GAGE RE. K.. GALA CALKWI O R RDASION C. EFFICIENCY, W8AEIWRCE, OR SA. OF ANY OPERATIONAL ELEMENT: GB GRAB BAR ICE KOS?E MK MASS FIBER P.'u.NFOR(ti^ tE1AENl 4' RIGHT M.NG / R,�BE HDON D. VSl1Y. O1N/lE5 m SIGHT- E](POSED ELEMENTS. O GLASS OR L.0 RHR R5ff WJU mmtpm OBM GLU -LW SEAM ., RESEEAR E K. m OTTER OR SEPARATE mt.., GEM. RNERY COPRA, ,, RN ROC,, GO. RO ROUGH ORENNNG GND GROUND AS ROUGH SAWN GR GRADE RT RESEENT TOE GSB GYPSUM SPEAP.fNG BOR'. ANUS Rlh'§R Gi GROUT NS RECPSE GIR GUTTER RIO RAN'WALF, GWL GRAVEL RLN RA4NWATEF:.E,v7ER. GCB GYPSUM WAtLBON. GYP GYPSIN GVP GTE, MAR B.S. S SOH SC S. G"i 11 DIAJAYMIC LOO., NOSE BIM SC] SAT .VEER DSPENSP SLED SCNFIYJLE HAR7BOA4o . SOYA DISPENSER OR HOLLOW COM OR HA.. SIO.91 DRAM HAND DRYER SCI 'SCION REAPER SF ,SQUARE F:E HARDWOOD SANS SHOWER SEAT .3VARE BHT STEEi IM MIA. WC. IS CARRIED DUE WOW tETAL SHTG SHEADiiNN, HOW I OPEN EW(/A SO.`WBR -..SAN ROD 14.. TRADE COORPLTOS MUST ASA E TFEMffU'ES 7164 ABLY HAVE THE LATEST HOUR 'SK M SINK �SNK DRAWN. BY CHECKNG TEE RT OF DRAVA. 5S UED TOR COHSIR.O N IN THE MUFF SR S''R'E}i : COHFWGTOPS OF7NL HEATING SAN S `h1FNOP HOLDER 15. TRADE CONTRACTORS ME RESPONSIBLE FOR THE IAYOR M HEF OWN WORK, ...RING AIR STIR WT. NAPKIN RECEPTACLE AND TO SEE THAT f. WORK DOES TOGETHER NTH THAT OF OTHERS. AIR CJN,770NING SN SWIM NAPKIN REPORT D6CIEPANOE5 ON DRAM. i0 ROUT MANAGER FOR DECISIONS 5M SALANT 16. EMPLOY OtlGNAI INSTAL. TO FEN. CI C AEI PATOING OF READ I INSIDE O<Ai Ei R/ SP STAAID7IPE W4PoC' DN.. SPEC ME M.. IMM ADNG CLASS . SEC SPANVL GLASS 17. MANG .6, INSUATED HOlt4 MEIN SP11 MINE FLY MEI6RANE INCH SO SFNIARE A DOM. i0 DESTROY OR WRECK ABO R9/0!E TRW SITE RCL NCL'JAE SR SEW RFL WACLR ROLL INSOIATKN SS SO!ID 91PFKING R :ESP TITTLE): ): TITTLE): ATERL USED ON ORATES TO PIK. 1H4 AN MN M INFERIOR SS SAWf STEEL 6 PROHIED AS YEW KOK I INVERT SAN( LEON SMK SF AWNS /STMT TM C. PROTECT (. A T. LIMP ON DRAWINGS TO INDICATE RAT AN DIEM STA ST.N FIOURD PRO.. FROM TIE WTM JANBIIR SP WC ...MDR. JOST CT. REMOVE (104 A TON USD TEN DPAWNGS r0 AEIIGIE'A SPEC. JOM SID S.WOCZ'I ITEM TO HE .0 . SR Su IE.HEN NAY MHER P. N1351ED OR.UVEIV.D,.5TALID. STOR '.STORAGE ROOMED, OR TM.D OVER TO COMPACTOR OR COM KNOCK -DOWN ZONE SP. SPISTURAL EID EN SL'SP SUSPENDER, KNOCK OUT SW SH. VNT1 KN. S ACE S. SIVITELEART 11. COORDINATE SPACE REDBIRD/ NS AMT Rb7NUTI0N OF MECHANICAL AND ELECTRICAL .WORK WRa{ ARE NOTED DMA NAN OKALY ON DRAWN. FOLLOW RO F. SUM FOR TEES, DUCTS, AND COND E AS CLOSELY. AS PRA., RAZE LAPS PAM WRY! Utff OF BLAmNG. T SPLITS QFCENILY TO 14.111IE ACCESSWY FOR OMR NSIALUMNS TOR MMITMANC,E RED FOR REPAIRS 12. N DNOED AFAS EXCEPT AS ORERYASF_ MCAT. ODIC._ PALS. DUCTS, AND MMHG. W.N CONSTR1CiNNt CO.LNATE L.. OF FD.RE5 AND OUTLETS Wfili FB.La® EL9J . A NOTE FllT. M.N. AIM INN NS M. ON GMWNGS MAKE ALLOWANCE FOR T. PoSMINHY TADS P.N.S AD LOCA.. SHOWN ON MM.. EIECFPoGL DRAM.. DW:RAMIATIC. B. METE TRADE CONPUCTDR DEMAND THAT FURRNG ALLOWANCES ABOVE CANNOT BE OBFA., BFIXR THE PROJECT MASER BEFORE ANY E REMOVE MA) SLOE (MUM: A TERN USED ON DRAWN. TO NAME A SP.IC NEIL TO BE .0. AND R YFI OR STN. FOR REUSE LATER.. E h`'VSTh_- (.4. A T;AM CS. ON .NMS TO @ATBEBAE AV PASTING NQI HAS eEAri a,EMOVED AND WEL BE .STALL. P. N EPS BALI},_ (TTOM): A 1BALM LEAD pR BP 1N15 TO NODE AN WENT MY PM MS BEEN MM.. TO BE WST.M1 N AAEON LOCATION. UN. FOOT TR TEPPAE_ TB. .HAwiAL AK UECT , 6 3D. D5at PC.i . O lib W. L.TH / LONG T. TOP W 3DEOM LEFT HAND TiG TONGUE H G.. LEFT HAND PCV,PLC E5 TRIPE",. L RSE I. 'MOOR LONG TO ..60111 ELY LOME ER ED FADES N WE FT.. LOCKER THK T`AC( ME LW TIN ITRBfOID GO 46.11PATE - X O GONOI.6 AND ASR. DAT MNM 6... AS SIOWTL LONG LEG HORIONTAL DG .PERED INSULATING NOT. MCAT. YWEOATELY 6 ANY RMIB EMS MRH MD CONN.,' LONG LEG 'ERRANT GLASS UNa .5 MR. MM. TNOI TAa®0ARf1 21. WYEM A SOME. AS.. WNW. SE., TAD.6 CAL. FOR ON TAE ACM. SC3WIY O. MOP OF DRAMNCS. SION A MOP II M. SIGWNG TIE PPOPOSD NTEIXTION OF All' UGH' ICC TOP O CONME'E / CURB P.ElATEO EIf1E. FOR A'+... MEW. CA.CIOR 6 Ifi NSELE FOR THE LLCM .6 CONC. LOP TOP OF PARENT PROPER O4TC710N OF Ni 561116. M.A. W. M. TOR TOP OF RN TITS TOP OF ST. PATCH AYO REEDIT.. OC^BN1 PARIIIION METE AfT.fCnOR PARORON FY6 BEEN TO. TOP OF S.6 RE 0 SHOWN ON DEM. 6 MR LE9GN WENT 1 P 1H-} SEE FA R TYPE '-' 1 1 SEE.Pe..;��ION SCHEDULE CI-N- TENSION CLOUD AROUND REVISION ' STANTON 6 THE SIDE CONSIDERED OI SID ompii -- -DETML IDENTFlCATION -• -SHEET WHERE DTI. DRAWN MATERIAL INDICATIONS LEGAL DESCRIPTION I III - I 111 I 7 / REFERENCE INDICATIONS PROJECT DIRECTORY COLUMN UNE /GRID UNE (OMIT LETTERS I AND O) DOOR OPENING INN ROOM RmNFlCAIAN DOOR NUMBER TO CORRESPOND gliCL POW NAVE TO ROOM ENTERING 102 ROOM ND. KEY NOTE FURRING TYPE SEE FURRING SCPEDULE WORK POINT, CONTROL POINT OR ODIUM POINT EMINENT NUMBER OR INTERIOR' FINER BUILDING SECTION (IDENTIFY ON PUN) -- SECTION IDENTFICARON -- SHEET -WHERE SECTION, DRAWN WALL SECTION (ICKNSFY ON REVAl1OS) - SECTION IDENTIFICATION - SHEET WHERE BECTON 5 WIN BASE COARSE, CUSHION Fu, SUBBASE CAUSED GRAVEL CONCRETE MK RASOR( COWXRIE. UW WATERY BARBEL SANE. OWE, MARBLE. TEIo STEEL, AILNNUN PLAN & OPENING INDICATIONS PROFERFY LNE _ r 1 L EI1,111li16 NTEROR ELEVAPOKS) ELEVATION MENIF1f . (MOLDS COUNFEACIOCKWTSE) SHEET WHERE ELEVATION IS DRAWN ROOM FINISH GRA TASTING GRADE LEAD OR RNISHED CONTOURS COMING CONTOURS TOP OF WALL TOP OF ORB W0m ERRING DRUM MEER TOP OF PAVEMENT INDBIPl® EB®E 6NP51X BIT (UW� iLWE ORD) DEM_ NI Kamm ACCUSE TWA MA= ORNRC TAE [VRf81N W OR I STILE ROO= OVINE SDIN OILY) ATIWffi OVCE]E OR OW R PAK E SO ORM W RAY) DOOR OPENINGS OWNER: GIBSON PROPERTIES LLC Contact: KEVIN DOOLEY 401 ANDOVER PARK EAST Phone: (206) 246 -2010 TUKWILA, WASHINGTON Fax: (425) 828 -9116 ARCHITECT: CNA ARCHITECTURE Contact: : PROJECT MANAGER 777 108TH NE #400 Phone (425) 822 -6700 BELLEVUE WA 98004 -5118 Far. I(425) 828 - 9116'. STRUCTURAL' DCI I Contact:' ROGER HEERINGA'! 2821',NORHIIIP WAY #200. Phone:'. ( 827 -2238 BELLEVUE NO 98004 Fax: (425) 827 -8986 MECHANICAL MERIT MECHANICAL INC. Contact: ' MICHAEL STROM 9630 153RD AVE. N.E. : Phone: (425) 883 -9224 P.O. BOX 2109 Fax: (425).867 -0962 REDMOND, WA 98073 -2109 ELECTRICAL: SME INC. Contact: JOHN BAKER 927 RAINER AVENUE SOUTH Phone: (206) 329 -2340 SEATTLE, WE 98144 Fox: (206)..726 -8160 &1RGHAUSEN CONSULTING ENGINEERS INC. Contact: JASON HUBBELL. 18215 - 72ND AVENUE SOUTH Phone: (425) 27,- :..22 KENT WA. 98032 Fax: (425) 251 -8732 CML: LANDSCAPE ARCHITECT: 98(MBAUGH & ASSOCIATES 321 PARK PLACE CENTER #117 KIRKLAND WA 98033 -6238 CONTRACTOR: MCCARTHY' 3150 RICHARDS ROAD BELLEVUE WA 98005 -4446 TRACT 5, ANDOVER INDUSTRIAL PARK N0. 5, VOL 33,P. 22 -23 TAX LOT - 022340- 0050 -2 VICINITY PLAN Contact: . CORKY BROWN Phone: (425) 822 -5895 Fax: (425) 822 -1105 Contact: Phone: Fax: MARK PETERSON (425) 895 -1679 (425) 895 -1682 1)2000 ARCHITECTURE FATIGUE TECHNOLOGY INC. 401 ANDOVER PARK EAST TUKWILA, WASHINGTON PERMIT RESPONSE SUBMITTAL PERMIT SUBMITTAL No. Date Item Revisions Sheet No. 777108th NE #400 Bellevue WA 98004 425.822.6700 425.828.9116 Fax Arlan E Collins Mark L.. Woennan, AIA Principal 'ArchrI 8/14/00 7/7/00 Project No. M7.00 Date 9/1/99 Drawn BY CADD ABBREVIATIONS and GRAPFNC Title STANDARDS Ti. i BLDG OCCUPANCY GROUP AREA NAME 1 REMODEL /EXIST GSF NEW ADDITION GSF SUBTOTAL NEW ADDITION A f -1 PRODUCTION 32,527 F -1 SHIP & RE DING 8,678 F-1 MEZZANINE 3,858 12,536 S-2 WAREHOUSE .29,109. WAREHOUSE (S) 5.780 '.,. WAREHOUSE (E) 7,506 13,286 B OFECE (13 FLR) 9.151 MEZZANINE 3,415 3FBCE (2d FIR-5 11,588 OFFICE (2nd 612-2) '. 65,051 28,827 SUBTOTAL '. 65051. 54,649 TOTAL GROSS SQUARE FOOTAGE '= 119,700 GSF SECOND FLOOR EXIT PLAN SCALE: 1/32 = 1' DNS SCALE: 1/32" = 1' IM, 4.3 MO TEAT vev:cnxns BLDG A Ra 1RAVa MANE E 434 43..0 13Kr VINT 931 v4 BLDG A FIRST FLOOR EXIT PLAN aaiRalaKHar � RE R8 V F.E 8 E6 BLDG B k,- .�zrarur O 0 O ORME 13333 MULE 1. ,1urisr13.8 CITY OF TUKWILA Total Site Area ZONING INFORMATION 2. Present site use zone iUKWILA URBAN CENTER (TUC) URBAN DISTRICT Permitted Use MANUFACTURING, OFFICE conditional use N/A 3. Projected site use requires zoning A. Action required. Nothing X Variance - Condit anal use permit Rezone - Nothing Use Zone Adjacent Lots N TUC E TUC: S TUC 5. Special Regulations Applicable A. Shoreline Management Act Yes Na X Setback required: B. Flood Plain or Waterway Yes '- No X C. Airport open use /glide path Yes - No X D. Storm Water Retention /Run -Off Yes X No - F Ere. Lane Regaaeme8ts ' SEE SKETCH ABOVE - ADD IN 6. Setbacks Required 15 Front Yard 10 Side Yard 15 Rear Yard Actual - Front Yard 45 AND - Side Yard - Rear Yard A' 60 feet setback 4 sides, unlimited building area based an UBC 505.2. SEE SKETCH Rif 'Er Easements; Vacations, restrictive convenants as applicable \_ 52 FT. RAILROAD EASEMENT AT WEST PROPERTY LINE, 15 FT. SANITARY SEWER EASEMENT AT SOUTH PROPERTY LINE 15 FT. UTILITY EASEMENT AT EAST PROPERTY LINE 8:. OFFICE 3/ 1000 SF = 61.23 WAREHOUSE 1/2000 SF = 19.61 - 120 MANUFACTURING 1/1000 SF 39.16 Parking and Loading Stalls Required. 5 Disabled 120 Parking ¢ Laarrg Parking and loading Stalls xwm: _ 5 .__.. _ Disabled ... 115 ...... Parking 4 ..... aaa>y ADMINISTRATIVE VARIANCE FROM PARKING STANDARDS APPROVED 77 % 55688848 23 % Compact 9X19 s ze standard stall 8X16 sae compact stall Bcycle Parking Requeements: Not Required - Required. One bicycle parking space per 115o motor vehicles. THREE STALLS PROVIDED 10. Transit and Ride Share Provisions: Not Featured Required:. One ride share parking space per - required parking stalls.' Required AcPua1 Area & Percent Covered by Building -SF -7. -SF -% Area Se Percent Covered by.Hard S -SF' -% -SF - %, Area & Percent Covered by Landscaping - SF - 7, SF - % Area & Percent Open Space - SF - % -SF -% Area & Percent Covered by Other -SF -% SF %.'. 12. Height permitted by zoning stores 115 '.f eet. • Venfy height with occupancy construction types UBC Table 5 -B 13. Landscape considerations: 15' FRONT YARD REQUIRED INTERIOR PARKING LOT LANDSCAPE (10SF /STALL): 1350 SF, ACTUAL INTERIOR PARKING LOT LANDSCAPE: 2,589 SF A. Screening required. Mechanical Equipment X Parking - Refuge LOCATED INSIDE BLDGLoadiag.- others - 14. Street Encroachments: Signage - Marquee - Balconies - , Other AREA CALCULATIONS 1. MEASURE AREA TO INSIDE FACE OF EXTERIOR WAIL SPUR AREA DOWN CENTER OF FIREWALL 3. AREA BETWEEN EXISTING AND NEW, MEASURE TO OUTSIDE FACE OF EXISTING WALL GRID B AND 14 ION: 130 HOUSE HIGH PILED COMBUSTIBLE STORAGE C. r k MODITIES CLASS 1 PRODUCT W/ GROUP A PLASTIC PACKAGING 5. TABLE 81 -B REOM'T FOR CURTAIN BOARDS & SMOKE VENTING 6. DESIGNATED STORAGE HEIGHT: 20 FEET OR LESS 7. CURTAIN BOARD DEPTH: 4 FEET (OPTION 2) 8. MAX. AREA FORMED BY CURTAIN BOARDS: 3,000SF 9. VENT AREA PATIO: 1:75 10. MAX. SPACING OF VENT CENTERS: 100 FEET it. MAX. DISTANCE TO VENT FROM WALL OR CURTAIN BOARD: 55 FEET TABLE 81 -A GENERAL FIRE PROTECTION & LIFE SAFETY REQM'T'. 1., AREA. 9690SF, NON PUBLIC ACCESSIBLE (OPTION 2).' 2 AUTOMATIC FIRE EXTINGUISHING. SYSTEM. REQUIRED FOR UBC SECTION 505.3 . 3, FIRE DETECTION SYSTEM. YES 4 BUILDING ACCESS: :YES 5. SMOKE & HEAT REMOVAL. YES 6. CURTAIN BOARDS: YES 7. SMALL HOSE VALVE & STATION: YES NOTE TRAVEL DISTANCE FOR ONE STORY SULTANS 0 Lec 10042525 6RAUP F AND &RCUP 5 OCCUPANCY, 116 TRAVE DISTANCE SHALL NOT EXCEED 300 FEET AND MAY BE INCREASED TO 400 FEET IF THE EUILDIN6 15 EQUIPPED WITH AN AUTOMATIC SPRIRJKE2 SYSTEM TIFOUGHOUT AND SMOKE AND HEAT VENTILATION 5Y9TDF4. 82 TABF 68 TYPE OE CONSIRIIC.00N TA IFS SA & 66 15161 FIRE- RF,ISTPVS REQUIREMENTS) A BUILDING ELEMENT REQUIREMENT ACTUAL 1. DEARING WALLS - EXTERIOR: 2. BEARING WILLS - INTERIOR: 3. NON- BEARING WALLS - EXTERIOR: 4. STRUCTURAL FRAME: 5. PARTITIONS - PERMANENT: 6. SHAFT ENCLOSURES: 7. FLOORS AND FLOOR / CEILINGS: 8. ROOF AND ROOF / CEILINGS: 9. EXTERIOR DOORS AND WINDOWS: 10.. STAIRWAY CONSTRUCTION (1005.3.3.2), 11. PENTHOUSE (1519- 72. 73. 74. 2 HOURS -N /C NA NR,N /C NR,N /C 1 HOURS 1 HOURS N N 'N N NR OURS N / J n iOURS mum( ROOF CLASS (TABLE 15 CLASS 8: Ct / / AA VSSSS B CLASS A AREA SEPERAIS O WALL ' I 4 HOURS 4 HOURS OPENINGS IN AREA SEPARATION 3 HOURS. 3 HOURS PLUMBNG FIXTURES REWIRED (TABLE. 29 -A): i. BUILDING: A OCCUPANT REWIRED /MALE /FIR PROVIDED /FEMALE /FLR FLOOR LEVEL AREA (SF) FACTOR 4g URINAL $ INC IAN GROUP F 47,987 24 3 2 3 1 1 1. BUILDING: B OCCUPANT REQUIRED /MALE /FIR PROVIDED /FEMALE /FINN FLOOR LEVEL AREA (SF) FACTOR WC URINAL LOH5HOWER WC IAN SHOWER GROUP S -2 42,000 9 - - - - - GROUP B 1ST FUME FUE 7,509 38 _98 2 2 2 4 2 1ST LUNCH /CONF. 1,800 60 2ND SOUTH WING 7,620 38 2 1 2 1 3 2 1 2140 EAST WING 12,800 64 2 2 2 1 3 2 1 FIXTURE COUNT EXCLUDES RESTROOM IN EXECUTNE SURE AND RESTROOM ADJACENT TO LOBBY 2 DRINKING FOUNTAINS 2903.4 AND WAC A -40, 1105.4.7) ONE Ill -LOW UNIT P AT EACH SEfOF RESTROOMS DEFERRED SUBMITTALS: CO PLUMBIC SYSTEMS DD NVAC SYSTEMS - DD . FIRE SPRINKLER SYSTEMS DD -.CEREAL DISTRIBUTION SYSTEMS CII TENANT IMPROVEMENTS ❑ - ENERGY CODE COUPLONICE (COMPONENT PERFORMANCE ME1000): CL E Z i X 2= 2. ELECTRIC tSAT .1100060 NOT ALLOWED_ 3. 5618 -NEAT SPACE PROVIDED, YES X _ No - ,PRODUCTION AREA 4. RERUAI. ENV80P6 REQUIREMENTS TWACTWAC 51 -11): F - 1 OCCUPANCY REQUIRED R -30 R -21 BUILDING ELEMENT a. Roof over °Be: c s AO other roof oONGre.. m.s : R -11 d. Oposte door£ U -0.60 e Foor over ancoad ones space: R - 19 f. SIsb on grade R -10 12 MAXfl6AA GLAZING AREA A5 PERCENTAGE OF WALL = 27 PERCENT 1180 17015 CLSZUI REQUIRE a. Vertical clod: a Chemed ak>in& C. SFXE HAVR'OOUS MATE ' S FOBBfm: T., NOLE TO BE ST1 - 2 LET TO E PROWLED: - SEPARATE PERMITS 8. SKIN PERMIT 9. 'RACK STORAGE PERMIT. U4.60 U=0.65 CY; .�iliQ,ATOR IN.,'iAUATGN 01 1 CONCRETE ® 2. BOLTS INSTALLED iN CONCRETE ❑ 3. SPECIAL MOMENT- RESLSDNG CONCRETE FRAME D;1 4. REINFORCING STEER © 5. STRUCTURAL WEIDII �( 6. I;NYi- SNRENCDR BDLn1c CO 7. STRUCTURAL MASONRY ❑ U. Rr7NFORCEO. GYPSUM CONCRETE ❑ 9. INSULATING CONCRETE ELL'.. ❑ 70. SPRAY- APPLIED FIRE - RESISTIVE MATERIALS ❑ 11. PILING, DRILLED PIERS, & CAISSONS ❑ 12 SHOTCRETE ® 13. SPECIAL GRADING, E(CAVA0ON & RILING 14. SMOKE - CONTROL SYSTEM PROVIDED N/A R -21 & R-30 R -11 U-0.60 PROVIDED U VALUE U VALUE U =0.32 U =0.39 UrAtTAG REOR1I:tIFINTS (TABLE 15-1M9HNGTON STATE ..ENERGY COW). a Unit crp'TF J po+e :ibncsxe ,SE WATTS/SF F, PRO EOSIN SYSTEM CABLE NA: CLASSIFIED ORDINARY HAZARD sm Rt.sa x F r weK z. SIANOPIE COS S: REQUIREMENT 3 HOSE REQUWEIENT: NO. SMALL HOSE VALVE AND STATION REQUIRED FOR ITIGH PILED STORA.GEUFC 8102.9 RECIBE A2.4 EMIR. YES - NO - PiRMADOI YES - NO BCH REE7 COMBUSTIBE STORAGE UFC TABLE di EA. S: COWED. CLASS, MAXIMUM TO 20 FT. STORAGE HEK"..NT, 20"000 +SF CLASS 2 MLR FORE 010081N BOARD 0EP1A3,000 S. MAX AREA FOB. BY CURTAIL BOARD. VENT AREA TO RD OR AREA RATE 1:75 WE FOLLOWING SEPARATE PERMITS REQUIRED FOR THIS PROJECT: 1. FIFO PROTECTION SPRRKLER SYS. 2 SPRINKLER FED WINS AND FIRE DEPARTMENT CONNECRON 3- STANDPIPE S >TEMS (TEMPORARY AND PERMANENT STANDPIPES) 4. BE ALARM SYSTEM' 5- MONTOBNG SYSTEM FOR FIRE ALARM AND SPRINKLERS ttp BUILDING HEIGHT AND NUMBEF. OF STORES'. CABLE 5 -B, 506 & ZONING): 1. 1.0141114 BUILDING HEGHT ALLOWED: - FEET - STORIES 5608666 - SF ACTU. - 2. ACTUAL BUILDING HEIGHT: 35 FE 2 STORIES SMOKE AND PEAT FAITS NOT REOULRB1 IN F -7, 0 j� MAR.ACTTEP.TtG, mow., AREA E LESS THAN 50,001 SF �{ 1LLOWRUt FLOOR AREA BLDG B.; -2. OCCUPANCY 6 2 0200/ 22. SE IINNESL SE (55 5 -s) NUMBER OF SIDES 3 62. INCTCtiE; 3. MULTI-STORY (504.2) X 2 4. AUTOMATIC SPRNKLER SYSTEM (505.3) X 2 UNLIMITED AREA (505.2) 6. TOST TAL FLOOR ALLOWABLE AREPJ 117 QQSF 7. TOTAL FLOOR AREA 1 42 395 S F 2N0 FLOOR - S TOTAL AREA SF MIXED OCCUPANCY (504.3): BUILDING B OFFICE 32747 - 5010856 42.395 7 OK 5UIEDNG. HEIGHT AND $ NU R' of STO E ( 56 0 & mac): MAXIMUM BUILDING HEIGHT ALLOWED: 55 FEET 2 STORIES 2. ACTUAL BUILDING ROGER: 35 FEET 2 STORIES SPECIAL INSPECTIONS REQUIRED D20o0 2Z 7 7 GENERAL: CODE EDITION: UBC 1997, WITH WASHINGTON STATE AMENDMENTS, JURISDICTION CITY OF TUKWILA. CONSTRUCTION: NEW ADDITION 54.649 SF ALTERATIONS 65.051 SF RESTORATION BASIC WIND SPEED: 80 MPH, EXPOSURE B SEISMIC ZONE 3 SNOW LOAD: 25k /SF LIVE LOADS: a. FLOOR / OFFICE. 70 PSF LL + 20 PSF DL b: CORRIDORS & STAIRS: 1 c. ROOF 23 Ste+ MECH. EQUIPMENT d. FLOOR /WAREHOUSE: 300 PSF BUILDING CLASSIFICATION(S) & SQUARE FOOTAGE: 1. F -1 OCCUPANCY 45.063 SF .. B OCCUPANCY 32.242 SF i._ occupMICY 42.395 SF MIXED OCCUPANCY SEPARATIONS (302 & TABLE 3 -13) NO RE0UIR 84 NT' BETWEEN NO REQUIREMENT BETWEEN 0-2 NO REQUIREMENT, BETWEEN B & F - NO REQUIREMENT' BETWEEN B& A - 3 I. 2. 3 . 4 . 6 . C. TYPE OF CONSTRUCTION (CHAPTER 6): 1. 'TYPE OF CONSTRUCTION: III - N. 4 HR. AREA SEPARATION WALL PROVIDED 2. AUTOMATIC SPRINKLER SYSTEM PROVIDED: X YES NO EXISTING AUTOMATIC SPRINKLER SYSTEM DESIGNED FOR ORDINARY HAZARDS LOCATION ON PROPERTY (5031: DISTANCE TD OPENINGS OPENINGS PROPERTY LINE PERMIT. PROTECTED NORTH: 4 FEET X YES NO - YES X No man: 73' - T FEET X YES NO - YES - X - NO EAST: FEET - X - YES - NO - YES )c NO .. .WEST: FELT OYES - NO - YES X NO ALLOWABE FLOOR AREA: BLDG A., F - OCCUPANCY BASE ALLOWABLE AREA (TABLE 5 -6) ...NON INCREASE (505.1) NUMBER OF SIDES 3 , 62.5% INCREASE; 7500 SF 19 500 SF 3. MULR -STORY (50421 X 2 N/A SF 4. AUTOMATIC SPRINKLER SYSTEM 150531 X 3 50500 SF ... UNLWI. AREA (505.2) TOTAL ALLOWABLE AREA ACTUAL FLOOR AREA FLOOR AL.A.NINE TOTAL BUILDING LEEG. AND NUMBER OF SIDES CARE 5 -8, 506 & ZONINC) 35 COVENENT 8.X11014 BULDNG HE'GHT 11/08511 55 FOET 2 2 ACTUAL BUILDING BREW 25 FET 1 .ALLOWABLE FLOOR AREA: BLDG B., B OCCUPANCY 1_ BASE ALLOWABLE AREA (TABS 5-B) 2. SEPARATION INCREASE (5052) NUMBER OF SIDES 3 , 62.56 INCREASE: 7500 SF MULTI-STORY (504.2) X 2 AUTOMATIC SPRINKLER SYST.I/ 00.5_31 X - ' 5. UNUNRED AREA (5052).... TOTAL ALLOWABLE ACTUAL FLOOR AR. 1st FLOOR 2nd FLOOR MEZZANINE TOTAL CODE INFORMATION G. OCCUPANT LOAD (FOR EXITING PURPOSES): 1 BUILDING FLOOR LEVEL GROSS SF NET SF LOAD FACTOR OCCYIPAw LOAD FIRST FLOOR MANUFACTURING - 200 SF - MEZZANINE /MANUFACTURING - - TRAINING 494 : - 1 20 SF ' 25 LUNCH ROOM 494 15 SF 33 FIRST FLOOR S-2 WAREHOUSE AZ CONFERENCE 960 - 500. SF A3 LUNCH 960 15 SF 64 - DISPLAY, LOBBY, GALLERY - 15 SF 64 SECOND FLOOR' - 30 B OCCUPANCY - 100 SF - NUMBER OF STARS / Day5 PROVIDED: - STAIRWAY = INCHES PER PERSON OTHER EGRESS COMPONENT: - INCHES PER PERSON EXISTNG SPRINKLERS ARE NOT QUICK RESPONSE THEREFORE AREA EVACUATION ASSITANCE REQUIRED. FIR RESISTANCE OF EXTERIO WALL N NBEARING NR,N /C G R,N /C NONBEARING NR,N /C NONBEARING NR,N /C STORIES STORIES 12 GOO SF 58 500 SF 41 205 SF 3 858 SF 45.063 SF 12.000 SF 19 500 SF 39 000 SF 78.000 SF 78.000 SF 9.1515E 19.676 SF 3 415 SF 32.242 SF 18.000 SF 11.250 S 29,250 SF 58.500 SF 117.000 SF ARCHI TECTI RE FATIGUE TECHNOLOGY INC. 401 ANDOVER PARK EAST TUKWILA, WASHINGTON'. No. Revisions Project No. Date Drawn By CODE and ZONING Title INFORMATION Sheet No. 777 :08th NE #400 Bellevue WA 98004 425.822.6700 425.828.9116 Fax Arlan E. Collins Mark L. Woetman; Al& Principal Architects 8/14/00 7/7/00 Date Item PERMIT RESPONSE SUBMITTAL PERMIT 50061 TAL REGISTEER RECEIVED > CRY OF NIT, 102 FERMI CENEE= 1137.00 9/1/99 CADD RAILROAV 51� EXI51115 BUM* 55 G STM.L5 8 EA - 128NS08 28 Ib' 7 1325T STALLS - 8 TOTAL 2 5TALL: 10 5 at 5-o• EA 64' 8 G STALLS et 8 EA 4142 Ali"rA SEPARATION MALL MANIFACTURINS - YISRBIG5E 5IN6LE STORY SINGLE STORY MEER a.14 7151150 O - 'Y 52 OCCUPANCY UST FLOOR B OCCUPANCY 2ND FLOOR 50'SE78M,K/ ARD SETS SITE PLAN I 30' '15' 40 40' io STALLS at T-0' EA / / /E105TIN6 CURB TO REMAIN L_1 i '150415. WW1 E XPIRED AUG 2 C 2002 KEY NOTES LIGHT BOLLARDS TYPICAL • BICYCLE RACK SPACE FOR 3 BICYCLES READ • SCREEN IALL E REMOVE EXI5TIN6 CURB CUT- PROVIDE CLRB, 6U1TER d 01D6(51,5 OS 50CE55113LE RAMF O6 FLAG POLE- RELOCATE EXI5TIN6 E MODIFY, EXISTIN* GUM GUT <> TYPICAL OF 6 YIW_ 5TOP5,, aF 51013IALK TO BE FLUSH (105 ASPHALT O9 HANDICAP 5164, TYPICAL OF 5, I TO INDICATE VAN'... 10 Dammam :. II EXT M0 MATHRLtLIFE TO COMPLETE LOOP 12 CONCRETE APRON • 12' X SO' LOADING SPACE, TOTAL OF 2 PROVIDED 14 Ems* ROLLMSS 15 LOCATION OF CHIP DUMMER NIS I6 12`X60' 500556 SPACE, TOTAL OF 2. PROVIDED 17 1431 CaCRETE DOCK EXTENSIONS- MATCH ELEVATIOI OF EX1571N6 DOCK 18 PXI5TIN5 DOCK i4 EXI5TIN5 RAMP • !8'lA5191ALTPAVN6.. EXI511 5 CANOPY, REPAIR 5 PAINT • IRRI6ATI0N CONTROLS • EXI5TIN6 W ® N DI EXTENSION TO 13457 RAMP ®, *FEEL STOP TOTAL 05 25 TOTAL PARKN6 = I5 2545 = 22% COMPACT L� Revisions Sheet ISO. 777 108th NE #400 Bellevue WA 98004 425.822.6700 425.828.9116 Fax Arlan E_ Conine Mark L. Woerman AIA. Principal Architects FATIGUE PARKING TECHNOLOGY INC. COMPACT NORTH PAWN& 56 He 401 ANDOVER PARK EAST 5001 PARKINS 29 14 5 TUKWILA, WASHINGTON 8/14/00 7/7/00 PERMIT RESPONSE SUBMITTAL PERMIT SUBMITTAL Date Item REGSTERED ARCHITECT ,4 ..' _. CRT OF TAWALA MERMAN A1.1 2 f IIIVIIIIINhli(1 / / - FH I \ I \ / \ I \ I I I I I / I / 1 I 1 I / \ / \ J _ I H_2 H0U3E 135 rt4Z_JI 30 I II V I I 1 I STE AG-E / V36 w A r�,EUSE 3 nSFL.4Y 106 L _ -- - �\ Lam. -- - 4 ►l i - \\ / I \� \ I \ 'i I I I • 1_ \ t I I M ate— iI. I I� I I I I ,1- I V 1/ 1 ,-, 1 I I / 1 / k = v \ Y 1. h � //,.�� I \ / II _ i. , I 1 I I II , 1 - -< -= Y_, S = -- / - =� -� - I 1 ■ I I i 1 I I I 1 1 4 I__ / 4 1 ! 1 \ . - \ -L- -- 1 -'/'- - - \ ! - 1' \ \ I SCHEMATIC ELECTRICAL SITE PLAN ' - 10 °' 2 4V 1 20' Lid* ere touted the sui screen bpw i EXP IRED Au G 2 0 ZOUZ 12.000 :•G(O ELECTRICAL FIXTURE LEGEND HID Light bollard A HIP Flag Pole Light HID Pole mount light - 20' pole HID Wall mount down light )=(. HID Wall pack Ly HID Up light (mounting as specified b architect) • 14I0 Down light (mounting as specified by architect) O HID canopy light ARCHITECTURE Reviiins Project No. Date Drawn Bp 777108th NE #400 Bellevue WA 98004 425.822.6700 425.828.9116 Fax Arlan E_ Collins Mark L. Woerman, MA Principal Architects FATIGUE TECHNOLOGY INC. 401 ANDOVER PARK EAST TLTKWILA, WASHINGTON A\ 8/14/00 Peer RESP0h5E SUBMITTAL PERMIT SUBMITTAL No. Date Item 7/7/00 SCFEAAl1C ELECTRICAL Title SITE PLAN Sheet No. Al. 3 � pf PERM, CEN-= 1137.00 9f1/99 MEM& •1 1MIM•.. ..___MIIM_d___•_ ��������� �� ---- - -- -0 1U !!ill I'I I I ICI II Ifi lil I Iii l I IUI I I I FIN GRADE _ FIN GRADE O STAIR SECTION 7 D O OUTDOOR SOUTH ENLARGED PLAN 61'-4' O SCREEN WALL EAST ELEVATION 114' =P O COURT WALL SECTION O SCREEN WALL NORTH ELEVATION O SCREEN WALL SOUTH ELEVATION 1/4" = I. IA.. I. 114' = 1' WAREHOUSE 160 nwniniehnnniiiui v 2 16'-6' r2 O 7 OUTDOOR NORTH EAST PLAN =I' O OUTDOOR COURT PLAN V8' =I' i I I LL, I O j 1 1 2.8 srnlRo=' Fes. 5 �P O MAIN ENTRANCE = I' 7 9 of Q m1 Eg> I r 14 KEYNOTES O LIGHT BOLLARDS (TYPIGAL) O BICYCLE RACK STORAGE - 3 BICYCLES TOTAL O CM) SCREEN WALL LANDSCAPE AREA O ACCESSIBILITY RAMP O EXI511N6 FLAG POLE RELOCATE/ IN- 6ROIWlP MWNIFD TABLE WITH BENGFES - Tr? of 3. O WALL MOUNTED BENCHES O INTERMEDIATE HANDRAIL 10 HANDRAIL or GUARDRAIL AS APPLIES 0 INTERMEDIATE RAMP LANDING 12 CRETE SLAB SCORE LIF65 EXPIRED AUG c 0 ZC0Z 1a000 -tz AR CHITECTL'RE 777 108th NT. #400 Bellevue WA 98004 425.822.6700 425.828.91 16 Fax Arlan E. Collins Mark L. Woermau, AIA Principal Architects FATIGUE TECHNOLOGY INC. 401 ANDOVER PARK EAST TUKWILA, WASHINGTON Revisions Project No. Date Drawn By Sheet No. 2/21/00 8�1•' /UO SUBMIT PERMH TAL RESPONSE 7/7/70 PERMIT SUBMITTAL No. Data Item REGISTERED ARCHITECT Title SITE DETAILS 1 840 pECeN ° o� CO'OF"WW �EPMR GEnTc�. 1137.00 9/1/99 BMW A1.2 VTAIR =4 ECElVING PRODUCTION SHIPPING III sa• ! sue• r ate• nl' n•-a n s STAIR -2 STAIR d nd th,., _he R.n Ch,, k a,provals are E 14.3 _caa:;: to arras and on,ssions and approval of ® f p•.Psdnzs rot auto, the ze v;olation of any c ^f" �',',e ar ordinanc Rcceip[ of fracases copy copy o: approved plans acknowledged. By Dat Permit 14 2 0'- 0 " 20' -0• J9 20-0" 20 -0° 20' -0' 20' -0' 20' -0" FIRST FLOOR PLAN I/ = I' -0' 16' 0 16' 20' -0' 70-7 32' sue 1 1! y_ 8 KEY NOTES OI PLATFORM BUMPER O REMOVABLE GUARD RAIL 0 DOMESTIC WATER LINE O4 HOSE BIBB O. 'X' BRACE bO EYE WASH O TYPE A - FIRE EXTINGUISHER P♦/ CABINET 6% TYPE B - FIRE EXTINGUISHER NU WALL BRACKET O9 I631 SCUPPER % 2z2 GRID PAVER II t•EW WIRE FABRIC FENCING ENCLOSURE 12 AREA 5 x 4' TO BE STRIPPED FOR AREA OF EVACUATION ASSISTANCE. POST SIGN READING: 'AREA OF EVACUATION ASSISTANCE' C> TRASH RECYCLE AREA - 23' z 10 14 ALIGN DOORS ALONG CENTERLINE <> CASED OPENING I6 INCLINED STAIR ASSIST. SEE DEO 17 / 7 -A9.1 AND 4 T -A2.3 DRINKING: FOUNTAIN WALL LEGEND I6 - LINE Of EXISTING LOADING DOCK TO SE REMOVED. SEE SHFT AI.I . €.EST. WALL CONSTRUCTION G: I RL CONSTRUCTION CI C0A2 WALL' CONSTRUCTION STEEL STUD WALL CONSTRICTION FUh1REE Ti. V{ ILS GRID LINE/ TAG LEGEND EXIST BLDG. GRIDLTNE ID. ARCH I TF CTIiRE FATIGUE TECHNOLOGY LNC. 401 ANDOVER PARK EAST TUKWILA, WASHINGTON M rg No. Date Iteut Revisions Project No. Date Drawn By 777108th NE #400 Bellevue WA 98004 425.822.6700 425.828.9116 Fax Arlan E- Collins Mark I,Warrman ALA Principal Architects 12/5/00 'T �RE SPONS E CHECK 11/1/00 '. SCHDUL REV's 10/ 8/14/00 TI PERMIT SUBMITTAL PERMIT RESPONSE SUBMITTAL 7/7/00 P`_nM,T SU0i,STTAL ot t::::4 237.00 10/17/00 JAC Title FIRST FLOOR PLAN Sheet No. A2.1 ASK -024 APR a.coo I _ T J iI — — I 11 E {! f` , 41� I ' II � - � " Oven I.' U L7 .; I Mn x Wash II _Tuba i . E 4 DNC k c 347 _ 35 R DNC 45/46 - 17 8 7 F 10 1. h 6 5 3 1 h I /TN — 2.1 ;- - X1/3,_ y C ps fil s I! (-� NARIN T u ,i, 7' 4 ' Head -ing. 4Felproi r _ _ E �, DNC { r�.r, Chips J J (./Z4t01:r,f' SPC �� / SPC_ 4 L 1; 23/ '63 I 1 21/25 /i - -, � -„ SPC ji /� MFR. _ ,. /; i ✓ MGR � J DNC' SPC _ - 1 L PRO ! , /i ,i ,- MATT . � ; .; i // � MGR ". 1 I. 4 N .�� �� /, / ,£h>ps / /�p1C �1'hr // / / j2 / /� % % /,/ i. % 33 -1 I ;� _I SPC PRODUCTION ''. _ *24 SPC ,// / / f J i 20 � %% / M crib / a tI � CONTROL i1 DN ELI t_ ��j 1 ♦ 4 �/Li�omontnwr jL�•� SAC DNC — 1 // / j , i 1 ' .. hV OM H9 s ,` 30A/ — a - i i 7 t 4 ? 1 ; ` [;: - SPC SPL' SP &� // -— ; � / / � � ! i , / , / /� /, ;l% `%� %�� `= DN � V/zi 3OB / / / • / iLryI J� I I ` 0 E 1( ® tD iI /�I_� �%� 1I � i � `i ©p ® � • 7 � III 0 /,, o 55 SPCI{I • o O f �' '� ". -• ' MW ADi Chips // / -. QC SHOP FLOOR 0_ m 0 -41 ' 1E11 {✓' / 51Hone�Hone r —id SPC j 7 53 s / 52 Gnnd& 12 iA %� , Hone y — S PCA, L Part //� .5 marking :. t / // / % . Assembly ventilation j/ — Bush- i, lube ! , a i C' 1 RAW MATERIAL INCOMING &STORAGE L— ( 1 t ( i - - : 1 - — ' 10 14 14.1 J n.9 N.3 H H G5 PRODUCTION EQUIPMENT PLAN 1 16' = 1 n ( D I D ,'C.9 C3 C 16' 8' 0' 16' 37 4' 4' 4_ 3 7i 8 10) 14 4.1 4.2 15 0 AIR, 1105, NETWORK CABLE 0 NR, 110V (STD, 3 RND PRONG), 2200 (3 & 4 RND PRONG), NETWORK CABLE O MR, 110V, NETWORK CABLE, PHONE , AIR, 1100 05 I AIR, 1105, PHONE 110V, NETWORK,' PHONE 'J 1100,. ® I 110V, 4405, NETWORK CABLE'' 09 110V, 2205, NETWORK CABLE 10 1105, 4400 220V 1100, NETWORK CABLE. WATER & DRNN VENDNG FUTURE INSTALLATION TEST LAB KEY NOTES EXPIRED At10202002 ARCHITECTURE L, Revisions Arlan E Colin Mark L. W an, AIA Principal - Architects FATIGUE TECHNOLOGY INC. 401 ANDOVER PARK EAST' TUKWILA, WASHINGTON 8/14/00 7 /77 /00 No. Date Item 777 108th NE #400 Bellevue WA 98004 425.822.6700 425.828.9116 Fax PERMIT RESPONSE SUBMITTAL' PERMIT SUBMITTAL Proiect No. 1137.6t `_ Date 9/1/99 Drawn By kb PRODUCTION EQUIPMENT Title PLAN Fatigue Technology Inc 401 Building Requirements for Machine Shop CNC Machin. dark OW. OMMIYe Deo. . 020 Oa.a.W 15-2SC /600 CNC Turd. Center e/ taBstoa. b OSP 6100E Control Contracts 15650875 0th Shall Bore ® Oaaa Lathe LBIS Q 50500 SHY Bailed Pkg. Collet Chuck Perhe 480 volt 022 W I5- 2SC/600 MC Turning Center dth tdstack and the OS^ 70001 Cant.. Contract .5050875 W Biq Bare t cptbns 80 volt Gdex - ABC 1X3700 Speedhe A torah Bar Laos 480 volt 024 1996 Bona W l5V • Aids Serlal It 0649 oz9 031 Nlterura !Y NyCenter Zero VerHml QC hiLLa ,Tooling 032 NMOOwa Ma Nytenter Zero Ver oil OC. 1.11610 t Tod.; 036 ON.% uns n MY ra ni,o Center STAR herlie DOES - LM TKO ABC S.... autdiodc 40005 Index elan LM 3700 euveatIc bar Woe' Mae. Lathe LB15 Q Ads Turning Center) Oaee M. M VB Vertkal Ilatliiia Center Elam Na 5VA Oaaa Na 5VA OLS Brother EDI HS LOD - C ardles Technology 046 Brother EMI NS 500 - Dandles Tec dopy 480 volt 480 volt 480 volt 480 volt 480 volt 460 volt 208 volt I 208 vat 480 volt' 48C volt 480 volt 2813 vas 056 STN. 1994 WC 321 11 7 Ads CPC SMSs Type Lathe 480 volt .1 06 GTS-21 YES 1/4• YES 1/4' YES 1/4' 208 vat 30 36 48 39 sH 40 135 135 YES 1/4' YES 1/4' YES 1/4' YES 1/4' YES 1/4' YES 1/4' YES 1/4' YES 1/4' YES 1/4' YES 1/4' YES 1/4' YES 1/4' YES 1/4' YES 1/4' N/A N/A N/A WA WA WA N/A WA' WA WA Neor by Nose I. Near by SERIAL CONNECTION SERIAL CONNECTION SERIAL. CONNECTION SERIAL CONNECTION SERIAL CONNECTION SERIAL CONNECTION SERIAL CONNECTION ' SERIAL CONNECTS. SERIAL CONNECTION SERIAL CONNECTION SERIAL CONNECTION SERIAL CONNECTION SERIAL CONNECTION SERIAL CONNECTIDN SERIAL CONNECTION SERIAL CONNECTION SERIAL CONNECTION MARY Moo.. West Deer No.. aw.e r.aBre P.srYR D..Yr IYYe PtWO Shop Wed c... moor P.A. Pew Paw. Ra..w KVA Y YES R..tW Wes. R.pieO Otle aptly mom*. SERIAL CONNECTION 1/4' KVA Y 0304 033 066 ...Pod Easy Path Q 6rvbero Manual Lathe Graziano N.nal Lathe Mori. Super Preddvn tathe Hares Tra. anaeati R.;e.. hu ID '. Hoe - Sisson Eclipse EC 3500 Hens - Senn Ec$x NBC 1803 Lards ® Glider Lolls OD Grinder .Nm4sen Su Face Hrime,art Nos Sharp 250 vat 208 Mt 203 vat 2013 vat 410 vat 038 vat 208 volt ' 283 vat 180 volt 208 vat 203 038 vat Arm. Sae .0 volt Frob Bare.. 208 vat R.eiM YES 1/4' WA YES.... N/A 1/4 YES WA 1/4' YES 1/4' WA YES WA 1/4' YES 1/4' YES WA v4' YES I /4' YES 1/4' YES 1/4' YES v4• YES v4' YES' 1/4•'. YES v4" YES v4' YES. 1/4' YES 1/4' YES WA v4 0PW R...ee. SERIAL. CONNECTION SERIAL CONNECTION Rya Y 004-0 07 .11.B..e sr _ - - r te . Header -rare 05 volt 15 YES 3/8' Sleeve M+aie Fel Pea M.Wen 814 ill Pro M.A..2 Sleeve Medhe s S.eve Mtlie (6 Sleeve lbaar i7 steeve mach.. Steed Muii,r 019 Fe. Pro Own - Bel. Fel Pro Oven - Bake Beetl H.* Head Master IMV+' Herrin IbnW Header Flare Rem . Art. Neon. Sleeve Auto Be.. Sleeve Auto Washer lelds ore He.ig Rook. AO 038 volt 038 volt 038 vat 038 vat 2013 vale 208 volt 480 volt I 038 vat OM volt 115 VOLT 115 VOLT VOLT 115 vat 115 VO_T 038 volt Brk.tport HeaWd 038 volt 30 40 28 28 28 R.pi. d YES U4' YES 3B' YES 3/8' YES L/4' YES 1/4' YES v4• YES 1/4• 1/4' WA YES 3/8'' YES 3/8' YES V4• YES 3/8• YES V4' YES V4• WA YES V4• YES V4• RR.ad WA WA WA WA WA I WA WA YES .bee Bb near. h WA WA WA 4.w61 HwaWemla Wtleo Jet Video Jet 115 VOLT 115 VOLT YES vs• YES V4' Risdkod WA 46.61 R. 0. rds SERIAL CONNECTION Oar SERIAL CONNECTS. Mr R.wiw 5000e Fl ..ed. 011. 00esi0 Ne.tes4 037a Nprbg Super. Predsbn I Partner Metro/. 208 vat 288. vat, 208 vat 2w vat YES V4• YES vat YES V4' YES V4' NiA N/A WA SERIAL 039 v.o Tool Orb WaR C... Y.OYe 208 YES WA v4' SERIAL COBECTI@! Trak MI Verdun NaWne CTCS Vena.eH Machine Verdng 14.hke Veldno Sac.* 115 VO.T 115 VOLT 115 VOLT 115 VOLT R...ad Ntl. R.ak61 WA WA WA 00.80 Resakerr EXPIRED 0cuu2 2 OW 11 Project No. Date Drawn By 771 108th NE #400 Bellevue WA 98004 4252226700 425.828.9116 Fax Arlan E. Collins M &J Woes ALA. Principal A FATIGUE TECHNOLOGY INC. 401 ANDOVERPABK TUKWILA, WASHINGTON Revisions 8/14/00 7/7/00 No. Date Item PERMIT RESPONSE SUBMITTAL PERMIT SUBMITTAL REGISTERED ARCIUTECT WOEI61M 1137.00 9/1/99 (' Y PRODUCTION EQUIPMENT Title SCHEDULE Sheet No A 2 .1 ' . 2 11��p /�•F CT' OFZT .B'Ytt? BERN.' C.EV cF 20' -IO' i 1a -2• 10' -I 29' -2° mos. STAIR *S 10 ` 5'-o• j I5; 12 Title SECOND FLOOR PLAN 10 14 (14 15 20' -0" 20 - 20' -0' r 30' -0 20•_0• .. .. — . 3RIDGE GRAVE RAIL ANDC N3; H 20' -0' UPPER PRODUCTION 20' -0" SECOND FLOOR PLAN 2 -0" 20' -0" IS' 20' -0' 4' 32' 29'3 A!5 A;4 OA STRL'GIIRAL SLOPED TO DRAIN - TYP IT iT\ iIf L DRAINAGE FLOW LINE TO SCUPPER - TYP WERE BI4Ortt -_ -- KEY NOTES OI PLATFORM BUMPER O2 REMOVABLE GUARD RAIL O3 30t455OG WATER LINE 0 HOSE BIBS OS °X" BRACE O EYE WASH O TYPE A - FIRE EXTINGUISHER W/ CABINET' O TYPE B - FIRE EXTINGUISHER 4/ WALL BRACKET IS'Fl SCOFFER 10 2x2 GRID PAVER 0 NEN WIRE FABRIC FENCING ENCLOSIRE <> AREA 5 x 4'. TO BE STRIPPED FOR AREA OF EVACUATION ASSISTANCE. POST SIGN READING: 'AREA OF EVACUATION ASSISTANCE' 0 TRASH RECYCLE AREA - 23' x b° 0 ALIGN DOORS ALONG CENTEELINE'. IS CASED OPENING 0 INCLINED STAIR ASSIST. 5E DET IT / T -A9.1 AND 4 / T -A24 0 DRINKING FOUNTAIN 18 LINE OF EXISTING LOADING POCK TO BE REMOVED. SEE SHEET AU . 10'-0' ARCHITECTLRE FATIGUE TECHNOLOGY INC. 401 ANDOVER PARK EAST TUKWILA, WASHINGTON 12/5/00 11/1/001 10/2/00 8/14/00 7/7/00 A 0 No. Revisions Project No. Date Drawn By 777 108th NE #400 Bellevue WA 98004 425.822.6700 425.828.9116 Fax Arlan.E_ Co0ms Mark L. Woe•• an.,A3& Principal Am—bite. 11 PERMIT SUBMITTAL Date Item T.I. PLAN CHECK RESPONSE '1si. ROOK PLAN RE"' DOOR SCHDUE PERMIT RESPONSE SUBMITTAL APR 13 AS 50101 PERMIT SUBMITTAL 1137.00 10/17/00 JAC H111,11 mmnuH 111 SCUPPER AND DOWNSPOUT o017Maaa - EAST. AC REBOCA1ED EXISTING PERMIT A 0 0 • • CRICKET • T. HEAT VEN CONTRAC OPTION. PROVIDE CRICKET i TO ENS1g DRAIN, CN PROVIDE ADDTIONAL ROOF MMS NEAR AREA SEPARARO4 ocuuowo , r c r000 ®00000000 4NTS DP. Y C LENS la?ILLE 000 00000a0000000000aa AC- 0 14 7A 3 14 1— ROOF F.1 F 0. M12000 -162 ROOF PLAN 1' = 20' E } (c) (13 7 . 20' 10' 0' 20' 40' 5' • EXIST ROOF STRUCTURE PROVIDE NEW BUR SYSTEM OVER EXISTING PLYWOOD DECK • 4 HOUR AREA SEPARATION WALL • NEW ROOF STRUCTURE— PROVIDED BUR SYSTEM OVER LILT DECK • NEW 4' X 6' SKYLIGHT • MODIFY ROOF PENETRATION TO ACCOMMODATE NEW 4' - 0'X7' -6° SMOKE VENT (4 LOCATIONS) PROVIDED W/ SECURITY GRILLE • NEW ROOF PENETRATION TO ACCOMMODATE NEW 4' —0' SMOKE VENT (2 LOCATI(M) PROVIDED W/ SECURITY GRILLE • REPIACE 00001NG 4' X 4' SMOKE W/ NEW 4'. X 4' SMOKE VENT PROVIDED W/ SECURITY GRILLE • REPLACE E0ST. SMOKE VENTS PROVIDED W/ SECURITY GRILLE • ROOF HATCH. <> STANDING SEAM MIL ROOF • EXIST CANOPY; REPAIR & PAINT • OUTSIDE AIR OPENING ON ROOF • EXHAUST FAN 114 ROOF • ROOF WALKWAY PADS <> STEP THRU LADDER • SCUPPER, DOWNSPOUT & SPLASH BLOCK • TOP SCREEN 31' -4' <> DOWN UGHT FIXTURE • U00 LIGHT FIXTURE • EXISTING GRAVITY VINT • EXISTING SUPPLY VENT DELETE EXISTIN0. SLIOKE VENT & PATGHROOF�, KEY NOTES O LOWER SUNSCREEN PLAN 11370900 11o0o - Z7.t0 EXPIRED Revisions 777 108th NE #400 Bellevue WA 98004 425.822.6700 425.828.9116 Fax Arlan E. Collins Mark L. Woeman, AIA Principal Architects FATIGUE TECHNOLOGY INC. 401 ANDOVER PARK EAST TUKWILA, WASHINGTON 8/14/00 7,7/00 POW RESPONSE SUBMITTAL PERMIT SUBMITTAL Date Item 1137.00 9/1/99 JAC ROOF PLAN ,ERmg CENTER -I' 202 I2' -0" 3' 1/2' 4 T-8' 3'-O ■—■■uu• ■ �■ ■ ■■■ ■■—•■■•■ ■•■ - ----------..-. - -.ii uii�•■aiI •i1 I■I ® ■ -01 si ��■ ®Iii 1111 WI' o nliff1111 ELEVATOR: V 1111111MEME ROOM s-0 we ®®Il Z ®mo ®ui� ° SECOND FLOOR PLAN @ LOBBY ua ° =r 4 L__ J KEY NOTES 0 EXISTING WALL CONTRUCTION, VERIFY O CURTAIN WALL OR STOREFRONT AS DETAILED O3 COLUMN 0 CONCRETE COLUMN - SEE ELEVATIONS DETAIL , AND STRUCT DWGS O5 HANDRAIL O STAIRS - SEE DETAIL O HANDRAIL O LOBBY BRIDGE - SEE DETAIL O TYPE A - FIRE EXTINGUISHER IN/ CABINET 0 TYPE B - FIRE EXTINGUISHER IV WALL BRACKET O q ELEVATOR '7.600 -2U WALL LEGEND GRID LINE/ TAG LEGEND C - - — EXPIRED ALIO 2 O ZOOZ EXIST. WALL CONSTRUCTION CMT WALL CON CP. COME WALL co15TR1Gn0N 51E EL STUD WALL CONSTRUCTION FUII1RE Ti. WALLS EXIST BLDG. GRIDLINE ID. NBA GRIMM' ARCH'TECTtiRE Project No. Date Drawn BY Sheet No. 777 108th NE #400 Bellevue WA 98004 425.822.6700 425.828.9116 Far Aden. E. CAIIios Merg.L. Woermam. AEA Principal Architects FATIGUE TECHNOLOGY INC. 401 ANDOVER PARK EAST TUKWILA, WASHINGTON 8 /14/ 00 7/7/00 PERMIT RESPONSE SUBMITTAL PERMIT SUBMITTAL Date Item ENLARGED LOBBY Title FLOOR PLANS 1137.00 9/1/99 RWH A2 4 O REFLECTED C STORAGE 227 V4' 744 VT it VEST r�1 GB 25'3' I II, STAIR © . 1 1 Q •_. 4> >YP Y it 'F A II n I n 1 :_■IIIIhii i■ • !MI .It■ ■I■ MI ME ■■IA.Ai■■ alae_■Nii1•■■ IIIO■gH ■ ■I■■® ■■ i®■ ■■■ ■I■■ ® ■1111 I■ ■®■ ■■1_I® •■ II■■ y 32111111112 _■■ 1111■■10■1■■0.■■ I■ ■n■■■■11•■■ I•P ■■ICIIMMEM 111111111.11111111111111111111111 '111►11►111 IIIN1111111 111E■■■ ■ ■ ■— ■ ■I °° ii ■ . ■ ■1 ■►.�■■■ ■■■■■I mu■.■o■■■ ■ ■ ■■I 111111 =EMIL I®■u ■© •■■11 11 "49 ∎Ty ■H ■■! 111INT 1111 ■ ■■■ ■I 1I111h111F • STAIR lb I T� ' E MEIN IIb E- 119 REFLECTED CEILING PLA I /b' = I' ( 14 ) co CD 7 y si6'- x ._4',6• 5TA VEST 74- 4' -GMI HO ►p I EP 2 l0 OFFICE 'v7 122 6 1 7C 0 OFFICE 121 OFFICE 120 294 3/4' CHM /W.L. OFFICE 10 14 114 250V4 FD. OH TOCLOF YWL t. T5 FIRST FLOOR PLAN • cro Al2 14 EXIST PURIM ABOVE LUNCH 224 TRAININ6 223 20'4 KEY NOTES - INSULATION A TYPE 4 R -II BATi WALL C AVITY FILL S TYPE 4A, R -II BATT (EAROSED) MECHANICALLY FASTEN TO WALL C TYPE 4, R-19 BATT MECHANICALLY FASTEN TO STRUCTURE OVERHEAD O TYPE 4, R -19 BATT (EXPOSED) MECHANICALLY FASTEN TO STRICTURE OVERHEAD E ! TYPE 4, R-II BATT YV PLYWOOD WAINSCOT TO MECHANICALLY FASTEN TO HALL .... EXPOS® ABOVE b'.O KEY NOTES • EXISTING WALL CONTRUCTION, VERIFY • CURTAIN WALL OR STOREFRONT AS DETAILED • GOIa1MN O CONCRETE COLUMN - SEE ELEVATIONS DETAIL , AND STRUGT DINGS ' HANDRAIL R STAIRS - SEE DETAIL HANDRAIL 9 LOBBY BRIDGE - SEE DETAIL • GUARD RAIL SEE DETAIL • REMOVABLE GUARD RAIL - SEE DETAIL O'' WATER GL05ET • LAVATORY II INSULATE EXPOSED HA AND DRAIN LINES .0 GRAB BAR 0 URINAL - PROVIDE ELONSATEP RIM FOR ACCESSIBLE URINAL • URINAL SCREEN - DO NOT EXTEND SCREEN FARTHER THAN TEE FRONT EDGE OF THE URINAL • FUR MWNTED, OH BRACED, TOILET PARTITIONS • DRINKING .FOUNTAIN .. 11 DOCK LEVER - SEE DETAIL • EMERGENCY EYE WASH O TOILET PAPER DISPENSER, FOR TWO ROLLS ® PTDAR - PAPER TOWEL DISPENSER d WASTE RECEPTACLE % SOD - TOILET SEAT COVER DISPENSER ® SN RI -SANITARY NAPKIN RECEPTACLE/ DISPOSAL TYPE I 5t8R2 - SANITARY NAPKIN RECEPTACLE / DISPOSAL TYPE 2 519V - SANITARY NAPKIN VENDOR SDI - SOAP DISPENSER. TYPE I U 5D2- SOAP DISPENSER T YPE 2 ROBE HOOK ® SHOWER SEAT SHOVER CURTAIN ROD ❑ DOOM WALL TYPE — — — — DENOTE WALL 15L.A.TION ENVELOP EXPIRED 12.060 -2Zie WALL LEGEND C MIRROR % LIGHT ABOVE MIRROR - AS SGIED JANITORS 5118( ® MIBH - MOPE BROOM HOLDER ® 8' x - 55T SINE,F ® HAND WASH FOUNTAIN % ROD E star INFILL EXIST OPENING WITH b' 0M5 (4 LOCATIONS) OMI - TYPE GMb. SPECIFICATION SECTION 0422022.039 RIO 2 C ZOOZ EXSY WALL GOLSERUGTION 0M1 WALL CONSTRICTION CIP: CONCRETE WALL CONSTRUCTION STEEL MD HALL COLSTRGIION MORE TI V99.15 GRID LINE/ TAG LEGEND EXIST &.DG. GRIDLRE ID. AR CHITECTLRE Revisions Project No. Date Drawn By Sheet No. 777108th NE #400 Bellevue WA 98004 425.822.6700 425.828.9116 Fax Arlan E_ Collins IMTark L. Woennan, AIA Principal .•_ FATIGUE TECHNOLOGY INC. 401 ANDOVER PARK EAST TUKWILA, WASHINGTON 8/14/00 7/7/00 PERMIT RESPONSE SUBMITTAL PERMIT SUBMITTAL Date Item FECEIVEO Cf1�' OF NKWILA 1137.00 9/1/99 jrb ENLARGED PLANS Title PRODUCTION AREA A2. oFANR CENTER 2 Si 1 HR SHAFT WALL /35 -39 STC I In' =1' -0' FIRE RATING PROPRIETARY US GYP CO. SA FILEf1008 i 5/8' TYPE X 6113 STRIPS FASTBJ® TO STUD.. P7 I -8' TYPE SCREPE 24' CY. 5 /8' TYPE X of3 STRIPS FASTENED TO 5110 I- YFE 5CRE05 24' OG 5 3 ° =r-o• I ° = r -0' I-HOUR p'6AP 2 -HOUR MAX 6AF visa_ OR METAL CONTROL JD4141 I In' = I-0 4H- 651-0318 -1, 3/20/90 I V2 = Y-0 DRIVEN FASTENERS 0 2 d 3' MAX FROM 60 OF RI/482 REM WOOL BAR TOP. MET DECKING 5 /8 • . TYPE 'X' 5 E CLIP TO FIRE -RATED PINS 5/8' TYPE 'X' 6YR 2 HOUR PARTITION WALL TYPE MINERAL RA- WOOL SAE* IETA-DEM% I ION I/2' 51OWN LONE I6 606E CAW FLUTE CLO9JRE FR 940 EA SIDE 2 In' IMF SLOTTED TOP RIR1432 I LAYER GYP BD. EA SIDE o 14R 2 LAYERS 6051 BD 5k 5110EO PARTit'..JN TYFE A5 5Cf® FIRE -RAZED PARMION TO META- DECK tE34NnON OMIT M1IFFFRA- WOOD 5AFN6 AT 01 -RATED PAR TY1016 PARTITION TERMINATION 3' = 1, -0,. CRIER FASTENERS 0 2-0 CC ✓t 3 MAL FROM END OF RORER I V%SHCSN FIRE-RATED PARTITION PAZALEE L 70 METAL DECK OMIT MINERAL INOOD 5AFDNSATNO -RAT PAROn016= PARTITION TERMINATION 5 ° =1' -0' 60515x4 BOARD IN OE€ OR TWO LAYERS sE£ FIN TYPE saueu-E METAL 51055 SOT OF DELI NS FR 44T EA SIDE 2 VY' vEa. 51.011ED TOP MIER 2EAT€RS TYPE •X' 646 RE5U-EIT BASE A5 itE7L.ED - 4dHA5DW6 ACO0Ei1GAl 510 o NONRATED PIN FR 5NT o FRERATE, FTN FIRE -RATED ACOUSTICAL PARTITION-TO-ROM TERMINATION STALIN& OF RS W DETAIL AT PARM1O N PERKIER PARTITION TERMINATION -AER54 510445 SEE DETAIL X/AXX FOR TYP I141E2PFA10El TERMINATION DETAIS o STRICT 6A FILE 5 YP -1052 -0&NT4P1 P1 P3 P5 6Aa f WALL FINISH A5 SGFE) FLOOR SCEE) ACOSTICAL 54T BOTH SOS (4 1 3 1/2' TYPE A' SOUO Arno SLAY.ET O®5TG 50-54) 2 LAYE3R5 5/8' TYPE 9C 6V6 BOIL 50E3 MEND TO STRUGT SI P'L 3 V2' TOTS 13' IET STUDS ' OG, TYP BASE f WALL FIRM A5 SCARD L132 FOOR A5 SGF8 W AGOW41GAL 5NT BOTH SIDES 0 Eq Cl CLb LOS -' HE644T VARIES STRUCTURE= ABOVE IV2 Gb Ate. 55 5CFET PARTITION WALL TYPE 52 = 1-0 FR INS SEE DETAIL -/AXX FOR TYP INTE2FAGFJtHRF4NAn0N 0 5TRJIGT — R-I3 TYPE I THERMAL BATT SOUL 51000 RATE VAPOR RETARDER 5/8' 608 APPLIED SOOT SEPARATE TENANT IMPROVE0IE11 CONTRACT INSIDE FACE OF EXTERIOR WALL PANE. 1n' CLEAR AIR SPACE 3 V2 TYPE 5' MET STUDS 0 2-0'0 BASE 4 WALL FINISH AS SCHEDULED SMALL PLAN RDICAT1ON CONTROL JT- NONCOMBUSTIBLE F4 ' PERIMETER FURRING TYPE Acet ne& 5NT BOTH 51055 ®PIA 310' 510555' ATTE( BLANKET 0 RA (STC 45-49) 5/8' TYPE'' X' 6010 BOTH SIDES; EXTEND TO STRICT 31 /2' TYPE 8' MET 51155 02' -0' 010, TYP UON BASE 4 WALL FINISH AS 510 60W FOOR AS SG64A ED A CAGTICAL SNT BOTH SIDES o ftA PARTITION WALL TYPE 10L6 55534BLY 5/r TYPE '5643Ott 3 1/2' TYPE 5' MET STUDS 0 2' -0'010, EXTEND STUDS TO STRICT, TYP UM BASE f WALL FINISH A5 SCHEDULED SEE DETAIL - /AXX FOR TI? O5TERFACE/T6RFINATION I DETAILS 0 5Rd1CT FR 551 EA SIDE 2 V2' TYPE 'A' 5065 ATTE1 6 4MO:T O (5TC 50-54) 2 LAYERS TYPE 3C 61113 BOTH SIDES, EXTEND BOTH SIDES TO STRICT, ATTACH BASE LAYER 41 l• TYPE 5 saes ® 24' OG, FACE LAYER ATTACRD 0d 15/0' TYPE 5 506010 oI2'OG, 55066ER FACE LAYER JOINTS 24' FROM BASE LATER J08115 3 V2' TYPE 13' MET STUDS B 2'-0' 010 TO 51RUGT TIP IRON 2 HR RATED WALL TYPE - 0545 -F4 5E£ DETAIL X/AXX FOR TYP INTERFFACE/ TERMINATION DETAILS o 5TR1CT 6A PILE 5051 -1200 SEE DETAIL' - /AXX FOR TIP INT6RFAGE/1004 NAn0N DETAILS 0 51PoIG1160 1 V2' = 1' -0' 60 FEE 61604548 - 0545 -515 1'- 2'FIXT G14 SIDE 1' -10' FIXTURE BOTH SIDES FRINIDE 5/8• "' OR Ca A5 LE kkk FOR CERAMIC HALL PLUMBING CHASE I I/2' = 1, -0• gr soN TO 5TFd110T EnER STUD FRAMN6 TYPES DIA&ONALOR.V6RTO4'-0' OG d 44 5TRKE SIDE OF JAMB, FASO BRACE THRU CL6 INTO PM TOP RIMER 6A FILE 5 061 -1200 - 0545-03 MEND 51145 4 5/8 TYFE 'k 613 TO SWORE 6510 OR STUD BRACE 0 4'-01OG MAX 504' TYRE X'608 ON 3 I/2' TOTE 15 MKL STUDS 1- 4 TYPICAL 1014 BASF-MYALL.FINISH AS 5060 FIR FINISH A5.W ED -uWT -0I NOTE5 PERTAINING TO PARTITION WALL 4 EMIRS TYPES I. SPECIAL OR NONTYPICAL CONDITIONS ARE INDICATED BY SUBSCRIPT TO THE PARTITION MALL OR FURRIN5 TYPE T56. 5185GRIPf A ACOUSTIe& INSULATON 4 SEALANT SUBSCRIPT T: THERMAL INSULATION 4 VAPOR RETARDER EXAMPLE: STUD WIDTH IF OTHER THAN TYPICAL (SEE 1401E 4) awe 606E IF OTHER THAN TYPICAL (SEE NOTE II) 1 1 I STUD SPACING IF OTHER THAN TYPICAL PA 6/20/16. }f SUBSCRIPT (SE'_ 550 PARTITION WALL OR WRRINS TYPE P =PARTITION, F =FURRING, 5- 5iAFTWAIL, C=GHA5E WALL... 2. SEE DETAIL X/AXX FOR FIRE DAFFER DUCT P545TRAT1ON THROWN ERE- RATED PARTITIONS ASSEMBLIES 3 SMALL SCALE PLAN INDICATIONS: — — — — I HR FIRE -RATE) PARTITION AS5H43LY 2 HR FIRE -RATE) PARTITION A55H-ELY 5TIRE -RATED SHAFT WALL 4. METAL 51105 ARE TYPICALLY 3 VT DEEP /05 6YP551 BOARD IS TYPICALLY 5/8' THICK 1 5' UON. 5. PROVIDE WATER RESISTANT 61PSOI BOARD IN WA:5/0050, TOILET ROOKS, AND JANT0R5 CLOSEI5, AND OTHER SIMILAR WE1:,^rLAS / ON b. PROVIDE FRE RATED. SEALANT AT HEAD OF PARTITION OF FIRE -RATED WALLS AS REQUIRED FOR THE TESTED 055E-5LY... 1. PROVIDE FIRE -RATED SEALANT AT FIRE -RATED PARTITIONS WARE PARTITION _050S 000401110015 151605510 04104 015515ILAR MATERIALS OR 5460E FIRE TAPING AT INTERFACE OF MATERIALS IS NOT PRACTICAL 8. 0452E A PARTITION MIST COMPLY WITH EOM FIRE AND 55061ICAL RESIARE3-E4T5, PROVIDE FIRE -RATED SEALANT IN PLAGE OF 05001101 SEALANT WERE FIRE -RATED SEALANTS ARE RE311RE^. R. PROVIDE LEVEL I FINISH (FIRE TARNS) 050VE SUSPENDED CEILING WHEN A FIRE RESISTANCE RATED PARTITION 501305 ABOVE GEILIN6. 10. WHEN FIRE OR 5005/0 RATIN65 ARE 1Ft,E55AR5, THE 51.3 114 50ARD REWIRED FOR RAT1146 SHALL SE BROUGHT DOWN T01if FLOOR 5E0111D FIXTURES 50 THAT CONSTRUCTION WILL EQUAL''.1HAT OF TE5TEJ'5551544. II. INDICATED SIW 5PAGN5 ARE MAANUS. INDICATED STD 6A6E5. ARE MINIMRS. 12 VERIFY PARTITION THICK FOR INTERNAL INCLUSIONS, SUCH A5 PLUMBI55, FOR'.CORRECT IIETA101ON OFPAI60, BOXES, ACCESSORIES. VERIFY WITH AROISTECT. 13. 'AIJ6N' FEANri TO ACCU RATE:I LOCATE FINISHED FACES IN SAME PLANNE. I. A' STUDS: A 1050Th 15/6', 2 In', 352', AND 6' AS INDICATED 8. BASE 256ABE C. R_ANG0 I V4'. 2 TYPE 13' Sow A. DEF TW 3 I/2' A140 6' AS INDICATED. B. 606E 22 656E (TYPICAL UM G. FLANGE: I 1/4' 3. TYPE O'5TW6: A. 0551501 3 I /2' AND 6' AS INDICATED. • eAea 2O 0065. G. FEAN6E I 1/4'. F2 F3 RAN VI61 _ Zoo -i?Jo SMALL RAN ROGATION FURRING 1In =I' -0' 511AL1 PLAN INDICATION FURRING I1/2''I' -0' CEILI 5555 -SLY OGOS OR CM1 10505E 2-1/2 TYPE' A'. MET STUDS 0 2' -0' OG E XPIRED AU) 2 NOY f' o.EXI5106 NA LL COF5TR 101ON -x445 -F2 I/2' o NET WALL 100161RUCT/1 BRAGS BACK TO 5.1351RA15 to 2'-b OG 3 TYPE 13'FET STUDS 44 -0'010 ARCHITECTURE Proiect No. Date Drawn Bp. Sheet No. 2/24/00 777 108th NE #400 Bellevue WA 98004 425.822.6700 425.828.9116 Fax Arlan E. Collins Mark L. Woe®an, ALA Principal Architects FATIGUE TECHNOLOGY INC. 401 AMOVER PARK EAST TUKWILA, WASHINGTON 8/14/00 7/7/00 PERMIT RESPONSE SUBMITTAL PERMIT SU5M01.4L Date Item 113700 9/1/99 BMW Title WALL TYPES A3.1 SCHEDULE REMARKS 102111409 593991 022/9 900519311000 LO 3MvMOMvN Tb. s1IV.L a 314'd261 $ 21000151X31NIVd3M 1O211NO9 553974 OMVO J3)1 9wvr - 1a211N09 93399V OMVO.t3X '!OMINOO 9339h/ 02IV9 .3X 511'4,)30 '•111 is OH sawe NIA k' k Mk LOA aweri kk 1J-V1 321,..1 s9NI N3d0 191 01� I 1 1 1 1 1 1 1 1 , NIA ; p Lu g u1d I MOH i 3' 113'3 3444 s3Y yNA Ni A 44 19 415dJ ASd hu RRI 1.1.1 RRRR 4521 SSA u�d II >1Hl WE I WE I 4/E I I 5/6 1 WE WE 419 I 9/E I WE I 9/6 I 4/51 WE I 4!£ I HXM .0-,LX .0-,LX .0-,6 - -- .0-,L 11 0-9- / .0 - 16 .0-.0 .0-1 X .0-£ .0-,5 .L.E X .0-,01 .9.E X .0-.51 .o-1 X .o-,0 .9.E X .0-01 X X 1b° 3' -0' X1 0 -0' X1 3 -0 X1 .0-,L X .0-,0 .0-1 X.0-,0 .0-,1- X .0-0 -_ X .o-.£ .0-L X .0,0 3d1J LL LL LL 1v 1 I LL 1 LL ad,u ON n A m R 5566 M M NN N 51 5466 N N M ryry ry 646 5096 9096 LOX 046 696 [ - 496 - . 1A DOOR/ OPENING 59NIN3d0 191 % ' ff5 �p 1 ' ' ' I I NIA 1 �' tT' iC i �' iC 41521 '' k k k k k k k k k k W W k k W W k k k k k I ' . k k k k - r k ii: C: C: 454, 4521 1194 k k -- MOH 3 x 3 4 3 '4 4 1 4'' 4 3 3 '- '- 3 '- 3 3 g g 3 3 g 3 3 ;1g g. „' ;1444 19 '911 91 1 1 1 1 1 1 - ,__ 91 - 91 - '1 1 1 1 1 1 1 1 ,. . I I I I i 91 1 1.04^1 - 'I' €I €VIII€ €EIIIIE 11g >1H1� 9/9 I WE 4/£ l 4/£ I WE 1 41£1 41£ 1 4/£ 1 4/£I WE I 4/E1 WE 4/EI 4/51 4/EI WE 4161' H x ▪ x o s rd ▪ x .o-£2>d 3'4' X T-0' I7-0' X 1.7-0', .O- X .0;4 . 0,01X .0 /3 .0-1X0£ 0:41 X AbX .0-.£ 0- 61X .o-4, .0.Z1 X.0- -ZI .o-LX.0.£ .0-1 X .0.£ :9 4 .0dX .9-.£X .0-1X Ad X .O.£ .0-1 X A:£ .LYl X .0.£ ..0.1X.0 -.£ .9•.£ X A:4 .01 X .0-.£ .9•.£X04 .0 - 1 X.:5 .0-1X .9 -.£ .0-1 XA:4 I .0-1X.0.£ .0- 1X .Y.£ 30 . x1.-0' 10'-0'x .0-41 X .0-01 I .0-00 X 0.01 .0-,4 X.0-.£ I .CY1X.0.£21d .0 X.0-.£ .0-1X.0-.£ I ,o-1 X .0.E .0}1X .0-.£' .0 A.E I .9.£X .0•// .0.1X .0-.£ .o-1 X .0.£ .01X .0-.5 .0 ;£ .0-:L X .0-,9 :. '.:.0-1X.0-£ '... .0-1X.0.£ LL U 1 ..)0 1 .,011- 1 .)11- 1990 9 LL LL A A 151X3 15IX3 LL ,. LL LL LL LL 1 1 LL LL LL 1 LL 1 LL 1 LL LL LL V 9 151X3 U -. -. 151X3 H11.11 LL LL 11 LL LL . LL. 1L LL LL LL LL •oN II O O Q e N fV l a N 6911 VEII tf5 m 1 V 69111 5511 = P N P A N t_I N 5261 9161 9161 5161 N (V (V N T M T to :D _ ,Y,_ 991 591 r D 2 Ip- �) p0 aC6S 0051 908: 9'041 515' 141 l 1y41. 3403 '8 113HS, 1:1001d1$1 i DOOR/ OPENING SCHEDULE 5>12kdwa2a 900519311000 LO 3MvMOMvN Tb. s1IV.L a 9wvr OH sawe NIA k' k Mk LOA I u0d kk 1J-V1 321,..1 s9NI N3d0 191 ' m I 1 1 1 1 1 1 1 1 , NIA ; p Lu g u1d I MOH i 3' 113'3 3444 33 44 19 hu RRI 1.1.1 RRRR II >1Hl WE I WE I 4/E I I 5/6 1 WE WE 419 I 9/E I WE I 9/6 I 4/51 WE I 4!£ I HXM .0-,LX .0-,LX .0-,6 - -- .0-,L 11 0-9- / .0 - 16 .0-.0 .0-1 X .0-£ .0-,5 .L.E X .0-,01 .9.E X .0-.51 .o-1 X .o-,0 .9.E X .0-01 X X 1b° 3' -0' X1 0 -0' X1 3 -0 X1 .0-,L X .0-,0 .0-1 X.0-,0 .0-,1- X .0-0 -_ X .o-.£ .0-L X .0,0 3d1J LL LL LL 1v 1 I LL 1 LL ON n A m R 5566 M M NN N 51 5466 N N M ryry ry 646 5096 9096 LOX 046 696 [ - 496 m 31:100 V 113HS 1:10011 UNZ r d ' a 2 9 2 puffg.uowas0 7 . \ u1' 43dAt b L3d,11 IILA. \an m \OV DAnod aI! 6b•o 0001 'pL 3PV 6rnp•Z£V - £0wou 6wmwa FRAME TYPES DOOR TYPES SECOND FLOOR ROOM FINISH SCHEDULE ROOM FINISH SCHEDULE ROOM NO NAME FLOOR BASE WALLS CEILING (•) REMARKS, MTL FIN MTL NORTH EAST SOUTH WEST MTL HT MTL FIN MTL, FIN MTL FIN MTL FIN ! Si Si , STAIR I 1 CONC9 CONC9 SIR SIR • •, GWB CMU PS2 P52 GLAIR CMU PS2 PS2 CMU CMU - CMU 1 GWB PS2 PS2 ' EXP. STRUCT. EXP. STRUCT VARIES VARIES NOTE 1, 3 NOTE 1, 4 S4 STAB AT 1 111!. SHIPPING '.. CONC9 SLR', - CONC - CONC - CONC - CONC - EIS STRUCT. 211A SENS RESTROOM 112 RECEMNG CONC9 SLR - CONC - CONC - CONC - CONC - EXP. STRUCT. - EXP. SBTUCL - 113 PRODUCTION EXIST CONC9 SLR R8 GWB P53 CMU P52 588 PS3 - EXP. STRUCT. - 114 OFFICE CO(3 VCT RB GWB' P52 GIB PS2 GWB PS2 GWB PS2 ACP1 - 115 OFFICE CONC3 VCf' RB GWB PS2 GWB 1 PS2 GWB PS2 GWB PS2 ACP1 224 116 VEST. MT - RB GWB PT4 GWB PS4 GWB PS4 - PS4 GW3 -PS1 8' -0 225 IOOM 117 MENU RESIROOU CONC2 CT1 CT2 GIB C12/P58 GWB CT2 /PS8 CT /GYB CT2 /PS8 GWB CT2 /PSI GWB -PS1 8' -0 CT WAINSCOT TO 6' -0 AFF 118 WOMENS RESTROOM CONC2 CTI CT2 GWB CT2/PS8 GWB CT2 /PS8 Ci /GV8 CT2 /PS8 GWB CT2 /PS8 GWB -PSI 8' -0'' CT WAINSCOT TO 6' -0' AFF 119 JAMTORAL EXIST SIR RB CLUB PS8 GWB P58 MB PS8 TWO PS8 GWB -PSI 8' -0 VEST. CONC9 120 OFFICE CONC3 CPT1 RB GW8 P52 GWB P52 GWB PS2 GWB PS2 ACP1 - CONC2 121 OFFICE CONC3 MD RB GIB P52 GWB P52 GWB PS2 GWB PS2 ACP1 LIENS RESTROOM CONC2 CT1 122 OFFICE CONC3 MD FE GIB P52 GWB PS2 GWB PS2 GWB PS2 ACP1 - CT1 RB GWB P53 GWB P53 GW8 PS3 GWB P52 GWB P52 GWB PS2 ACP1 - _...... CT2/PS8 CT/MB CT2 /PS8 GWB CT2/PS8 CLUB -PSI 8' -0' ET WAINSCOT TO 6 -0 AFF 167 VEST. CONC3 • • GWB PS2 - - GWB PS2 - - 050 -PSI 8' -0 NOTE 2 168 MENS RESTROOM C111C2 CT1 C12 MB C12/PS8 GWB CT2/PS8 GIB CT2 /PS8 GWB CT2/PS8 GWB -PSI 8' -0 CT WAINSCOT TO 6' -0 AFF 169 ELEC. CORM 3 VCT RB GWB PS2 MB P52 GWB CT2 /PS8 GWB CT2/PS8 055 -PSI 8' - 0 171 WOMENS RESTROOM CONC2 CT1 CT2 , GWB CT2/PS8 GWB CT2/P56 GWB CT2 /PS8 GWB CT2 /PS8 GWB -PSI, 8' -0 CT, WAINSCOT TO 6' -0 AFF ':. 173 VEST. - CONC3 • • ' GSS PS2 - - GWB PS2 .. - - GWB -PSI: 8'4 FLOOR /BASE PARE, OF T 180 OFFICE CONC3 52 RB GNB P52' 0WB, P52 GWB PS2 GW8 PS2 GWB -P51 8'4 181 RESTROOM CT1 C12 : GWB CT2/P58 GWB CT2 /PS8 GWB CT2 /PS8 088 C12/P58 068-PS1 8'4 CE WAINSCOT TO 6' 0 AFF 'I SECOND FLOOR ROOM FINISH SCHEDULE ROOM FINISH SCHEDULE ROOM NO NAME FLOOR BASE WALLS CEILING C) REMARKS MTL FiN MTL NORTH EAST SOUTH WEST MTL HT MTL FIN MTL FIN MTL FIN MTL FIN Si STAR # 1 CONC9 CONC9 SLR SLR • • GWB CMU PS2 PS2 G1/0WB CMU PS2 PS2 CMU CMU - - CMU GWB PS2 P52 DP. STRUCT. 'EW. STRUCT. VARIES VARIES NOTE 1, 3 NOTE 1, 4 SO STAR 4 WOMENS RESTROOM CONC2 CONC2 EXIST CT1 CTI SLR CT2 CT2 RB GWB GWB GWB CT2/PS8 CT2/PS8 PS8 MB GWB GWB CT2/PS8 CT2 /PS8 PS8 TWO GWB 088 CT2/PS8 CT2/PS8 PS8 088' GWB GW8 CT2/PS8 CT2/P58 P58 GWB -PSI GWB -PSI 088 -PSI 211A SENS RESTROOM 2118 JANITORIAL 220 RAMP CONC9 SLR RB GWB P53 CMU PS2 - - - - EXP. SBTUCL - 221 RAMP CONC9 SLR R8 GWB P53 CMU P52 588 PS3 - EXP. STRUCT. - 222 WALKWAY CONC9 SLR 8B - - GWB PS4 - - - - - 223 :RAINING CONC3 VCT RB GWB P52 CMU PS2 GWB P52 GW8 PS2 ACP1 224 LUNCH CONC3 VCT RB GWB PS3 CNU P52 GWB PS3 GWB PS3 ACM 225 OFFICE CONC3 OCT RB GWB P52 CMU PUS TWO PUS GWB P52 ACM - 22fi VEST. CONC9 SLR RB TSP. STOICS. 227 STORAGE CONC9 SLR RB - - CMU PS2 088 PS3 TWO P52 LOP. STRUCT. 240 VEST. CONC9 Slit RB 088 PS3 MB P53 GWB P53 GWB PS3 GWB -PSI 241 WOMENS RESTROOM CONC2 CT1 CT2 GYM C12/P58 GWB CT2/PS8 GWB CC/P58 MB CT2/PS8 0IB -PI 242 LIENS RESTROOM CONC2 CT1 CT2 GWB CT2/PS8 MB CT2/PS8 GWB 012/PS8 GWB C12/P58 GN8 -PS7 243 VEST. CONC2 CT1 RB GWB P53 GWB P53 GW8 PS3 GWB P53 GWB -PSI LEGEND ACP INDICATES NONE, NOT APPUCAB E,. OR NOT R 0880081 ACOUSTIC CEILING PANEL SEE SECTION 09512 CONC'X' MONOLTMIC STAB 8H8HE5 SEE SECTION 03300 CPT CARPET SEE SECTION 09680 CT CERAMIC TILE SEE SECTION 09300 GWB GYPSUM WALLBOARD PS'X' PANT SYSTEM 8E SECTON 09910 6009208 SEE SECTION 09653' SEATER SEE SECTION 07195 VCT VIM COMPOSITION TILE SEE SECTION 09650. NOTES PERIWIG TO ROOM FLUSH SCHEDULE NOTE 1 -PANT STAR STAR STRINGERS, RISERS, HANDRAILS, BALUSTRADES, & 5956016AftS WITH PAINT SYSTEM PS5 - STAR RUN & TATBNNG SOFFITS REMAIN UNFINISHED - APPLY CONCRETE SPIER TO TREADS, INTERMEDIATE 089169GS, & [RUNGS AT,1ST & 2808, FLOORS -PRONE RESUME 80.5E RBI AROUND 1ST &'2ND FLOOR LANDINGS NOTE 2 FLOOR FIRM AND. BASE PRONDED AS PART OF TENANT IMMPROVEMENT, CONTRACT '. NOTE 3 PAINT GYPSUM BOARD ON 2ND FLOORSPANDRERL WITH PAINT SYSTAI P52 NOTE 4 PANT STEEL. COLUMN FXPOSI8 TO VIEW ON SOUTH WALL WITH PANT SYSTEM P54 :z000 '2Z� No. EXP■REV Protect No. Date 01.0.20200 Dravm Bp ARCHITECTURE FATIGUE TECHNOLOGY INC. 401 ANDOVERPARKEAST TUKWIIA, WASHINGTON 0 Revisions 8/14/00 7/7/00 Date Title Sheet No.'. 777 108th NE #400 Bellevue WA 98004 425.822.6700 425.828.9116 Fax Athol E. Collins Mark L_ Woe* —m_ ^*. AlA Principal Architects PERMIT RESPONSE SUBMITTAL PERMIT SUBMITTAL Item PERMP 1137.00 9/1/99 WCY ROOM RttSH SCHEDULE A3.3 -FM EIRENS1071 1 2 18 3 ® m annistrgaimemmassma ME ERN' MB EXISTING CONSTRUCTION SOUTH ELEVATION IRb' _ {' EAST ELEVATION IITb` = !' NORTH ELEVATION I/16' =I' NEYi..CONSTRUCTION WEST ELEVATION I /I6 = I' 16' 32' 'mob ..No===1 =■■ Earia l me llmmmmmmmm®mmmmmmmDmmmme♦���mmmm /10melami!! R•/ii1t.JEsllESl !!!®-®-®■! ®®MIMMN®IM!!1!!®!!! »!M®iMMI!!!!0® s/�lrwri a —_J.- 'x —O —' MEW E Elf Ell EE 'ammo ECIE300-2 OE Eil2E21 1 HEE -= sal _. — : s�� nom--r ®S= aann..nnuantanun aar IN,d, ,a,aa,a.,a, aa,a,,,a,a, l IMIIIMM111 11111111111111111MIMITIMMIIIMII InIIIIIIMIIIMIIIIMIM111121111 yams, In BEAM i °n"g n 4' X2000 MASONRY LEGEND: ,, WALL PACK LIGHTING O2 CANOPY 3O CONCRETE STAIRS O4 STOREFRONT SYSTEM • TUBE STEEL/ METAL 6RATIN6 SUNSCREEN SY5T64 O ELEVATOR SHAFT BEHIND HALL • COMPOSITE METAL PANEL STANDING SEAM METAL ROOF , PREFINI5FED REDID METAL SIDING 10 CM WALL • METAL DOOR 4192 A ME • INSULATED GLAZING, 161 TYPICAL • 8' X 10' OH COILING DOORS 14 TILT -I!P PRE GAST CONCRETE PANEL • 12' X 14' OH COILING DOORS 0 ARCHITECTURALLY EXPOSED STEEL , I2'X 12 COILING DOOR 18 51EEL GUARDRAIL SYSTEM TYPE I, OR MODIFY EXISTING GUARDRAIL MAXIM.M1 OF IT MIMED INTERMEDIATE RAILS 19 ACGEOGIBILILTY RAMP ® SITE GAST CONCRETE PILASTER 21 EXIST. EXPOSED AGGREGATE TILT-UP PANELS TO RECEIVE WATER REPELLANT ® EXISTING LOADING DOCK ® EXISTING CANOPY ® METAL SCUPPER SYSTEM W OVERFLOW 2' X 4 ANODIZED AL1AIINA4 MILLION 4 OD =tee= •, • ANODIZED ALUM@LM PROFILE METAL GRATING sr5TEM 4> CURTAIN WALL SYSTEM, VERTICAL 510 JOINT ® Barr STEEL PLATE 91512 DETAIL DOCK LEVELER Q PLAT FORM BUMPER NEW WADI* DOCK ® EXIST OVERTEAD DOOR STEEL GUARDRAIL- SECTI OF STEEL GUARDRAIL SYSTEM - TYPE 2 PRE 333635 war METAL © 'X' BRACING ® b• EFV SHEAR WALL O FURRED BEAM /e., FXY1=.T t FAMS O ST GLAZING Q SOLLARD O REMOVE 356336 YUNJOil E REPLACE 34/ INSUATED GAZING UNIT, TY3 I O GALVANIZED IZED RIBBED METAL SIDING 4. INSULATED GLAZING 162 O PREMISE IDENTIFICATION 4 HEAVY DASHED LUE INDICATES ENTRANCE 6..AMNS CONDITION BASE END 1. HORIZONTAL I4 LION VERTICAL ROTE JOINT GLAZING ALT W HORIZONTAL MU110NS VERTICAL M1IJI.LIO S EXPIRED KEY NOTES Otis <0 2002 REEK frsciffriff ARCHI TECTLRE FATIGUE TECHNOLOGY INC. 401 ANDOVER PARK EAST TUKWILA. WASHINGTON No. Revisions Sheet No. 777 10815 NE #400 Bellevue WA 98004 425.822.6700 425.828.9116 Fax Arlan E. Collins Mark L. Woerman, AIA Principal Architects 8/14/00 Date Item PERMIT RESPONSE SUBMITTAL PERMIT SUBAIITTAL N EGISfERED ARCHITECT Oar 41011, • o4EO° IVOERVAN peP M� Project No. 1137.00 Date 9/1/99 Drawn 'By JAC Title EXT. ELEVATIONS A4.1 111111111111 mmlinmmmmmu, Wlninnm ail 11 11111111111111111 IlllnuliiIIHhIIIIlimI1 IflhII u ue nnenni!!!III hI ���aaTisa ®aa ® ®as ®Ta® ® ®® ® ® ®um= ®a mum Iminilnium u r,i7_ 0• ®m 0•mlimmEN wrim®immu® ®muaii mmirm - - - - -;� i �if�iu--- �r ---n- ui -- -u : n--- e� --- -. - -- ii 1r - ii - -- - u -- - H 1 _ °u 1III Ilia NI a Ir® Mil iI'J"i ii1 ® ' _ 1 40f' :;1::1:1 =11M a i 8• 4' 0' 9' Al . IS' -- - - - = ROOF FRM6. 34' -3" ROOF FRM6. - EL. = 15'-4" SECOND FLOOR tEAVY DASHED LINE INDICATES MASONRY YIALL/STEEL GUARDRAIL SEE ELEVATION A2.1 LOD D'wJHH111111HmmH1m111110I019 13_ 15'-4° FLOOR FRST FLOORRR ROOF FEES. ft =15-4° 5ECO30 FLOOR EL =O -0' FIRST FLOOR 82 { DASHED LINE INDICATES WINDOW 5YSTB4 (BEYOND) Il :14 L ® i0.2 tQ' 9 ® 8 1 7 MEM f € Fti �1 , I AM Iii; i I TI I I I I= A1), ®p ®IIIIYIi®nmm_ UIBfNriIe ILiIIIil11YiNHflhI11iine1D1 SOUTH ELEVATION = I' L ® IEEE �1111®111111111111111� SOUTH ELEVATION I /8 = P EXTERIOR ELEVATIONS APR R1 '. Fl _ 34' -3° ROOF FRMC. EL = 0' -0 FIRST FLOOR C ---- - - - =- NOTE: l: INALL,PACK LIGHTING 2O CANOPC , CONCRETE STAIRS O STOREFRONT SYSTEM O SEE STEU3./ FETAL GRATING 51R15GREEN 5Y3TEM O ELEVATOR SHAFT BEHIND WALL O7 COMPOSITE METAL PANEL <> STANDING SEAM METAL ROOF > PREF NISHED RIBBED METAL SIDING IO 041 WALL II 3 METAL DOOR I FRAME 12 - INSULATED GLAZING ICI TYPICAL B 8' X 10' OH COILING DOORS .<> TILT -UP PRE CAST CONCRETE PANEL IS 12 X 14' 01-1 COILING DOORS I6 ARCHITECTURALLY EXPOSED 5TEEL IT IYX 12 . OH COLLIES DOOR <0 STEEL. GUARDRAIL 5Y51i-:..?EI, OR MODIFY EXISTING GUARDRAIL MAXIMUM OF 12° BEO"EEEN INTERMEDIATE RAILS 19 ACGE55IBILILTf RAMF o SITE CAST CONCRETE PILASTER !<> EXIST. EXPOSED AGGREGATE TILT -IF PANELS TO RECEIVE WATER REPELLANT . EXI5T1N6 LOADING DOCK EX15T1N5 CANOPY 0, METAL %UPPER SYSTEM NU OVaviOW • TX 4• ANODIZED ALUMINUM M11ION 4' OD DOWNSPOUT 3 ANODIZED ALUMINUM PItOFILE OFFAL GRATING 5Y5TEM CURTAIN WALL SYSTEM; VERTICAL BUTT JOINT BENT 5TEEL PLATE BUMPER DETAIL 31... DOCK LEVELER ,,� FLAT FORM 303.30 t l - NEN LOADING DOCK EXIST ()WRIER!) DOOR 5 REMOVABLE SECTIONS OF STEEL. GUARDRAIL SYSTEM - TYPE 2 O PRE FINISHED SHEET METAL O 'X' BRACING O a. au SHEAR YIALL FURRED BEAM O EXIST BEAMS O SPANDREL GLAZING IN STOREFRONT GLAZING Q .. BOLLARD.. 43 REMOVE EXISTING WINDOW B RE LACE 401 INSULATED GAZING UNIT, TYPE I O. GALVANIZED RIBBED METAL SIDING 45 INSULATED GLAZING 162. O PREMISE IDENTIFICATION 4i HEAVY DASHED. LINE INDICATES ra1TRANGE GLAZING CONDITION BASE BID I. HORIZONTAL MULLION VERTICAL, BUTT JOINT GLAZING ALT 4 1: HORIZONRAL MULLIONS VERTICAL MULLIONS MASONRY LEGEND: KEY NOTES I ; I 04.1 -1 `OOLDISR COURSE 52100 SE COMJ FLOOR GRID LINE / TAG' LEGEND EXIST BLDG. 6RIDLINE ID. NENl6RIDLINE ID.' * DENOTES SAFETY GLAZING REQUIRED 1- FATIGUE TECHNOLOGY INC. 401 ANDOVER PARK EAST TUKWILA, WASHINGTON �4 i2 /5 /00 T.I. PLAN CHECK RESPONSE �3 1 1/1/00 Tsl FLOOR PLAN RN's DOOR SCHUULE • 10/2/00 P PERMIT SUBMITTAL O 8/14/00 PERMIT RESPONSE SUBMITTAL No. Revisions Project No. Date Drawn By 777 108th NE €400 Bellevue WA 98004 425.822.6700 425.828.4116 Fax Arlan F.- Co0h,s.. 540&L_ Whermam ALA Principal Architects 7/7/00 Date hem APR 13'. Stitt, PERMIT SUBMITTAL 1137.00 10/17/00 JAC Frina INN =I ems Nu mil EL = 34'3 ROOF FRM6. AL_EL = 15'- SECOND FLOOR EL =O'-0 FIRST FLOOR EL .F ROOF FRMG. --a 15 -4" Y SECOND FLOOR - - - - - - - - AL_EL FIRST FLOOR �A � 10 r 1111111•1•11.1111111E11. =MEE AREA SEPARATION WALL ® GRID F I (�az r 4 -- 1 I I I" Szs AI/A413 FOR E FVATION OF WALL ® GRIP B 5 13 SEE A2/A4.13 FOR ELEVATION OF NALL ®.GRID B 14 II j SEE B /A4.13 FOR ELEVATION OF WALL ® GRID 14 J> O NORTH ELEVATION 1/8' AIL O WEST ELEVATION 1/8' = 1' L P L 42 WEST ELEVATION 1/8 " =I' 10 8' 4' Cr 8' I6' 27 A81 12 BI I 3 4 MINIM NI =If f MEM s® MASONRY LEGEND: GRID ' LINE/ TAG LEGEND '. 2-000 -2267 KEY NOTES OI WALL PACK LIGHTING' OZ GANOFT O CONCRETE STAIRS • STOREFRONT SYSTEM O TUBE STEEL/ METAL GRATING SUNSCREEN SF5TE4 • ELEVATOR SHAFT BEHIND WALL • COMPOSITE METAL PANEL '..'Og • STANDING SEAM METAL ROOF • PREFINISHED RIBBED METAL SIDING • GMU WALL • METAL DOOR a FRAME • INSULATED GLAZING, 151 TYPICAL 13 8' X 10' OH COILING DOORS • TILT -UP PRE CAST CONCRETE PANEL <> 12' X 14' 01-I COILING DOORS I6 ARGHITECNRALLY EXPOSED STEEL C> 1TX 12" OH COILING DOOR <> STEEL GUARDRAIL SYSTEM TYPE I, OR MODIFY EXISTING GUARDRAIL MAXIMUM OF 12" 5ETVEE51 INTERMEDIATE RAILS 19 ACCESSIBILILTY RAMP O SITE CAST CONCRETE PILASTER O EXIST. EXPOSED AGGREGATE TILT -UP PANELS TO RECEIVE WATER REPELLANT • EASING LOADING DOCK O EXISTING CANOPY.. METAL SCUPPER SYSTEM VS OVERFLOW O 2' X 4' ANODIZED ALL/MINIM M1LION ". O 4' OD DOWNSPOUT O ANODIZED ALUMMM PROFlLE O METAL GRATING S1'57E4. O OJRTAIN WALL SYSTEM; VERTICAL BUR JOINT ® BENT 5100 PLATE BUMPER DETAIL <> DOCK LEVERT O PLAT 501414MPER. O NEI LOADING DOCK, O EXIST OVAD DOOR O RS4OVA&.E SE00015 OF 5100 GUAR RAIL 5751514 -ttPE2 • PRE FNS-E7 4EET METAL • 'X' BRA0I1 O 8' au 5-5AR WALL • FURRED. BEAM.. • EXIST BEA S % SPANDRa GAZING IN STOREr GLAZING • BOLLARD O • REMOVE DUSTING 145500W a R,..AGE IV iNSIA_ATSO GAZING UNIT, TYPE I • GALVANIZED RI3s5T METAL SIDING • I15.1AT GLAZING 162 O 5551 -l15E IDEMTPiGATOON 4i 11AVY DA5150 LINE INDICATES ENTRANCE GLAZING CONDITION BASE BID I: HORIZONTAL MULLION VERTICAL. BUTT JOINT GLAZING ALT =1: HORIZONTAL MULLIONS V�'Ti IGAL IISWONS GMO-I 040-1 SOLDIER GONGS C' EAST BLDG. GRIDLIIS L0 NEW GRIDLINE ID. ARCHI'TECTITHE' FATIGUE TECHNOLOGY NC. 4 01 ANDOVER PARK EAST TUKWILA, WASHINGTON A A A Project No. Date Drawn Bp Title 777108th NE 15400 Bellevue WA 98004 425.822.6700 425.828.9116 Fax Arlan. E. Coifing Mark L. Woerman, AIA Principal Architects 12/5/00 11/1/00 10/2/00 8/14/00 7/7/00 TI PERMIT SU8MOTAL No. Date Item T.I. PLAN CHECK RESPONSE 1st. FLOOR PLAN REV's DOOR SCHOULE PERMIT RESPONSE SUBMITTAL PERMIT SUBMITTAL 537.00 10/17/00 JAC EXTERIOR ELEVATIONS Sheet No A4. 1 2 GRID B 10 14 0 Al PARTIAL WEST ELEVATION GRID B PARTIAL WEST ELEVATION GRID B EXISTMG ROOF .Litt 8' 4' CI 2' 8' 16' 2' 4' 0 8, I6' EL= 438-4' BOTTOM OF GIRDER B NORTH ELEVATION @ GRID'. 14 B 8' 4' 0 2 X2000 .r 274 EXPIRED AUG 20 2002 16' O CANOPY O CONCRETE STAIRS O STOREFRONT SYSTEM <> TUBE STEEL/ FETAL GRATING SUNSCREEN SYSn7M O ELEVATOR SHAFT BEHIND WALL O COMPOSITE METAL PANEL O. STANDIN61SEAM FETAL ROOF .<> PREFINISHED RIBBED METAL SIDING 10 OFO WALL 0 FETAL DOOR $ FRAME , INSILATED GLAZING, 161 TYPICAL <> 8'X 10' OHGOILINN DOORS TILT -Up PRE CA5T CONCRETE PANE 15 12 X L4' OH COILING DOORS <> . ARCHITECTURALLY EXPOSED STEM 17 1TX 12' OH COILING DOOR ® STEEI. 6ORRDRPJL SYST64 TYPE I, OR MODIFY EXISTING E ARDRAIL MAXIMIM OF IT BETWEEN INIBA€DIATE RAILS 19 AGCESSEILILTY RAMP ® SiTE. CAST CONCRETE PILASTER <> EXIST. EO05ED AGGREGATE TiLT-0P PANELS TO RECEIVE WATER REPELLANT ® EXISTING LOADING DOLE • EXSnNG CANOPY ® FETAL SOIPPER SYST84 W/ OVERFLOW 4' ANODIZED ALLMNIM MILLION 4' OD DOWNSPOUT ®.... ANODIZED PROFILE ®. PETAL 6RATNB SYSTEM ® LORTAIN WAIL SYSTEM, VERTICAL BUTT JOINT ®, BRIT STEEL PLATE BRA DETAIL KEY NOTES 0 MALL PALK LIGHONG DOCK LEVELER S PLAT FOR! DIVER ® HEN LOADING DOCK ® EXIST OVERHEAD DOOR RE OOC11 OF STS 6UARDRNL SYSTEM - TYPE 2 ® PREARBABD 5`EET FETAL ©. BRACING ® B' GM SHEAR WALL_ FURRED BEAM v EXIST DEARS O ANDR�3 ELAZING ill STOREFRONT GLAZING % BOLLARD R13MOVE EXISTING WINDOW 6 ROP ALE W% INSULATED GAZING. UNIT, TYPE I GALVANIZED RIBBIED METAL SIDING INSULATED GLAZING 162 O PREMISE IDENTIFICATION ® HEM' DASHED LINE INDICATES ENTRANCE CONDITION MASONRY LEGEND: I: -.: 0M1-2 041-3 GRID LINE / TAG LEGEND BASE BID I= HORIZONTAL MILLION VERTICAL PITT JOINT GLAZING ALT IN: HORIZONRAL 14.1U-IONS VERTICAL 1411J-IONS 5105T BLDG. 6RIDLI(E ID. NEW 6RIDLUE ID. ARCHITECT IR Y.evisions Project No. Date Drawn By 777 108th NE #400 Bellevue WA 98004 425 8226700 425.828.9116 Fax Arlan E. Collins Mark L. Woe -, :A1A Principal Architects FATIGUE TECHNOLOGY INC. 401 ANDOVER PARK EAST TUKWILA, WASHINGTON PERMIT RESPONSE SUBMITTAL PERMIT SUBMITTAL No. Date Item 8/14/00 7/7100 REGISTERED ARCHITECT 0. u irdcM _ HOMAN 1'EP1dR CENIEF 7137.00 9/1/99 JAC EXTERIOR IOR Title ELEVATIONS Sheet No. A4. 1 • 3 14 IITAWAy O SECTION THROUGH OFFICE/ WAREHOUSE 4' 2' 0' 1/4' = I'0" O SECTION THROUGH OFFICE/ WAREHOUSE 4' I /4° = I' -0 2' 4' 4' 18 KEY NOTES ORB1 Wes BOW TRJ55 O2 OPEN Ws3 STL J015T5 0 OPEN WEB Sit TRUSSES 4O NORIZ LOINERS/5UNSCREENS o LONG FLOOR OI/ER MTL DECKM6 o Ts ca O7 STL GIRDER cm, EXTERIOR WALL • EXISTING WAREHOUSE BLDG • MTh RAVEL EXTERIOR SKIN 0. MAORIS SEAM M0. ROOF 12 OMl YEFEfft BASE • WILT-LP ROOF SYSTEM • COILING DOOR AS5E1 X BRACING -ON OTHER 510E AR CHI TECTURE FATIGUE TECHNOLOGY INC. 401 ANDOVER PARK EAST TUKWILA, WASHINGTON Revisions Protect No. Date Drawn By Sheet No. 777 108th NE #400 Bellevue WA 98004 425.822.6700 425.828.9116 Fax Arlan E. Colors Mark L. Woerman, AMA Prscipal Architects 8/14/00 7/7/00 PERMIT RESPONSE SUBMITTAL PERMIT SUBMITTAL Date Item REGISTERED ARCHITECT 1 CErvE KW��P OP 1137.00 9/1/99 JAC Title BUILDING SECTIONS A4.3 15b' RAMP ® 1:12 TYPE 2 GUARDRAIL REFER TO 5 /A8.1 1 O SECTION THROUGH SHIPPING ° SECTION THROUGH RECEIVING 14 F' 8' J A4.1, KEY NOTES OPE 4 re EOM TRJSSS O2 OPBJ VE13 STL JOISTS 03 OM MB TRUSSES O4 NORIZ LOU ER5/51RGGREENS O5 0010 FLOOR oyez 1411. DECKING 0 TS COL O7 STL.51RDEP. • CM1 EXTERIOR NC- O' EASP15 5ARBig5 SIPS • Mt PANEL EXTERIOR SKIN II STANDM6 SEAM MIL ROOF • LMl vBm BASE • BUILT -W ROOF SYSTEM O COILING POOR ASSB•6LY • X MAGIN6 ON OTIER SIDE 11�JD'Z24 EXPIRED AUG 21 AGOG FATIGUE TECHNOLOGY INC. 401 ANDOVER PARK EAST ARCHITECTURE TUKWILA, WASHINGTON Revisions Sheet No. 777 108th NE #400 Bellevue WA 98004 425.822.6700 425.828.9116 Fax Arlan E. Collins Mark L. Woerm_, ALA. Principal Architects 8/14/00 7,/7,/00 No. Date Item Project NO. Date Drawn Bp PERMIT RESPONSE SUBMITTAL PERMIT SUBMITTAL • Gt vEFUA�` 1137.00 9/1/99 WCY Title BUILDING SECTIONS. A4.4 14 10 OFFICE STAIRS TO ROOF IN THIS AREA STAIRS TO ROOF IN MS AREA -GIRDER-AT-6420-F— _. 7 IT T T 1 1 STAIR E °SECTION THROUGH MEZZANINE 8' 4' I /8•_r r 10; O SECTION THROUGH PRODUCTION STORAGE 24' A85 I I OFFICE @:: SECTION @ AREA SEPARATION WALL - EAST of GRIDLINE 'F' 1 /8 " =I' WALL 9 .29' -4° AF II IL,JI IF - 1r: /� 2 v; It it U j OI f 7 1 \ / j / /, r 1,-r \ I 1 Lam!,, ■ 10 4b' 12-0' 1-Ix f y MO f KEY NOTES v EXPANSION JOINT <> CAL. 9 PRODUCTION SIDE O3 STRICIURAL'X'BRACE PRODUCTION SIDE O EXIST 10 N€ 45 COL SO MAT KSAT6RIDF O wen' 61.AZIN6 O NO INSULATION ON THIS AREA O TYPE 4A R -II BI AIKET 1114AATTON ATTACH TO WALL NU SPINDLE TYPE ANCHOR qO TYPE 4A R -II BLANKET IA IATION MIL STUD'S 8b 141644 MDO WAINSCOT <> WASH FOUNTAIN II EMER6ENCY EYE WASH EXPIRED AUG 50 ZOOS 12.ob - z24. GRID LINE/ TAG LEGEND EXIST BIDS_ GRIMM ID. NEW 6RIDANUN ID. ARCHITECTURE 777 108th NE #400 Bellevue WA 98004 425.822.6700 425.828.9116 Fax Arlan E. Collins Mark L. Woetman, MA Principal Architects FATIGUE TECHNOLOGY INC. 401 ANDOVER PARK EAST TUKWILA, WASHINGTON Revisions Sheet No. 7/14/OO 8/14/00 7/7/00 No. Date Item OP@UN6 REVI51011 AT SECTION PERMIT RESPONSE SUBMITTAL PERMIT SUBMITTAL ANCHITECf orc OFEZUKY, „EPNR C,ENTfiF Project No. fl37.00 Date 9/1/99 Drawn GMF. Title BUILDING SECTIONS A4.5 WALL SECTION 2 ,. = KEY NOTES <> TILT -UP PRE CAST CONCRETE PANEL , SLAB ON GRADE % VAPOR RETARDER O SUB GRADE PER SOILS REPORT OS CONCRETE MASONRY WALL, TYPE AS NOTED 0. OPEN NE5 STEEL JOIST <> STEEL BEAM Ob OPEN NEB BOW STRING TRUSS 9O TUBE STEEL COLUMN • EXISTING CONCRETE PANEL WALL SECTION i/2" = 1' 02 EXISTING STEEL COLUMN • EXISTING ROOF STRUGNRE O EXISTING P000 ROOF DECK 14 COMPOSITE METAL PANEL SYSTEM !IS STANDING SEAM METAL ROOF OVER R -30 RIGID INSULATION • BUILT UP SYSTEM ON METAL DECK • R -21 RIGID INSULATION. • TYPE 4A, R -21 BLANKET INSULATION W/ SPINDLE TYPE ANCHORS • PRE -CAST CONCRETE SILL • TYPE 8, R-10 RIGID INSULATION. 21 MET 511105 W/ TYPE 4 R -II INSULATION BATTS STUD SIZE NOTED <4 SUN SCREEN • PRE FINISHED RIB METAL SIDING •4 INSULATED GLAZING I "DP • CONCRETE COLUMN • OVERHEAD COILING. DOOR • STEP THRU LADDER • METAL GUARD RAIL, TYPE AS NOTED % BREAK METAL SHAPE • METAL FLASHING • BACKER ROD AND SEALANT • SUSPENDED ACP SYSTEM ® GWB ® METAL STUD FURRING • ALUMINUM! CURTAIN WALL • INTERIOR GLAZED CURTAIN WALL • BRIDGE CRANE RUNWAY RAIL NIG ® CONCRETE FOOTING O E OBRIOR CORONETS WAL K • REVEAL, TYP <4> PLATFORM BUMPER • ALUMINUM ENTRANCE DOOR • METAL PARAPET CAP • CONCRETE PAVERS ON WATER PRO MEMBRANE • RECESSED ENTRY MAT • CONCRETE ON METAL DECK.. • TYPE 4A R -II BLANKET INSULATION NV SPINDLE TYPE ANCHORS • ALUMINUM SILL EXTENSION • ALUMINUM WINDOW ASSEMBLY OVERHEAD COILING DOOR • BOLLARD O METAL GUTTER O 4° DIA DOWNSPOUT • ALUMINUM OVERHANG • 012 x 25 CHANNEL O SHEATHING • TOP OF SCREEN WALL NOT 5+ FOR CLARITY • SPANDREL GLAZING PLACED IN ALUM WINDOW ASSEMBLY • NEW BUR SYSTEM OVER EXISTING °LYWOOD DECK • COLUMN FOR BRIDGE CRANE NIG • 3/4 MOO, PAINTED O UP LIGHTS N DOWN LIGHTS, DET I/ A23 DETAIL TOP OF GIP CAL �I = :18' -2 " EL = - 11 a = ,12,_8. EL - .+q'-10° _ =5 =10' _I = -2,_5" C - -0 -8 3/4" EL =+22' EL = -0' -0" WALL SECTION 1/27 . = 1 .. 30-0 TO ERMINE A5 WALL SECTION - O'-0° FS SLAB Pr 'ea No. Date Dra wn 10/17/00 Title WALL SECTIONS Sheet No. A4. 6 N• PETAL 51551 FRAMING T.O. COL.. J BEARING PLATE TO. 2113IN HEAT 22-4"_ 3.0. REVEAL `—�- EL= O. ALAS tad FLOOR E= 10' - T.O. WDW HF EL= 0 -0" 777108th NE 8400 Bellevue WA. 98004 425.822.6700 425.828.9116 Fax Arlan E_ Cam' Mark L_ Wcermatt, M Principal Architects'. FATIGUE TECHNOLOGY INC. 401 ANDOVER PARK EAST TUKWILA, WASHINGTON 12/5/00 11/1/00 10/2/00 8/14/00 7/7/00 No. Date Item Revisions T.I. PION CHECK RESPONSE APR 13 AS NOES 1st. FLOOR PLAN REV's DOOR SCHDULE S PERMIT SUBMITTAL PERMIT RESPONSE SUBMITTAL PERMIT. SUBMITTAL 1137.00 ED WALL SECTION O WALL SECTION 112 =P O TILT -UP PRE CAST CONCRETE PANEL 02 SLAB ON GRADE 0 VAPOR RETARDER 04 SUB GRADE PER SOILS REPORT 1 CONCRETE MASONRY WALL, TYPE AS NOTED O6 OPEN WEB STEEL JOIST O'WEE_ BEAM. 0 OPEN NEB 905 STRING TRUSS 09 'TUBE STEEL COLUMN 10 EXISTING CONCRETE PANEL KEY NOTES a _ +6-4 ' EXISTING STEEL COLUMN EXISTING ROOF STRUCTURE EXISTING WOOD ROOF DECK COMPOSITE METAL PANEL SYSTEM STANDING SEAM METAL ROOF OVER R -30 RIGID. INSULATION BUILT UP SYSTEM ON METAL DECK R -2I RIGID INSULATION TYPE 4A, R -21 BLANKET INSULATION W/ SPINDLE TYPE ANCHORS PRE -CAST CONCRETE SILL TYPE 5, R -10 RIGID INSULATION O WALL SECTION H 112• =I' 4 5 I /2" MET STUDS W/ TYPE 4 R-11 BLANKET INSULATION SUN SCREEN PRE FINISHED RIB METAL SIDING IN iLATED GLAZING © PRE -CAST CONCRETE PILASTER ® OVERHEAD COILING DOOR U STEP THRIJ LADDER ® METAL GUARD RAIL, TYPE AS NOTED ® BREAK METAL SHAPE ®'. METAL FLASHING BALKER ROD AND SEALANT ® S15PErDED ACP SYSTEM ® 2 VT METAL STUDS ® ALUMINUM CURTAIN WALL �. INTERIOR GLAZE) CURTAIN WALL ® BRIDGE CRAW WINWAY RAIL RIC.,. ® CONCRETE FOOTING 11 1113 I Q 11111 I1I 111 L I11 7 -0 m F • 0 TO OF LEAN NOTE: N NIMLIM 30 PARAPET RBA, UBG 504b.4 NOTE 41.12 AREA SEPARATION MAUI- b• CNJ GROUTS SOIJD,IBCT .E - f-13,644 F, . Drawn' By Ttl EXTERIOR CONCRETE WALK REVEAL, TM 4 PLATFORM BUMPER 4Q ALUMITHU T ENTRANCE DOOR • 4 • • • • 8 O G WALL SECTION WALL SECTION ©, OVERHEAD COILING DOOR ® BOLLARD METAL PARAPET CAP O METAL GUTTER ® 4' DIA DOWNSPOUT 8 ALUMINUM OVERHANG ® 012 x 25 CHANNEL O SHEATHING ® TOP:.. OF SCREEN WALL. NOT SHOWN ALUMIWM WINDOW 4 SPANDREL GLAZING IN STOREFRONT GLAZING NEW BUR SYSTEM OVER EXISTING PLYWOOD DECK ® COLUMN FOR BRIDGE CRANE SIC 3/4' MDO, PAINTED ®UP 4 DOWN LIGHTS CONCRETE PAVERS ON WATER PROOFING MEMBRANE RECESSED ENTRY MAT CONCRETE ON METAL DECK '. TYPE 4A R -II BLANKET .INSULATION W/ SPINDLE TYPE ANCHORS ALUMINUM SILL EXTENSION QED AUOO 20 2002. 777 108th NE #400 Bellevue WA 98004 425.822.6700 425.828.9116 Fax Arlan E. Cols Mark L_ Woeman; AIA Principal Architects FATIGUE TECHNOLOGY ILVC. 401 ANDOVER PARK EAST TUKWILA, WASHINGTON PERMIT RESPONSE SUBMITTAL PERMIT SUBMITTAL No. Date Item Revisions 8/14/00 7/7/00 Project No. Date TECTURE 113700 9/1/99 WCY WALL SECTIONS Sheet No A4. 7 14 M i WALL SECTION V2 " =1' KEY NOTES OI TILT -UP PRE GAS- CONCRETE PANEL O `SAAB ON GRADE O3 VAPOR RETARDER O4 so GRADE PER SOILS REPORT <> CONCRETE MASONRY WALL, TYPE AS NOTED O OPEN WEB STEEL JOIST O STEEL ESMI O 8 OPEN WEB BOW STRING TRUSS O4 TUEE STEEL COLUMN O EXISTING CONCRETE PANEL. LIHE OF AREA r STEPARATION WALL 11 EXISTING STEEL COLUMN <> Ex'sTINS ROOF sTWUG1VRE <> EXISTING WOOD ROOF DECK ® COMPOSITE METAL PANEL 5Y5TEM O STANDING SEAM METAL ROOF OVER R -30 RIGID INSULATION <> BUILT UP SYSTEM ON METAL DECK R -21 RIGID INSULATION TYPE 4A, R -21 BLANKET INSULATION W/ SPINDLE TYPE ANCHORS O PRE-CAST CONCRETE SILL ® TYPE 3, R -IO 8.16ID INSULATION Sfl.R FACE NATURAL GROUND FACE MITE EL v 1.11111i1 1.11 1,111-'1 T•TMrarRIIIiii/IMY URI= SflJT FACE (SCUD) 04.1511.1 EL. =_____4,431 TOP OF THE T FRAME re-AL sT P 1Th R-II S8 ATON 5FI Ir PAGE WHITE $ _ 429 B OF '. DECK FACE 041 SOLDER COURSE FACE NATIPAL LINTEL BE* FACE FIVE ACCENT BRICK FACE NATURAL LINTEL BEAT 59.N FACE 114TE LINTEL. 8EAr1 WALL SECTION 1/2 = I` (KEYNOTE. EXCEPTION TO THIS DETAIL ONLY) <> 3 I/2' MET STUDS Vi/ TYPE 4 R -II BLANKET INSULATION • SUNSCREEN 9 PRE FINISHED RIB METAL SIDING ii G LATER GLAZING ®. PRE -CAST CONCRETE PILASTER • OV ERHEAD'; COILING POOR 0 STEP THRU LADDER METAL GUARD RAIL, TYPE AS NOTED . BREAK METAL SHAPE ® METAL FLASHING ED WALL SECTION Ii2 ° =r O BACKER ROD AND SEALANT ® SU5PERvED. ALP SYSTEM Eye ® 2 In METAL STUDS ® AWMNR4 CURTAIN WALL ® INTERIOR GLAZED CURTAIN WALL • BRIDGE CRATE WJWLAY RAIL NIC 40 CONCRETE FOOTING ®.. EXT6210R CONCRETE WALK • REVEAL, GRADE DOOR ILIA \\ __LIE OF AREA 58'AR4TION WALL BEYOND _P 4 O WALL SECTION ' In ° =r O PLATFORM BUMPER • ALUMINUM ENTRANCE DOOR `✓ METAL PARAPET CAP CONCRETE PAVERS ON WATER PROOFING MEMBRANE O RECESSED ENTRY MAT 4 CONCRETE ON METAL DECK 4Q TYPE 4A R -II BLANKET INSULATION PI/ SPINDLE TYPE ANCHORS 4 ALUMINUM SILL EXTENSION • ALUMINUM WINDOW '.. NEW BUR SYSTEM OVER EXISTING PLYWOOD DEC *1 MOO, PAINTED I' 0' 2' OVERHEAD COILING DOOR BOLLARD 9 METAL GUTTER ® 4' DIA DOWNSPOUT • ALUMINUM OVERHANG ® 012 x 25 CHANNEL O SHEATHING • TOP OF SCREEN WALL. NOT.SHOPEJ FOR CLARITY <> SPANDREL GLAZING IN STOREFRONT GLAZING COLUMN FOR BRIDGE CRANE .N10 ® UP E DONN LIGHTS :2O 'ZZ(. EXPIRED AUG 2 5 2002 FATIGUE TECHNOLOGY INC. 401 ANDOVER PARK EAST TUKWILA, WASHINGTON PERMIT RESPONSE SUBMITTAL PERMIT SUBMITTAL No. Date Item Revisions 777 108thNE #400 Bellevue WA 98004 425.822.6700 425.828.9116 Fax Arlan& Collins. Mark. L. Yammer; AIA Principal Architects 8/14/00 7/7/00 flEGISfEPED pE F1,3' �a of NI(W P Project No. Date Drawn By 1137.00 9N99 WCY Title WALL SECTIONS Sheet No A4.8 EL. +21 -4: - 0,0' KEY NOTES OI TILT -UP PRE CAST CONCRETE PANE_ O SLAB ON GRADE O VAPOR RETARDER O SUB GRADE PER SOILS REPORT O CONCRETEMASONBRY WALL, TYPE AS NOTED O OPEN VE5 STEEL JOIST O 5TEEL BEAM O OPEN WEB BOW STRING T5U55 O TUBE STEEL COLUMN O EXISTING CONCRETE PANG <> EXISTING STEEL COLUMN <> EXISTING ROOF STRUCTURE 13 EXISTING WOOD ROOF DECK O COMPOSITE METAL PANEL SYSTEM O STANDING SEAM META- ROOF OVER R RIGID INSULATION <> BUILT UP SYSTEM ON METAL DECK; 5-21 RIGID INSULATION O TYPE 4A; R -21 BLANKET INSULATION YU SPINDLE TYPE 'ANCHORS O PRE -OAST CONCRETE SILL O TYPE S R -10 RIGID INSULATION 21 3 I/2' MET STUDS W/ TYPE 4 R-II BLANKET INSULATION ® SUN SCREEN ... 4> PRE FINISHED 55 METAL SIDING ® INSULATED GLAZING ® PRE -CAST CONCRETE PILASTER OVERHEAD COILING DOOR • STEP THRU LADDER • METAL GUARD RAIL, TYPE AS NOTED, ®' BREAK METAL' %APE METAL FLASHING • BALKER ROD AND SEALANT • 5U5PBiPED ACP SYSTEM 64.13 • 2 U2' METAL STUDS ® ALUMINUM CURTAIN WALL ® INTERIOR GLAZED CURTAIN WALL ® BRIDGE CRANE RUNNAY RAIL NG cONY,RETE FOOTING ® EXTERIOR CONCRETE WALK ® REvEAL, TYP <> PLATFORM BUMPER ® ALUMINUM ENTRANCE DOOR • • METAL PARAPET GAP CONCRETE PAVERS ON WATER PROOFING MEMBRANE RECESSED ENTRY MAT CONCRETE ON METAL DECK TYPE 4A R -II BLANKET INSULATION YU SPINDLE TYPE ANCHORS ALUMINUM SILL EXTENSION ALUMINUM WINDOM NEW BUR SYSTEM OVER EXISTING PLYWOOD 3/4' MOO; PAINTED ® OVERHEAD COILING/ DOOR BOLLARD ® METAL SITTER ® 4" DIA DOYWSPOUT • ALUMINUM OVERHANG 02 x 25 CHANNEL 4 SHEATHING/ TOP OF SCREEN WALL: NOT SHOWN FOR CLARITY SPANDREL GLAZING IN 1 STOREFRONT GLAZING GK Q COLUMN FOR BRIDGE CRANE NIG'. UP U DOWN LIGHTS Project No. Date' Drawn BY Sheet No: A4. 9 I TECTURE 777108th NE #400 Bellevue WA 98004 425.822.6700 425.828.9116 Fax Arian E. Coffins Mark L. Woermar, MA Prineipal Architects FATIGUE TECHNOLOGY INC. 401 ANDOVER PARK EAST TUKWILA, WASHINGTON 8/14/00 7/7/00 PERMIT RESPONSE SUBMITTAL PERMIT SUBMITTAL Date Item ARCIUTECT ktlif 1t37.00 9/1/99 O WALL SECTION 1/2° = r EL= VARIES BOT.OF THE 1 T,COND FLOCK a ,v a_r+ 5-4' TOP OF DECK 8 .24,4' WALL SECTION 1/2° = KEY NOTES • TILT -UP PRE CAST CONCRETE PAID 2• SLAB ON GRADE O VAPOR RETARDER • SUB GRADE PER SOILS REPORT SO CONCRETE MASONRY WALL, TYPE AS NOTED O OPEN WEB STEEL JOIST • ..STEEL BEAM • OPEN WEB BOW STRING T EJEE TUBE STEEL COLUMN • EXISTING CONCRETE PANEL • EXISTING STEEL COLUMN • EXISTING ROOF STRUCTURE • EXISTING WOOD ROOF DECK 14 COMPOSITE METAL PANEL SYSTEM IS • STANDING SEAM METAL ROOF OVER R -EEO RI61D INSULATION ■ BUILT UP SYSTEM ON METAL DECK • R -21 RIGID INSULATION • TYPE 4A, R -2I BLANKET INSULATION W/ SPINDLE TYPE ANCHORS • PRE -CAST CONCRETE SILL • TYPE 3, R -10 RIGID, INSULATION • • 3 I/2' MET STUDS W/ TYPE 4 R-II BLANKET INSULATION • SUN SCREEN • PRE FINISHED RIB METAL SIDING • INSULATED &LAZING • PRE -CAST CONCRETE FINER • OVERHEAD COILING DOOR • are=.. LADDER • METAL GUARD RAIL, TYPE NE NOTED BREAK METAL SHAPE'... METAL FLASHING '.. E SECTION • VARES BOTO,' • +24'$'. �... B. = M8' -2' TOP OF EEL 4 g ' +B TOPOFSLA15 TE = FSI TOP OF SILL = TOP OF SLAB • BACKER ROD AND SEALANT • SUSPENDED ACP SYSTEM • 2 I/2' METAL STUDS • ALUMINUM CIRTMN WALL • INTERIOR GLAZED CURTAIN WALL • BRIDGE CRANE R I IAY RAIL NIG •.CONCRETE FOOTING •EXTERIOR CONCRETE WALK • REVEAL, EL- VARIES TREE ,C0!!? FLOOR EL= 0 O WALL SECTION S • PLATFO''M BUMPER • ALUMINUM ENTRANCE DOOR • METAL PARAPET GAP • CONCRETE PAVERS ON WATER PROOFING MEMBRANE O RECESSED ENTRY MAT O CONCRETE ON METAL DECK • TYPE 4A 'R -II BLANKET INSULATION W/ SPINDLE TYPE ANCHORS ', ALUMINUM SILL EXTENSION • ALUMINUM WINDOW U NEW BUR SYSTEM OVER EXISTING PLYWOOD DECK • 3/4' MOO, PAINTED EXPIRED SUE 20 5002 OVERHEAD COILING DOOR BOLLARD • METAL GUTTER • 4° DIA DOWNSPOUT • ALUMINUM OVERHANG • 012 x 25 CHANNEL • SHEATHING • TOP OF SCREEN WALL. NOT SHOWN FOR CLARITY • SPANDREL GLAZING IN STOREFRONT GLAZING COLUMN FOR BRIDGE CRANE.NIC • UP 4 00454' LIGHTS �. EL= +15' -4' SECOND FLOOR X2000 zv. WALL SECTION T O ARCHI TECTITRE' Sheet No. 777108th NE #400 Bellevue WA 98004 425.822.6700 425.828.9116 Fax Arlan E. Collins Mark L. Woes = . ALL Principal Architects FATIGUE TECHNOLOGY INC. 401 ANDOVER PARK EAST TUKWILA, WASHINGTON 8/14/00 !00 PERMIT RESPONSE SUBMITTAL PERMIT SUBMITTAL Item A4.10 1505 24 FIRST FLOOR EL 0'-O° SECOND FLOOR EL 15'-4° 4� 14 al BOB 24 13 5''7 1-10' 12 11 5' -Y 3' 5• 5' -2' 441' 4, EXIST PRECAST PNL TO BE REMOVED NEW INFILL (Chv) () ENLARGED PANEL ELEVATION I/4 = 1' WALL UNE BEYOND ALLOYED I' ARLAND OPN'6 6W3 TO. PA55 TNRI 1 CS5T NJ TO BE REMOVED 10 i L J Ark — IN'FILL EXIST PPE CNASE O EAST ELEVATION ALONG I /e .1' DI5TbXS146 GMI R3=A.L GRIDLINE A.9 AREA' 2 ) O CUT NEW OPN'6 IN EXI511N5 CONG WALL PNL O2 RILL cm's 4/ CMJ, CM 5 EXPIRED AUG 20 2002 FATIGUE TECHNOLOGY INC. 401 ANDOVER PARK FAST TUKWILA, WASHINGTON 8/14/00 7/7/00 Project No. Bate Draw-11B, Sheet No. 777 108th NE #400 Bellevue WA 98004 425.822.6700 425.828.9116 Fax Arlan E_ Collins Mark L. Waermav,ALA. Principal Architects PERMIT RESPONSE SUBMITTAL PERMT SUBS /TAO Date Item 1137.00 9/1/99 AFA WALL ELEVATION Title'. • GRID B A4.11 !!hill ®®®!®llOi innum Nnnum! O SECTION /ELEVATION THROUGH LOBBY 1/4.= O r - R - SECTION /ELEVATION THROUGH LOBBY I/4 = I' -0" 4 2 ' 0 ' 4 ' 4' 2 0' KEY NOTES Qi OPBI VEI3 BOA TRus5 O OPEN VEB OTL JOISTS 5O OPEN ViEB 5TL TRIYfES O4 NORIZ CONG FLOOR OVER MTL. DEOKIN& 0 . TS COL 0. 5n_ GIRDER O LMl EXTERIOR WALL EXISTING wARElIdJSE eLDS MTL ARCH. . TECTI RE II STANDING 5EAS1 MR ROOF 0 041 VEISER BASE ® WLT 411. ROOF 5Y5TB4 COILING DOOR ASSR •RO Y <> X BRA0IN6 ON OTHER 5100 EXPIRED ALIO 2 0 2002 777 108th NE #400 Bellevue WA 98004 425.822.6700 425.828.9116 Fax Arlan E. Collins Mark L. Woe man; AFA' Pr ncipal- Architects FATIGUE TECHNOLOGY INC. 401 ANDOVER PARK EAST TUKWILA, WASHINGTON 8/14/00 7/7/00 No. Revisions Date Item PERMIT RESPONSE SUBMITTAL PERMIT SUBMITTAL Project No. Date Drawn By INTERIOR ELEVATIONS / Title" SECTIONS s heet No. A4.12 1137.00 9/1/99 GTM O SECTION /ELEVATION THROUGH LOBBY I/4• = I' -0• O SECTION /ELEVATION THROUGH OFFICE V4• = 1 -0• KEY NOTES OPEN WEB am miss <> OPEN vim sit. JOISTS O3 OPEN MB 5TL TR/55E5 4O ibWZ LONER5/rWECREB15 OS CONG FLOOR 0`/E2 MB. DECKING .(> T5 cot. O7 STL GIRDER i.... O. cMl EMERIOR NWl O E11611146 KAREttasEBLO5 • MIL PANEL EKOZRIORSKIN 4(> STANDING SEAM M1L ROOF <> 041 YEREER BASE E1ALT UP ROOF SYSTD4 O COILING DOOR A55EMBLY O. X BRACING ON OTNER 51DE EXPIRED AUG 202(832 777 108th NE #400 Bellevue WA 98004 425.822.6700 425.828.9116 Fax Arlan E. Collins Mark Woenman, ALA Principal Architects 401 ANDOVER PARK EAST TUKWILA, WASHINGTON No. Revisions Project No. Date Drawn By Sheet No. 8/14/00 7/7/00 Date P00611 RESPONSE SUBMITTAL PERMIT SUBMITTAL Item 1137.00 9/1/99 GTM I ITE9IOR ELEVATIONS/ Title SECTIONS A4.13 4 O WOMEN 117 3/8• = I' -0" ® MEN 118 3/8' = I THERM FCRIIARD REACH ® JAN 119 3/8' = 11I w( � OE M% ® o 18 O MEN 118 3/8' = ® MEN 118 3/8' = 1 MAX TO H4112‘ N DRYER SGR631 SHALL NOT EXTEND FARTBER THAN FRONT EDGE OF RIM' L - D :0 , MAX TO .1 M A O caNlRa s m caws TR1 9A'. PID MA11A4LFRS HAND 17R/132 5W ALARM RFPA 10) 2'-6' 58K veil LIR Km1 GAXV2' M . It15U./FAARD ORAN AND HOT YMIER TOUT HT. URINAL MIRROR YM1 G'MAX SCRAM COOLER/ 0'MM FOUNTAIN 516166E m 9 RDA .FIRE DCT116151ER 0 FIXTURE MOUNTING LOCATIONS ;UNLESS NOTED OTHERWISE ON INTERIOR ELEVATIONS) NITS DIRECTION DIRECTION 516NAL GALL BUTTON GRAB (RAISED FOLDING SEAT ® ENLARGED TOILET PLAN - 1st FLOOR SCALE: V4' = P -0' TRANSFER 51DYE R 5 ADJ HAND FELD' I-6 SHOP1321EAD n/60', L016 FLEBaE HO SE LEVER mama)! :AT.m GaITR ,r- `RECD SOAP TRAY I WO GRAB BAR EASE RFE5HOI.D OR MAX HT V2' VI/ MAX SLOPE 1:2 FOLDING SEAT 4 GRAB BARS SHALL EE CAPABLE OF SUPPORTING A 300 LB L VE LOAD w/o PERMANENT DEFLECTION f f� HG. TOILET KEY NOTES Oj EXISTING WALL GONTWDTION, VERIFY • CURTAIN WALL OR STOREFRONT AS DETAILED • COLUMN O CONCRETE COLUMN - SEE ELEVATIONS DETAIL AND STRUGT MSS , • HANDRAIL 6 STAIRS - SEE DETAIL • HANDRAIL ® LOBBY BRIDGE - SEE DETAIL • T GUARD RAIL -SEE DETAIL : • REMOVABLE GUARD RAIL - SEE DETAIL • WATER CLOSET • LAVATORY p.. INSULATE EXPOSED Hi AND DRAIN LINES • GRAB BAR • URINAL - ..PROVIDE ELO146ATED N L -. - OP. ACCESSIBLE URINAL • URINAL SCREEN - DO NOT EXTEND SCREEN FARTHER THAN 114E FRONT EDGE OF THE URINAL • FLR MOUNTED, OH BRACED, TOILET PARTITIONS 16 • - DRINKING FOUNTAIN • DOCK LEVER - SE DETAIL : • EMERGENCY EYE WASH O TOILET'PAPER DISPENSER, FOR TWO ROLLS P172/R PAPER TOWEL DISPENSER 4 WASTE RECEPTACLE SOD TOILET SEAT COVER DI FEFEER SNIZI - SANITARY NAPKIN RECEPTACLE / DISPOSAL TYPE I ® 5N22 -, SANITARY NAPKIN REGEPTACLE / DISPOSAL TYPE 2 SNV - SANITARY NAPKIN VENDOR SDI - SOAP DISPEL TYPE I 4 S172 - SOAP DISPENSER TYPE 2 ROBE HOOK ® SHOVER SEAT ® SHOVER CURTAIN ROD MIRROR • LIGHT ABOVE MIRROR - AS SCNED ® JANITORS SAL M/Btl - MOP 8. BROOM HOLDER ®8'x50'- SST SHELF ® HAND WASH FOUNTAIN o RODE SHELF R'FILL EXIST OPEN% WITH, 6' CM5 (4 LOGA110N5) GMU - TYPE CMb. SPECIFICATION SECTION 0422022.G36 EXPIRED AUG 2 Q 2002 1200022 WALL LEGEND EXIST. WALL CONSTRUCTION GNU WALL CMN571TION GIP. GONGREIE WALL G01BTRL 1ION 1 57E8- 5TUD POLL CONSTR GT11ON PUREE TJ. WALLS GRID LINE/ TAG LEGEND EXIST BLDG. 6RIDLINE ID. 777 108th NE 0400 Bellevue WA 98004 425.822.6700 425.828.9116 Fax ArianE. Collins Mark L Woe®an, AIA Principal Architects FATIGUE TECHNOLOGY INC. 401 ANDOVER PARK EAST TUKWILA, WASHINGTON No. Revisions 8/14/00 7/7/00 Date PERMIT RESPONSE SUBMITTAL PERMIT SUBMITTAL Item ENLARGED TOLET Title PLAN and ELEVATIONS Sheet No. A5.1 13 RR 176 3/8' = r-o. 16 RR 181 3/8' = 1' -0', ® RR 176 3/8' = ENLARGED PLAN - 1st FLOOR SCALE V4' = BOLLARDS ® ENLARGED PLAN - 1st FLOOR SCALE: I/4' = I' -0' KEY NOTES OI EXISTING PALL CONTRUCTION, VERIFY • CURTAIN WALL OR STOREFRONT AS DETAILED • COLUMN • CONCRETE COLUMN -SEE ELEVATIONS DETAIL , AND STRUCT DINGS • HANDRAIL ® STAIRS - 5E_ DETAIL O HANDRAIL ® LOBBY BRIDGE - SE DETAIL OT GUARD RAIL - SEE DETAIL.: • REMOVABLE GUARD RAIL - SE'- DETAIL VIATE2CLOSET 10,LAVATORY e(> INSULATE E%POSSED HN AND DRAIN LINES • GRAB BAR <> URINAL - PROVIDE ELONGATED ET FOR ACCESSIBLE URINAL. • URINAL SGREE4 - DO NOT EXTEND SCREEN FARTHER THAN THE FRONT EDGE OF THE URINAL • FLR MOUNTED, OH BRACED, TOILET PARTITIONS A171811 E. Coffins Mark L. Woerman, MA € • - DRINKING FOUNTAIN- Architects • DOCK LEVER - SE=- DETAIL • EMERGENCY EYE NASH <> TOILET PAPER DISPENSER, FOR TWO ROLLS • PTD/R'- PAPER TOWEL DISPENSER N WASTE. RECEPTACLE 41 • SOD TOILET SEAT COVER DISPENSER • 5NR1 - SANITARY NAPKIN RECEPTACLE / DISPOSAL TYPE '.I • SNR2 - SANITARY NAPKIN RECEPTACLE a DISPOSAL TYPE 2 ® SEW - SANITARY NAPKIN VENDOR • SDI - SOAP DISPENSER TYPE I ® 5D2 - SOAP DISPENSER TYPE 2. • ROBE HOOK • SHOWER. SEAT SHCPIER CURTAIN ROD ® MIRROR, • LIGHT ABOVE MIRROR - AS SCHED ® JANITORS SINK • WEN - MOP N BROOM HOLDER • 8'x30'- SST SHEF • HAND WASH FOUNTAIN.. e ROD E SIELF.. 11■ILL EXIST OPENING WITH 6 CMF (4 LOCATIONS) ® GNU -. TYPE CMb. SPECIFICATION SECTION 0422O22.C3.e EXP WALL LEGEND f SF5 2 N Y0SY EXIST. 'SILL CONSTRUCTION LNU HALL CON5TRIIC11ON LIP. CONCRETE WALL 026TRUGnON STEEL STIR. WALL'LON5TRULn% RITiNE T.I. WALLS GRID LINE / TAG LEGEND EXIST BLDG. GRIDIJNE ID. N&'1 GRIDJIE ID. ARXHI TECTURE 777 108th NE #400 Bellevue WA 98004 425.822.6700 425.828.9116 Fax FATIGUE TECHNOLOGY INC. 401 AM OVER EAST TUKWILA. WASHINGTON -MO. Revisions Protect No. 1137.00 Data 9/1/99 Drawn By MACAA' ■LARGED TOILET Title : PLAN and ELEVATIONS Sheet No. A5. 2 14 :, R. a - , 1 r 13 RR 176 3/8' = r-o. 16 RR 181 3/8' = 1' -0', ® RR 176 3/8' = ENLARGED PLAN - 1st FLOOR SCALE V4' = BOLLARDS ® ENLARGED PLAN - 1st FLOOR SCALE: I/4' = I' -0' KEY NOTES OI EXISTING PALL CONTRUCTION, VERIFY • CURTAIN WALL OR STOREFRONT AS DETAILED • COLUMN • CONCRETE COLUMN -SEE ELEVATIONS DETAIL , AND STRUCT DINGS • HANDRAIL ® STAIRS - 5E_ DETAIL O HANDRAIL ® LOBBY BRIDGE - SE DETAIL OT GUARD RAIL - SEE DETAIL.: • REMOVABLE GUARD RAIL - SE'- DETAIL VIATE2CLOSET 10,LAVATORY e(> INSULATE E%POSSED HN AND DRAIN LINES • GRAB BAR <> URINAL - PROVIDE ELONGATED ET FOR ACCESSIBLE URINAL. • URINAL SGREE4 - DO NOT EXTEND SCREEN FARTHER THAN THE FRONT EDGE OF THE URINAL • FLR MOUNTED, OH BRACED, TOILET PARTITIONS A171811 E. Coffins Mark L. Woerman, MA € • - DRINKING FOUNTAIN- Architects • DOCK LEVER - SE=- DETAIL • EMERGENCY EYE NASH <> TOILET PAPER DISPENSER, FOR TWO ROLLS • PTD/R'- PAPER TOWEL DISPENSER N WASTE. RECEPTACLE 41 • SOD TOILET SEAT COVER DISPENSER • 5NR1 - SANITARY NAPKIN RECEPTACLE / DISPOSAL TYPE '.I • SNR2 - SANITARY NAPKIN RECEPTACLE a DISPOSAL TYPE 2 ® SEW - SANITARY NAPKIN VENDOR • SDI - SOAP DISPENSER TYPE I ® 5D2 - SOAP DISPENSER TYPE 2. • ROBE HOOK • SHOWER. SEAT SHCPIER CURTAIN ROD ® MIRROR, • LIGHT ABOVE MIRROR - AS SCHED ® JANITORS SINK • WEN - MOP N BROOM HOLDER • 8'x30'- SST SHEF • HAND WASH FOUNTAIN.. e ROD E SIELF.. 11■ILL EXIST OPENING WITH 6 CMF (4 LOCATIONS) ® GNU -. TYPE CMb. SPECIFICATION SECTION 0422O22.C3.e EXP WALL LEGEND f SF5 2 N Y0SY EXIST. 'SILL CONSTRUCTION LNU HALL CON5TRIIC11ON LIP. CONCRETE WALL 026TRUGnON STEEL STIR. WALL'LON5TRULn% RITiNE T.I. WALLS GRID LINE / TAG LEGEND EXIST BLDG. GRIDIJNE ID. N&'1 GRIDJIE ID. ARXHI TECTURE 777 108th NE #400 Bellevue WA 98004 425.822.6700 425.828.9116 Fax FATIGUE TECHNOLOGY INC. 401 AM OVER EAST TUKWILA. WASHINGTON -MO. Revisions Protect No. 1137.00 Data 9/1/99 Drawn By MACAA' ■LARGED TOILET Title : PLAN and ELEVATIONS Sheet No. A5. 2 SI I j I O!' 0 moleimme.. , ®i ■ .1.,e “0-se OA. I'. jo " LOCKE2 4 21 ® WOMEN 241 6 3/8 = 1' -0 ® WOMEN 241 3/8 = 1' - 0" LOCKER / BENCH SHOWER ®MEN 242 18 WOMEN ® MEN 242 3/8' = ® MEN WOMEN 3/8" = 1' -6 ® WOMEN 241 3/13 = 1' -0" ® WOMEN 241 3/8' = 1' -U ® MEN 242 3/8' = 1' -Il LOCKER. / BEN&H ® MEN 242 3/8" = 1'-0 ® MEN 242 3 / 8 " = 1' -0" 1 ,WOMEN 3/8' = 1' -0" ® ENLARGED PLAN - 2nd FLOOR SCALE: 1/4 = 1' -0" 0 EXISTING MALL CONTRUOTION, VERIFY' • CURTAIN WALL OR STOREFRONT AS DETAILED • COLUMN • CONCRETE COLUMN.- SEE ELEVATIONS DETAIL ,AND STRUCT TWIGS • HANDRAIL ® STAIRS - SEE DETAIL • HANDRAIL ® LOBBY BRIDGE - SEE DETAIL O' GUARD RAIL - SEE DETAIL SO.. REMOVABLE GUARD RAIL - SEE DETAIL 0 RATER CLOSET • LAVATORY • INSULATE EXPOSED HA AND DRAIN LINES 12 GRAB BAR • URINAL - PROVIDE ELONGATED RIM FOR ACCESSIBLE URINAL • URINAL SCREEN - DO NOT EXTEND SCREEN FARTHER THAN THE FRONT EDGE OF THE URINAL O FUR MOUNTED, 014 ERAGED, TOILET PARTITIONS.. • DRINKING FOUNTAIN • DOCK LEVER - SEE DETAIL 18 EMERGENCY EYE WASH • TOILET PAPER DISPENSER, FOR TWO ROLLS PID/R - PAPER. TOWEL DISPENSER E WASTE RECEPTACLE 2l SC12 - .TOILET SEAT COVER DISPEL ® SNRI SANITARY NAPKIN RECEPTACLE / DISPOSAL TYPE I ®',SNR2 -. SANITARY NAPKIN RECEPTACLE / DISPOSAL TYPE 2 % SNV - SANITARY NAPKIN VENDOR 'SDI - SOAP DI5PHJSER' TYPE I % SD2 SOAP DISPENSER TYPE 2 • ROBE 1400K SHOVER SEAT pJ SHOVER CURTAIN ROD . MIRROR O, LIENS' ABOVE MIRROR - AS.SCFED 14 JANITORS SILK • M/514 - 610P E BROOM HOLDER • 8` x 30' - SGT SHELF • HAND .WASH FCMTAM • ROD E 5143F HILL EXI5T OPENING MTh 6` CMS (4 LOCATIONS) 4 CF4U - TYPE CVO. SPECIFICATION SECTION 0422022.03. KEY NOTES EXPIRED AUO 2 0 ?002 NORiH 12.000--24 WALL LEGEND r / / / / / / / //i GRID LINE/ TAG LEGEND EMT V4Y.L CON5TN10TION ail WILL COtEIYNCTION CJP. CO EREIE MALL CONSTRUCTION 5783 5150 WALL COtELR110T10N FUTURE T.I. WALLS EXIST BLDG. GRIME ID. ti316RIDLRE ID. ARCHITECTURE 777 108th NE #400 Bellevue WA. 98004 425.822.6700 425.828.9116 Fax Arlan E. Collins Mack L. Woetman, AL4 Principal Architects FATIGUE TECHNOLOGY INC. 401 ANDOVER PARK EAST TUKWILA, WASHINGTON 8/14/00 7/7/00 No. Revisions Date PERMIT RESPONSE SUBMITTAL PERMIT SUBMITTAL Item PER project No. '., 1137,00 Date 9/1/99 Drawn By MOM ENLARGED TOLET Title PLA and ELEVATIONS Sheet No. A5.3 I I moleimme.. , ®i .1.,e “0-se OA. I'. I �!. " �i, 13 14 1 I 5-7 ( 1' -7' 4 21 ® WOMEN 241 6 3/8 = 1' -0 ® WOMEN 241 3/8 = 1' - 0" LOCKER / BENCH SHOWER ®MEN 242 18 WOMEN ® MEN 242 3/8' = ® MEN WOMEN 3/8" = 1' -6 ® WOMEN 241 3/13 = 1' -0" ® WOMEN 241 3/8' = 1' -U ® MEN 242 3/8' = 1' -Il LOCKER. / BEN&H ® MEN 242 3/8" = 1'-0 ® MEN 242 3 / 8 " = 1' -0" 1 ,WOMEN 3/8' = 1' -0" ® ENLARGED PLAN - 2nd FLOOR SCALE: 1/4 = 1' -0" 0 EXISTING MALL CONTRUOTION, VERIFY' • CURTAIN WALL OR STOREFRONT AS DETAILED • COLUMN • CONCRETE COLUMN.- SEE ELEVATIONS DETAIL ,AND STRUCT TWIGS • HANDRAIL ® STAIRS - SEE DETAIL • HANDRAIL ® LOBBY BRIDGE - SEE DETAIL O' GUARD RAIL - SEE DETAIL SO.. REMOVABLE GUARD RAIL - SEE DETAIL 0 RATER CLOSET • LAVATORY • INSULATE EXPOSED HA AND DRAIN LINES 12 GRAB BAR • URINAL - PROVIDE ELONGATED RIM FOR ACCESSIBLE URINAL • URINAL SCREEN - DO NOT EXTEND SCREEN FARTHER THAN THE FRONT EDGE OF THE URINAL O FUR MOUNTED, 014 ERAGED, TOILET PARTITIONS.. • DRINKING FOUNTAIN • DOCK LEVER - SEE DETAIL 18 EMERGENCY EYE WASH • TOILET PAPER DISPENSER, FOR TWO ROLLS PID/R - PAPER. TOWEL DISPENSER E WASTE RECEPTACLE 2l SC12 - .TOILET SEAT COVER DISPEL ® SNRI SANITARY NAPKIN RECEPTACLE / DISPOSAL TYPE I ®',SNR2 -. SANITARY NAPKIN RECEPTACLE / DISPOSAL TYPE 2 % SNV - SANITARY NAPKIN VENDOR 'SDI - SOAP DI5PHJSER' TYPE I % SD2 SOAP DISPENSER TYPE 2 • ROBE 1400K SHOVER SEAT pJ SHOVER CURTAIN ROD . MIRROR O, LIENS' ABOVE MIRROR - AS.SCFED 14 JANITORS SILK • M/514 - 610P E BROOM HOLDER • 8` x 30' - SGT SHELF • HAND .WASH FCMTAM • ROD E 5143F HILL EXI5T OPENING MTh 6` CMS (4 LOCATIONS) 4 CF4U - TYPE CVO. SPECIFICATION SECTION 0422022.03. KEY NOTES EXPIRED AUO 2 0 ?002 NORiH 12.000--24 WALL LEGEND r / / / / / / / //i GRID LINE/ TAG LEGEND EMT V4Y.L CON5TN10TION ail WILL COtEIYNCTION CJP. CO EREIE MALL CONSTRUCTION 5783 5150 WALL COtELR110T10N FUTURE T.I. WALLS EXIST BLDG. GRIME ID. ti316RIDLRE ID. ARCHITECTURE 777 108th NE #400 Bellevue WA. 98004 425.822.6700 425.828.9116 Fax Arlan E. Collins Mack L. Woetman, AL4 Principal Architects FATIGUE TECHNOLOGY INC. 401 ANDOVER PARK EAST TUKWILA, WASHINGTON 8/14/00 7/7/00 No. Revisions Date PERMIT RESPONSE SUBMITTAL PERMIT SUBMITTAL Item PER project No. '., 1137,00 Date 9/1/99 Drawn By MOM ENLARGED TOLET Title PLA and ELEVATIONS Sheet No. A5.3 11,4* 15 ®i .1.,e “0-se OA. 4 21 ® WOMEN 241 6 3/8 = 1' -0 ® WOMEN 241 3/8 = 1' - 0" LOCKER / BENCH SHOWER ®MEN 242 18 WOMEN ® MEN 242 3/8' = ® MEN WOMEN 3/8" = 1' -6 ® WOMEN 241 3/13 = 1' -0" ® WOMEN 241 3/8' = 1' -U ® MEN 242 3/8' = 1' -Il LOCKER. / BEN&H ® MEN 242 3/8" = 1'-0 ® MEN 242 3 / 8 " = 1' -0" 1 ,WOMEN 3/8' = 1' -0" ® ENLARGED PLAN - 2nd FLOOR SCALE: 1/4 = 1' -0" 0 EXISTING MALL CONTRUOTION, VERIFY' • CURTAIN WALL OR STOREFRONT AS DETAILED • COLUMN • CONCRETE COLUMN.- SEE ELEVATIONS DETAIL ,AND STRUCT TWIGS • HANDRAIL ® STAIRS - SEE DETAIL • HANDRAIL ® LOBBY BRIDGE - SEE DETAIL O' GUARD RAIL - SEE DETAIL SO.. REMOVABLE GUARD RAIL - SEE DETAIL 0 RATER CLOSET • LAVATORY • INSULATE EXPOSED HA AND DRAIN LINES 12 GRAB BAR • URINAL - PROVIDE ELONGATED RIM FOR ACCESSIBLE URINAL • URINAL SCREEN - DO NOT EXTEND SCREEN FARTHER THAN THE FRONT EDGE OF THE URINAL O FUR MOUNTED, 014 ERAGED, TOILET PARTITIONS.. • DRINKING FOUNTAIN • DOCK LEVER - SEE DETAIL 18 EMERGENCY EYE WASH • TOILET PAPER DISPENSER, FOR TWO ROLLS PID/R - PAPER. TOWEL DISPENSER E WASTE RECEPTACLE 2l SC12 - .TOILET SEAT COVER DISPEL ® SNRI SANITARY NAPKIN RECEPTACLE / DISPOSAL TYPE I ®',SNR2 -. SANITARY NAPKIN RECEPTACLE / DISPOSAL TYPE 2 % SNV - SANITARY NAPKIN VENDOR 'SDI - SOAP DI5PHJSER' TYPE I % SD2 SOAP DISPENSER TYPE 2 • ROBE 1400K SHOVER SEAT pJ SHOVER CURTAIN ROD . MIRROR O, LIENS' ABOVE MIRROR - AS.SCFED 14 JANITORS SILK • M/514 - 610P E BROOM HOLDER • 8` x 30' - SGT SHELF • HAND .WASH FCMTAM • ROD E 5143F HILL EXI5T OPENING MTh 6` CMS (4 LOCATIONS) 4 CF4U - TYPE CVO. SPECIFICATION SECTION 0422022.03. KEY NOTES EXPIRED AUO 2 0 ?002 NORiH 12.000--24 WALL LEGEND r / / / / / / / //i GRID LINE/ TAG LEGEND EMT V4Y.L CON5TN10TION ail WILL COtEIYNCTION CJP. CO EREIE MALL CONSTRUCTION 5783 5150 WALL COtELR110T10N FUTURE T.I. WALLS EXIST BLDG. GRIME ID. ti316RIDLRE ID. ARCHITECTURE 777 108th NE #400 Bellevue WA. 98004 425.822.6700 425.828.9116 Fax Arlan E. Collins Mack L. Woetman, AL4 Principal Architects FATIGUE TECHNOLOGY INC. 401 ANDOVER PARK EAST TUKWILA, WASHINGTON 8/14/00 7/7/00 No. Revisions Date PERMIT RESPONSE SUBMITTAL PERMIT SUBMITTAL Item PER project No. '., 1137,00 Date 9/1/99 Drawn By MOM ENLARGED TOLET Title PLA and ELEVATIONS Sheet No. A5.3 ■_RMISMmom 1m00uvl € nv2M IM�L�ar IliNUM2MENEMMP 7A A 3. PATHMAY ILLLTIINATION TO BE PROVIDED PER 91 UBC 10032°U, TO FF.OVIDE A MIN. OF I ft. AT Eh1ER6ENGY PATHWAYS DURNIN6 ()COPIED TIMES IN THE APPROPRIATE OCCUPANCIES. O EXPOSED sTRUGNRAL WOOD DECK O EXPOSED STRUCTIRAI. DECK • SDFFW 0, SUSPENDED 5YP BD GL65EE ROOM FINISH SCHEDULE FOR C:ILINSIEISHT SUSPENDED CEILINS ASSEMBLY SEE DETAIL X/AXX FOR ERAGIN6 LOCATION OF 4 CERTAIN BOARDS TO EE INSTALLED A5 PART OF TENANT IMPROVEMENTS. 10 14 K J H RECEIVING IC? STAIR I PRODUCTION U3 1,1 TOILET 124 1 ®j SHIPPING E� (D FIRST FLOOR REFLECTED CEILING PLAN i/ 6 i o• GENERAL NOTES I. FIRE SPRINKLER DROP TO BE LOCATED AT 1/4 POINT OF 4 x 5USFENDED.ACTVATICAL GL6 GRID 50 THAT HEAD 15 CENTERED IN A 2'0' x 2' -0' PANEL 0 WILD OUT 2. SEE ELECTRICAL PLANS EXPIRED AUG 2 0 2002 ARCHITECT RE FATIGUE TECHNOLOGY INC. 401 ANDOVER PARK EAST TUKWILA, WASHINGTON PERMIT RESPONSE SUBMTTAL PERMIT SUBMITTAL No. Date Item Revisions 2/29/ PEONS GeV. Pmlect NO. 1137.00 Date 9/1/99 Drawn By AJS FIRST FLOOR REFLECTED Title : CEUNG PLAN Sheet No. 777 108th NE #400 Bellevue WA 98004 425.822.6700 425.828.9116 Fax Alan E- Colllin..s Mark L.. Weennim,. AIA Principal Architects 8/14/00 7/7/00 REGISTERED ARCHITECT 0e of A 2 - o 0 - --; 10 4 10 14' IL I I I I 1 i I �I ! !!! I I I I! I I 1 ! I' I II I + I I I 1 I I I Ii I I 1_;- t-_J_ i____1-1_ -- II - ( 1_ 1 !- — I- � � I - ' � • J H I I ! I I ! I i I I ! ! ! L—_, xJ__ _111_- IIIIZ'IL I I! 1 I! { I! J Hs ! I 1 I 1/PPER PRODUCTION`. L ! 1 I I 1 I'v I 11 I ! ; I L F III I T I I L I I ©I I + { ! + I I I I I I I ! I I I I I ! ! l -I- L- ! _ - __L -L 1,1 I —!I !!! I I I ! I I I I I I !' I I ! I I I I I F. ALE - L I I I ! ! I I I I I I I I I I I - r L1I -I_ II HI ! I I 1 I[oo 1 1 I On I I I I I I iPP I I ILO /JI I VI6' = I' -0' SECOND FLOOR REFLECTED CEILING PLAN GENERAL NOTES I. FIRE SPRINKLER DROP TO BE LOCATED ATI /4 POINT OF4' -0 ° x4'" SUSPENDED ACOUSTICAL GL6 MD 30 THAT HEAD IS CENTERED IN A 2'0' x 2' -0' PANEL ® BUILD Jr O Q 3. PATHWAY ILLUMINATION TO EE MOVIDW PER 41 MC 1003241; TO PROVIDE A MIN OF I fc AT fIER6EJCY FAIRWAYS DURMN6 OCCUPIED TIMES IN THE APPROPRIATE OCCUPANCIES. 2. SEE ELECTRICAL PLANS KEYNOTES Oj Cwosm STRUCTURAL WOOD DECK EXPOSED STRUCTURAL STEEL DECK O3 SOFFIT 5UsPENDED 611P ND Ti.60 ROOM mfAH SCHEDULE FOR'cEILiNN fE1614T AAPENDED CEILING A551343LY SEE DETAIL X/AXX FOR BRACING O LOCATION OF 4 CURTAIN BOARDS TO BE INSTALLED A5 PART OF TENANT IMPROVI34305.: K SKYLI6NT LEGEND EXPIRED AUO 2 0 2002 12060 -24 16' 6' O' Ifi' 32' ARCH HTECTI RE 7/7/00 No. Date Revisions /HOP' Sheet No. T :. 108th NE #400 Bellevue WA 98004 425.8226700 425.828.9116 Fax Arlan E_ Collins Made L_ Woerman, AI% PrmapalArchteets FATIGUE TECHNOLOGY INC. 401 ANDOVER PARK EAST TUKWILA, WASHINGTON 8/14/00 PE0411 RESPONSE SUBMOTAL PERMIT SUEMIT?AL Item MOWN 03%00 9/1/99 /WS SECOND FLOOR REFLECTED Title CEILING PLAN A6.2 TOP OF 2N FLR SLAB TOP OF LANDING TOP OF FIR FLR SLAB • 2nd FLOOR PLAN . 1 1=0 WI6• 5 586' 5T ®11•. =4'T TAIR #2 2nd FLOOR PLAN Li T' IOT §11•=9 -2 ® STAIR #4 2nd FLOOR PLAN (4" = 1' -0" N O ® STAIR #4 SECTION r. )STAIR E.5) 1'74 V2' 7 V2• ('& ® STAIR #4 1st FLOOR PLAN 8 1/4° = I -0° AREA OF EVACUATION ASSISTANCE O O STAIR #3 1st FLOOR PLAN i /4• = I -0• (A.5 ✓ TOP ® LANDING m N O' - STAIR #3 V4• = P -0" 1'-0• w 15'-4" TOP OF 21412- -_ FLOOR SLAB TOP 0 FIRST FLR SLAB 11 STAIR #3 SECTION 1(4" = I'-O• to N a 15' -4" TOP OF N FLOOR SLAB 3'-4' 12'-0" O' -O" TOP OFRST FLR SLAB STAIR #2 1st FLOOR PLAN U4' TOP OF LANDING TOP OF LANDING 20 R15ERS m12 = I 1 0. STAIR #2 SECTION v4• = r -0• 2nd FLOOR PLAN 3'-0 TOP OF 2ND - r -� - - -? FLOOR SLAB Q - - - -- F O STAIR #1 V4" = 1' -0 "- TOP - O LANDING r to ST O'-O' n TOP OF FIRST FLR SLAB S" CONCRETE ® STAIR #1 1st FLOOR PLAN = 1'-0' ti ® STAIR #1 SECTION I/4' = I' -0' 4' AREA OF EVACUATION ASSISTANCE FATIGUE TECHNOLOGY INC. - 2 8' ARCHITECT I R E 401 ANDOVER PARK EAST TUKWILA, WASHINGTON EXPIRED Ati6 20 TUT2 PERMIT RESPONSE SUBMITTAL PERMIT SUBMITTAL No. Date Item Revisions Project No. Date Drawn By VERTICAL Title CFIC:ULA7nON Sheet No. 108th NE #400 Bellevue WA 98004 4251226700 425.828.9116 Fax Arias E Coffins Mark L Wa ®am ALA. Principal Architects 8/14/00 7/7/00 1137.00 9/1199 A7.1 q 1 TT i , -t- r 21 -O TOP OF 2N FLR SLAB TOP OF LANDING TOP OF FIR FLR SLAB • 2nd FLOOR PLAN . 1 1=0 WI6• 5 586' 5T ®11•. =4'T TAIR #2 2nd FLOOR PLAN Li T' IOT §11•=9 -2 ® STAIR #4 2nd FLOOR PLAN (4" = 1' -0" N O ® STAIR #4 SECTION r. )STAIR E.5) 1'74 V2' 7 V2• ('& ® STAIR #4 1st FLOOR PLAN 8 1/4° = I -0° AREA OF EVACUATION ASSISTANCE O O STAIR #3 1st FLOOR PLAN i /4• = I -0• (A.5 ✓ TOP ® LANDING m N O' - STAIR #3 V4• = P -0" 1'-0• w 15'-4" TOP OF 21412- -_ FLOOR SLAB TOP 0 FIRST FLR SLAB 11 STAIR #3 SECTION 1(4" = I'-O• to N a 15' -4" TOP OF N FLOOR SLAB 3'-4' 12'-0" O' -O" TOP OFRST FLR SLAB STAIR #2 1st FLOOR PLAN U4' TOP OF LANDING TOP OF LANDING 20 R15ERS m12 = I 1 0. STAIR #2 SECTION v4• = r -0• 2nd FLOOR PLAN 3'-0 TOP OF 2ND - r -� - - -? FLOOR SLAB Q - - - -- F O STAIR #1 V4" = 1' -0 "- TOP - O LANDING r to ST O'-O' n TOP OF FIRST FLR SLAB S" CONCRETE ® STAIR #1 1st FLOOR PLAN = 1'-0' ti ® STAIR #1 SECTION I/4' = I' -0' 4' AREA OF EVACUATION ASSISTANCE FATIGUE TECHNOLOGY INC. - 2 8' ARCHITECT I R E 401 ANDOVER PARK EAST TUKWILA, WASHINGTON EXPIRED Ati6 20 TUT2 PERMIT RESPONSE SUBMITTAL PERMIT SUBMITTAL No. Date Item Revisions Project No. Date Drawn By VERTICAL Title CFIC:ULA7nON Sheet No. 108th NE #400 Bellevue WA 98004 4251226700 425.828.9116 Fax Arias E Coffins Mark L Wa ®am ALA. Principal Architects 8/14/00 7/7/00 1137.00 9/1199 A7.1 13 TAIR #12 SECTION = - - 'U ® STAIR #9,10,11 '2nd FLOOR PLAN I/4 =, -0. ®STAIR #9,10,11 SECTION STAIR *II STAIR #8 1st FLOOR PLAN 11 STAIR #8 SECTION 1/4" = 1' A ®STAIR #5 PLAN °STAIR #7 SECTION ® STAIR #5 SECTION = I' STAIR #6 2nd FLOOR PLAN 5 -4I/2° ( F O STAIR #6 1st FLOOR PLAN C va• =ro� EXPIRED AUG 20 2002 12t00 - 224 14 T ®II•=12 STAIR #6 SECTION I/4° = ARCHITECTURE Revisions 777 108th NE #400 Bellevue WA 98004 425.822.6700 425.828.9116 Fax Arlan E- Collins Mark I Waermam M . Principal Architects FATIGUE TECHNOLOGY INC. 401 ANDOVER PARK EAST TUKWILA, WASHINGTON L� PERMI( RESPONSE SUBMUTAL PERMIT SUBMI1T L No. Date .Item 8/14/00 7/7/00 RFpMt cen Project No. 113700 Date 9/1/99 Drawn By A7.2 KEY NOTES 0 TILT -UP PRE CAST CONCRETE PANS O SLAB ON GRADE O VAPOR RETARDER U SUB GRADE PER SOILS REPORT O CONCRETE MASONRY WALL, TYPE AS NOTED Ob OPEN WEB STEEL JOIST O STEEL BEAM 0 OPEN Me BOW STRING TRUSS , TUBE STEEL COLUMN • EXISTING CONCRETE PANE'- II EXIST1N&STEEL COLUMN O EXISTING ROOF STRUCTURE ® EXISTING WOOD ROOF DECK O COMPOSITE METAL PANEL 5Y5Tcr1 <I> STANDING SEAM METAL ROOF. OVER R-50 RIGID INSULATION O BUILT UP SYSTEM ON METAL DECK , R -21 RIGID INSULATION O. TYPE 4A, R -21 BLANKET INSULATION YU SPINDLE TYPE ANCHORS 0> FRE-CAST CONCRETE SILL • 3, R-10 R6ID INSULATION O WALL SECTION C> 3 I/2' MET STUDS RV TYPE 4 R-0 BLANKET INSULATION ® SUNSCREEN ® PRE FINISHED RIB METAL SIDING ® INSULATED (LAZING 9 PRE -CAST CONCRETE PILASTER OVERHEAD COILING DOOR STEP THRU LADDER ® METAL GUARD RAIL, TYPE AS NOTED n BREAK METAL SHAPE METAL FLASHING TOP OP FRAIE9 EL= +29' -' TOP OFDFCK Y BACKER ROD AND SEALANT 3�2 SUSPENDED ALP SYSTEM GM ® 2 I/2' METAL STUDS ® ALUMINUM CURTAIN WALL ® INTERIOR GLAZED CURTAIN WALL ® BRIDGE CRANE RUNWAY RAIL NIG ®.CONCRETE FOOTING ® EXTERIOR CONCRETE WALK... REVEAL,TYP 'AL I= +31'-4' TOP OF PRATE 0 PLATFORM BUMPER Q ALUMINUM ENTRANCE DOOR U METAL PARAPET GAP ® CONCRETE PAVERS ON WATER PROOFING MEMBRAUE O RECESSED ENTRY MAT • CONCRETE ON METAL DECK Q TYPE 4A R -II BLANKET INSULATION W/ SPINDLE TYPE ANCHORS • ALUMINUM SILL EXTENSION O AUIMINUM WINDOW I. • OVERHEAD COILING DOOR 9 BOLLARD O METAL GUTTER ® 4" DIA DOWNSPOUT 9 ALUMINUM OVERHANG ® 012 z 25 CHANNEL SHEATHING TOP OF SCREEN WALL. NOT SHOWN FOR CLARITY '0 SPANDREL GLAZING IN STOREFRONT GLAZING ® NEW BUR SYSTEM OVER EXISTING 50111000 DECK Q COLUMN FOR BRIDGE CRANE NIG O 5/4' RDO, PAINTED 9. UP N DOWN LIGHTS. WALL SECTION I/? = A No. A R CHITECTHRE B . +29-4• TOP O DECK ELEVATOR NT LADDER SENATOR PIT RCNisions Project NO. Date Drawn BY Title FOSTERED ROOTECT 777 108th NE #I400 Bellevue WA 98004 425.8226700 425.82L 9116 Fax Arlan E_ Collins Mark L. W !a ; ALA Principal Architects. FATIGUE TECHNOLOGY INC. 401 ANDOVER PARK EAST TUKWILA, WASHINGTON 8/14/00 7/7/00 Date PERMIT RESPONSE SUBMITTAL PERMIT SUBMITTAL Item PFRNR CER 1137.00 I.. 9/1/99 GTM WALL SECTIONS J.9 0 VERTICAL REVEAL 3/4 r 3/4 2Z OUTSIDE CORNER 3 •: I , 1137045DW5 SEALANT t BACKER ROD CONCRETE WALL PANS - HORIZONTAL REVEAL VIVRE 5140214 1137041DW5 2 3/4' DIA 5TL R11455 THRU SIDE MI5 F WELDED (12' OG MAX) 318' = I' 3/4' 19 TYP HORIZONTAL REVEAL 3' . I' H3103449 5 OH COIL DOOR 1 112 I' „2' -0' GTR I DIA 5TL 111A55 WB_DED 4• per• 4 . 11RU SIDE RAIL LLR F (12 MAX) /2xi'STL SIDE RAILS 3/4' DIA EA' BOLT (TYP) 3/8 X 3' 511. T O 51 AID L.— MAX ILO' ABOVE T051DERAfL. '.. FIN FLOOR C)STEP- THRU LADDER CONCRETE WALL PANEL 1< REVEAL SEE ELEVATOO 1131040DW6 4 GUAR DRAIL TYPE 4 4 3 /4. ,, VERTICAL REVEAL SEALANT MIL STUD IV 5 /EV 6WB EACH .5PE..... 5' T5 BEYOND 0 EDGE OF MEZZANINE 1137026DW6 10 GUARDRAIL TYPE 3 1131034DW6 3/4'= I' 8' au &ROUTED SOLID -4 HR AREA SEPARATION ma � 6• 8• 1 ft 12 WALL CONNECTION 3/4' .1' SOW &Boor 8'04/ 6621iED5011D SEALER BALKER ROD NOTE: CERAMIC FEER MARKET MERE R INSED FOR 012 RE RAAM46, CMU EXPANSION JOINT 8370M7445 . 3/4 I O GUARDRAIL TYPE 2 REMOVABLE 1 GUARDRAIL TYPE I IEFIOWDY45 3/4 I' 1131025DY 3/4' = I' I137021.dwg vainca. ems REPFORL@81i7 NpTED 2 IN. FROM CONTROL .Y71NT5 ( EXCEPT w134 FESFORMENT'15 TO AGCOM4ODATE DIAE4RA6M CHORD 113501 5400114 DO1f33 AGROX CONTROL .iOWT. MIME BOND BETYEEN 6R0.11 GAP TO ALLOA MO/Eh81T ELEVATION SECTION WELD 3 /4 L TO PL AND POST - .U. LE/ 6114 4 &RIP SMOOTH TYP. GUARDRAIL POST BRACKET 1131022.D/16 I I/2 4-0' I IT DIAMETER ID. PIPE POST . SHRINK &ROUT 3 CONC DOCK EDGE 1137021 3 1 1/2=1'-0' 4 COLUMN COVER too 20 2002 WNW.: 6ALY. 4X4XI/4' L YU I/2'X4' ANCHORS 0 2' OL. 4 6' FROM EA. END PLATFORM WHERE INDICATED CM. DOCK BA_K m 1131O25006 1137024Th& ARCHITECTURE FATIGUE TECHNOLOGY INC. 401 ANDOVER PARK EAST TUKWILA, WASHINGTON 0 8/14/00 PERMIT RESPONSE SUBMITTAL PERMIT SUBMITTAL No. Date Item Ilevisions Project No. Date Drawn By Title' Sheet No. 777 108th NE #400 Bellevue WA 98004 425.822.6700 425.828.9116 Fax Arlan E_ Coffin" s Mark L Waxman, AIA Principal Architects 7/7/00 GIStEHED tICXITECt MOBWX AFA SHELL + CORE DETAILS A8.1 0 0 2 A9 Cr) 10• 7' V2 ? ? ?? COLUMN/ CURTAIN WALL 3/4' .1' IC37061DY15 6 314• = I' 1131O%.PVK O COLUMN - 15 3/4' 1137065DY15... STRUCTURAL COLURI EEVEi. TOP DO't 3' ALL AROUND �PAR(f J�SFIOYti ANCSOPS ®18' OG ALL AROUND FLOOR IJNE... EXPIRE® AUG 20 2002 O EXTERIOR PILASTER 314 = I' COLUMN 3/4' =I' EXTERIOR PILASTER 3/4' = 1' O EXTERIOR PILASTER 314' = 1' VARIES kl i O EXTERIOR PILASTER 3/4' =I' STORE FRONT SYSTEM STORE FRONT SYSTEM 12000 -2x6 STORE FRONT SYSTEi4. 1131031DY 5 1131051DYL5 ARCHITECTURE FATIGUE TECHNOLOGY INC. 401 ANDOVER PARK EAST 1 TUKWILA, WASHINGTON PERMIT RESPONSE SUBMITTAL PERMIT SUBMITTAL No. Date 'Item Revisions YARNS ST0i FRONT SYSTf 6' 5.0A Project No. Date 777 108th NE #400 Bellevue WA 98004 425.822.6700 425.828.9116 Fax Arlan E. Collins Mark L. Waxman., ALA.. Principal Archie. 8/14/00 7/7/00 Amge two 1137.00 9/1/99 AFA SHELL + CORE DETAILS Sheet No. A8.2 2 ‘2 1 113708M RASE NA (2) 2' X ALM RAMS PER TOON 2 ILX4 11370822 CD 1 DETAIL 1 1 1' 113708312.dwg / DETAIL 1 1/2 = 14 113708310 O DETAIL ■...L) 1 1/2 = 1-0 1-18(8 (I) DE TAI_ r-- DETAIL 11/2 = r-Cr DETAIL 1 1/2 = 14 2-15/81' PANEL SYSTEM METAL FLASHINS my 4: D 5HEATH METAL SEAMT 17FE 4 BRUT INSULATION 11370836 200 2 5 2002 DTA DOVOEPCUT BEYON METAL 8LA511I51 CC4f05ITE METAL PANE SYSTEM COLUMN 51101166 3 V2' 55115. 514835 Vi/ TYPE 4124 ELA&ET 1R5.LATION SEALANT 1137838 4' DIA 00R6POUT SEALANT COLUMN 6' NJ TYPE 4 R-II 0.AT14ET INFOLAMON 414145. 51083 1137837 11370835 1 1, 7/7/00 N. Date Revisions AR CHI TECTURE 777 108th NE*400 Bellevue WA 98001 425.8226700 425.828.9316 Fax Ade. E Coffins Mark L.. Woernaan, 51A Principal Architects FATIGUE TECHNOLOGY INC. 401 ANDOVER PARK FAST - TUKWILA, WASHINGTON 8/14/00 PERMIT RESPONSE SUBMITTAL PERMIT SUBMITTAL Item Project No 1137.00 Date 9/1/99 Drawn B atm SHELL + CORE Title DETAILS ...No A8. 3 E a 12 DETAIL 1 112' = 1' -0' TYPICAL GUARDRAIL i3 & HANDRAIL DETAIL in' = I' -0' 1 1n OD. STAINLESS STEEL HANDRAIL 1 In' DIA. MOOD HANDRAIL I/4' DIA STAINL STEEL HANDRAIL EXTORT I/2• STEEL PLATE TAPERED VERTICAL SUPPORT 112' DIA SOLID PANTED 5TH HORIZONTAL DECK STEEL CHACE_ 5101N0EI2 STEEL PLATE TREADS t RISERS 7 STEEL CHANNEL BEYOND RIBBED METAL COVER 1 V2' OD. 51153- 6UAWRA11 1 UY OD. 57E13 HANDRAIL V4 DIA FEEL SUPPORT I VT OD. STEELVERTICAL 5103_ CHANTS FINISH FLOOR A5 50501 D DECK 1070849 1070848 DETAIL I =1 -0' I � 3• ‘' - N*41 % r. I � J r ln' (TYP) 102' OD: 5TEEL HANDRAIL LI1f OF 540506 FINISH FLOOR A5 SCHEFXLED DECK bnaL. STEEL FLATS TREADS t RISERS /- CHANNEL 11370843 STAIR RISE sE€- ` SHEETS 010 t A7 4 T Y 1 J '0 I/O' 5100 PLATE TAPERED YERn0AL 5UPPORT n' DIA SOLID PAINTED STEEL HORIZONTAL FLOOR A5 5CHE0RED STEEL CHANNEL BEYOND PERFORATED METAL STEEL PLATE TREADS t RISERS FEEL CHANTS 5TRIN4ER RIBBED 1'4ETAL COVER PERFORATED METAL 3' 5183. 16646 I_ REVEAL 11 11 1111 iuI iu1 1 1n° (000) . 6,/; J s=z ra /.41 1 1/2" STA11156 STEEL HAHDRAL LIM OF N050 6 1 V2' DIA WOOD aL4Tt7RAL I/2' DIA SCUD PAINTED 5183. HORJZDHTAL DETAIL i = r-0. T n 1 1 L - - - MN11 MIL MIL MI I 112" OD. — STAKES STEEL HANDRAIL 1 1/2' DIA 11000 HANDRAIL I/T STEEL RATE TAPERED VERTCAL SUPPORT UT DIA 50110 PAINTED 51E13- HORIZONTAL '.'. FLOOR AS 5CASILED 4' DIA (0001 G 10 DETAIL 110' =r-0' J 11' (0001 4' DIA (TYP) 4' DIA (TYR) ' V 7- w 1 In' OD. 5105 HANDRA 1 1/2' OD. 51E1 HORIZONTAL I la OD. 5n33-VERTICAL 11370441 TEEL CHAIM_ FINISH FLOOR AS SCHEDULED '.. DECK O TYPICAL GUARDRAIL DETAIL O TYPICAL HANDRAIL DETAIL 14 1 V < "' 4 P -0 01054801 1 1n' = r -0• 11310848 O DETAIL O DETAIL IV2'' -0' 006E OPIN05N5 EDGE OF N051N6 I/4' DIA STAINLESS STEEL HANDRAIL EFFORT 1 I/O' OD. STAINLESS 51EEL HANDRAIL 1 1n' DIA 1 HANDRAIL 11360845 1112' 113/08480 IN' DIA START ® STEEL HANDRAIL S1PPDRT . 51EEL PLATE TAPERED VERTICAL DIA WL1D ;11 �1PPDRr PANTED 5160 HDRI% STEEL PLATE �,® 1READ5 t RISERS PEf�O FL METAL IY STEEL ClWI19- ' I woo is i II I I/O' OD. STEEL HANDRAIL I I/O" 0.12. 57tH. HORIZONTAL I In' OD 5TEELVERT1CAL 51EE- CHANEL 51RIN68t 51E£_ PLATE TRE■125 t RISERS I In' OD. 5TAINt 5T®. HANDRAIL [ I In' DIA WOOD fTAHDRAL WEED 00005. COVER V2' STEEL PLATE TAPERED VER ICAL EFFORT 000'0 ATED METAL STEEL RVM I EL FIRMER 5003 PLATE 11111315 t R1535 TWEED NETAL catEZ ANCHORS STARE% FEEL SLEEVE O DETAIL 3 5 STEEL 0565*5 FRN6e2 RIBBED METAL COYER DETAIL 1010844 110' =1'-O' i - 51131CHANE L DECK 5ng BEAM (SEE: 50111CT 061) 1 3' STEEL 14650 3- 1 REVEAL / PERFORATED METAL OR 600501 BOARD (SEE ELEVATION) 3'X3'X STL AN4LE SUPPORT A5 REQUIRED ILANSER WIRE LI6HT FUME A5 SCHEOLLW 3' STEEL 14A1tt7- REVEAL Pei 0RA1ED METAL 1 in' OD. STAIN -55 STEEL GUARDRAIL 11n' DIA 5000 HANDRAIL V4' DIA STAK 5 FEEL HANDRAIL 5FPORT STEEL PLATE —.. TAPERED VERTICAL SUPPORT I/O DIA SOLID PAINTED 5153. HORIZONTAL FLOOR A5 SO -WILED STEEL OHAT05a DWK 61RD02 PETL METAL 3' STEEL 04440 L REVEAL 1070842 ARCHITECTURE Revisions 77108thNE#400 Bellevue WA 98004 425.8226700 425.828.9116 Fax Arlan E_ Coffins Mark L Woes ATA Principal Architects FATIGUE TECHNOLOGY INC. 401 ANDOVER PARKEAST TUKWILA, WASHINGTON PERMIT RESPONSE SUBMITTAL PERMIT SUBMITTAL No. Date Item 8/14/00 7/7/00 LOBBY BRIDGE SECTION- STAA9WAY SECTIONS Title AT LOBBY Sheet No. A8. 4 WOOD NAILER BUR SYSTEM CANT STRIP O DETAIL Il /? r -0° 22 DETAIL I I/2" = PO ° SUSPEIDED CEILING SYSTEM COMPOSITE METAL PANEL SYSTEM PRE - FINISHED SFIff'F PETAL UNDER ROOFING MTERLAYI4ENT AND 3/4° SEX TREATED PLYWOOD SHEATHING 3 1/7 METAL STUD WITH TYPE 4 R -II BLANKET I4EM ATION PRE - FINISHED SHAT METAL SOFFIT LIGHT FIXTURE II �II I 1E - 10852 BUR SYSTEM CANT STRIP WOOD NAIL 3 1/2' PETAL STUD MTH TYPE 4 R -II BLANKET RELATION SHEATHING 8' CM1 COLIN& SYSTEM PRE- FINISHED 5iEET PETAL INTER R0Ck UNDE RLAYMENI AHD 314' EDX TREATED PLYWOOD I/2' X I/2' REVEAL iME- FINISHED SIFT METAL SOFFIT LIGHT FIXTURE 1 7.7 Q is DETAIL > ALIEN W7 NM SILL 4 OG I I/2' 4 PIPE 1/4 ROD &OPPOSITE PANEL 1/2' SHEATHING CONT WOOD NAILER ATTACH TO RANGE OF STIR 4' x115' 6A STUD EL = +10-6' S. _ 40'-0' REFER TO PET. IW/ASS REFER TO VET. 20/A83 EL=+18' -10' +18' -2' 1131 _Pet85 -I1 B_ _ +18'-10' EL = +18' -2 WOOD BLOCKING ANGLE BAR SUPPORT alfmk rismiNATPTIN ear DETAIL 3/4 1' -o- STOREFRONT 1137J0d85 -12 FUME 6NB 11 NIE SSEATHYK 02x25 CHAMF3,. . FIRE FIL4w MIL SHEATII146 RE 5 7#16 DETAIL 3/4' = 1'-U PRE FINISHED MTL RESIDES ING — i\Aa immi MIMi / 3• e 17 DETAIL I IR =1b' O DETAIL I V2 COM' PAS 5/8' PLYWOOD mu_ FLAWING — 24'PAYER PAVER 9PPORT WAT'ERPR00r ME119RAN✓E ® DETAIL V2'=N-0' EL r +18'-10' REFER TO DET. IT/A83 II3T_Det85 -I8 COMPOSITE PANEL /2" SWATHING COM WOOD NAILER ATTACH TO FLANGE OF snip EL; 415' -4' 1 C12.05 CHANNEL BIRD SCREEN 1 V2' L WEAK MIL SHAPE STORE PRONE 11 DETAIL O DETAIL 1131_11065-16 3 /d' =1 '1137_10e185-11 3/4"--1•41 PRE FINISHED MTL RIB SIDING 14 DETAIL IlOT Oct85 -W 3/4' =1' -0' 1137 Det85-14 LINE OP all EBONY .. 1137_Od85 -13 a205 GPM@ FREAK NIL SH ATT= 50:1FE FRONT LIE OF GMl SIAM SEALANT 012,05 CHAMEL SHEATH* PRE FINISHED MIL' RE SEINE 1137_Det85 -06 I O DETAIL 3 /( =1'-HP O DETAIL 9 3/4' =1'-0" 1137_NESS -V EXIST TILT -VP GONG PANEL EXIST TILT-UP GONG PANE, EXIST TILT -UP CONE PANEL' SEALANT 012‘25 CANNEIEL ANSLE STORE FRONT E J STUDS NU TYPE 4 R -II BLANKET mural Cl2 MS CAMAS_ O I CORNER DETAIL 3/4' =1' -0' 1137_5885 -01 ims . I C_ireizED SHEATHING COMPOSITE PANELS STUDS NV TYPE 4 R -li BLAW.ET INSULATION COMPOSITE METAL PANE rsi@—LW—! CONDO EEMIEL CORNER DETAIL EXTEND iNSILATION' AROUND VENDOR TILT UP CON&' WALL P 5/8' 6119 SILL STORE FRONT 4 HR AREA 1 SEPARATION WALL DOOR (As scam) DOOR SEAL DOOR FRAME 3/( =1' 1137 Set85 -03 3112' PETAL STIR WITH • TYPE 4 R-II E ANKET IE1LA (ABROGATE, MET AUG 20 200Z 11310852 FATIGUE TECHNOLOGY INC. 401 ANDOVER PARK EAST TUKWILA, WASHINGTON ARCHITECTURE MERIT RESPONSE SUBMITTAL PERMIT SUBMITTAL No. Date Item Revisions REGISIERED ANCII7ECf PEAMn cern -, Project NO. 1137.00 ',.. Date 9/1/99 Drawn By MGM Title 777 108th NE #400 Bellevue WA 98004 425 822.6700 425.828.9116 Fax Arlan E CoItins Mark L. WOermar, Principal Architects AFA 8/14/00 7/7/00 SHELL AND CORE DETAILS AC-I ON ROOF < MECH. SHAFT SECTION 1/4.=1.-0. M ECH. SHAFT SECTION V4' _ I' -0• 5' -0j 5' -0' EDMECH. SHAFT PLAN - 1st FLOOR - -�9A) 8.3 B; O MECH. SHAFT PLAN - 2nd FLOOR V4• = P-o. .9 () MECH. SHAFT PLAN - 1st FLOOR KEY NOTES OI NEW 20' X 40' RETURN AIR DUCT O2 NEW 20' DIA SUPPLY AIR DUCT O I HOUR SHAFT WALL ASSEMBLY 4< EXISTING ROOF TOP MIT , EXIST. 20 X54' SUPPLY DUCT O EXIST. 24" X 40" RETURN AIR DUCT 01 HOUR SHAFT ROLL A5043I Y ARC'HITECTHRE 777108thNE #400 Bellevue WA 98004 425.822.6700 425.828.9116 Fax Arlan E_ Collins Mark L.. Woe®an, AI& Principal Architects FATIGUE TECHNOLOGY INC. 401 ANIDOVER PARK EAST TUKWILA, WASHINGTON PERMIT RESPONSE SUBMITTAL PERMIT SUBMITTAL No. Date Item Revisions Title Sheet No. 8/14/00 7 /7/00 Pmjea llo. Date Drawn By PEGKrenw ARCHITECT PEW, CENT. 12700 9 /1/99 8]e SHELL f CORE DEALS A8.6 GENERAL REQUIREMENTS GOVERNING CODE' The 'Uniform Building Code, 1997 Edition, as adopt. and modified by the City a Tukwila, shat govern design and constriction. REFERENCE STANDARDS: Reference to ASTM and other standards incorporate these Mandards into the contract as though included in their entirety. Reference to a sped section does not releve the contractor from corrytiance with the entire standard. The hales) edition of the standard shall be used uriess a sped dale a ttliceled. DEFT NM 0.: The following definitions cover the r eanimgs of certain terns used in these notes: 'Architect/Engin.r - The Architect and the Engineer -of- Record. "Prepared b a Spe =7 is En - Prepar by a antler tbe..ect sp5wsion or a S1e 1ba1y Swaaal Engneer (SSE with a rivil ficemse issue by the Slate ot ed WasliSiglon. Sdimittas shall be 5artped and sigretl by tbe SSE - Submit for review' - Sbmit to the Nc hited/Ergineer for review prior to fabrication or construction. NOTE PRIORITIES: NMes on the individual drawings govern over not. on this sheet SPECIFICATIONS: Refer het. specifications for information in addition to that contained bit these notes and the 5rurtaal S STRUCTURAL DETAILS: The struclual drawings are intended to slow tbe general character and extent of the project. They e not intend. to Saw all details of the work. Details notetl 7ypicer apply to MmNar work drag.. Ibe project Bless noted separately. ARCHITECTURAL DRAWINGS: Refer to the arcNteluml drawings for .ormaton including but not kmiled to: itinerations, elevators, slopes, door and window openings, non -b.n. war., c.a. walls, stairs. Beats, awns charts, depressions, railings, waterproofing, finishes and other nonstructural dents. STRUCTURAL RESPONSIBILITIES: The struck.' engineer is responsible for the strength and ...by of to primary strocture in its completed forte. CONTRACTOR RESPONSIBILITIES: The contractor. responsible fa the means and methor. of construction and all jot related safety sta.aNS (e. OSHA and WSHA)- He respond,. for the .engm and shandy of Ore struc.e during construction He shat prouder temporary shonrg, braang and other elements rec irotl to maintain SabMy uMl the structure is complete. It is the contractors resporsrbikty to be familiar win ibe work required in the construction documents and the requirements for executing it property. The contrector shall a his daaetion eupby a Washington Sate registered 5ructi5al engineer for design of temporary bracing and shoring_ The contractor shat sib. plans showing the location, load. Ms and anchorage of a hangers supporting any mecha.cal electrical, plumbing or 6.n. bads in excess of 50 pou.s_ Any roafmoun. equipment shall be bdudud on these plans and shall show the bads, sae and location. Submit plans to be Amin, and E gineer- of-R.ord for review prior to instalbtion. DISCREPANCIES: In case of discrepancies betw.1. spe. lochs reference standelds and the gowning code tie Architect/Engineer will determine which stall govern_ 0.0mo...es sat be brought to the abenaon of the ArUrtel/Engreer before proceeding with the work SITE VERIFICATION The contractor steal verify all dcmetsbns and candtions at file sue. Cont6cts between the .wings and actual site conditions shat. bragM to ibe attention of tle Architect/Engineer before proceeding with the wade CO NSTRUCHON LOADS: Loads on the structure during constm.on shall not exceed the design bads as noted it DESIGN REQUIREMENTS below or the rapacity. partially completed co 4ubort ADJACENT UTILITIES. The contractor stall ...ne the bcelion of al adjacent underground W31ies prior to excavation. Any utility information shown on the drawings and det.5 are approximate a i not rmcez5ariy complete_ ALTERNATES: Alemates for specified items may be sutxndted to the Arddell6hgneer for review. SUBMITTALS • SUBMITTALS: Sbmmats for shop...nos, roll less, pretluct data, etc for gems designed by fire Engiee' of Rand shat AA made to the Archleci/Engineer prior to constmyion. The contractor shat review the sb&Nrel before foiwaang to Rte • Architect: Submittals shall be'. den time A ,vide : Nneweek review periotl ior the PrehrectlEngineec Sbmtais requryA for each section of these notes are spend o that section. • SHOP DRAW NG REVIEW: Review by the Artlilel/Engine. is. for general conwkance win file desgn concept and t contract documents. Markings or comments not be comWnM. he snarl as redwing lbe contactor from oonprance wth IDe project . plans and spec..., nor depaibees therefrom The contractor mamas responstie dereis and awray: for turf rang and correlat rg all quantities a. dimensions: for sel.thg fabicetion processes: for tee... of assaitiy and for performing work in a secure chanter. Wien sAp drawngs Mein, or add to the mgremen. of tie sbuctaal dra wigs: they stall be desgnsd and stamped by a Specialty Structural Engineer (SSE). Ref. to DESIGN BY O11-ERS below. DESIGN BY OTHERS: LOADS: Al pre-Eng neered, prefabricated. manufactured, or other prodxts desqued by others.. be designed for the tributary dead and live loads plus wind and earthquake loads when applrable. t.ne, w.d a. earthquake bads are shown below. Total design dead bads are shown 'b Jow_ Design stall conform to the speu3glvs. refers e sta.ards and govemng code Roof Dead Load 20 PSF Floor (Office) Dead Load 65 PSF Floor (Mezzanine) Dead Load 65 PSF Total Deflection Limit See DESIGN REQUIREMENTS Live Load Defle.n Limit See DESIGN REQUIREMENTS Truss Uplift Load (Net) See Roof Ran Notes on S2.3 DEFERRED SUBMITTALS: hens designed by others shat include calafallons, design drawigs, pm3# data and shop drawings Des shall be prepared by a Spe ® tty Sbuluai Ergihea and svb AbbA totter Ardtlect/E iginiecs fa neakw- These elenaas'txtnde bar are not lirtirted to: Concrete Tnl-up Pal. lifting and bracing requirements Cold Formed Seel Framing Curtain Wall Sy.ens Open Web Steel Joss and Girders Elevator Ras and Bumper Supports BddgeCrane l Bridge Crane Col @ find 16 Badge Crer - Rio: REVIEW: Review of gar Spelalty SbxturA Engineers (SSE) design and sAp diawegs's for comp.nce with desqu cetera and conpatibil.y with the design of the primary stni.rre and does not .eve the SSE of respor.tily for that desgn. TESTS AND INSPECTIONS INSPECTIONS' Ali cons... s subject to inspection by the Bukkng Official i5 acmrtlaxe wti UBC Sec 108. The contractor shahcoordinate a required Inspections .h the Bribing Officia_ SPECIAL INSPECTIONS.' In addition to dbe inspections refi SruRural worred by UBC k. Scs 108, to owner we enpby special irspedors n •l pcwig Concrete During the taking of concrete test specimens (:BUT /x7 fE6LFS� During the placing of reinforced comae. (COti Ti a MOLLS] Prior to and cluing placement of concrete around baits_ -" During ple.ng t reaorcing Seel Steel DS.ng the welding of a, member or comre.bn except as Mod. U. See1701 -55. During the welding of reinforcing sleet High-strength bolting by UBC Chapter 22 SWctu. Masonry Masonry inspections as spedhed in REINFORCED UNIT MASONRY So a 8 Foundations During earthwork excavation, gadira, peckeoar� qq and 3Ag operatics b saR y regrerre.s of IBC Chaper 8 and Appendix Ch33. LCO 01 - ..)1-6 14, ) All prepared soil bearing surfaces shall be inspect. by the soil engineer prior to pkndg reedot.ng Seel Special Cases Embed placement in concrete awl masonry. Dump grouting of epoxy-gr.. anchors am. reifadng bars. i t performed by - AP, -0, Fabricators'. rlefnetl m (BC Sec. 1701.7. (COIV7)uunLJ.S", INSPECTION SUBMITTALS: Submit copies of all inspection reports tofbe Mdfde./Bgir -5 for review. STRUCTURAL OBSERVATION SN<tual Observation Sal be provided in Sam. Zone 3 when refined by the Bg b Official accordance with UBC Sec. 1702. The own r shall en the engineer respcsb .. al k for the .M ddesign y b perform the structural observation as defined in UBC Sec. 220. The contractor Sal axxtli5ae wire the Ar.teonE wine to sdiedule for structural obsevatan. PREFABRICATED CONSTRUCTION. All prefabricated constriction shaft conform to (BC Sec. 17.. DESGN REQUIREMENTS DESIGN LIVE LOADS Roof (snow) Asembty Areas Offices Stairs 8 Landings E.t Connors Me.anial Rooms ' Mezzanine Storage Loading Docks 25 PSF 100 PSF 70 PSF (2) 100 PSF (1) 100 PSF 150 PSF i25 PSF 250 PSF (1) Stair treads designed for 3004 concentrated bad placed b poroce madman 5ress (2) Office loading in. Wes an addili�o psf partition boPng. W ND DESIGN: Basc 0055. Speed = 80 MPH, Epos5a4 q 1= 1.(�j SEISMIC DESIGN: Sesmic Zone 3, Soil Ty .i= 1.0,,RR= 4.5(concrete and masonry shear war.) DEFLECTIONS: Total Load.Defle.n L cot 1./364 Live load Defle.ton Unit U480 SOILS AND FOUNDATIONS REFERENCE STANDARDS: Conform to UBC Chapter 18 'Foundations & Retaining Wads' SOILS REPORT: Recommendations contained by - Report, Geotecn.al Engineering Services, Proposed Harting Eupanson Mueag LL C. Projec 401 Andover Park East' TSkwla. WA (Report 5,. 7699 -001) by Goo Engineers date) October 27, 1999 were used for design. SOILS OWOS TO. The Sots Engineer OW) bspect 61 prepared sold bearing surfaces plat° placeme. a concrete and reidaang Seel a. verily that soil are adequate to support the 'Alowable Foundation Pre5mxe' Shown below. DESIGNS,. VALLES- Alowable Foudalbn Pressure (Exterior) .... 2500 PSF Allowable Foundation Pressure (I.e.) 30D0 PSF Passive Lateral Pressure 300 PSF/FT Active Lateral Pressure (urestrai5 -d) 35 PSF/FT Active Late. Pressure gesbaed) 50 PSF/FT Coefficient of Slang Friction 035 FOOTING DEPTH Eke, perimeter fo..gs 5511 bear not less than 18 (055es bebw finish grade or by the geole5hnical engineer and t. balding off.. Interior fool.gs stall bear rot less than 12 inches below finish floor, CAST-IN-PLACE CONCRETE REFERENCE STANDARDS,: Conform. (1) ACI 301 96'Saidad Speci 555115 S... Concrete , (2) UBC Cltyter fig I FIELD REFERENCE: Keep a contactors field office a copy of ACI Field Reference manual.. SP 15, - Sanded Specifications for Structural Concrete (ACI 301) coin Se.cted.1 and ASTM Ref CONCRETE MIXTURES: Conform to AG 301 Sec 4'C.1crae MWures, MATERIALS: Conform to ACI 301 Sec. 421 'll55as for requirements tor ce515555us male5als, aggregates, narg w.erand adoixtues.,. SUBMITTALS: Pmwde all sbmtSs rear. by AG 301 Sec. 4.1.2 Submit mix designs for ea.l nix in )W table below. TABLE OF MIX DESIGN REQUIREMENTS Metter Type/Location .regtl :Test Max Max 22 (PSl' WIC MaaYS)' (In.g Rata Fou.a ns SabsonGretle & Sidewalks Exterior Interior Tn1-(U Wall Retaring Wall Sacs on Metal Dotlr Mvc Dewier N9esW (1) WC Cabo: Walercemen ious rare. - mhos Sall be based don the tots weigh of cementfious mat..: Ratios not stows in the table above 5e co5510Md by strength regremenis. (2) Cementttin0 Content: He use ally ash ot n 1554 l since 5.555 e co b stag stall AC1301 Sec 422,8.5 -50 b) Fa con.. used b a. floors, paged cement ardent shall cWmm to ACI 301 Sec 4.22.1. Acceptance or lower cement content is co.i gent an praidng supporting data to the Aalilel/Engineer for review and aaepare, Ai Content Conform to ACI 301 Sec 422.4. Hnn®ntal exterior surfaces in contact wfh the sot require Stan air. Use 'moderate exposure. Vertical ededa surfaces reg. - modecee expos.? Tolerance is *_ 1 1/2%. Ai co555f, shabe measured at point of placeoal (4) Stunp: Conform Uo AG 301 Sec4. 222, Slurry soil be ...fled al poll. d. . (5). Chloride Curie.: Conform to AG 3015ec4226 and Tade4226 for Revtorcetl Concrete MEASURING MIXING, AND DELIVERY: Conform to AC1301 Sec. 4.3. HANDLING. PLACING, CONSTRUCTING A. CURING: Coform. AC1301 Sec 5. CONSTRUCTION JOINTS. Conform to AG 301 c 2225, 5:1233 5221 and' 5.3.2.6. Johns shall be locet0 and m ea.. as on the rsbuchon drawings. ' Use of an acceptable a.m., surface uetader, port.. cement grout ro gtieiing tbo surface a not regret] uarss spedoaly noted on ...togs EMBEDDED ITEMS, Position and ware in place eipa am joint male4, anchors and other structural and noo... - 41 embedded dens before (lacing in con55e Contractor stall refer to mechanical. electric. 5450559. ara554554 414051gs and coordinate for other ente0ded items. (3) REFERENCE STANDARDS: Cc.orm to: rei,rcement Wall TMctrness 3 (2) 10' 1r. 4000 4000 3000 28 ' AST1A A185 Hcimnlal Bars Vertical Bars 140212 (14@tr5.5. i)4 @10 o.c. 155@150.s 14 @ 16 . 0.5. 14 @16'0.5.. 1t4 @1755. 14 @1r 5.c , 0.50 - Cont. He) MATERIALS GROUT: Use 5000 psi nonsnnt5 gmrtfur a9u n base p.es SHRINKAGE : Concrete sabs we continue to ...ter Rita pacement of op.,. Comrador and subcontractor shat coordinate jointing and .derior nate5 Dales m povide adequate 55515 ce Tor req.. stn.. frame ...age and shat irch., but not be km5d to a.tat555 dry.. store.. skag. a. mug apples. Conta4 Engineer for expected range... kage. TESTING ANDACCEPTANCE • • Testing Obtan samples and cord, tests b aanrdace coin AC135 11 ec 1.642 Additional samples maybe required to obtain axvete w5yuo at .mare iiava..n sown below_ Mold and are 3 cyb.ers for 28 day test age. Te5 one a 7 days and 2 at 28 clays: 5415 a_h =er=e. Strergtn s sataa5ory if It) The averages of 55534554555555155540504515555445,555545595 tests . (2) No individual test fall below tbe ed Strewth by tore than 500 psi, A. - tes' for accepace LSite average strength ...cylinders tested at. scarified test age CONCRETE REINFORCEMENT (HAG) 301 - 96 Standish 5pe615bes for SrWUai Cornets. 5550 n 3 Radaceme4 and Reidorcemem Supports'. (2)ACI SP-66 - 701 Deta5ng Mentor tf5ng ACI 315 'Details a.'9aaTVhg d Cau3e Reiaorcemem'- (3)CRSI MSP -1 "Manual of Saded Pnaa , (4)ANSUAWS Di 45m3Uai Wadug Cade - R.rfacog Stmt: (5)UBC Chapter 19, Compete. (6)ACI 31855 and AG 318R 95. SUBMITTALS: Conform to ACI 301 Sec 3_1.1 5..1a5.data and 4awig5- S r. paarg drawings slo wing fabrication 3mertansam bcetions for pacenreri of reiramnam and rota /uwur•t supports. LIFTING RE51I5EMENTS tor T8 -Lb Panels: The c.o.J5 5 ...de for design 9 are 0510159 aedl'ronol reinfo5ceme5 reared far f gpaels. MATERIALS: Reinforcing Bas ASTM A6t5, Gracie 60,ormed bas: Smooth Welded Nbe Fabric Bar Supports CRSIM51 Chapter 313ar Supports. T Wore 16.5 gage or heavier, deck annealed. M.a. ecel Connectors BPI Bar.. 5552 Threaded Couplers or epreled FABRICATION: Conform to AC 301, 5.3.22, •Fat ca.rr, and ACI SP. AG De.ting Manor. WELDING: Bars shall not be we.. tide. atlorzed When aWOrigd, Conform to AG 301, Sec 3.222 Welding' and PLACING: Conform to AC1301, Sec. 3.321'55rrend. )'5505595045155555555)45555055553.2.) Tolerances.. CONCRETE COVER Conform to the face.. coverSSquiem.. from ACI 301, Tale 3.3.23: SPLICES: Conform to ACI 301, Sec 3.3.2.7. Refer ...Lap Spine Sch.uk on 512, for typica spices. Splices shown on try.. s5ets control over the 5b55405. Use Cass B sp5555 unless noted. Me5aacel co labor s maybe used when approved by the •i - >. Location CL of Wag @CL of Wad Each Face Each Face S. 1.5.8.6 and cert hates of REINFORCED UNIT MASONRY REFERENCE STANDARDS: Conform to: (1) UBC Chapter 21 'Masonry, (2) ACI 530.1- 95/ASCE 695/TMS 602 -95 - Sp. ton for Masonry Str cbaes'. SUBMITTALS: Conform to ACI 530.1 Sec 1.5 Sauce for review shop drawngs.uding: (1) Masonry raforcement. sea' layout and gatle n accordance with ACI 5361 con... in accordance with ACI 530.1 Sec 1.511.5 (2):. Test reports for masonry prisms, b.. mortar and grout STRENGTH: T. assumed strength of the nasonry assemblage On is 1500 psi 5sed on UBC Table 21 -D and UBC Sec. 2105.3.. Nril Strength Met hod, using fug 0(1505 le stresses for design. QUALITY ASSURANCE. Conform to UBC Sec, 2105 'Quay Assurance' aM Chapter 35" MC St.dams (1) Masmry Prsma: D OS I consln.tio r beild and test sT three 8 3ms in acooa with UBC Sandam 21-1 ) in t for or an for Compre agency Strength bf Vase, Prisms. Burs preens urrdn b Iron 00 the pedal inspector to appro t t and tee by an appoved agency. Test a set of prisms f each 5000 SF (coal Pfsmtests prier to construction are not me gnred. Mortar Tee in accordance with UBC Standard 21 -16 - Fold Tests Specimens for Mortar'. The number and frequency of tests she be ...fed with the Engineer. (3) ra.:. Test in aaxrdaoe with IJBC Standard 21 -16 metod ...rig e d Tes5rg Grout'. Provide tests for (4) Blo JC'.Units.1be te5l4 piorto ardding cosh) .be...floe with 8e.on 2105.3.4.1 Concrete Masonry Units: Conform to ASTM C 90, Grade N-1, 11 Gumweight. Prow. 1900 psi mnpressive strength to achieve masonry assembly strewth indceted above under STRENGTH, 152055, Conform to ASTM C270, Type S and BBC Sec 2103 'Mater and Grd11'. P050045 may be based on laboratory or field speience or UBC Tale 21 -A IGinum arm. trmpremve strength shall be 1500 psi when tested in accordance with UBC Standard 21-16_ Genet: Conform ASTM 0476 and UBC Sec 2101. Proportions fray be or fed opener oe or UBC Table 21-B. Me(mum conpressive strength 20(10 when tested in accord.. ih UBC B 5155421 -18. L. line grout except coarse grout may be used where permed by UBC Table 21-C. Rehfadnq -Bars Cordorm to ASTM A615, Grade 611 Monied bans mess noted. Me.r del Connectors Median.. Connectors BPI Baspna -, by Basel Prairis, m 5554 ed couplers or CCBO approved egS555S WELDING... Bars shall not 4: welded u/as authorized W n autlam5 Cad5m to ACI 301, Sec 3.220 Wet rare • err. povde ASTM A706, grade 60 reinforce.. ANC RS: Consult architectural hr masonry aSJirrs Mw.kdnd the sbadual Mawsgs. HO drawings CONSTRUCTION Masonry shell be cora .. in accordance with UBC Sec 2104'Cashuctbd, and AG 530.1 Part 3 'Execution,' BLOCK PATTERN. Use running bad. 553NfiN0005 SPECIAL INSPECTION Spe®155115 o . s replied in amdarce 1111 UBC Sec. 1701672 Pmwde inspection cluing prepa5ien and tang of any required parr or test spec. s, at the slat of laying cods. after the placement of randed59 Sea; grunt space pier to each grouting op5a5on and cluing al grouting operations. MASONRY REINFORCING STEEL Ralnfor.ng shall mfmm to UBC Section 21022.10 Defmlled bas shat be Grade 60 unless otherwise rate, and stall: be searey plated in acOrdah..e wth uec Sections 2104.5, 2106.3, and 2107.22. )Mies otherwise noted on She pans, the minimum yr. ...ro ...roomer shall be asfalow. Horizontal ills Wall Thickness Vertical Ras Rum. Bad Stack Rand 4" 14@ 445.5 tee 48" o.c 8412)44o.c 6 15@44o.c #550445.c ' fag Or o.c 6' : 5032 4564r o.o. (2) 12'16@ o.c ".. (2)15@ oc (newer... Bond beans with horimma bar or bars.. be provided a4& aches on renter and at alibi. a. roof Ines and at IM lopR the coal, Provide a width ond beam w hhorizon. bar or base, al 99 9 5 .and,. trs pe e bas 2-5 past me oig at each side. Provide b a bar or bas vertically for.. toftle yard al ea.5.5de of openings, wall ends and biers.. .. Dowel to masonry was shat be em.Pled aIh ell, or booked :to the supporting she.. and be of tbe sane , : . ' . she end spacing as coal rei faring:.: Rerfortsg s5d stet be as speeded wider - TAacony- Reinforcing Steer... Pm. Loner bars to match the to erte v21 55)155.. a wad .5155555155559555558555455155-5 noted on the plans. PLC: Rarer to'Reifadng Soiree and Devebpmat Length Se./e.Masa5Casbalion', brlypital spices. Lap bars 48 455neters, minimum. 51450555444555595154555 Place n 5®5555¢ 99 (IBC See. 215.5. Spies shown on individual sheets wKrol over. schedule. MECRAN CAL SPLICE Appra;ed medan:al 555neclors stet be IMO ap t shaded use where.9lded and may be used elsewhere when approved by the Engineer GROUSEDCELLS:. FM cells containing seefor ring bars w9t gout a uammsShcts, ult. noted 5herwwise Reference UBC 2104.6 for masonry grouSw pocedues STRucrum I STEEL REFERENCE STANDARDS:. Conorm to (1) AISC"Manual of Sled Construthon - Alltieraile.ass Msgrl' (2) MSC 'Code S Standard Prat 65Ska5il0ngs8&Age' (3) "'. RCSC'Specthuation for Stru. aJoasusa. ASTM A325 or A4130 Bolls (4) ' AWS Olt Wading Code - Steel- i. SUBMITTALS:: SSbmd 6040 41555555 in accordance with AISC Sp...o n Set Mi ;5hop Drawings, S55i welders cerlficeles verifying gafifcatbn w5hfn past 12 non. MATERIALS: Conform to., Structural WF Shapes Other Structural Shapes Bars 8 Plates Steel Pipe Structural Tubing Botts Hig19)55 th Bolls Anchor Bolts (Headed) ' Anchor Bolts 5 -type) Threaded Rocls Headed Steel Studs AS I. A572 Grade50. ASTM P26 ASTI. A36 AS14 A53, Grade B AS17A A500.Ga.B ASTI. P307 ASCU.. A325N ASIDA A307' ASTbI A36 ASTM A36 ASTM A108. Welding Electrodes E7NOC Epory86pansbn Anchors Wei oreatakmt WELDING: Conform to AWS D1.1. Weldm'sal be vended. accordace wit AWS req.... Use E70 electrodes of type required for materials to bewailed BOLTING: ASTM A307bohsshabe installed 'snug rice' per AISC.Seco56 Rt^SC8(c)- AST. A325 bolls shad conform to the o 50 5 55 5 9 45 ) ) )_ HEADED SHEAR STUDS:_. Al shear Suds shot be 3/4• .meter unless noted otherwise .mreat shit .be shown on drawing. 4505.. studs. 55 waded in accordance with AMR 01.1 Chester 75ed N5JDa5g. DEFORMED BAR ANCHORS: Defamed bar aciorssa be type 02L by Nelson or egava5hr eren5511 OrepatSH2- 5217. All deformed bar an fors shall be the drsrefer spedM on plan or dotal and Sari be ASTM A496- Ba length specified shall be after wed_ Wedsbelf be sufficient to develop the capacity of .anchor. \ . shall be FIN or equivalent • a •._•.4 •• arnctrors and ..0 Inst.. amhiace coin oramALres rmunohs. Embedment Sal - p.rava regul -. be as swings. FABRICATION' ' Confomn to AISC Speclkatbn Sec' 112 •Fabrrce5arf and MSC Cork Set 6 - Fah.ation and Delke5y Perform work on p553455 of a fabncetor approved by the f 7datg.fi®1� _ SHOP PAINING: Conform to AISC 55 55 55 nd AISC ( Sec 65 a a° a c system s reamed per for t o 5 15 5 Do with prime er does not ogi All O rL t h a s45 5 5 15 55 be 15 be concealed co o f stop pant amu int unless bush ( T be in coma eb concrete) )5s0. One 9 5 appr n t e r iilg. Al der eel5 rer huh 5-55 as am o f top pa projec e an to one mat t printer Medaided asapmi toranci&coa sysf Refer lode project specifications for primer and lap45504095[s I GALVANIZING: All e9osed steel outside the buldrn5 envelope shall be hadpped g ka555 Apply fat tou.5ups Per specifications ERECTION: Conform to AISC ...cation Sec M4 ErmSat and AISC Garde Sec7'Ere Oar. Steel shall be carded up true end plumb when the troths defined in M. G.° See 7.11. BRACING: The contractor shad provide temporary bracing by Also Sped on Sec M42 and Al. Cote See 7.9. - Temporary- Support of Structural St, Frames' ARCHITECTURALLY EXPOSED STRUCTURAL STEEL_ Seel 55tbed by to Mottled as.Nd5e.ua58. Exposed Statue' Steel, (AESS) shall conform to Sec 10 ofA1SC Carle STEEL ROOF ANDFLOOR DECK REFERENCE STANDARDS: Conform m: (1) SDIpe codas and Commentary for 51.1RM Deck, COnporge Seel Floor Del, and Nri Steel Fbor of Re (2) SDI - Code of Reconm -coded SlaSxbN Practice (3) 0)51 "Specification for the Design of Cold-Fanod Sled Structural Ma.SS, (4) AWS D1.3 - Strudual Welding Code - Sheet Seep SUBMITTALS' Submit shop drawings 045 bads, diaphragm cepallies, span layout and Nosing r5ryrenents AI openings gs shat be ii haled on p.s. MATERIAL: ASTM A446, Grade A, Ga5nisd in 955645ce with A5DA A525, 660. 14dnvnn Wed strength shal be 33 KSL '.. TYPE: Deck shall be •6)-P' type as shown on ...brat 3 avags based on 3 span - 5.55550 condition Heavier 959559 maybe required for coalitions other .n these Mena. deli types and gage, .1i li g a hard 1.0 repo, sill be subnitted to the ArdffiecU •sneer prior to rip.. INSTALLATION I5Sall deck in accorda5wt5 manufane hrs nsbch and d stop Pawing, A 55.3. is shat resi5 he t upla forces and me diaphragm she forces 5how sn oat. orawbgs Waring star conform to AWS 01.3. Kamm err. lep shall be 2' centered over supports. Minimum baarig shag be r: OPEN.. Deck openings less (ben6" do net regae reYtacemei For larger opeigs, refer to typed deha. ACCESSORIES:' Deck manufacturer shall turn, shoring plats, dosrelp.e, ridge and vetey p4es cell skps. scarp pan, flashing and all other fight gage.534 material required to compote the work CONCRETE FILL Conform to notes lh. Sea for ,CAST-IN-PLACE CONCRETE and CONCRETE REINFORCEMENT. Provide minimum 3000 p concrete and W WF 6x6Wt 4x0014 unless noted...sse 11 DECK FASTENING Mwm505 est..., unless noted othewse on the m�E sear ta5enng slat be esf iiz diameter p u d d l e at s r at longhair!. and supports. , Atie 2 0 2002 puddle ' TOp seam weld @ 12• cc. at side lap connections OPEN WEB STEFI JOISTS.'. REFERENCE STANDARDS: Conorm to. 1 SJI 'Standard 5 ecffications .r Open Web Sea Joist, KSa 5', (2) SJI 'S) nd dSpecilcat for Lo Seel l Jots.LHS55es and Deep Long pan S[eet JrxnS OLH Series, (3) UBC Ch pi 22; Divice IX Open-Veen Sea Joists, SUBMITTALS: Subm t structural calculations and shop drawings stamp. by a Pmfessbta Stru.ua Engineer registered it the date. Washington.. Reference DEFERRED SUBMITTALS above. SIZE: Jowls shall be designed by Ibe manufacturer for the bads indicated above and on the drawings. Design five bads are !Wed 4555 urder'DESIGN REQUIREMENTS', this sheet Total design dead bads are shown uper'DESIGN BY OTHERS" this sheet. Design shag include 8e effects of wind uplift as well as ogling 5 snow, when. appecebie, in accordance with UBC Appendix Chapter 16, Division 1, as shown on the stmdural plans, and for fire spOnber hipped l oads, where appficabe, h accordance wrtt UBC Table 16-8. Deflection Units shall be as noted under DESIGN REQUIREMENTS. ERECTION AND STABILITY: The overall atabifdy 5 the joist systems the resp555blily of the SSE (SJI suppler). Careful attention shall be given to the 5ablily of the joists during erection in accordance with UBC and al sections of Ibe SJI Manuel Spe4caM, sections in the SJI Menai on 'Bridging - Election Stability and Handling and 505,5 and Erection" shall be card. 54555d by the SSE (SJI supplier) to provde 5labili y or al members at all times ACCESSORIES: Al bridging, drag shuts, drag splice plates, and bottom agrd bracing at girders and joists shall be pmvfded and designed by the supplier. REFERENCE STANDARDS: Conform to: (1) AIS) "Specification for the Design of Cod- Form. Steel Structural Members'. (2) AW WC' Wel and Coifing Standards" Sec. 9.8 "Exterior Steel Studs Wall Systems'. (3) ■ AWS D1.3 . ..twat Welding Code Sheet Seep SUBMITTALS: Submit sbu lure) 551955fons and slop drawings stamped by a Professional Structural Engineer registered h the Sate ot;55gton Reference DEFERRED SUBMITTALS above. Sub= shop drawings indical rg member sizes, spacings, and d ma5terials: shop and field assembly details and connections; type and bcaian'of bolts, welds ar. 0h5 fasteners, design five and wind bads; bradng or diaphragm design toy e55: loads Submit product data and proof of 1.0 approval for finning menbers'a. fasteners. , Sub. calculations prepared by a Notes.. Engineer in the state of W555595on for al member and connection design. MATERIALS:' 16 gage and heavier shall be ASTM A446 Grade D or ASTM A570 Grade 50, Min Fr50 KSL 18 gage and fighter shall be ASTM A446 Grade A or ASTM A570 Grade 33,: Min Ft . KSI. Sheet Mel. Screws Grabber Wafer Self- Drilling, l/8 x 1/2. Track to Steel Hili SDM 14 THP,' Track to Concrete Heti Metal FR Anchors, 1/4 x 1 -1 /4, Weld Mat.. Conform to AWS D1.3, Ends and Trio. Suds and Trade shall be galvenzed in a:corda5a with ASTM A525, G60. Fastenings not shown r..n Ito drawings s. dlr be es recortnerded by the manufacturer. S17E AND PROFILE: Cmldformed steel framing members shall . of the sae and pr... shown on the drawing Members equivalent in shape, size, ...ass, and strength by mal5acluers notlisted on the catrat doaments s may be sWSduted for fmnilg members shown Alemae members shall be subject to review and approval by (be Architect I Engineer. DfTER)OR WALL ST105 DESIGN CRITERIA The magnitude of the lateral force shall be 54559)54 by uvng Form. 32 -1 of Satan 16322 of the 1997 UBC for seismic loads or by using. Formub 20-1 of Section 1620 a the 1997 UBC, whbbeuer is greater: Reference DESIGN REQUIREMENTS. this sheet for badly dens L.14 five bad deflection to 0360.) Reference 1997 NEC Section 1633.2.4.2 for det5ged design 58945 5831 The studs shall be braced to t5e clew' struct0e so as to not i.derewtrdher bades05e project : _.. INTERIOR WALL STUDS DESIGN CRITERIA The lateral force and deflection ire. on W.or partition wall shall be per 1997 UBC, Section 1611,5. Reference DESIGN REQUIREMENTS.. sheet for bads g alerts. The studs shall . braced to fie new sbuotue so a5 to not interfere with 55455 trades. the project. Sea plate embeds r.3i need S5 be designed trio ill tle post-tensioned or test- p.ce slab. The quantity and placement of the embeds wiI be the responsibility ...al 500 DEFORMATION COMPATIBIU'TY: The design of std wok sh a consider the effect of diteremial boor vertical deik tbns under lye kale, ERECTION. Erect fram'sg in accordance .11 nan)232555rs instructions and slop drawings. STEEL STAIRS,. REFERENCE STANDARDS: Conformto: (1) 'BC Chapter 10 Means of Egress„ IBCTades 16A &B. (2) NAAMM `Meta. Stems Manor, (3) A155 - Code of ant Struauat Seel Bul3igs (4) AISI 'Code of.Spec lm for Rte Design of Cold -Tarried Seel Structural Members", (5) AWS 51.1 5tnchral We555 Code.- Steer. (6) AWS D7.3 'Strutuat Welling Code' -Sleet Seer. SIBIATTAIS. Submit stn. . calculations and shop drawings 5anp5,by a P5055 iora St..al E5gmreer regster54 in to state of Washington. Reference DEFERRED SUBMITTALS above MATERIALS... Struck. Steel Shapes a. Plates Shea Seel (Gaysnaed) 582 Pipe Sail Bo1s Vy its. SSUYUaI Steil V... Sheet Stmt Headed St, Anchors COLD- FORMED STEEL FRAMING Size Lenoth Dam5er 6d r 0.113' lid 2 -1 /2 0.131' 10d 3' 0148 - 12d. 3114' ifitl 31/2 0.162 2? � ASTM A36 AS A446 ASTM A53, Grade B AST...07..325N AWS 01:1 AWS 01.3 ASTM A108, AWS D1.1 STRUCTURAL REQUIREMENTS: (1) 4x in3.e 55535.. risers. Yrkgas. .dings, ratings and all coon moss including connections to the primary structure trims noted otherwise_ Al .sets regeed ...mart to the pr., sbWure shall ..signed and pron.edd by the star supplier. (2) Loads 552 beads shat be 46gned for 100 PSF We bat or a 300 b. concentrated bad paced to produce umn stress whittle. controls.. 345550 e. lan3ngs stall be designed for 100 PSF 555 bad Live load dete.on shall not exceed 1133) or tie span_ i3) Rahn. The comp.ted handrail and sppatng sWaue and 555505 shall be designed to rest loads as _ .® . ®o... "",x._.__.Y.,._.5.^y"^...° red rceist bads as specified in Table 16-8, Too bhle 9 ARCHITECTURAL REQUIREMENTS: Conform to shape and configuration shown on the entree.ral drawings_ Consul the Pole. w roth moons for ...a iriormathrt CONCRETE FILL .Conform to notes, this steel for CAST- INPLACE CONCRETE and CONCRETE REINFORCMENT.. Prove nekrun53000 psi con.... WWF 6x6Wt- 4xYJt.4 unless,ed on medrawings WOOD FRAMING REFERENCE STANDARDS: Conform to (1) UBC Chapter 23 'WOOD (2) KIDS -151 and NDS5uppter..- 1991 . ..renal Design Speo5icahoo for Wood 0555554150 SUBMITTALS Sbm stop drawings to the 450del/5wineer for retiew_ Slop drawcgs shall include mem5r size. spamg, c d n b e r , material type, grade 0450 shop... a. awe.. types and location bolts welds and IOENCFICATION MI sawn lumber ad pa -5955)2 .naetl waxy products sisll be 5etfied by grade ma. or a certiFIce. of ispection issued by the caMyig agency_ ' MATERIALS Sawn Lumber. Caform to grading Nos. WWP, WCIJB or ILGA: DIAPHRAGM CAPACITY: Deck shall be proved as indicated co plans- CssssO rs shag be gate per pkns and details t the deck or comedians deer from the design dray.gs, the aHrador sled subne ICBO Ruch Reports as proof that the alternate deck ants connections are eguivale. to or greater it capacity tan those shown on 8e 3avags Menace has ney be used subject to 555 and approval by me Smm.urS Eng.er, ...bon of hap. for the 5a55g of rated sheathing a subject to review by the ...al engineer prOr to 58545 x The 5555( 3 rmete5ks are -- • , limber manufactured by Trusbsl M04idan CSOttaim and were used for the de- sign as shown on the pas.: Alternate 59 5urali5ers may be used sbje3 to 5e5ew and app.. try the Aro.e. and Structural Engineer. Alternate jo4 hangers and other'5952955re may be 551555052 for the dens sown provided they have I C B Q approval for egivslent or greater bad capacities. Landed Veneer Lumber (LVLY. Conform to TES Report No, NER481 or CCMC Report M. 056765- NAILING REQUIREMENTS Prove mnlmurn nailing m accordance with UBC Table 23-BB -1 59550 St-d. except 5 Mod t. drawings. Nars Sad be'b555 flush and shall not baclue the surtxe'afsleathi PESERVATNE TRFATMEN Wood maters 8 R F a1 are replied to be 'treated in accordance w9h (BC Sec 2306- - °Pray a. Termite Protection' she conform to the anemone...ids a tie Ame5ran Wood-Presenters Asso®. farm (AWPA) for sawn tuber, glued laminated timber, round poles, wood piles and no. pies Follow Arna¢an Lumber Standen.5055 58 (ALSO) qu a5y assurance procedures. Products shat bear the appopste mak. Member Use Sts Speees Grade Light Frarti g 2x4.413 Ibug-Frr Larch Standard Josts &P.fs 2x6 -2d2 Doug -Fir larch No.2 Beams 8 Srigers 44 - 6.2 Dough Lath No_ 2 Hither Can -.as Sloe be - Strong T ' by Simpson (55595 No_ 0 -98 and stall be cab. ct by flier and arbor- Alemae connectors by 5855 mania., may be stsltied provided they Faye !CEO. app . for egdyek5 or greater load cepa., Canes'. star be inst.. per the manufacturers • 8m.doms Were connector straps correct two members, place uia+85 of the r.ds or baits b each member. Provide washner5 wider tit- leads and n2S of ad b.is and .} screws beaig on woad Unless M. other.. all nets.. be common. Wood Fasteners Conform to UBC Sec 2318 ' - Ember Connections and Fasteners Unless noted otMwise all marls slatbe common Nat sas spe.Fi. on ere drawings are based on befolereg spedi5atiom: ARCH'ITECTURE 777108th NE 8400 Bellevue WA 98004 425.822- 6700' 425.828.9116 Fax Arlan E. Collins Mark L. Woermas, ALA Principal Architects DCI D' AMATO CONVERSANO INC. 2821 NO RTHUP WAY - SUITE 200 BELLEVUE, WA 98004 PHONE: (425) 827 -2738 - FAX: (425)827 -8966 WEBSIIE ddagineascom FATIGUE TECHNOLOGY INC. 401 ANDOVER PARK EAST TUKWILA, WASHINGTON Qi 8/21/00 5359615 BAIT COMBO BSO5 Sheet No. Date Item ISSUED FOR PERMIT ISSUED FOR PROGRESS EXPIRES 10/2/01 STRUCTURAL GENERAL NOTES, LEGEND, ABBREVIATIONS Title 1 AND DETAILS s1.1 DRAWING LEGEND AND ABBREVIATIONS MARK DESCRIPTION MARK DESCRIPTION O FOOTI SYMBOL (REFER NG SPREAD FOOTING SCHEDULE) I INDICATES WIDE FLANGE COLUMN G PRECAST CONCRrE WAIL CONNECTION SYMBOL (REFER CONNECTION DETAIL) o INDICATE TUBE STEEL COLUMN Q1 SHEARWALL SYMBOL I (REFER WALL SHEARWALL SCHEDULE) v' INDICATE WOOD POST /COLUMN A' TRI -ANGLE o INDICATE STEEL PIPE COLUMN, : 22 PRECAST CONCRETE WALL PANEL NUMBER (REFER WALL ELEVATIONS) 29, 29 INDICATES CONCRETE COLON O INDICATE MASONRY WALL. REINFORCING SYMBOL (REFER TO MASONRY WALL REINFORCING SCHEDULE) 28 MOMENT'FRAME CONNECTION CD DRAG STRUTWELD LENGTH (REFER TO TYPICAL DETAIL) /6 INDICATE WOODOR METAL STUD WALL t f SR INDICATE NUMBER OF STUD RAIL REQUIRED AT COLUMN (REFER TO SAID RAIL SCHEDULE OR DETAILS) 56 INDICATE MASONRY WALL 48 01 ROOF /FLOOR DIAPRAGM NAILING SYM LING SC (REFER HEDUL TO DIAPRAGM NAIE) 63 '� 63 INDICATE CONCRETE /PRECAST CONCRETE WALL T /SLAB ELEVATION SYMBOL (T/ REFERS TO COMPONT EN THAT THE. ELEVATION REFERS TO) 55 INDICATE WOOD /CONCRETE SHEARWNL 1' -0" I , Q-03 SAID BUBBLE (INDICATE NUMBER OF STUDS REQUIRED IF NUMBER EXCEEDS (2)) S. INDICATE BEARING WALL BELOW -® INDICATE STEP IN FOOTING (REFER TO TYPICAL STEP IN FOOTING DETAIL) /10 POST - TENSION DEADEN° MAN) I/111. vsLA E77JLS OR SECTION CUT (DETAIL NUMBER /SHEET NUMBER) ( H POST- TENSION STRESSING END (PLAY) O x ® DE OR SECTION CUT IN PLAN ANEW W (DETAIL NUMBER /SHEET NUMBER) L� POST -.SOON PROFILE (PAW) 101' '101 132 INDICATE LOCATION OF CONCRETE SHFARWALLS OR BRACED FRAME ELEVATIONS t--40-5 INTERMEDIATE STRESS. (PLAN) SPAN INDICATOR (INDICATES EXTENTS OF FRAMING MEMBERS OR OTHER STRUCTURAL COMPONENTS) \---' INDICATES DIRECTOR OF DECK SPAN ABBREVIATIONS W.il,Board 1 Diameter Elevation Face'. Sq.Ft : Foot Vertical strand Veneer m " Opening Units Contract Scale, Diameter Face' Steel e,. Plate PARTL Portia! PEN Penetration PEEP Perpendicular PL Property Line PLWD Plywood PP Partial Penetration PREFAB Prefabricated I PRL Parallel PSF, Pounds per Square Foot Pounds Per Square Inch PSL Parallel Strand Lumber P -T Post - Tensioned PT' Pressure Treated R. Radius RD Roof Drain REF Refer/ Reference REINF Reinforcing REED Required RTN :Return REST Retaining SCHED Schedule SECT Section SHT Sheet SHTHG Sheathing SIM ..Similar.. SP Space. SPEC Specification SQ Square SF Square F.., SST Stainless Steel' STD Standard STIFF Stiffener STIR Stirrup STL Steel STRUCT Structural SWWJ Solid Web Wood Joist SAI Symmetrical T Top 1/ Tap Of TSB Top 4 Bottom T4G Tongue 8 Groove THK Thick TIM Timber TOS Tap Of Steel TRANSV Transverse TYP Typical UBC U iform ,B ..nq Code UN Unit Heaters I LINO Unless Noted Otherwise VERT Vertical or W/ With W/0 Without WD Wood WHSS Welded Headed Shear Stud WP Working Point ANNE Welded Wire Fabric Plus or Minus Aa Anchor Bolt' FL Floor ADDL Additional FIN Finish AESS Architecturally FAG F ' Exposed Structural FL F Steel FS Far Side ALT Alternate FT Feet ARCH Architectural FTG Footing ASPH Asphalt F/ Face of 8/ I Bottom Of GA Gage BTWN Between .GRAN Galvanized BLDG. Building GL Glue Laminated BLKG Blocking Timber BV Beam GR GradePSI BOT Bottom S. Gypsum C Camber GYP ,. Gypsum CAP Cae3trocRlaoeor HDR Header ' HF ..: Hem-Fir Control Joint HGR Hanger CL or Centerline HDN Holddown O HNDRL' Handrail CLG Ceiling I NORIZ Horizontal CLKG Caulking or H ' C. CAearete Masonry HP High Point ID Inside Unit. IE Invert' COL Column IF Inside CONC Concrete IN Inch CONN Connection INT Interior COAST Construction JST Joist CON! Continuous KSF Kips Per CP Complete LATE Lateral' CTC BenSdrotoNienter LBR Lumber LD Load C'BORE Counterbore LDG Landing C"SINK Countersink LF Lineal DET Detail LIN Lineal DBL Double LL Live Load D. Development LLH Long Leg Dr" Douglas Fir Horizontal DIA or Diameter LLV Long Leg DIAL Diagonal LP Low Point DK Deck LSL Laminated DKG Decking Lumber DL Dead Load LVL Laminated DN Down Ma Lumber DO Ditto MAX DP ,Depth MECH Mechanical DWG .Drawing MEZZ Mezzanine DWL Dowel MFR° Manufactured E. 'Each MFR Manufacturer EF 'Each Foce MIN .Minimum EL Elevation 1 MISC Miscellaneous ELECT Electrical: ', MO Masonry LFV Elevator MAS Masonry ENCL ':Enclosure MU Mechanical EQL I Equal NIC Not In EQUIP Equi No Number EWIV Equivalent NON Nominal E1V Each Way NS Near Side EXP JT Expansion Joint NTS Not To OC On Center EXIST Existing OD Outside .1 Exterior OF Outside FD Floor Drain OPNG Opening FON Foundation OPP Opposite' FIN Finish' OWSJ`Open Web r'LG Flange " Joist BAB SIZE MISCELLANEOUS BARS' TOP BARS (see ote #4)' 'Ld Glass Splice Glass Splice Id Glass Splice Class B Splice tc - 3000ps 18 �. • 3 17 17: 23 22 ;22 29. 4 22 : 22 29 29, 29 38 5' 28 28 37 36 "'36 47 '. /6 33 33 43' 43 `. 43 56 /7 48 48 63 63 '� 63 82 18 55 55 72 72 ',72 94. /9. 62 62 81 81 81 106 /10 70 70 91 91 ,91 119'. /11 78 78 '102 101' '101 132 Pc= 4000ps' IIEEREBIIIMIIIIIIMIIIIMEI 25 25 i mm® mIMIIB® 31' ® 01 6 29 29 38 37 37 49 7 42 42 55 54: 54 71 B 48 48 63 62' 62 81 /9 54 54 71 70 70 91 /1 0 '61 61 80 79 79 103 /11 67 67 88', 87 87 114 DEVELOPMENT OF REINFORCING IN GROUTED MASONRY CONST DAD TENSION COMPRESSION S. GRADE60 GRADE60 /4 24" 18 �. • 16 : 36" 27" 17 42 " 32" IT 54 , 41" NOTES: 1. . TENSION DEVELOPMFM AND SPLICING SMLL 'BE USED UNLESS COMPRESSION SPEaFICALLY NOTED ON DRAWINGS 2. BARS MAY BE CONSDERED SPLICED WHEN PLACED IN ADJACENT GROUTED CELLS, P ER, EVEN IF IN THE SAME CE11, ANY TIME BARS ARE. NOT IN CONTACT T S SPlI LICE LENGTH SHALL BE INCREASED Err 20R. 3. MAIWMIM GROUT LOT B 5' -0" IN ACCORDANCE WITH U.B.C. 2104.6.1 REINFORCING SPLICE AND DEVELOPING LENGTH SCHEDULE FOR MASONRY CONSTRUCTION SCALE: NONE VERTICAL CONTROL JOLNT o1AIT MORTAR tc CHN_K REF ARCH FOR FIRE REQUIRENDOS `C! IRE° AUG 202T72 TERMINATE HORIZ REINF 2" FROM CONTROL JOINTS. EXCEPT O FLOOR & ROOF BOND BEARS INEISMINEROMMISMITEIF PROVIDE CLOSED 910 !LOCKS AT 03NIROL JONTS. TYPIGL PROVIDE 5-0 LONG SMOOTH DOWELS (SAME SIZE AS HORIZ REINF) ACROSS JOINT.'. PREVENT BOND BETWEEN BAR AND GROUT WTI GREASE OR PLASTIC SLEEVE:.. CAP ALL DOWELS TO ALLOW 1" OF MOVEMENT. (1) 15 COAT EACH FACE TYPICAL EACH SIDE OF JOINT NOTE: PROVIDE CONTROL JOINT AT INIERVAIS. NOT TO EXCEED (60) FEET DR THREE TIMES WALL HEIGHT, UNLESS SPECIFICALLY NOTED OTHERWISE. CONTRACTOR .NL COORDINATE LOCATION OF JOINT WITH ARCHITECT AND ENGINEER. CMU CONTROL JOINT SCALE: 1 " =1' -0" NOTES: 1. VALUES FOR UNCOATED REINFORCING AND NORMAL WEIGHT CONCRETE WITH CLEAR SPACING' > db, CLEAR' COVER > db AND MINIMUM. STIRRUPS OR DE: THROUGHOUT Ld OR CLEAR SPACING > 2db AND CLEAR COVER > db. 2. .' DEVELOP, ALL REINFORCING IN STRUCTURAL SLABS WRH, MINIMUM ,DEVELOPMENT LENGTH Ld. 3. TOP BAR,- HORIZONTAL BAR WITH MORE THAN 12' OF FRESH CONCRETE BELOW OR AS NOTED ON DOCUMENTS AS . "TOP, BAR ". C O.N.O., ALL LAPS SHAD. BE MINIMUM CLASS B OR CLASS B (TOP BARS) LAP SPLICE & DEVELOPMENT LENGTH SCHEDULE SCALE: NONE 10 NOTES 1. PROVIDE (2) /5 z 48" LONG DIAGONAL BARS O'WALLS 10" OR THICKER' TYPICAL CONCRETE WALL OPENING REINFORCING CORNER BARS TO MATCH HORIZ REINF, TYP T /FLOOR, ROOF EL PER PLAN (2) /5 IN. BOND BEAM TYP OPNG (2) /5 VERT MIN O' CORNERS (2) /5 VERT TYP O" OPENING T /S B IB EL PER PLAN NOTES: 1. SEE STRUCTURAL NOTES FOR TYPICAL REINF 2. SEE TYPICAL SECTIONS FOR INFORMATION NOT SHOWN. FOR WALL SECTIONS 16" OR SMALLER, PROVIDE (2) 15 VERTICALS MIN ... CMU IXP JOINT' LOCATION Ar WATER -I PROOFING PER ARCH... _H SCALE: ' /A =1' -0" 1) #5 IN FIRST COURSE DWLS TO MATCH VERTCALR9NF COAT 71? D B REINF N FLOOR, EAM ROOF LINE THRU IXP JOINTS D' AMATO CONVERSANO TNG 2821 NORTHUP WAY - SUITE 200 BELLEVUE, WA 98004 PHONE (425) 827-2238 -FAX (425) 827-8986 WEBSTTE: dci-en fneers.mm FATIGUE TECHNOLOGY INC. 401 ANDOVER PARK EAST TUKWILA, WASHINGTON No. Date Item Revisions 777108th NE #400. Br.RevaeWA 98808 425.822.6700 425.828.9116 Far Arlan E- ColEms Mask L. Woermaa, ILIA Principal,ArelMecm DCI ENGINEERS E 1 4 0 E E�1 SEP 1 ° Z ` L REID MID� 8/21/00 7/7/00 6/20/00 A SLED RR PWM OWES OK. ISSUED FOR PERMIT ISSUED FOR PROGRESS Title EXPIRES 10/2/01 Project No. Date Drawn By y 19 999 2099 -,,19 nr 9135E 99224 8/21/00 MWS STRUCTURAL GENERAL NOTES, LEGEND, ABBREVIATIONS AND DETAILS TYPICAL REINF IN CMU WALL Sheet No.. S1.2 EXISTING CONC FOOTING ( 4 ) # 5 DOWELS INTO NEW & EXISTING CONC TYPE EXISDNG CONC PANEL PANELS REINFORCING QA PRECAST CONC PANEL PER E. (5) 15 EACH WAY BOTTOM OB COLUMN PER PLAN. 18' so CONC PEDESTAL PER 4/54.3' (6) #5 r , /FOOTING PER P. SPREAD FOOTING SCHEDULE O TYPE SIZE VERT REINF REINFORCING QA 4' -0" SC x 12 DP (5) 15 EACH WAY BOTTOM OB 5' -0" SO x 14" DP (6) #5 EACH WAY BOTTOM © 6' -0' SO x 14• DP (7) #5 EACH WAY BOROM QD 7' -0• SO x ELT DP (6) #6 EACH WAY BOTTOM QE 8' -0" SO x 19" DP (8) #6 EACH WAY BOTTOM Q 9' -0" SO x 21" DP (10) #6 EACH WAY BOTTOM © 10'-0 SO x 24" DP (9) #7 EACH WAY BOTTOM 0 11' - SO x 26' DP (11) #7 EACH WAY TOP & BOTTOM Q 12' -0" SO x 28 DP (10) #8 EACH WAY TOP & . . 80006 „ Q 13' -0" SO x 3D OP (12) #8 EACH WAY TOP & BOTTOM CMU WALL REINFORCING SCHEDULE Q TYPE WALL THICKNESS VERT REINF HORIZ REINF GROUTING END REINF 4 1 8• #5 6 32 OC #5 0 48" OC 3r OC 0) #5 EACH END \ / 8' (2) #5 © 32 OC #5 048 OC 8U CELLS (4) 15 EACH END T /FOOPNG FOR INFLL OF EXISTING PE REF DEMOLITION PLANS t- EXISTING PRECAST CONCRETE PANEL T /PECESTAL -0V -9 28' -8" NOTES 1. SEE 20/51.2 FOR TYPICAL CMU WALL OPENING REINFORCING. 2. BRACE ALL NEW CMU OPENINGS AND LINTEL BEAMS DURING CONSTRUCTION UNTIL LINTEL BEAMS AND CMU ABOVE LINTELS ARE IN PLACE.' FOUNDATION PLAN SCALE 1 46 ° =1 . -0" FOR NEW CMU 1NFl!i RE STRUCTURAL DEMOLITION PLANS o } 6 H3) 7 PRECAST. ''., PROVIDE (2) 3 /4 0 AB x 8 "EMBED 0 GRID F.8 REF 4/54.2 FOR BASEPLATE DETAILS F /CMU WALL 8' SOUR GROUTED CMU WALL TYPE TYP AT MEZIANIN 5 -0'8x12' -0'LGz24•DP � CONC FOOTING W 5 _ �° � -T 12'OC EA WAY ' TOP & BOT �01 3 • k COL ' COL 24' -6 /a ( F5 36'5Ox� 722 DP CONC FOOTING W/ (4) #5 EACH WAY BOTTOM F.1) 6' F/CMU WALL 36' WIDE x 36' LONG x 24' DEEP CONC FOOTING CENTER UNDER WALL E5 188Lx12 "DP COO CONC 'FOOTING (3 4 CORE & DOWELS TO MATCH CMU VERTS RENEE, 8' SOLID GROUTED CMU WALL SEE 20/53.1 FOR REINF NOTE TS COLUMN ORIH-O SUTH 880 VERI 0 N GRID VERIFIED. COLUMNS SO BE OB FIELD M TO AUGN UNDER WS1NG ROOF GLOW/ GIRDERS (11 PLACES) Rv DEMOtiRON DRAWINGS. BIDDER DESIGN 8- 011/x36' -01Gx3CDP SiaRS THIS WE1L FIG W/ (8) #6 TOP. & BOT LONG & #6 0 12 "0C TOP & BOT TRANSVERSE 30' -0" 343 -8- FOUNDATION AND SLAB PLAN NOTES: 1. REFERENCE 51.1 AND 51.2 FOR STRUCTURAL GENERAL 6005, DESIGN CRITERIA ABBREVIATIONS AND LEGEND.. 2. DIMENSIONS: VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECT'S DRAWINGS. COLUMNS AND FOOTINGS ARE CENTERED ON GRID, TYPICAL. ALL EXISTING DIMENSIONS SHALL BE FIELD VERIFIED. ALL DIMENSIONS ARE TO OUTSIDE FACE OF TILT -UP, FACE OF CONCRETE OR CENTER UNE OF GRID /STEEL. CONTINUOUS FOOTINGS ARE CENTERED UNDER TILT -UP /STRUCTURAL PANELS. 3. COLUMNS TO BE CENTERED IN FOOTING OR WALL PIER, UNO. 4. REFERENCE SOILS REPORT AS NOTED ON S1.1 FOR SUBGRADE PREPARATION AND FILL REQUIREMENTS AT SLABS AND FOOTINGS. 5. TOP OF SIAB (T /SLAB) ELEVATION ASSUMED 0' -0 FOR ACTUAL T /SLAB ELEVATION REFER TO CIVIL AND ARCHITECTURAL DRAWINGS. STAB ON GRADE ELEVATION VARIES PER PLAN AND ARCHITECTURAL PLAN: PROVIDE 6 MIL VAPOR BARRIER BELOW SLAB AT INTERIOR SPACES. PROVIDE FREE- DRAJNING GRANULAR FILL PER SOILS REPORT. 6.. CJ INDICATES CONTROL /CONSTRUCTION JOINT, REFERENCE 4/54:1 FOR INFORMATION. 7. DRICAU T /INTERIOR' FOOTING' ELEVATION = -6 ", LINO TYPICAL T /EXTERIOR FOOTING ELEVATION =: -4' -9 ° , . UNO TYPICAL. T /FOOTING 10 EXISTING BUILDING ELEVATION -6 LINO D7 C DOSRNG °RECAST. CONCRETE PANEL T/ FOOTING TI 1 11 BNFI7ING NEW CMU WALL 8'- 016$$26'- 01Gx3011P FOOTING W/ (8)I /6 LONG TOP & 80T '. & #6: N 12 TOP & BOT TRANSVERSE (I.NIER FOOTING UNDER 'CONC SHEARWALL) 8' 08030• 01Gz30 AP FOOTING CENIEREO UNDER GONG SHEAR WALL W!( (8) /6 LONG TOP & 1 1' -E" BOT & 46 O 12 OC TRANSY T &B I L 'I A" RAMP ON GRADE W/ #4 @ 12 EACH WAY, CERE D, EL = VAR 3/S4.1 T WALL PER ARCH DOTING 11/S4.1 T/FOOTING 24" WIDE x 12' DP C - . i _ TYP UNO , ", . rp& . Ak \-24' WIDE 24' 08? SAC J..^ {-�°� �P`, � ' 6/54.1 CONCRETE GRADE BEAM - +� � � L T Aa 1 w /(5) 6 TOP (HOOK) °P + ' ER , „ ® & s 6 BOTTOM W/ VAR. ... #4 Tim P 10 /54.1 2 e s°Y .P 'C- 8•- 066x30 OP FOOTING I FOOTING T /FOOTING 6" SLAB ON GRADE W/ #4 @ 170C EACH WAY, CENTERED, EL = 2-Sr UNO • P ROVIDE 18 WIDE x 12" DP �HICKENED Fib W /(3) l� .BOT L ONG ®STAR SUPPORTS COORD LOCATION W /ARCH At STAR DESIGNER C CMU WALL w "/ Ss ESPE Fn i 10 SIM 15/53.1 BIDDER DESIGN STAIRS THIS' AREA AL 15/542 ) 10/542 36' WOE x 6' -6' LONG - x 24 DEEP CONC. FOOTING CENTER UNDER WALL III L o • (PROVIDE 18" WIDE z 12' DP. • THICKENED PTG W /(3) #4 BOT LONG 0 STAR SUPPORTS COORD LOCATION W /ARCH &. STAR DESIGNER 28' -8' 22 -V U ISHEARWALL FOR NEW CMU INFILL, REF STRUCTURAL DEMOLITION PLANS - TYP T /FOOTING 0 ._ 9 ° TYP 0 EXISTING BUILDING FOOTING NY -0" 6 SLAB] ON GRADE W/#4 @ 12 0C EW, CTRD. EL = S-Sr 10/..1 6' SLAB ON GRADE WI #4 @12 EACH WAY, CENTERED, EL = 0'-0' UNO PROVIDE 18" !WIDE z 12' I DP BfDOER DESIGN THICKENED FTG W /(3) 14 our F rt srmis THIS AREA o / a+ LONG 0 STAR SUPPORTS 7 � j +' COORD LOCATION W /ARCff ' STAR DESIGNER eta PROVIDE 30' 5Q- 'z , FTGS ®'STAIR CAL SUPPORTS W/ (3) N I T EACH .WAY 841TTOM ' COORDINATE LOCATION W/ 8. ARCH k. STAR'061GNER 20/542 e 1. BIDDER DESIGN E s I STARS MKS WELL r a cG_DMN = HCFACE OF CONC SFEARMN1 9. REFERENCE TYPICAL DETAILS AS FOLLOWS 311 -0' A.1 !A,1) PROVIDE 18' WIDE x 12" DP THICKENED FTG W /(3) #4 BOT LONG 0 STAR SUPPORTS COORD LOCATION W /ARCH & STAR DESIGNER 8. REFERENCE MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS FOR ALL DUCTS, CHASES AND PIPES. RUERLNYCE ARCHITECTURAL DRAWINGS FOR STAR DETAILS AND GUARDRAILS_ „..----24" WIDE CONCFETE Str'ARWALLS 7YP 9) PULES I :15 16s 8 OY1x20 O1OLAOT P F000Nd Vi(B)18172-LONG TOP &BST TOP & I E AT CONC PIERS AT T IMMUNE Ai. . 20/S1.2 5#L: CNN WALL OPENING 6/542 L SOPPED FOOTING 54.1 STAIR -0N -GRADE /S1 L CONCRETE VIAL OPEORCEMENT L CMU - CONTROL JOINT .1 & PICAL FOUNDATION DET S4.1 CONSTRUCTION /CONTREAL /54.1 L &SE PLATE CoNRG1 AL SLAB/PANEL DETAIL AT DOOR OPENNGS 10 CONCRETE DIMENSIONS: CONTRA CTOR SHALL LOCATE ALL DOOR O PENINGS IN EXTERIOR FOUNDATION WALLS AND VERIFY WITH ARCHITECT', PRIOR TO POURING CONCRETE CONTRACTOR TO COORDINATE CURBS. 11. CONTRACTOR TO VERIFY TER OF CONCRETE (T /CONC) WALL ELEVATIONS ON ALL PARTIAL HEIGHT RETAINING WALLS 'MAINTAIN VW. TO MINIMUM 6" ABOVEFlNISH ADE VERIY SLOPE AND TUE DLOCKOUIS PLWBWG, RE A SPRINKLERS AND HYAC GR WITH SUPPLIER ANFD DRAINS AND ARCHITECT PRIOR TO POURING. 12. AT ALL INTERIOR AND PERIMETER GRAVITY COLUMN BASE PLATES, PROVIDE (4) 3 / 4 ', DIAMETER ANCHOR BOLTS WITH MINIMUM 8" EMBEOM.T. 13. FOR ADDITIONAL FOUNDATION. MODIFICATIONS. REF DEMOLITION PLANS 83) �11 J.9 1' -0• E COLUMN I . PLAN - WF COLUMN AT PRECAST CONCRE E PANEL KA1E . 1 . = 1 ._ 0 .. : 2e IV. EXPIRED ASS 2C 200Z eat v A DCI 7/7/00 6 /20/00 No. '.Date Item ARCH! TECTIJRE 777108th NE #400 Bellevue WA 98004 425.822.6700 4251328.9116 Fax Arlan Ti Collins DlaMAI. Waxman., mo . ,, ALA l .. ... cipa. Architects D'.AMATO CONVERSANO LNG 2821 NORTHUP WAY - SUITE 200 BELLEVUE, WA 98004 PHONE: (425)827 -2238 - FAX: (42518274986 WEBS.: ddcnginee¢rom FATIGUE TECHNOLOGY INC. 401 ANDOVER PARK EAST TUKWILA, WASHINGTON rt h7 111 ) a V0 LI UiI ' REIO MID DLETON, INC. 8/21/00 W ER PEAR WARMS ERNE ISSUED FOR PERMIT ISSUED FOR PROGRESS Sheet No. S2 1 992.21 deg Tug 270C - N (31130d1100) LZxLIM (3) n�0 4, 4 0 7:7, V I REMOVE EXISTING 0 0 BEAMS. HANDRAILS 0 &' STAIRS 3 3 3 r L W16x31 28' -8' PRECAST CONCRETE CONCRETE PANES E1 TYP �I W6x12 (5) . LOCATIONS B /STET 6. L '.. TYP 0 CANOPY A•0_2 (12)� I n x W14x22 (12) F6 4x22 (12 PER 8/55.2 (2) 5/8 AB NED 5'0 CL CMU O2 /4OC BLOCK OUT CMU FOR BEAM TO BEAR SIM TO 8/S5.2 W2 x55 W24x55 3' NORMAL WEIGHT CONS OVER 2' DEEP x 20 GA V.03 W2 FORMLOCK METAL DECK (5 TOTAL THICKNESS) 343' -8 ° ' DESIGN ALL JOISTS BETWEEN GRID 14 & 16 AND BETWEEN GRID F. & A.9 FOR A. TOP CHORD AXIAL LOAD OF 8.8k.. (ALLOWABLE) PIPE ROOF ABOVE 0 8' 0 "OC MAX A 13/15.2 C12x25 cow 20. GAGE BHP SUTTON PUNCH SID PROVIDE 1/20 PUDDLE PARALLE<' & PERP 0 SUPPO 24x55 24x55 AODTIION TO EXISTING MEZZANINE L 2/S5.1 8° CONS. SHFOAWALL 13/55.1 28Ef 1163 675 2801. .1163 SUNSCREENS PER 5/52.3, TYP.' 'TYP O 1 SUNSCREENS 0 GRID A7 ALIGN JOISTS W/ PIER,~ ,JOISTS ALIGNING W /PIER jBE DESIGNED TO TRANS 20.5k TOP CHORD AXIAL 11/55.2 W10x15 (10) 0Y 6'0C W21 (12) 21x44 (12) �- EXISTING PRECAST CONCRETE! PANEL SECOND FLOOR FRAMING PLAN SCALE: I/15 " =1' -0" 3 CONS W/ WWF PER NOTE N0. 9 0. 2' DEEP x 20 CAGE VERSO 1V2 FORMLOK METAL DECK (5 TOTAL 1HK:KNESS) Jo T/SLAB 3 7.1171/2" ' T/STsL EL 3' - 8' GNU CMU WALL TYPE o ^� T /SLAB PER PLAN �- 67 T /BEAN `� PER P. EXISTING BEAA1 PER PLAN -/ 24' d< x Ci1 ® z4-o •' EXISTING 6' CMU WALL OR. EXISTING 5 PL PANEL 'H E WF PER P WF JOIST PER', RT COPE AS REOUIREO S /6 : / 0 PIPE 1211;55 TO IAATCH IXISTING- L EXISTING PRECAST CONCRETE PANEL NOTE: FOR ADDITIONAL INFORMATION REF. 18/S2.2 co, EgSTING 10E115 A.1 11' -8 FACE OF 1' -8 PER 6' BIDDER DESIGN STAIRS THIS AREA CDNC SHEARWAI NOTE: 1. ALL STEEL ASSOCIATED W/ GRAND STAIRCASE TO BE ARCHITECTURALLY EXPOSED STEEL (MESS). CONCRETE/STEEL FLOOR PLAN NOTES: 1. REFERENCE 51.1 FOR STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS & LEGEND. 2. DIMENSIONS: VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECT'S DRAWINGS. COLUMNS AND FOOTINGS ARE CENTERED ON GRID, TYPICAL ALL EXISTING DIMENSIONS SHALL BE FIELD VERIFIED. ALL DIMENSIONS ARE TO OUTSIDE FACE OF TILT -UP, FACE OF CONCRETE OR CENTER UNE OF GRID /STEEL CONTINUOUS FOOTINGS ARE CENTERED UNDER TILT -UP/ STRUCTURAL PANELS. POSTS, BUNDLED STUDS OR COLUMNS TO BE CENTERED ON FOOTING OR WALL PIER, LINO. 3. REFERENCE MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS FOR ALL DUCTS. CHASES & PIPES. REFERENCE ARCHITECTURAL DRAWINGS FOR STAIR DETAILS & GUARDRARS. 4. CMU:' REFER TO CMU WALL REINFORCEMENT SCHEDULE ON 52.1 AND GENERAL NOTES. FOR WALL TYPES, INSPECTIONS REQUIREMENTS, GROUT REQUIREMENTS, REHAB SIZE AND SPACING. ALL WALLS SHALL BE SOLID GROUTED LINO. ALL WALLS SHALL HAVE SPEC, CONTINUOUS INSPECTION LINO. 5., T /GONG DECK = 15' -4" AT THIS ELEVATION, LINO. 6. TYPICAL CONCRETE /DECK OVERHANG TO BE 6 ", LINO 7. T /STEEL = ;:4' 11 AT T. ELEVATION, LINO. (T /STEEL = BOTTOM /DECK) 8.' STEEL JOISTS SFIALL BE SPACED EQUALLY AS SHOWN.' 9. FLOOR DECK SHALL BE 2" DEEP VERSO '3 -SPAN DECKING WITH 3" OF NORMAL 1CGHT CONCRETE TOPPING WITH 6x6- 01.4x01.4 WAVE PROVIDE ADDITIONAL REINFORCING AS SHOWN IN P. AND DETAILS. REFER TO STRUCTURAL GENERAL NOTES FOR METAL DECK WEEDING REQUIREMENTS. 10. 400 (200) INDICATES TOTAL LOAD /LAVE LOAD IN PLF FOR JOISTS TO BE DESIGNED BY OTHERS: 11. REFER TO ELEVATIONS FOR CMU & CONCRETE SHEARRVIAUS AND BRACED FRAME MEMBER SIZES - 12. STEEL STAIRS AT GRIDS (16 &.F, 59 & 10.2 AND 51 & - 1.1) TO BE BIDDER - DESIGNED. REF TO GENERAL STRUCTURAL NOTES S1.1 FOR PERFORMANCE INFO?!' 13. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SHORING. 14. REFERENCE TYPICAL DETAILS AS FOLLOWS: S4.2 &. 54.3 BRACED FRAME ELEVATIONS & DETAILS 55.3 TYPICAL COMPOSITE SLAB /DECK DETAILS 20/S1.2 TYPICAL. CMU WALL REINFORCEMENT AT OPENINGS 19/S1.2 TYPICAL CMU CONTROL JOINTS. LOCATE PER ARCHITECTURAL. ELEVATIONS. 00'0" I W21162 ( COMPOSUE ) f � �--4" NORMAL WEIGHT. CONCRETE OVER 6x6 W1.4xW1.4 WWF OVER N 2' DEEP x 20 GAGE VERSO W2 NOTE - FORMLOCKMETAL DECK. (6" TOTAL... -- THICKNESS) 1_ FOR METAL DECK WOOING REQUIREMENTS. REF GO ORAL NOTES. 2. CONTRACTOR TO VERIFY ALL DIMENSIONS- EXTENSION TO EXISTING MEZZANINE CONCRETE PIERS' PER FDN PLAN & ELEAPON TYP (9) PLACES T56x6x 0 DOOR HEADER REF ARCH 9/55.3 2 'CONS TOPPING W/ 6x6 W1.4xW1A. YAW OVER SPAN OF 1 TYPE B COMPOSITE METAL. DECK 9 SIM 20' -0 SCALE y.-_,_0- 17/S2.2 ws EXPIRED AUG 2 0 1002 FATIGUE TECHNOLOGY INC. Revisions Sheet No. ARCH I'TECTIRE 777108deNE#400 lOdkooe WA. 98004 4258226700 425.828.9116 Fax Mau E,Co ms bladeE,. Woemian, ALA '. P>mr.FpaL 9xdlim D C NGI ITERS D' AMATO. CONVERSANO INC. 2821 NORTHUP WAY - SUITE 200 BELLEVUE, WA 98004 PHON E: (425) 82:2238 - FAX:. (425) 827 -8986 WEBSTTE dd- engineenimm 401 ANDOVER PARK EAST TUKWILA, WASHINGTON I li 1� 1 E 1.1 rs �fJ 'ts In 1 SEP 1 9 7.5l REID MIDDLETON. INO_ 8/21/00 7/7/00 6/20/00 No. Date Item EXPIRES 10/2/01 Project No. Date Drawn BY PARTIAL PLAN AT GRAND ENTRANCE MED RR PRIM CWDdS M.W E ISSUED FOR PERMIT ISSUED FOR PROGRESS 99224 8/21/00 MWS ON SECOND FLOOR AND MEZZANINE Title FRAMING PLAN S2.2 W78,6 6' -a '' / 18 GAGE NERCO H. -36 METAL ROOF DECK (3 SPAN MINIMUM) 118x46 W18 46 ttP ® NEW SMOKE VENT & SKYLIGHTS 0 METAL DECK NOTE: FOR FOR CMU SEPARATION WALL TO ROOF CONNECTION REQUIREMENTS' AT EXISTING ROOF, REF DEMOLITION i1 DRAWINGS'. VERIFY W/ ARCH 343 -8 NOTE: FOR TYPICAL SKYUGHI/ SMOKE VENT FRAMING AT EXISTING WOOD ROOF, REF 8/56.2 19 F PURUN Nan g's IXISFING GlB'S W18 x46 HIGH W10x30 LOW 30' -0 SUNSCREEN ' T52axT2x /x HIGH W1000 LOW 6 /S6.3 NM 0010010 X -BRACE M GRID A9 ONE TYP TS20z12x HIGH W10.0 LOW I 11/563 17008) 12508 TS20z0 HIGH 1 /p W10z30 LO `- L -J110� 29' -5" TS COO SUPPORTS 1 M.(3) > 0 J m �8'CONCR SLEA GSx5x6/ x'03 1/S6.2 ' `i, SHEARMAE DEiON T DRAG MIGLES 1 ax4 ° q -- -- -- -- -- ME ®'® ® SU Ark ' SUNSCREENS 30' -7' ROOF FRAMING PLAN SCALE 1/is " =7' -0" t- EXISTING PRECAST CONCRETE' PANEL CE CO, . BEAM �o T PANEL 27 -0 38/56.1 C3x5 13'-0 FOR (1) JOIST BAY JOIST SPACING (3) EQUAL SPACES 28' -8 H 9; ROOF PLAN NOTES: 1. REFERENCE S1.1 FOR STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND. 2. DIMENSIONS: VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECT'S DRAWINGS. COLUMNS AND FOOTINGS ARE CENTERED ON GRID, TYPICAL ALL EXISTING DIMENSIONS SHALL BE FIELD VERIFIED. ALL DIMENSIONS ARE TO OUTSIDE FACE OF CONCRETE PANELS, FACE OF CONCRETE OR CEEER LINE OF GRID /STEEL COEMUOUS FON ARENTERED LINGER CONCRETE PANEL. COLUMNS TO BE CENTERED IN FOOTING OR W GS PIER, E LIN 3. REFERENCE MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS FOR ALL DUCTS, CHASES AND PIPES 4.' CONTRACTOR IS RESPONSIBLE FOR ,L TEMPORARY SHORING.. 5. � T S 'EL INDICATES TOP OF STEEL ELEVATION (T/STEEL = BOTTOM OF DECK) 6. PROVIDE 5 BEARING SEATS ON ALL OPEN WEB STEEL JOISTS (OW.), LINO 7. OPEN WEB STEEL JOISTS SHALL BE DESIGNED FOR 20psf UPLIFT LOADS APPLIED TO ALL AREAS WITHIN 6' -0" OF ROOF PERIMETER. B. ROOF DECK SHALL BE 11/ DEEP VERCO 058 -36, 3 -SPAN DECKING. REFER 00 PLAN AND GENERAL NOTES FOR DECK GAGE ANC ATTACOMEE. TYPICAL ROOF DECK.,OVERHANG TO'. BE 6•, LINO. HH3' 10 / PRECA T CMU AREA 7 OONCRE= PANEL' 37' -4' t I' SPARAT)ON WALL BETWEEN GRIDS 14 & 16 (9) SPACES ® 70' -0'OC G 6, 9. A00(200) INDICATED TOTAL LOAD /LNE LOAC IN PLF FOR JOISTS TO BE DESIGNED BY OTHERS. 10. LEDGER ANGLES OR EMBEDDED PLATES ARE REQUIRED AT ALL INTERSECTIONS OF METAL DECKING AND CONCRETE OR MASONRY WALL. REFER TO DETAIL FOR REQUIREMENTS. 11. ROOF TRUSSES AND JOISTS ARE TO BE REVIEWED FOR ADDRIONAL LOADS FROM MECHANICAL UNUS AND PIPING. CONTRACTOR TO PROVIDE THE STEEL TRUSS /JOIST SUPPLIER' WITH A DRAWING SHOWING THE LOCATION AND SUPPORT CONDITIONS FOR ALL MECHANICAL, ELECTRICAL, PLUMBING AND SPRINKLER LOADS. SPECIAL TRUSS SHAPES AND OPENING REQUIREMENTS ARE AS DESIGNATED ON PLAN.. 12. REFER.. FOR TYPICAL STEEL DETAILS ARE AS'FOLLOWS: 54.3 BRACED FRAME ELEVATIONS AND DETAIL S6.1 & S6.2 STEEL DETAIL S6.3 DECK' DETAIL 5/56.2 TYPICAL ROOF DECK OPENING ( DETAIL 9/562 SKYLIGHT /SMOKE VENT DETAIL 13. REFERENCES FOR IXISDNG WOOD ROOF 7/S6.2 FIX FOR BROKEN PURUN 8/56.2 SKYLIGHT /SMOKE VENT DETAIL 10/562 MECHANICAL UNR SUPPORT NOTE SKYLIGHTS TO BE BIDDER DESIGN. 14. FOR 000100NA_ MODIFICATIONS REQUIRED AT EXISTING ROOF STRUCTURE, REF DEMOLITION PLANS. �D7 PC CONCRETE PIER TRUSS REF 6/563 55.3 IG BOWSTRING TRusS 10' -0' FACE OF 1'- PIER 6 18 - GA BHP B-36 MIL ROOF DECK 'SEAWALLS BELOW PER FOUNDATION - WAN & BEVATIOAG Tl'P (9) MACES �h5 ;142; I :2oco2244 EXPIRED AUG 2 0 2002 TYP 1 /4 L4x4 T1'P TYP 1 /4 20/52.3 1 /a SECTION AT SUNSCREEN T56x4x1 /N I.. TS6x4x / PARTIAL PLAN AT SUNSCREENS r TUBE STEEL BEAM CONNECTION P CONNECTION' B' PU3 PLAN GRATING & CONNECTION PER ARCH ANGLE 4x4x TUBE STEEL PER RAH SCALE Y ='' -0" CONNECTION 'A' BE STEEL PER P. TUBE STEEL PER PLAN SCALE T!' 6 / 1 64545 SHEAR TAB A/ (2) LONG SLOW.' HORIZONTAL HOLES: PROVIDE (2) 14 .25 THRU BOLTS. WELD SHEAR TAB TO TS B 10010 W/ Y4 BOTH SIDES GRATING & CONNECTION PER ARCH 1C.1 ' h izzir D PIER SUNSCREEN ALONG GRID A.1 WF6x11 6x11 E PIER, .,.SCALE: I /6 " =1' -D m LOWER ROOF AT ENTRY W12426 036 0 8 UNDER DECK Faits CALE: 1 / 16 - --1 - 0 - • 3a• (3) SIDESTYP 3 /16 � EACH END �3/16 52.3 ANGLE 4z /a I EACH. SIDE OF VIBE TS4z'z ' STEEL TO CLOSEST w/ 1 /a CAx.R EACH OW. TOP CHORD PANEL POINT. REF 1 LE A. (1) 3/4 0 A325 THRU BOLT ERECTION BOLTS R 1 / 2 x62 TUBE STEEL CANOPY BFA1.1 1 /4 PER 5/523 1 /a SUNSCREEN SUPPORT AT WIDE FLANGE BEAM SCALE 1 Praia Date Drawn By Sheet No. 9.2.23,g *Aug 20D0 Q' No. TO H TYAEEhI, AL EXPIRES' 10 /2/01 99224 8/21/00 MWS STRUCTURAL ROOF FRAMING PLAN Tide S2.3 FRAMNG ABOVE NOT SHOWN FOR CIARGY WIDE RANGE BEAM PER PLAN Y GRID O 777 108th NE #400 BeRevae WA 98004' 425.822.67 00 425.828.9116 Fos Arlan. E. CoIms Mark L_ Weerm an., MA Principal ArNLattBS DCI EtiG[ NIELPS D' .. AMATO CONVERSANO INC 2821 NORTHUP WAY - SUITE 200 BELLEVUE, WA 98004 PHONE: (425) 677 -2238 -FAX (425) 827 -8986 WEBS.: dci- engineen.com FATIGUE TECHNOLOGY INC. 401 ANDOVER PARK EAST TUKWILA, WASHINGTON Revisions 8/21/00 7/7/00 6/20/00 5 E "�JLI(lI SP1 E0 IL'ji REID MIDDLETON, INC. f 630 RR PEW T6I100 REPINE ISSUED FOR PERMIT ISSUED FOR PROGRESS Date Item lirANG, EL = 31 J 7/53.1 © ❑5 NOTCHES SHOWN � t,___e 5/S3.1 EI T /PANEL b lo -T I EXIS 6' /PANEL (3) # �, FACE w° 0 q EgUAL � - Eq� • r-� �--� 1� g ca .. R REINFORCEMENT PER PANEL O #5 0 1Z0C CENTERED VERB #5 a 113'0` CENTERED HORIZ - ® I .. OO.Zf ® _9�. p 3/53.1 15 #5 ® L T HOR BONG / - I EACH FACE - i I I EL PER PLAN 7/53.7 - PER PLAN T /FOOTING. #5 O 12 EACH FACE VERTICAL #5 0 18 CENTERED HORIZONTAL #5 0 12'0C EA FACE VERTICAL #5 0 .8 °OC CENTERED HORIZONTAL - _- � VI ❑7 © ❑5 NOTCHES SHOWN ® FACE EI T /PANEL b T /StAe REINFORCEMENT PER PANEL O --a-- REINFORCEMENT PER PANEL ® 6/S3./ WIP 0 I _ _______ ¢ w 6 .. OO.Zf ® _9�. #5 ® L T HOR BONG i O( EACH FACE �... ..I '-, EACH FACE - i I I EL PER PLAN 7/53.7 I� #5 O 12 EACH FACE VERTICAL #5 0 18 CENTERED HORIZONTAL #5 0 12'0C EA FACE VERTICAL #5 0 .8 °OC CENTERED HORIZONTAL - _- ��� 6/S3.1 I_ II qq ®,� '_ #5 0 1 EACH. FACE VERTICA JOINT 3 (3 TJ 1 FALE� - - -- :- / ® b r___ I 1/53 1�(1 ® 71/4° PANEL HICKNEO THICKNESS I \ r t _ l A PER PLAN � T /FOOTING �' PER ARCH r r CMU WALL PER 9/S3.2 (OPPOSITE W) '� HAND VIEW 7SIPB PER PLAN \ /.' EXISTING 6 TILT -UP CONCRETE PANEL #S BOND BEAM ABOVE & BELOW MEZZANIN FLOOR LEVEL 4-.9404 ' T IP /MEZZ 9EYOND ROOF UNE PER ARCH 1 Z. \. ROOF LINE PER ARCH, I ( (2)E AND KNOCIC OUTS : ) T/ CMU WALL T/ M �dt j FACE 5 EACH (2) #5 ' EACH FA.CE 111,-- F E S EACH (2) ' 15 EACH FACE,,,, o.zc ® s# (I) #5 EACH FACE EA SIDE w OF CJ TYP ( PLACES 19/51.2 S o Q.z c ®sN _ _______ ¢ w 6 .. OO.Zf ® _9�. #5 ® L T HOR BONG i O( EACH FACE �... ..I .. OO.ZC ®9N EACH FACE - i I I OOZE ®. 9i i EACH FACE (2) #5 EAAi � F ( #5 EACH FACE �� EACIi ` FA CE EM __- -__- -- (3) °5 EACH �� FACE �� `_ (3)' ACE 5 EACH II qq ®,� (VERIFY W/ ARCH) #5 36' DOWELS TO MATCH HORIZONTAL REINFORCING DOWEL AND EPDXY IMO FXISTINI PLT -UP PANEL WITH . EMBED ADHESIVE z 4 EXISTING 6 TILT -UP CONCRETE PANEL, BARS TYP UNO 3 (3 #5 EPLH FALE� I :. �' PER ARCH r r CMU WALL PER 9/S3.2 (OPPOSITE W) '� HAND VIEW \ /.' \ /' #5 BOND BEAM: HEADER (CONK', K \ /' ,I5 0 24• ` \ / .\ ; 5 0 24.0C 1.111110111111111 / \ , c/‘4;'- HORIZ. BON �pyg / i ROE2 U0N^ IIQLUS REF TYPICAL KNOCK -OUT FOR FUTURE mei OMB J . 1 "--#5 DOWELS TO T /SLAB, PER PUN PER PLAN TILT -UP PANEL RDNF NOT SHOWN FOR CURRY. REF PANEL ELEVATIONS is iYa DOWEL NEW FTG RD. INTO EXIST W/ HY -150 ADHESIVE 6" EMBED, TYP PRECAST CONCRETE WALL ELEVATION ALONG GRIDLINE J.9 LOOKING WEST REF 13/S3.1 FOR TYPICAL WALL PANEL NOTES NOTES: 1. REF ELEV FOR CONNECTOR SPACING. PANEL EMBED CONNECTION - PLAN VIEW TYPE QA SCALE: 3 /•=1' -0 SECTION AT PANEL LEG VERTICAL BARS PER ELEVATION (TYP) 1/2• (2) ADDITIONAL #4x48' - TYP - L3x3x x 8 LONG W /(3) D- 191/20 x24•'.. ASM A -496 DEFORMED BAR ANCHORS BY NELSON OR EOUIV 0 rOC OUTSIDE FACE )T • • • • FACE CONN am 6/53.1 INSIDE Pi 5 1,4 x 6 LANG SCALE: 3/4 =1' -0 #5 /D 18 EACH 7• FACE VERTICAL #5 ®1 CENTERED HORIZONTAL # 3 HAIRPIN z ® FncH sn :D WNC PANEL PER ELEVATION CORNER PANEL EMBED CONNECTION 14, 4 24 NEW TILT -UP P Jd 141 PER ELEVAPON EMBED /53.1 CONNECTION ?ER 6 #5 x 36 DOWELS TO MATCH HORIZONTAL REINFORCING DOWEL AND EPDXY INTO DOSDNC TILT -UP PANEL WITH HY -150 ADHESIVE z 4' EMBED 54 -0" TILT -UP 5 EACH VERT 113 C FACE ;AL 0 24 - OC D 24• ABOVE OW OPENINGS 4° PANEL ICKNESS'. P -UNO 1ST FOOTING DOSING �1 FOUNDATION ELEVATION AT 8° CMU - AREA SEPARATION WALL SCALE '/8"=1 CON` PANEL PER ELEVATION SOLE: 1/4 NG TILT -UP PANEL (NEW OM WAIL D SIM) L3x5x x 8 LONG W/ (2) 3/MO 0 H HH ROO W/ HY -150 ADHESVE x 4' DOM (6 GAGE) SCAL 3/ -1. 0 OPENING, TYPICAL U NEW /EXIST PANEL CONNECTION (PLAN VIEW) ( TYPICAL PRECAST CONCRETE PANEL NOTES PER PLAN 13 TES ® 4 . 0C #5 QD 50C DEFEND 24 ABOVE EACH Ft & BELOW OPENINGS CD PRECAST CONCRETE WALL ELEVATION ALONG GRIDLINE 16 LOOKING SOUTH REF 13/53:1 FOR'NPICAL WALL PANEL NOTES TILT -UP PANEL RENT NOT SHOWN FOR CLARE, REF PANEL EEVADONS E 1 /2x4x8 W/ (2) 1/2 z 4" LONG SHEAR STUDS (2) AWL #4 x 48 LONG EMBED & CONNECTION PER 6/53.1 x z 6" LONG T/WALL PER PLAN SECTION #5 ®i HORIZONTAL T /FLOOR PER PLAN (6) #g® WALL END T /SAAB PER PLAN \_: T /FOOTING 1 =1 INTERSECTING CMU WALL (6) #9 0 WALL END TYP SECTION AT WALL END SCALE PITS T /GRADE PER ARCH CLR 14 HOOPS 0 (NC FIORE REND PER PLAN W/ STD ROOK EA ENO O 4 ` (a-D 4ERUCAL'. ENO RETNE PER ELEVATON T/CIIU WALL PER PLAN 8• CNN WALL (4) 19.9,GNU • T /aNOR BEYOND • 21 )I= r/9/ALL 8 CMU WALL PER PLAN (4) #9 END BARS • T/DECK PER PLAN (6) #9 N WALL END.. T /SLAB Q PER P. i /FOOTING PER. PLAN MI NI EDGE OF CNU WALL BEYOND = 1[ 28 8/53 1 ECTION (0 ) #9 PER PLAN 8" CONCRETE SHEAR WALL ELEVATION AT GRID A.9 LOOKING EAST TYPICAL PRECAST CONCRETE PANEL NOTES: REFERENCE S1.1 FOR STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PANEL OPENINGS: REFERENCE 15/01.2 FOR ADDITIONAL WALL REINFORCEMENT REQUIRED AT PANEL OPENINGS. COORDINATE ALL OPENINGS WITH THE MECHANICAL ENGINEER AND ARCHITECT PRIOR TO POURING EACH WILL. CONTRACTOR SHALL :COORDINATE ALL THE PANEL, EMBED AND OPINING DIMENSIONS. , 3. PANEL JOINT DIMENSION = TYPICAL. .OVERALL PANEL DIMENSIONS SHOWN ARE NOMINAL PANEL DIMENSIONS AND DO NOT ACCOUNT FOR THE PANEL. JOINT. CONTRACTOR. TO COORDINATE REFERENCE 10/51.2 FOR TYPICAL TAP AND DEVELOPMENT LENGTH SCHEDULE 5. F'C 4000 PSI, TYPICAL ALL PANELS. 6. AT TAILS BAR SIZE EACFOR H EMBED, ADDITIONAL AND SPACIN RE F REMENT. WILL BE REQUIRED.. REFER TO DE 7. REFER TO REQUIREME 14/53.1 NTS. FOR TYPICAL REINFORCEMENT SPACING AND MINIMUM COVER: WALL ELEVATIONS ARE INTERIOR ELEVATIONS ADDITIONAL BOND BEAMS ID ROOF PER DETAILS 20 /S1.2J r \ MATCH VERTS 5D -0 SCALE 1 /e =1 0 SCALB / -1' O• SLAB ON GRADE & J yp AL pOWE S 10 PER PLAN - HATCH VFRIX'N..S- PER PLAN T /SLAB xx aS � PER PLAN T/FOROHG PER PLAN -. I , '- 1 NEEEK WING & REINFORCING 1. SOLID GROUT WALL F F. 2 PROVIDE OPOING RD. COMP.. NATIVE SOIL PER 20/512 OR COMPACTED STRUCTURAL FILL PER GEOTECH REPORT 8° CMU SHEARWALL ELEVATION NORTH OF GRIDLINE 16 LOOKING NORTH HORIZ BU \ WALL VERT REIN, � NOR'Z RE9'iF VERT ROME SINGLE MAT (PLAN) DOUBLE MAT (PLAN). 36" FOR DIMENSIONS OF #5 z X3 6- � PANEL NOTCHES, RFF dC.H /TYP, f TYPICAL REINF LOCATION IN TILT -UP PANELS 5 ._ 4 - SCALE '/8 ,Y #S FACH F 2 TOTAL)TYP® WINDOW JAMS OUTSIDE T/NEZ7AWNE FACE PER ARCH Y g��I ���+'+ •' V STD HOO EX E K #5 HOPoZ AUG 2 0 0002 T /EOSE,NG SAB & F0011NG, 40 PER PLAN H.9 #5D - FACE VERTICAL EACH 1 #5 O y CENTERED HORIZONTAL =11=11 FOOTING & REINFORCING PER PUN. 8" CONCRETE SHEARWALL ELEVATION WEST OF GRIDLINE A.1 LOOKING EAST ** Wxyl (2) 15 EACH FACE (4 TOTAL) DOWELS TO MATCH Val LAP PER 15/542 GIII WALL REINFORCING TYPEOZ PER SCHEME TYP DETAILS (2). #5 0 32 VERTCAL TYP VER., SCALE: 1 /8 • =1 -0 WW2 F 1 1 4 . CMU WALL AT NORTH END OF MEZZANINE #5 0 24 EACH.WAY SID HOOK ' :11 COM ETEM NATIVE SOIL OR OMPACTED STRUCTURAL FILL PER GEOTECH REPORT SCALE: 1/4"--E-0 ( 11 qy EACH FACE (4 TOTAL) 7 77 :. ` ... GIRDER PER 8/55.2 LOCK OUT FOR hgh �•� ■���,�9 0 #3 0 8 STD HOOK OPENING .PER ARCH 1YP' SCALE: 1/4"=1'-0 SLAB ON GRADE',& REINFORCI PER PAN - � '.. FOUNDATION SCALE: 1/4"=1 0 /8 =1 •_D- N WALL END ARCHITECTII E T771 08132N BeIWEWOWA 98004 425.822.6700 425.828:9116 Fim Tide Sheet No. ASE. CoRITES Mark L. Woermau ALA P/mcLpaiAmLtleem L C NGINER. D" AMATO CONVERSANO' IWC. 282I NORTHUP WAY - SUITE 200 BELLEVUE, WA 98004 PHONE: (425) 827 -2238 - FAX,. (425) 627 -8986 WEBS.: dri- evgiveea.com FATIGUE TECHNOLOGY INC. 401 ANDOVER PARK EAST TUKWILA, WASHINGTON U(I ' ai i 1 , I I I. REID MIDDLETON, INC. 0/21/00 7/7/00 6/20/00 No. Date Item 6918 RYi RINf MINNS DISPIXR: ISSUED FOR PERMIT ISSUED FOR PROGRESS STRUCTURAL ELEVATIONS S3 °1 EXISTING TILT -UP CONCRETE PANEL AND FOOTING WALL END 1 ` /T'-0" CMU SHEARWALL ELEVATION AT GRID F LOOKING EAST NOTES- 1. REINE OPENINGS TYP PER 20/51.2. 2. PROWOE BOND BEAMS AT FOUNDATION. FL00R, & ROOF LEVELS PER 20/512 & DETAIL. SOLID GROUT WALL Pi 3 /&c24x30 W/ W4'SS D 9-cc EACH WAY PRECAST (2) 1.10433.6412 12x /4230 0/ (2) It 4x 0 6'0C DETAIL AT BASE OF PIERS INTERSECTING TILT -UP PANEL EXPIRED ADC 20Zen (2) /5 AT WALL END : T/E CMU WALL PER ARCH 8' CMU WALL PER PLAN AND SCHEDULE SCALE 1 / 8 ',._0 CH � T /STEEL PER PUN $ /S AB .. PER PUN 4 T /FTG PER PUN OW. PER P. DOWNTURNED FTG BEYOND 15/53.2 Ae� /WALL PER PLAN \ I� YAW r 5 -0"i REINF ,PER PLAN 3 /8424x30 0/ (9) 7/80z 6' WHSS ® 9' EACH WAY (9) 18 END STEEL 10/55.1 CONC ON METAL DECK & REINF PER PLAN COMPETENT NATIVE 1 1 —' SOIL OR COMPACTED STRUCTURAL HU. PER GEOTECH CONCRETE PIER ELEVATION PER P. NOTE HOLD YE cN BNS 1 CLEAR m H ORIZONTAL. REVEALS. LOCATE HORQONTAL PFS. :J AVIXD REVEALS. SECTION AT PIER EMBED 24 (4) i8 15. EACH SIDE NOTE: CENTER EMBEDS 5-4' APART. HOLDOWN EMBED FOR PRECAST PIERS BOWSTRING TRUSS PER PLAN REF 7/S6.3 (a) pa END STEEL VERTICAL REINFORCING PER 15/53.2 WF B. PER PUN HORIZONTAL REINFORCING PER 15 /532 w/ STANDARD HOOK EACH END SCALE 14."--1'-0' 10 20/53.2 EACH SIDE FOUNDATION SCALE W.1 CL EMBED SCALE 4 4".1 . -0" 16 (4) #5x3' -0' DEFORMED BARS (BY NELSON) Title Sheet No. ARCIIITECTURE 777108thNE400 Bellevue WA 9800€ 425.8226700 425.828,9116 Fax &fan Coals Mark 1,19 Ma Areltil cots • D CI ENGINEERS D' AMATO CONVERSANO ENC_ 2821 NORTHL)I' WAY -SUITE 200 BELLEV(UE, WA 98004 PHONE: (425) 827-2239 - RUC (425)821 -8086 WEBSRE dd- engtneearnn] FATIGUE TECHNOLOGY INC. 401 ANDOVER PARK EAST TLIK`V!LA, WASHINGTON RE13 MIDDLETON, )i3C.1 8/21/00 7/7/00 6/20/00 No. Date Item MI RR 1f.96QYFAS MIRE ISSUED FOR PERMIT ISSUED FOR PROGRESS EXPIRES 10/2/01 (2) MC10133.6l12 Project No. 99224 END T /FOOTNG 1 Date 8/21/00 EL PER PUN d. '.. Drawn BY MWS STRUCTURAL ELEVATIONS S3.2 TYPICAL STAIR ON GRADE SECTION AT DOCK LEVELER NOTE: (2) 15 CORI #4 ®1,0C EACH WAY RAMP PER ARCH RAMP ON GRADE #4 0 12 °0C x 24' FREE GRAINING GRAVEL B PER SOIL REPORT FILTER FABRIC CORNER BASE PLATE BASE PLATE DETAILS WF COLUMN PER PLW BASE E. PER PLAN 1. 'PROVIDE FREE DRAINING BACK FILL PER SOTS REPORT OR SPECIFICATIONS. „2 2. PROVIDE VERTICAL CRACK CONTROL PER ARCH DELL OR 8' -0 ° ITC MAXIMUM LINO. TYPICAL 6" EXTERIOR RETAINING WALL BASE PLATE AT WF COLUMN NOTE: SEE 4/S4.2 FOR ADDITIONAL BASE PLATE CONDITIONS S MEZZANINE COLUMNS. SCALE % =1'-0 SCALE: /1-O • WATERPROOFING PER ARCH CUNT DRAIN TEE Pr'2i ARCH/CIVIL (3) 15 CUNT 1, e Iroc COMPETNT. NATIVE SOIL. OR COMPACT STRUCNRA! FlLL ?-"u't GE CH RBRORT TYPICAL BASE PLATE T/WALL VAR. REF ARCH/ CML E FOR ail/AWNS T /TSWCRETE WAIL= T /RAMP O SIM T GRADE PER ARCM T/F!G ---34SE PUTS 5 0 12 pER p� HORIZ, CENTERED BASE PLATE ADJACENT TO WALL 15 0 1250C VET, CENTERED ' R% WATERSOP TS COLUMN .WHERE READ PER PUN BASE PLATE PER PLAN STEPPED SLABS T /BA9 : EL PER PLAN SECTION AT DOCK LEVELER 14 x 24 LONG 0 18' OC W/ A INTO DOMING PANEL W/ HY .0 ADHESIVE RAMP ON GRADE & REINF PER PLAN SECTION 6 ttP ■;c 11 �,1111/ NOTE: PROVIDE MIST METALS AS REQUIRED BY ELEVATOR MFR 16 ELEVATOR PIT SECTION 5 x 4!4 G CUNT AILY W / x 5•WHEN 024'0C � (1)14 CONTINUOUS EACH SIDE OF EMBED (2) j5 TOP SLAB ON GRADE RENT PER PLAN EXISTING TILT -UP PAN!! DOSING SLAB COMPETENT NATIVE SOIL OR COMPACTED STRUCTULE FILL_ PER GEOTECH REPORT SCALE: %4 = 1 " -0 SLAB ON GRADE REINF PER PLAN I 111•11■11,Z=1111A1 - I' 1 -7111= 1 ' #5 O 12 "0C EACH WAY COMPETENT NATIVE SOIL OR COMPACTED STRUCTURAL FlLL PER GEOTECH REPORT SCALE: 5 /4 =1' -0 SLOPE /S AB EL PER PLAN 9 CONTROL JI NT PE CP JO 4/ PER PLAN @ 4/54.1 SUB -GRADE PREP PER SOILS REPORT BASE R & ANCHOR BOLT PER PUN REF 1 6 / 54.1 1 NON- SHRINK .GROUT CMU WALL & REINF PER PLAN, SCHEDULE, & DETAILS (CNTRD UNDER PANEL) (1)14 CONONUOUS EACH S1DE OF EMBED ty' CLR RBNF PER 2/54.1 #5 12 CONCRETE TO FILL BLOCKOUC L4x4z1 / CANT GALY W 6/'0 z 55 BRAN 24 CC T /FOOTING B_ PER PLAN $4 x.: O 24TC (3) 14 CUNT COMPETENT NATIVE SOIL OR COMPACTED STRUCT FlLL FIER GEOTECH #4 0 24 "ITC TYPIC, . SECTION ® TYPICAL DOWN - TURNED FOOTING 11 SCALE: %i = -0 ' t COL& FTC CONCRETE INFlLL &. CONTROL JOINT TS COLUMN ®� � PER PLAN ' BASE PLATE & ANCHOR BOLTS PER PLAN &. 16/S4.1 N1 * J fi l PER PLAN S r, i I�[ WW III EP 18 PLINTH W/ (4) EMI DOWELS & # 4 TIES - _ ® NE PER 4 II, elm I if, REINF PER RAN II I EDGE OF WALL BEYOND REF ,9/04.1. 5 /81/x24" LONG SMOOTH BAR 0 24'0C GREASE ONE SIDE IN DOWEL INSERT .8 -GRADE PREP PER SOILS REPORT t /4 SAWCUT OR REINFORCING tDIOIDED JOINT PER PLAN NOTE 1. SEE FOUNMTrNJ /STAB PUH CONSTRLN;i1oN �� ''�� CONTROL LOCATIONS. 2 EAWIXIT SLAB WRHIN 16 HOURS OF PLACING. SAWCUT.ALONG SHORT DIRECTgN OF POUR FIRST. 1 PRONOE CONSTRUCTION /CONTROL JOINT TO ENCLOSE APPROBMATELY SQUARE AREAS. OF 225 SF MAX. SEEP. AS POSSE .E COMPETENT NATIVE SOIL OR COMPACTED STRUCTURAL FILL SOP- REPORT CYU WALL & ROW PER PUN & GENERAL NOTES ADDITIONAL /5 CONT REINFORCING PER PLAN ,VAPOR BARRIER WHERE REVD +PUN VAPOR BARRIER WHERE REVD COMPACTED STRUCT FILL OR COMPETENT NATIVE SOIL PER SOIL CONSTRUCTION JOINT REPORT } PER PLAN MPACTED STRUCT FILL OR COMPETENT NATIVE SOIL PER SOIL. REPORT.. TYPICAL CONTROL JOINT AT COLUMNS O TYPICAL SLAB ON GRADE & JOINT DETAILS 4 TYPICAL SPREAD FOOTING DETAIL SCALE NONE 3 SCALE' /.'=1, -0" 4 PER (3) 15 CONT -ELEVATOR PIT VERIFY SIZE &DEPTH W/ ARCH DRAWINGS 24" 5x 24'(12 T /FTC PER PLAN I -III 111 COMPETENT NATIVE SOIL OR COMPACTED STRUCTURAL FILL PER GEOTECH REPORT TS COLUMN AT EXTERIOR CMU WALL FOOTING & RBNF REINF PER PLAN SCALE !III 1111 I PROVIDE ( RBB2 BOND �y !I 1dl BEAM IN A LL COURSE O GRADE 1 FLASHED G RABS 1 1 ( 9 PEN ARGN rC111/11 LONGITUDINAL RBNF PER PUN W� PER PLAN 15 MOR ONTAL 18 12 15 40 12 CENTERED IN 8" WALL DOWELS TO MATCH WALL VERTICALS (ALT HOOKS). SCALE P/4 =1• -0• INSULATION PER ARCH. HOLD INSULATION BACK 1 FROM SLAB DOWELS 2ITA � NATIVE $OIL OR COMPACTED. STRUCTURAL FlLL EXTERIOR CMU WALL AT FOOTING PER cEOTECH SECTION AT PIER -- AB ' T/FOOTNG PER PLAN SCALE T5 = 1 -0" DUO 2 0 2002 EXISTING TILT -UP PANEL COLUMN PER PLAN BASE PLATE & ANCHOR BOLT PER PLANS &- 16/54.1' 1 NON- SHRINK GROUT. SUB ON GRADE & ROW PER PUN SLAB ON GRADE & RBNF PER RAN SUE & RBNF PER PLAN & SCHEDULE (2)14 TOP & BOTTOM 2 24 14 e 12 x 24 ' ' B' cOOSTING FOOTING SCALE 4 /p = . 1' -0 HP (- 1' -7 (VERIFY W/ MANUFACTURER) 9" DOCK SLAB W/ 14 WAY 0 12 - 0C ' EACHH (VERIFY W/ MANUFACTURER) (1) #4 CONT 30" 14xM1 O 12 TILT UP PANEL & RBNF P0 ER SIM ELEV & 13/54.1 FTC SIM PER 13/54.1 T /FOOTING EL PER PVN HOLD INSULATION BACK 0 DOWEL W/ MIN r COVER ALL SIDES (1) #5 CONT RAMP ON GRADE RBNF PER PUN 14 x 24° O 18 OG W /4• EMBED INTO PANEL W/ HY -150 ADHESIVE ARIES ` REF ARCH TILT UP PANEL PER ELEVATIONS 14 It 24 A / CUNT SOUS NON SHRINK GROUT FINISH GRADE ® r �H�IWNWWf� SLR I II I ' GRID /2 C P PAN g • PER PLAN I G.PER' 13/54.7, 2/54.7 O4M I ( 1 COMPETENT NATIVE SOIL OR FILL COMPACTED STRUM L PER GEOTECH 36- 1 Ot 2IC CLOSURE POUR PER PLAN l SCALE #4 z 5 -6 LONG 0 12 - 0C CTRO O POOR LINE TOUGH SURF,TCE D (OES AMPU'AP THERE 16 A APPLY WHEN THERE :i AN INSUEATION BLOCK) COVER. W/. 3' MIN. CONE OVER SR (1) #4 CONE' LP (- 2°-0") (TUFF w/us ) T/P€W SLAB T /DIST SUB P A (3) j4 CORI N 'SOSLIRE P(XdR T/BAB PER 'PLAN . 7 NEW FOOTING /GRADE BEAM AT EXISTING STRUCTURE SLAB ON GRADE & REINE PER RAN 24 1 x 1 0 12 T/3AB .PER PTAN - SLAB BASE PER GEOEEGI REPORT TIES O 12110 � s 2 F _ n -_ MI c 'TOP & BOTTOM GRADE &AM ° A • REINFORCING PER PLAN • - 1 1 1 il .11 II- I 7 ' -111= I� Y II - III I ,At I h I=i i � l #s. ®1z TRANSVERSE ' 2 0•j TOP & BOTTOM � 14 IT. 0 5 10 -0 SIDEWALK OR GRADE EL PER ARCH EXISTING FOOTING & RBNF ni iimmairgin MILM pun EMI SCALE: V=1'-0" I�EXISTING WF COLUMN #4 436" LONG 0' 24OC EPDXY W HY-15O AD" �VE W 4" EM6EDMEM EXISTING PLINTH CONE !NEIL 0 CONTROL JOINT TYP COMPETENT NATIVE SOIL OR COMPACTED STRUCT FILL. PER SOIL REPORT SCALE s/4 = 1 -0 ° ' ° CMU WALL & REINF PER .PLAN .& ELOL PIER &REINF R PE ELEVATION 10/532 STEM WALL PER PLAN & 20/S4.2 (REINFORCEMENT NOT SHOWN FOR CIARDY) 1 1 COMPACTED STRUCTURAL NATNE T I1 GEOTECHNICAL REPORT WED 0 4'OC CENFEREOIN 2 STAB) SUB ON GRADE& RBNF PER PLAN CUNT STEM WALT_ FIG REINF THROUGH PIER FIG, ttP I PER PLAN SCALE 4/4 _1'-o• 15 Project No... Dare Drawn By AR CHI TECTUIIE 7TZ 108th NE #400 BeIIevaeIVA 98004' 4252226700 4258285116 Fax Coffins Mark L- � WOe>, AL3 Principal Architects EXPIRES 10/2/01. D C I ENGINEERS D AMATO COMVERSA_NO CNC. EXISTING 2821 VOILTHCTP WAY - SLICED 200 7 /SU8 PER PI N4 BELLEVUE, WA 98004 PHONE: (425) 8272238 - FAX: (425) 827,996 WEBSEEE ddrngineexsrom FATIGUE TECHNOLOGY INC. 401 ANDOVER PAK EAST' T[JKW AA, WASHINGTON REID MiDDLET0r , LNC. COMPEtEMi' NATIVE SOIL OR COMPACTED STRUCTURAL FILL PER GEOTECH / INTERIOR CMU SHEARWALL r- - 6 MIN 6 MIN PER P. VERTIC MATT LDOWELS TO CMU VERTICAL SCALE: W = 99224 8/21/00 MWS STRUCTURAL Title FOUNDATION DETAILS Sheet No S4.1 REINF PER /54.7 ,. . COMPETENT NATIVE !L_- T:CH : f — I I ' PER PLAN 6" MASONRY, SEE STRUCT /REF ARCH PLANS FOR LOCATION EXTEND TYP WALL REINF (PER PLAN).!NTO THICKENED FOOTING EXISTING SLAB ON GRADE 4 T /sL48 EL PER PLAN INTERIOR MASONRY WALL FOOTING FlNISH GRADE TYP EXT TILT -UP FOUNDATION TILT -UP WALL PANEL & REINF PER ELEVATIONS 36' 11 "� @ 12 "TIC (3) 114 CORE TYPICAL STEPPED FOOTING DETAIL HORIZ REINF PER El 20/S3.1 VERT REINF PER EL 20/S3.1 DOWELS '0 MATCH VERTICAL REiNE SPACING ALTERNATE BENDS SAWCUT EXISRNG S. TYPICAL EACH SIDE 114 x30'LONG@24OC DRILL &EMBED 6' MfN IXISING SLAB L ci PER 3/54.2 SCALE: 4 /t =1' -O HOLD INSULATION BACK @ ODWt1 MIN I" COVER ALL SID. ( 3 $ 4 CONT UND N ) CLOSURE POUR CLOSURE POUR kg_111 LONG @ 12'0C. CLOSURE JOINT EXTEND 4. -9' INTO CLOSURE .POUR @ 24'OC / @ 2400 COMPETRVI NATIVE SOIL COMPACTED STRUCT FILL PER GEOTECH REPORT SCALE P 4'=I -0' SCALE 3 /q =1' -0� (5) 15 x 36' EPDXY GROUTED 9 INTO EXISTING GRADE BEAM T /EXISTING FOOTING /5 o 2 -6".. @ 12 (5) 115, SCALE 3 /4 =1'-0' I° , EXISTING DOWELS FROM CO.NG MEZZANINE & NEW DOWELS FROM MEZZANINE ADDITION REFER TO 17/S2.2 Z. h= NOTE: BREAK OUT CMU FACE SHELLS AS NECESSARY FOR DOWELS & GROUT PLACEMENT MEZZANINE TO CMU INFILL CLOSURE POUR AT EAST WALL PRECAST CONCRETE PM40.. . r% j EXISTING MEZZANINE DECK & GARB a EMBED UPPER 00'WEL RATO P.C. PANEL w/ Han HY -ssD EPDXY . 4` EM6m '. 114 DOWELS ®24 0C PEACE LCM Dfwf'. FILL WITH GROOT MIN TOP OF CMU T /FODNIG EL PER PLAN . 114 x C 24 0) 114 COOS TYPICAL 11E1 _. 2 0 COMPETENT NATIVE SOIL OR STRI (CNTRD UNDER PANEL_) GEOTECH COMPACTED REPORT CT FILL PER TYPICAL MEZZANINE COLUMNS @ GRID F.8 BASE PLATE @ END OF CMU WALL MEZZANINE COLUMNS ADJACENT TO NOTE EXISTING TILT -UP WALL ANCHOR BOLTS 3 4'0 WITH B' EMBEDMENT (CAST -IN -PLACE • BOLTS OR A36 ROD,DRILLED -IN. EPDXY GROUTED): SCALE: 1' =1' -0 3 SIDES SECTION A MASONRY WALL & REINFORCING PER 20/53.1 & GEN NOTES /4. x 30'. LONG @ 24 "0C TYPICAL DRILL & EMBED INTO EXISTING S T (NO EPDXY REQUUIIR ED) { TYP {(/ T /SLABU / _..... _ aS ®� SECTION NOTES: (SINGLE MAT) GALV L FULL LENGTH W/ 4' SHEAR STUD J� CLOSURE POUR @ 240C (& 6' FROM EA ENO) REF 13/542 FOR INFO NOT SHOWN FIERE ( 2)$ 4 COM i EA SIDE OF STUDS TILT -UP PANEL PER ELEVATIONS TYPICAL PANEL @ DOCK DOORS AT CORNERS 1. REF OUR LAP /SPLICE SCHEDULE FOR SPACE LENGTHS. SAUCE LENGTH TYP 2 REF WALL ELEVATIONS, SECTIONS DETAILS FOR WALL REINF. EXISTING 6' TILT -LP CONCRETE WALL a�II ' TYP CORNER BARS AT CONC WALLS PER PAN 4/S42' T /FOOTING EL PER PLAN 4' I ( COIL 131 / (FROM F/ IXI5RNG LT -UP GM) PER PLAN COMPECr7TT NATIVE SOIL OR COMPACTED STRUCT FILL ALT EACH SIDE CORNER BARS TO MATCH CROSS WALL HORIZ REINF CROSS WALL PER GEOTECH REPORT SC W 3 / 4 =1' O AT INTERSECTIONS SCALE: T4".1'-0" 114 24' 3 EACH 4' ANCHOR BOLT T /EXISTING .RARE BEAM HOLD INSULATION @ DOWEL W/ MIN 1 COVER ALL SIDES (1) 115 CONT TILT -UP PANEL PER ..ELEVATIONS 11 =L; @ 24 ° TIC I(1) #5 COOS 11 CONE SOLI NON SHRINK GROUT FlNISH GRADE DOWELS FOR CMU WALL NOT SHOWN FOR CLARITY WALL FOOTING RD, PER PLAN MI 3. AT & TEM WADS RNER WALL H MATCH S FOOTING & ST CO EM WALL HORIZONTAL BARS). '.. TYPICAL CORNER BARS AT CONC WALLS (DOUBLE MAT) w 114 X@ 12`00 CLOSURE POUR ( OA R E cow IN POUR 7 /S. �. PER FT. z Y-0 LONG @ 12OC @ CLOSURE JOINT EXTEND 4 -9 INTO CLOSURE POUR ROUGH. ET E0 E E 1 / 4 AMPJTUOE (DOES ROT APPLY.. THERE IS AN INSULATION BLOCK) COVER W/ 3" MIN CONC OVER STL AT CORNERS AT INTERSECTIONS SCALE: ;F8 TYPICAL MEZZANINE COLUMNS @'GRID F.8 EXPIRED AUG 2 0 WOO 3 SIDES NEW FOOTING PER PL01 SUITABLE 7 'A" PER CfOTECN MSG. SLAB ON GRADE, THICKNESS & RE.F PER DOS. SLAB LL PER PLANS E T /SA9 PER PLAN MASONRY. SEE AR.Ai PLANS FOR LOCATION 36 14 z @ 2400 SLAB ON GRADE & REINF PER RAN IS 0L 12 Atli T (ALt PER PLAN NOTE: ms . ROD. W/ HY -150 ADHESIVE IS AN ACCEPTABLE ALTERNATE TO J -BOLTS AT COLUMN TO FOOTING CONNECTION. INTERIOR COLUMN FOOTING (NO EXISTING FOOTING AT SIM) ? cLR CLR RENF PER PLAN SUITABLE SU PER GEOTECH INTERIOR MASONRY WALL FOOTING I I TT --T-T EXISTING WIDE RANGE COLUMN SRMON A — 7 EXSTNG CONCRETE RU 1" LEVELING GROUT WALL. FOOTING RENr PER 75/542 EXISTING CONCRETE FTG REINF I PER P. /DOSTING FOOTING SCALE: %y -I' -0° 10 114 z 30' LONG DRILL &EMBED @ EXISTING STAB. COLUMN AND WALL ALIGNED ON GRID @SIM NEW WALL FOOTING BEYOND 1 - -6' MINIMUM ( HORIZONTAL; SEE 20/53.1 11 VERTICAL EA FACE, SEE20 /53.1 DOWELS IN CENTER OF WALL TO MATCH VERTICAL REINF SPACING ALTERNATE BENDS SAWCUT COSRNG SLAB TYPICAL EACH SIDE SCALE T/WALL PER ARCH 8' CM tj ALL REINF PER TYPE i CMU WALL. .REF SCHEDULE ON S2.1 (2)115 TOP TYP ADDMONAL 115 CONTINUOUS 36 4 x136 2' O.C. t ARCHITECTURE 777108ANNEW#400 BeHevan WA 98004 425.8126700 425828.9116 Fro Ar1artE. C.aIhvs Marc I. Woes, AIA Principal Architects DCI ENGINEERS TY AMATO CONUERSANO ANC. 2821 NORTIIUP WAY - SMITE 200 BELLEVUE, WA 98004 PHONE (425) 827 -2236 - FAX (4255) en -6986 WEBSTTE dd- ®Rjneemmox FATIGUE TECHNOLOGY INC. 401 AMOVERPARK EAST TUKWI LA, WASHINGTON Revisions REID ` IDDLETON, INC. Et /2 7/7/00 6/20/00 No. Date Item SID RR PEW muss alma ISSUED FOR PERMIT ISSUED FOR PROGRESS �5 ABM) @160C HORIZ (2: COMPETENT NATIVE SOIL. OR COMPACTED STRUCT RU_ PER GEOTEGH 111 EXTERIOR WALL FOOTING PER PLAN a ¢ T /GRADE (2)115 TOP TOP SCALE: 3/4'=1' -0' STRUCTURAL Title FOUNDATION DETAILS Sheet No. .vw S4.2 EXPIRES 10/2/01 Project No. Date Drawn By 99224 8/21/00 M SECTION T /PLINTH IMP RETED FILL PER SOIL REPORTS SECTION 8° SO PLINTH W &/4 TIES T /FOOTING PER P. 4 T /FOOTING PER PLAN 8 CONCRETE WALL A9 8' -0 CENTERED ON 8 CONCRETE WALL CONCRETE PLINTH FOR COLUMN AT GRIDS 15 & A.9 SCALE 3/4=1'-0° 1 /4 TS COLUMN PER PLAN COLUMN & BASE E PER PUN INFlLL CONCRETE PIER CONTROL JOINT DETAILS -7TP EXPIRED kiks 20 ZOSZ v. V,z 1 /t 1 b W.N t/ 8. EV' % V12 MMV PIPE 6.4ACE PER ELEVATION BRACED FRAME CONNECTION AT 2ND FLOOR 5 4 . SCE PER STEEL O 'AILER TO PROVIDE 16N WELDS E. 3 4 SEE PER STEEL 0cUMER TO PROVIDE EN WELDS SCNE / -1 -0• T /STAB • PER PLAN CONCRETE SHEARWALL AT ELEVATOR PIT 1 /2 2ND FLOOR SUB NOT SHOW FOR CM,' WE BEAM PER PLAN NO BUM 0 S. BOLTE BEAT' CD 2O/S. PER � /ss 0 LENGTH. DETERMINED BY STEEL DETAILER TO PROVIDE MIN WELDS DETAIL AT INTERSECTING PIPE BRACES WF BEAM PER PLAN (NO- WF BEAM -® -SIM) 2 MIN 1 /4 12 MN '. PIPE BRACE PER ELEVATION 9 T /STEEL EL PER PLAN CONCRETE SHEARWALL PER P. 5 &INFORELEVATIOMATION N CENTERED ON GRID A9 SEE 8/S3.1 FOR ADDITIONAL # i 1/4 (2) ERECTION BOLTS REF'20/55.1 FOR ADQ'L INFO TS PER PLAT W/ /;CAP j4 24° NO 24TEC EACH SIDE OF WALL ELEVATOR PIT WALL PER 17/S41 NO IT0 SIM SCALE: 3 /4 " =I' -0 PIPE BRACE SECTION PER' ELEVATION 3/4. SPLICE PLATE PER TABLE ' SCALE 1 ° =1' -0 PIPE '/4,12 MINA 1/4 6 MIN 1 Y. 6 MIN / 12 MN E /2 4 L5 /8 It SIZED PER SIT DETAI ER TO PROVIDE MIN WELDS REQUIRED BRACED FRAME CONNECTION AT ROOF SCALE: RDNF PER PUN ' METAL DECK & CONNECTION PER PLAN WF BEAM PER PLAN A ARCHITECTURE 7I7108NIMNE#400 B&Revue WA. 98004 425322.6700 425.828.9116 fiat Arlan E- Coals Mark L. Woermao, AMA Principal Architects DC T • (; \� Gi EE _v>>II:�.RS D' AMATO CONVERSANO INC. 2821 NORTHUP WAY - SUITE 200 BELLEVUE, WA 98004 PHONE (425) 827 -2238 - EA/C, (425) 827 -8986 1/ ` 4VE853 1Edd- etgineas cam FATIGUE TECHNOLOGY, INC. 401 ANDOVER PARK EAST TUKWILA, WASHINGTON 0) T , I ✓i REID MIDDLETON, INC. �/' 8/21/00 7/7/00 6/20/00 59.6 FM PEW COMMAS RSO6 ISSUED FOR PERMIT ISSUED. FOR PROGRESS Date Item COMPETENT NATNE SOIL OR COMPACTED STRUCTURAL FILL PER GEOTECH' NOTE: ,.... NOT SHOWN FOR CLARITY: BRACED FRAME DETAIL AT FOUNDATION SCALE: 3 4_7 . -0 FOOTING PER PUN WF BEAM PER PINY 0 No. Revisions Project No.. Drawn By Sheet No. 9922751.1999 499 11 1 /a TS COLUMN PER P Q COLUMN PIPE BRACE PER ELEVATION 3 E34 SZEo. PER STE/1 DETALER TO PROVIDE MIN WELDS E1x`2z� 11 4'8008 (9' GAGE) 1 NON -SHRINK GROUT T/FTG WF BEAM PFR RAN 4T /s T/F G 1101 ilif2IQOMPEIENT NATIVE SOIL OR BRACE FRAME ELEVATION FlLL P GE TEe L D SCALE: 14-=1• -0° STANDARD BOLTED CONNECTION SCHEDULE BEAM SIZE BOLTS REQD PLATE OR wT WEB THICKNESS WELD SIZE (4) CONN CAPACO (SINGLE SHEAR) W8,C7,C8 2 -1/40 5 / 6 1 / 4 11.1k W10.C10 2 - 5 /16 1 /4 11.1k W12,C,2 3 - 7/60 5 46 '/4 22.1k W14 S - 1/40 5 /16 1/4 22.1k 4 - 7 /80 5 4 6 '. 3 5•4" : W18 5 - 1/4m 546 1 / 4 491k W21 6 - 7 /8 0 5/16 '/ 627k. 'w24 7 - 1/40 5 / 1 4 76 4" W27 B - 5 / 16 1 / 4 89Ak 'W30 8 - 7 /80 5 46 3/4 B .& W33 9 -7/80 5 716 '/4 100.9k W36 10 - 5/16 t/, 112,0k OWSJ PER PUN WF BEAM AT DECK EDGE TN O METAL E OCK & REINF N PER PUN OWSJ PER PLAN TS6x4x Y x WF BEAM PER PUN GONG ON METAL DECK, RENE,. & CONN PER P. 6 2 -6 1 E BEAM CONCRETE ON METAL DECK & REINFORCING PER PLAN T /DECK PER PLAN T /STEEL PER PLAN h T /DECK PER PLAN i r 5x36" DEFORMS` DARS. (BY N' N) B 24 "TIC L5x5x / CONT \1/4 YT /4 V OWSJ PER P. STORE FRONT PER ARCH I I T /STEEL PER PLAN / 4 „ \ , - 1 /4 P' 2 -6 WF BEAM AT OPERABLE PARTITION COMPOS BEAM' PER PU N R 5 /i6x R 1 /2 %7 , W/. (3) 3 /40x6 •., WASS 0 41/2°OC PROVIDE 2' THICK i<' 3" WIDE' FIRE PROOFING PER ARCH ® EACH BOLT TO ALLOW FOR VERT MOVEMENT OF DECK R 3 4x6x6 W/ (1) 3 4"0 -_ A325N THRU BOLT 0 EACH JOIST, TYP (FINGER- TIGHTEN NUT. ONLY) SET BOLT 0 BOTTOM OF SLOT 2" VERTICAL SLOTTED HOLE IN ANGLE 0 EACH BOLT PROVIDE / 0 A36 ROD 0 48 "0C. (MAX) BETWEEN 7HRU -BOLT CONNECTIONS CONTINUOUS L5x5x' / SPLICE AS REQUIRED 0 MID - DISFANCE JOISTS SIMILAR TO 6/ 6/S6.1 .STING: TILT -UP WALL 141 A.9 MAX OFFICE FLOOR AT TILT-UP PANEL I /2 BEAM Es '4 WF B. PER PUN. 'U • / NCRETE ON METAL DECK & REINFORCING PER P. T /EOOR °WSJ PER PLAN WF BEAM PER PUN I T /STEE' SCALE 1 =1 COMPOSITE BEAM PER PU0i DOUBLE BAND eau CMU WAIL PER PLANT & SCHEDULE SCALE: 1 " =1 -0 SCALE WEE,. REF SCHEDULE FOR SIZE PER PLAN V CUT FLANGE AS REQD FOR WELD COL PER RAN ADDITIONAL is HOR20NTAL BETWEEN AND 0 END Or SRAS -TYP KETZF .xll1 /4, D 41 - 0 ELIABE 1 /4 4 1 /2 OA51 PER PIAN REF 5/SS.t 10/ 10/541 FOR AMY RECAIRMENTS - - 2 JOST = PIER ECTION Chi 'E nV MEAL DOCK PeR PUN • WF BM'. PER WAN y WT CONNECTOR OR KNIFE PLATE THICKNESS OF STEM PER SCHEDULE R4 A325N BOLTS REF BOLTED CONN SCHEDULE I WT60d0 x 6" LONG ElB® TYPE E4 PER 20/55.3 L 5/54 /i5 W/ (1) 10 HIT ROD W/ HY 150 ADHESNE WI 6 - EMBED TYP EACH SSE OF PER 2 1/2 GAP ( A MIIIMrWM1A X -X X Df, Al. dal V 1/4 FULL ENGTH REF SC OR SIZE TS COL PER PLAN PIER & RENF PER PUN & ELEVATION ADD'L 15 KNEE N ,. 0 END OF, STUDS TYP A T /STAB BEV PER PLAN JST PER PLAN T /SIF-EL ELEV PER PUN WF GIRDER PER RAN TYP ® LOORESLN E HOLES GRID' F.,, V \ 3 A- M g = RIM • MINNS r r FACE.. OF PIER.. BEYOND KERF R PER 5/S5.1 0 JOIST 1 / BEARING SEAT /4 /STEEL PER PLAN ■ OWSJ P. PLAN 1 /4 EMBED TYPE E4 PER 20/S5.3 W/ (8) i6 DEFORMED BARS (BY NELSON) x 42' LONG W /SD) HOOK ® OPP END WT6x20 x 6" LONG 6 \ 2 TYP Ys 3 1/, 3 rGRID) CONC ON MTL DECK PER PLAN OWS JOIST PER PLAN DECK SUPPORT T /STEEL \ PER PUN ®! ®, ' $. I�� '/4 001 KNIFE RATE & 2i - t4 CONNECTION PER 20/55.1 i' ' TS COLUMN PER PLAN, AT SIA�: o. �_ LSx5x /16 EACH SIDE 1 I$ - 4 $ OF F�1CH COLUMN W/ 1 (2) / IA 6 Roo • s'um /HILn HY- 150 INTO ----�n -- EXISDNG PANEL BEYOND L6x6x5/16 x 6" W /(3) R/ SR WF' GIRDER PER PLAN WELD 3 9DE5� ® 9TY /4 V INTERIOR GIRDER TO COL CONN AT FLOOR V 1f 1/ OPTIONAL (WIFE PLATE CONNECTION @ GIRDER LINES KNIFE PLATE TYP COL SCALE: o" ANGLE W/ SRFFNERS TO TS' COL /55 2 0 2002 Oraven By Sheet No. 99224 8/21/00 MWS STRUCTURAL FLOOR Title FRAMING DETAILS S5.1 EDGE FORM PER DECK SUPPLIER OW5J W/ 0/ EXTENSION C WF aEAM PER P. SCALE 1" =1 -0' r; B 4 x x-x �c=1c T /OTT R „ A gar PER PLAN JOIST BEARING AT DROPPED BEAM TS6x4x'4 TOP CHORD OF CORD (WF BEAM ®SIM) STEP IN ELEVATED DECK T /DECK 61 17. TS6x4x' /q PER PLAN TS6x4x'/ T /STS OWED PER PLAN ��WF BEAM PER PLAN SIM SECTION INTERIOR EXTERIOR DECK T /DECK PER PLAN CONC ON METAL DECK & ROOF PER PLAN 11/S PER PLAN CONCRETE ON METAL DECK & REINFORCING PER PLAN OWSJ AT DECK EDGE CMU WALL REF ELEV FOR TYP RONF OPTIONAL COPING FOR REBAR (4) t5 IN OBL FOND BEAM FL/ROOF LINE DRY PACK AFTER BEAN INSTALLATION R AODL (4) $5x4OP IN PARTIAL BOND • BM WF SEATS WF INTO CMU WALL CONC ON METAL DECK & RONF PER PLAN B JOIST 6 VA BEAM PER PLAN STOREFRONT & JOIST BEARING AT GIRDER NOTES: 1. REF PUN FOR BEAM & COL SIZE. 2. PROVIDE STD BOLT HOLES PER RISC. 3. CAPACITIES BASED ON RISC -9TH EDITION -A325N BOLTS, TABLES XA THRU XF 4. WT OR KNIFE PLATE CONNECTIONS MAY BE USED, CONTRACTORS OPTION. TYPICAL BOLTED BEAM /COLUMN CONNECTIONS EDGE FORM PER DECK SUPPLIER WF SHAPE, PER PLAN PROVDE MIN 4 BEARING PER PLAN CONC. PER ON METAL DECK PUN ANGLE & CONNECTON PER 5/55.2 T,IDECK PER PLAN WELD 3 SIDES T /DECK PER PLAN * T /STEEL PER PUN ANGLE & CONNECTION PER 5/55.1 TYP L5x5x /ts C DECK & CONNECTION ONCRETE ON METAL PER PLAN NOTE DRYPACK AROUND B. AFTER INSTALLATION OF B.S. 1 COMPOSITE WF BMS AT CMU WALL SLAB /DECKING NOT SHOWN FOR CURTLY FLANGE WIDTH TO BE WIDTH OF TUBE OR LARGER FOR WELDING CONCRETE. OVER METAL DECK, REINFORCING k CONNECTION PER PLAN THREADED ROD & SPACINGS FOR OPERABLE PARTITION PER MANUFACTURER R THICKNESS PER SCHED.W/ /"0 /325 -N BOLT. REF SCHED FOR NUMBER CMU WALL PER PLAN & SCHEDULE CONT BOND BEAM NON- SHRINK EBELING GROUT AS RERARFD. ANGLE & CONNECTION PER 5/55. TYP/ 4x/16 FUIt LENGTH E REF SCHmUL FCR 9ZE FACE OF PIER FULL LENGTH FLIT SCHEDULE SLE PROVIDE LONG SLOTTED HOR2 HOLES AT MEZZANINE GIRDERS ALONG GRID F-1 WF BM BOTH ENDS WHERE OCCURS WF BEAM PER PLAN CONNECTION PER 20/55.1 -EMBED PER 10/55.1 & 20/553. TYP ADD'L /5 x-' HORZ BETWEEN & O END OF $IUDs DFFORMm BARS PER 10/55.1 DRAG JOIST & WF BEAM AT CONCRETE PIER SCALE 1 =1 -0" SCALE: 1 =1-0 CONNECTOR SCHEDULE COL SIZE 1S 12x12 TS 10210 I IS 6x8 IS 6x6 I TS 4x4 WT S2E WT 6025 Yu .265 WT 5x16.5 WT 5x16.5 Wf 5x15 T /CONCRETE ON METAL DECK PER PLAN BOTTOM /CONCRETE ON METAL DECK = T /OWSJ PER PUN NOTE: NOT SHOWN FOR CLARITY: PIER DRAG JOIST AT CONCRETE G. BEAR 12 R '4,47,12 MIN SE BEARING SE (5" DEEP). 1YT &CONNECTION PER 10/55.1 EMBD IN PIER PER E 10 /SS.i I. & REINFORCEMENT PER PUN & ELEVATION 1 / 4 I WI PER SCHED WHERE WF. / 4 FRAMES. INTO GIRDER COL ADD'L /5. x 5 -0" LONG VERTICAL. BETWEEN & AT EACH END OF STUD ADO'_ IS x 18" BETWEvN & AT EACH END , STUD PIER & REINFORCING PER PLAN & ELEVATION EMBED TYPE E5 PER 20/55.3 B /JOIST tE EMBED WF BEAM 'PER PLAN CONNECTION. PER 20/55.1 NOTE T. REF 9/55.1 FOR ADDNIONAL : .PIER WINE ®. EMBED. 2. CONCRETE OVER METAL. DECK NOT SHOWN FOR CLARITY. DRAG JOIST & WF BEAM AT CONCRETE PIER 1 0 SCALE: r =1' -0 OL GIRDER =CL COL Revisions T77 108th NE 0400 Bellevue WA 98004'. 4258226700 4258289116 Fars Axlaa E_ Calm Mark I._ Woesmatta,AIA Principal Architeel5 8/21/00 7/7/00 6/20/00 DCI ENGINEERS D AMATO CONVERSADTO 1.51C- 2821 NORTIBUP WAY -SUITE 200 BELLEVUE, WA 98004 PHONE: (425) 8 - FAX: (425) 827 -8986 W EBSTTE- dci- eagineers.com. FATIGUE TECH TOLOGY INC. 401 ANDOVER PARK EAST TUKWILA, WASHINGTON �.REIO MIDDLETON. 1NC.1 CSo. Date Item EXPIRES 10/2/01 Project No. Data ®Et RR PEMF COIWM6 EMS ISSUED FOR PERMIT ISSUED FOR PROGRESS PUDDLE WELD 0 EACH FLUP CONCRETE ON METAL DECK & REINFORCING PER PLAN T /DECK PER PLAN TfDECK PER PLAN L5x5x5/ 6 CONTINUOUS SPLICE SIMILAR TO 6/S6.1 AS REQUIRED CONCRETE WALL REINFORCING PER PLAN ELEVATIONS DECK AT CONCRETE SHEARWALL NOTE CONTINUOUS DRAG REINFORCEMENT PER PUN TERMINATE W/ STANDARD HOOK O NORTH END OF SHEARWALL CONCRETE ON METAL DECK & CONNECTION PER PUN g x s Z /2 Wl OC 5/6 "f x4' WHSS 9 DECK/SHEARWALL CONECTION REF T /SUB O MEZZ SECTION AT MEZZANINE SHEARWALL PROVIDE 2 THICK x 3 WIDE FIRE SATING PER ARCH 0 EACH BOLT 10 ALLOW FOR VERTICAL MOVEMENT OF DECK PER PLAN WI 2 �Y MEZZANINE BEAM PER PLAN STUDS ON BEAM NOT SHOWN FOR CLARITY. MBE/ BEAM FACE OF CMU --1(SITING Z 1cREEE 'TILT -UP WALL R 1 /2x9 CONTINUOUS W/ (2) 3 4"0 x 6 WHSS O 36.0 (STAGGER STUDS ON OPPOSITE SIDE OF WALL WHSS GAGE = 6 ° ) 1 2 L5x5x CONTINUOUS SPLICE SIMILAR TO 6 /S6.1 AS REQUIRED (3) ADDIUONAL f5 CONi1N0005 SCALE: 1 1' -0 ° O ADDITIONAL t5 5' -0 O 12 OC FOR FULL LENGTH OF WALL 8' CONCRETE WALL REINFORCEMENT PER PLAN 1 /2x9x9 CONTINUOUS EMBED R 0 24 W/ (4) x 6 ° WHSS 0240C (6 Gam) W /. STANDARD HOOK EACH END CONTNUOUS) SCALE: 3 / 4 =1' -0° SCALE %i =1' -O L5x5x 16 / SWOTTEDHOLE5 FOR OC / f HILTI HY -750 O 24" SET ANCHOR BOLT IN BOTTOM OF SLOT OWSJ DRAG CONNECTION 1/ 1 / 4 CONCRETE ON METAL DECK REINFORCEMENT PER PLAN w sxzs x 's' TYPICAL JOIST AT CONCRETE WALL EACH END OF L T0 OiSt ) 1/ V 9 CONCRETE ON METAL DECK & REINF PER PLAN BEARING SEAT OF OWSJ ANGLE J06T BEARING SCAT PER 15/S5.1 CL COLUMN = OWSJ (DRAG) S COWMN � - PER PLVJ L4x4x x36 COPE AS REQUIRED AROUND COLA. WF BEAM & CONNECTION PE? 20/S5.1 l�l�x- 1E —x--I ND SLAB O SIM ONCRETE DECK PER PLAN T /MEZZANINE PER PLAN (2) f4 SCALE t =1' -0 �Ip_y #4 x 5' -0" 0 24 ° 0C last (f4 x - 0 24 0 SIM) II II W/ EMT R x 7 CONTINUOUS / 0x WHSS 24 OC 2 5' O ' 66 iI TOP AND BOTTOM II 1� MU WALL TYPE & IIIi PER PLAN VIII SCALE 1 MEZZANINE CONNECTION AT EXSITING TILT -UP WALL MEZZANINE DRAG CONNECTION TO CMU SHEARWALL Katt: 3/i i ' -o , 16 SCALE: CONCRETE WALL & RENFORCEUENT PER T/MZZANINE PAIN & ELEVADoN : ; ; EACH PER PAN so OF WT.'S 3 1 i t s ((4 �f WHS'S (6' GAG VARIES COMPLETE PENETRATION WEIR OTOP & BOTTOM FLANGES TO COLUMN 3 SIDES. TYP SECTION 7 /STEEL.. ' PER PLAN T /DECK r STIFFENER It Z� THICK EACH SIDE OF WEB TYP CRANE CORBEL 1 1/ SCALE 1'=1' -0' CMU WALL PER - . PLAN .. CONNECTION PER P. W12z35.z 16 LONG COMPLETE PENETRATION WELD 0 TOP & BOTTOM FUWGES TO COLUMN ADD ANCHOR BOLTS WELDED TO 0 SIM PER PUiN SHIM TO BEAR R36 /,gz61 /1px12 Wi (2) / f z 6 WHSS 411 CENTERED IN WALL 1 /4 3 EMIBEDO /2.W/ ( - � 0' WHSS (e �acz/ ( BOND BEAMS O FLOOR I NE MAINTAIN 11I4 1 BOND BFUJ BELOW EMBEDDED R k BAR JOIST TO CMU WALL CONNECTION FRONDE 2' THICK z 3' WIDE FAZE PROVING PER ARCH O EACH BOLT TO ALLOW FOR VERB./ MOVEMENT OF DECK CONCRETE ON METAL DECK .& REBFORCING PFR PI/Y4 E COLUMN VARIES ANGLE TO 13 4r3 1 /4 JOST SEAT 14 U WALL & REINFORCING PER PLAN & SCHEDULE TYP WF COLUMN PER PLAN 16 3 /16 1x /4 SECTION AT SUSPENDED WALKWAY CONCRETE ON METAL DECK PER PLAN C12x25 CONT CONCRETE OVER METAL DECK REINFORCING & CONNECTION PER. PLAN f x 36 DEFORMED BAR ANCHORS (BY NELSON) O 24'OC (PUCE O 1/2 FROM ..TOP OF ANGLE) WELD PER GENERAL STRUCT. NOTES, 'Legisgeissee L4x4z CONE SDFFENE PPOR R R 0 EACH PIPE SU T F1 CL MEZZANINE PER �T /SLAB 0 MQZ PER PALM MEZZANINE BEAM PER PUN SCALE: ' =1' -0" METAL DECK PER PLAN. WF BEAM PER PLAN /2.6x6 1 °f SDA PIPE O'8' o 'OC TAN MAX SCALE: 1 ° =1' -0 lII� 41-011 11 IICII 11111 ® FLOOR LEVEL CUBE O 9EAM 1110 CRANE RAL BY CRANE MFR CONNECTION BY CRANE MFR PROVIDE 2" THICK x 3 WIDE ORE SATING PER ARCH EACH BOLT TO ALLOW FOR VERTICAL MOVEMENT OF DECK 5 CON W/ /16 z 2 / VERTICAL SLOIT HOLES O 48 OC FOR /4'0 HILTI HY -750 W/ 6 EMBEDMENT SET ANCHOR BOLTS IN BOTTOM OF SLOT 8 CMU AR. SEPARATION WALL:' SEE 20/S3.1 (2) 15 IN EACH BOND. BEAM TYP 1 /4 WIDE FLANGE BEAM AT CMU WALL EDGE FORM PER METAL OEM SUPPLER COMPOSITE WF. PER PPM: DOUBLE BOND B. 0 FLOOR LEVEL CONCRETE ON METAL DECK 0 REINFORCING PER PUN T /DECK (VARIES) BEAM WIDE FIANCE BEAM PER PUN ONISS PER PLAN W/ TOP 13.. MOOS. COMPOSITE WE PER PLANT WF/WF BEAM CONNECTION AT WALKWAY 1 /s LSz5xN1 CONTINUOUS' LONG W/ (2) 3 4'f ANCHOR BOLTS x 6 EMBED 0'6 GAGE CENTERED ON EACH JOLST. PROVIDE ,/,,70 J -BOLTS BETWEEN JOINTS PER 5/S52 PROVDE 2' VERTICAL SLOTTED HOLES FORD -BOLTS NUTS PINCER TIGHTEN NUTS ONLY SET BOLTS 0 BOTTOM OF SLOT SPLICE ANGLE SIAMI. TO 6/S6.1 AS REQUIRED (SPLICE. O MID PONT BETWEEN JOIST) SCALE 1 -0' ON SEEN_ DECK k RETNFE2CING PER PLAN T /STEEL_ PER PLAN TYPNAL BOLTED BEAM CONNECTION FER 20/511 T /DECK J PER PLAN' T /STEEL PER PLAN' NCRETE ON METAL DECK O RENFORGNG PER PLMI '. WF BEAN PER PLAN L5x5 /i6 CONTINUOUS W/ } x 6'J- BOUTS 24.00 (PROVIDE 2/' VBRTI. - SOT IN ANGLE J -BOLLS & MGM TIGHTEN NUTS ONLY) SPLICE ANGLE SIMILAR TO 6/S6.1 AS REQUIRED'.. ANGLE BEYOND PER 5/55.2 OR 15/S5.2 r /STEEL B /DECK I EL. PER PLAN DOUBLE BOND BEAM O ROOK UNE SCALE 1 - =1' -0 PROVIDE 2' THICK x 3 WIDE BEAN AK -SAFlNG PER ARCH 0 EACH BOLT TO ALLOW FOR 6 I VERTICAL MOVEMENT OF DECK DBL BOND BEAM FLOOR TYP (4) f5 CONT. TYP 8 CMU WALL REF FEIN PLAN.. & ELEVATION FOR TYP REINF 1 /4 /4 TS COL 1/ CONC. ON METAL DECK & RENE PER PLAN WT 6.20x6 1/4 PER P DECK SPAN PARALLEL TO WALL 11111 a® 6 = : 111' DECK SPAN PERPENDICULAR TO WALL CONCRETE METAL DECK TO CMU WALL CONNEt i TON r Ct COLUMN I 'VARIES PROVIDE WELD WASHERS CO ALL DECK/LEWER ANGLE CONNECTIONS CONCRETE ON METAL DECK PER PLAN T /STEEL. - . BOT DECK EL PER P. L5x5x 46 w/°1/4 ae W/ 6° EMBED 0 16'0C MAX SCALE. 1 ° =1' -0" L6x6x5 /16 EA' SIDE OF TS COL W/ (1) 3/4'f' J -BOLT x 6' EMBED BOND BEAM O CONNECTION ELEVATION 1"P Wn A D aOUBLE BOND BEAM FLOOR UNE (MIN) ;'PIS 111 i CONTINUOUS ANGLE ' ANCHORAGE PER 9/85.2 SPLICE' SIMILAR TO 6/S6.1 0 COLUMNS AS REQUIRED CMU 'WALL & REINF PER. PLAN & SCHEDULE c JOIST PER PUN OWSJ PER PLAN�f SECTION AT GRID LINE F OWSJ AT COLUMN AND CMU WALL W 5/ CO NTINUOUS WHSS 0 9'OC 3 4f A36 ROO w/ FOLK HY -150 ADHESIVE xG BJBED 016 8" CAM WALL & REINFORCING PER PLAN & ELEVATION TRIPLE BOND BEAM FLOOR LEVEL EXPIRED AUG 2 G 2002 iz000 -zzF DECK/CMU SHEARWALL CONNECTION PRONOE 2' THICK x WIDE FlRE SATING PER ARCH EACH BOLT TO ALLOW' FOR VERTICAL MOVEMENT OF DECK DOUBLE BOND BEAM FLOOR LEVEL 8 ° . CMU. WALL & REINFORCING PER PLAN 8: ELEVATION JOIST L5x5x BETWEEN JOIST W/(3) 31 '0 ANCHOR BOLTS 6 EMBED WIDE FLANGE BEAM' PER PLAN CONN PER 2(1/55.1 15 x 5'-0 CO 16'0C ADDITIONAL FOR FULL LENGTH OF WALL CONTINUOUS DRAG REINFORCING PER-PtAN TERMINW/ARD HOOK 0 WET END ATE OF SH slil •II I.NCI 1 iy 12H I11I 111 NCRETE ON METAL DECK & CONNECTION PER PLAN PER PIMP L5x5 5 / 16 COMTNU0115 W / /}0 z.6 2" 24 00 LOT IN G 0 J-B VERTICAL S IN ANGLE... TI TIGHTEN NS & TINY s E r O S.O oN NUTS BOTTOM OF S SET LOT. BOTTO 5E ANGLE AS SIMILAR IR 6 /56.1 AS . REQUIRED SCALE: 1 ° =1' -0 SCALE: 3 /i =1' - 0' T /DECK PFR PWN' ARCHITECTURE' 717108do 4t-400 Bellevue WA 98004 425.822.6700 425.828.9116Fo D AMATO CONVERSANT INC. 2821 NORiFIUP WAY - SUITE 200 BELLEVUE, WA 98004 PHONE: (425) 827 -2438. - F3IE (425) 022 -8966 W EBSECE dd- engineers.mm FATIGUE TECHNOLOGY INC. E1 401 ANDOVER PARK EAST TUKWILA, WASHINGTON 8/21/00 7/7/00 6/20/00 No. Prolect No. Date Dravm By A Arum E.CaIIms Mark L. Woe®alt, AiA Prmupal Anibiteets D ENGINEERS I REID' MIDDLETON, INC MORRKW COMM RFOSE ISSUED FOR PERMIT ISSUED FOR PROGRESS Date Item SCALE . 4 - =1 . -0 - 1EXPIRES 10/2/01 99224 8/21/00 MWS STRUCTURAL FLOOR Tide FRAMING DETAILS EMBEDDED PLATE CONNECTION SCHEDULE '.. PLATE MARKER BEAI1 '97E PLATE'. St. t w 41 (A36).. NUMBER OF STUD SPACES 'N' NUMBER OF SNDS REQUIRED EI W63 '1/2' x 10 x 10' 1. 4 E2 W12,W14 1 / 2 ' X 10 x 1 -4'. 2 G E3 W16 1 / 2 x 10 ° ' , x 1' -10' E4 W18,W21 1 / 2 : x i0 x 7 -4" 4. 10 ES W24 / x 10 x 2 12 W12 1 /Z x 10' x 1' -0 ". t 4 W16 1/2 x 10' x 1' -6' 2 8 m3 1118 1 / 2 . x 10" x 1 -9' 3 8 R1/2112x12 W� (4) / "0 x 6 LONG WHSS (8" GAGE) (3) ADDITIONAL #5 5 -0" LONG VERT CENTERED BETWEEN AND OEACH END OF STUD (3) ADDITIONAL #5 x 5' -0" LONG HORIZ CENTERED R W6 (4) / "0 x LONG WHSS (8 GAGE) (3)ADDITIONAL #5 x S' -0 LONG VERT CENTERED BETWEEN AND O EACH END OF STUD _ _ TS PER PLAN I ! : DECK & CONN lgN 1 / 1 WF PER PIA u , R TO WF I\ a `V / t 7a 1 /4 /1 (3) ADDITIONAL #5 x S -0° LONG MORIZ CENTERED SECTION AT WAREHOUSE CANOPY CANOPY CHANNEL CONNECTION E MBED TILT -UP PANEL & REINF PER PLAN & ELEVATION REINF NOT SHOWN FOR CLARITY n CHANNEL PER PLAN TYP V6x6x12 N'/ (4) .4,4! CAGE G az THRU - BOLTS TS 3x3x 2 -6 ANGLE TO 2 -6 CHANNEL T /SLAB PER PLAN DECK SUPPORT :.NGLE Pt 5/552 -TY' SECTION WF BEAM PER P. NOTES: 1. DETAIL 1S REFERENCED ON PUN AS 171 2. CONTRACTOR TO SUPPORT END OF CANILEVER UNTIL WELD PLATES ARE INSTALLED. TS PER 20/55.1 WF PER PLAN 1/ , 1 /4 10 KNEE. BRACE T/ DING PER ARCH 1 2 -12 w® SHEAR TAB PER 1/4. )• 2-12 20/55.1 MC PER CONTINUOUS 1/C12 PER RAN CONTINUOUS STAIR STRINGER AT INTERMEDIATE LANDING FULL P WED TOP & BOT BENT R PER 4/55.3 SECTION AT FLOOR STRINGER PER P. 3 SIDES 1 /4 TIP 1/4 .6 x 9" EACH SIDE,. 8. W/ 'TS/ts"51/2x20 TYP TOP &BOTTOM FLANGE CONCRETE METAL DECK PER PLAN VF BEAM PER PLAN SHEARTAB PER. 20 /05.1 ERECTION BOLTS MOMENT CONNECTION AT CANTILEVER BEAM SHEAR TAB & CONNECTION. PER 20/55.1 JI1= THICKENED FOOTING CONCRETE S. PER P. BENT It PER 4/55.3 STRINGER BASE DETAIL STRINGER AT LANDING NOTE SECTION IT 1. DECK RIB VALLEY TO BE CENTERED OVER BEAM WHERE POSSIBLE OR DECK MUST BE SPUT FULL' LENGTH OF BEAM TO PROVIDE CONC HAUNCH W /.'. MIN WIDTH = 4 BASE F 1/ i2'zLENGFTI 4 PAL31 =. 6 " MIN AVERAGE RIB WIDTH WWF T /SLAB EL' PER PUN TYPICAL COMPOSITE BEAM TO COMPOSITE SLAB EDGE FORM TO BE DESIGNED BY DECKING SUPPLIER I 4 6 UNO TYPICAL PERIMETER EDGE FORM STANDARD METAL DECKING EDGE FORM SCALE: r=r-Cr EDGE FORM TO BEAM (6) ;TO 0 I WN BEM R 12 GA CONC. TREAD FORMS TYPICAL DECK AT DISCONTINUITIES (8) X • t • STRINGER PER PLAN FUL TAW TIP TOP& P BOTTOM FLANGE CONCRETE ON METAL DECK PER PLAN T /SLAB SCALE SCALE 1 • =1' -0 F OF GIROERI OR FACE OF COL 24" MAX STUD SPACING PER PLAN UPPER STRINGER AT LANDING CL BEAM '.. SCALE: 6-12 #4 x i8 O 18.00 WELD TO L5x5 L5x5x1/2 CONT ACROSS STAIR OPENING PROVIDE 1 /a" STIFFENER PLATES EACH SIDE OF WEB 0 STAIR ' STRINGERS TYP WF SHAPE PER PLAN SCALE CONC SLAB PER PLAN EA END L TO EN STfTINGFR 12 T /SLAB PER PLAN A RlCII 11 E C 1 URE 777 108t1t NE 0400 Ro0000eWA 98004 425.8226700 425.828,9116 Fax AxhaaE. CoIffoo Murk L_ Woe®an, AIA DCI % C tiE�,RS D' AMATO CONVERSANO FNC. 2821 NORTHUP WAY- SUITE 200 BELLEVUE, WA 98004 PHONE: (425) 82: -2238 - FAX: (425) 827 -8986 WEBS.: da- eogmres-cam FATIGUE TECHNOLOGY INC. 401 ANDOVER PARK EAST TUKWILA, WASHINGTON REID N;IDDLETO'v, 8/21/00 7/7/00 6/20/00 No. Date Item SSIED RR R3 1f COIEi1S REFACE ISSUED FOR PERMIT ISSUED FOR PROGRESS EDGE FORM'ITO BED DESIGNED BYI DECKING, SUPPUER END CLOSURE • PER DECK SUPPUER V IN �lTPMRIMMMIRIMMIMMMIMMF 12 T /STAB EL PER PLAN T /SLAB PER PLAN SCALE: 1 " =P -0 NOTES: MAX STUD SPACING 12" AMERVIN PUDDLE WELD VMMI PUDDLE WEIR WHERE NO STUD PROVIDED DECK PARALLEL TO BEAM DECK PERPENDICULAR OR SKEWED TO BEAM 1I. THE MIN NUMBER OF STUDS REQD IS SHOWN AS (X). ON FRAMING PLANS. ADOL STUDS MAY BE RECO ALONG THE LENGTH OF 8EAM' TO MEET THE ABOVE MAX SPACING REQUIREMENTS. 2 IF IWO STUDS ARE RECD IN ONE FLUTE, THE TRANSVERSE SPACING SHALL HE 3" MIN. OR (4) STUD STANDARD METAL DECKING CONNECTIONS SCALE: 1 • =1' -0" MAX REF /VP BM CONN PER PLAN AND SCHEDULE OR 20/S5.1 ® ( 3) 60C f4.VERT O EA EMBED TYPICAL EMBED PLATE DETAIL 14x2' -0 6OC (O EMBEDDED PLATE) WALL SEE / RENF PER PUW' 10" 2 PLATE SIZE PER SCHEDULE 5 /2 ° 0x0 . -6 . LONG HEADED STUDS Revisions Project No. Date Drawn BY Sheet No. 9927,536, .g 2000 I EXPIRES 10/2/01 99224 8/21/00 MWS STRUCTURAL FLOOR Title FRAMING DETAILS S5.3 WIDE FLANGE BEAM AT TUBE STEEL COLUMN 9 T / PANEL EL PER PLAN WALL PANEL REF'ELEV FOR TYP'REINF ANCHORS & CONNECTION PER13 /56.1 DECK SUPPORT ANGLE PER 30./56.1 OR 3B/56.1 NOTE: SPLICE DETAIL REQUIRED AT ALL ROOF LEDGERS CE EPDXY 0 PANEL ANCHOR JOINT 2 -0 SPLICE DETAIL AT ROOF DECK SCALE 1 /a 8 OF JOINS OF CHANNEL 3 483 1 /2x24 SPLICE PLATE CENTER ® JOINT ROOF DECK PER PLAN =t'- T /CMU WALL PER ARCH ANGLE 684x5 /;6 J/4"0 H) x TIN CONUOUS W/ ANCHOR BOLTS 0 16 - 0C. SPLICE SIMI,11 TO 6 /S61 AS REQUIRED �. UPRJRNED LEDGER GB/ PtZf 38/56.1 METAL DECK PER PLAN WF COLUMN PER PLAN B /DECK = T/STEEL PER PLAN ROOF DECK PER PLAN & 7/S6.1 C3 CHANNEL PER PLAN.. DECK SPAN PARALLEL TO PANEL T/PANEL Ma Ma Alla OWSJPER P. PER P. NOTE: ANGLE IS .CONTINUOUS AND SUPPORTED BY JOISTS. SPLICE ANGLE PER 6/S6.1.. ANGLE IS CONTINUOUS. SPLICE ANGLE PER 6/56.1. ROOF DECK PER P. DECK /LEDGER CONNECTION PER GEN STRUCTURAL NOTES TYPICAL DECK/PANEL CONNECTIONS @ ROOF WAIL - PANEL REF ELEV FOR TYP ROT. DECK SPAN PERPENDICULAR TO PANEL tlE1 SCALE ./4 =1 ANGLE & CONNECTION PER 30./56.1 WT6X39.5 x 41/2 ....... W/ (2) /ol Hun ' HY -150 ADHESIVE x, 5" EMBED %0 A36 ROD W/ : HY -150 ADHESIVE x' 5" EMBED TIE 'L -.5 EACH HET TIE -. ti T /FRAMEI ROOF /PANEL CONNECTION AT WAREHOUSE STALE: METAL ROOF DECK & CONNECTION PER PAN T /STEEL PER P. SECTION -:n EXISTING PANEL ilq NOTE: PER PLAN 1. FOR ADDITIONAL. INFORMATION ray NOT .SHOWN REF DETAIL 4/S6.1 -_ 2. COLUMN /PANEL CONNECTION _.._. OCCURS ®8' -0". FOR FULL HEIGHT OF COLUMN ( (3) CONNECTION MINIMUM)..:. NEW /EXSITING COLUMN CONNECTION (WAREHOUSE) sate 1-=1' -0- 6 OF WELD TO EACH ANGLE SPL1C EACH SIDE SAFFENER 1 /a' , 3 R ttP. R 4/56.1 FOR IN DEROFTION THIS T/EXISDNG SIDE OF PANEL PLYWOOD PER PLAN 6xfiz /2 x. 6" LONG'. W/ (2) 1/2 "0 THREADED ROD. EMBED & EPDXY 3 W/ MILD HY -150 GA = S R : /tfi THICK'TYP T /PANEL PEN PLAN CE REAM = COLUMN VARIES METAL DECK & CONNECTION PER PLAN SPUCE P, V2x3xt2 WHERE REQUIRED L6x4x / CONTINUOUS EDGE ANGLE W. P3 PLAN TOP CHORD EXTENSION TYPICAL WF BEAM TO WF COLUMN CONNECTION ROOF JOIST AT WIDE FLANGE BEAM L PER PLAN L PER PLAN 5 / 1 6 SHEAR TAB BOLTS PER 20/55.1 ' WF BM PER PLAN SECTION SCALE 1 13 EACH JOIST ROOF DECK PER RAN $ T /JOIST EL PER PLW ROOF JOIST / WALL PANEL CONNECTION METAL DECK PER PLAN JOIST PER P. WT 7 %215x0' -5 SCALE 3/4 " =1. -O. WF GIRDER TO COL CONNECTION AT ROOF SCALE 1 ° =1' -0" METAL DO. CONNECTION TO ANGLE PER PLAN & GENERAL NOTES L PER 18/56- METAL ROOF DECK &CONNECTION PER PLAN' OW. PER PLAN .. SLOW BEAM PER PLAN OWSJ AT EXSITING TILT -UP CONCRETE PANEL SCALE: 1 " =1' -0" T /STEEL PER PLAN B /DECK = T /STEEL PER PLAN FROM C3 TO ANGLE FRAMING AT CMU AREA SEPARATION WALL EACH SIDE FULL LENGTH CHANNEL TO LAGER N/16 CHANNEL UNDER ROOF DECK AT PERP LEDGER SCALE: 1 =1'-0 NOTE: RE- DETAIL 9/56.1 FOR WF TO COLUMN CONNECTION 3 SIDES TAP WF PER PLAN COPE WF FLANGE TO EXPOSE WEB V./16 SECTION JOIST CMU WALL & RDNFORCING PER PM & ELEVATION ROOF DECK & CONNECTION PER RAN IhrilrEIBEEMESSISIS Iu ®9 1111 r1s.i C3 CHANNEL PER PLAN & 7/56.1 ROOF DECK & CONNECTION PER P. 1 /a L & CONNECTION PER 15/56.1 SCALE METAL DECK & PENNECTION PER 75 /56.7 .GRID; SPLICE CONNECTION PER 15/501 SCALE 1 -0" ROOF JOIST AT TUBE STEEL COLUMN KERF R & WIDE F,NGE CONNECTION PER 20 /55-1 (WIDE FLANGE NOT SHOWN FOR CLAMS). TUBE. STEEL' COLUMN PER PLAN SCALE. ROOF DRAG CONNECTION TO CMU SHEARWALL 1/ NOTE: CONNECT METAL ROOF DECK TO DRAG ANGLE W/ 5S0 PUDDLE WELDS 0 12 DRAG' ANGLES AT OWSJ AT ROOF / - R 3 /83 1 / 2 x18 ETA, ROOF DECK PER PLAN SCA. 1 - =1'-0 ANGLE BEYOND PER 3/56.18 /A 3 I 4x8xV, CONNECTION PER 19/56.1 L3x3x x 24 LONG. EACH SIDE OF WIDE RANGE BEAM FOR BEARING zi OWSJ AND WIDE FLANGE AT CMU WALL ROOF DECK & CONNECTION PER RAN T /STEEL PER PLAN T /PANEL PER ELEVATION E 1 / 2 81042 W/ (4) 1 / 2 % x6 WHSS GA = 7" (2) 14x3' -0 ®a STUD ROW PER PLAN TYPICAL SHEAR TAB CONNECR \ PER 9/S6.1 &' 20/S5.1 COLUMN PER P. TS COLUMN 73. SIM OWSJ PER PLAN CONNECT TO ' / °w / x 3" LONG EACH SIDE OF JOIST '/ x7OMIN000S ® S .cOC 4.0. 6" 811. 1DOUBLE BONG IBEAM 0 ROOF CMU WALL &+ REINFORCING '1 PER: ELEVATION SCALE 1" =1' -0" ARCHITECTITBLE 777108th NE #46I Bellevue WA1 98004 425822,6700 425.8289116 Fa Revisions Project No. Date Drawn By AslffiE -Colima Mark L. Waasmea,ATA Principal Alain, fs es • DCI ENGINEERS D' AMATO CONVERSANO €5IC 2821 NORIFIIIP WAY - SUITE 200 BELLEVUE, WA 98004 P8ONE: (42 827 -2238 - 8.4R_ 425) 827 -8986 SSrrE WF ad- oagi¢eemconx FATIGUE TECHNOLOGY INC. 401 ANDOVER PARK EAST TUKWMA, WAS}fl GTO N I REiD M IDDLE T O." 8/21/00 7/7/00 6/20/00 No. Date'. Item NC . ME1 FOR PEW MONS nem ISSUED FOR PERMIT ISSUED FOR PROGRESS I EXPIRES 10/2/01 99224 8/21/00 MO STRUCTURAL Title ROOF FRAMING DETAILS Sheet No. � 6.1 922 61 1..9 2. -1 . 35 , .a. AC UNIT i'... LVL SIZE NOTES 1, 8, 9•,11 1 LVL OCCURS ON ONE SIDED AC -9 Ac - - AC -7 134x91/4 AC 10 134x12 2 SIDES OF CURB BEAR ON GUTS NOTE: GRID' REF 7,'56.1 FOR CONNECTION OF DECK TO CHANNEL AND CHANNEL TO EMBED PLATE DECK CONNECTION AT CONCRETE SHEARWALL WI& B VF BET CHORD PANEL, A1PEFA F POINTS, TYP © © 0 © 0 D. REF NOTES: 1. WHERE CONCENTRATED LOADS ARE SUPPORTED BY JOIST CHORDS AND ARE LOCATED MORE THAN 6 FROM A PANEL PONT & RDNI,,,ZCE THE JOIST WTH AN ADDED ANGLE (EA SIDE OF JOIST) EXTENDING. FROM THE POINT LOAD THE NEAREST PANEL POINT ON THE OPPOS1TE CHORD. 2. REMOVE LOAD FROM JOIST PRIOR TO WELDING ANGLE 3. ADDED ANGLE d WEIRS PER JOST MANUFACNRER. DETAIL @ DIAGONAL BRACE 1 �4x t2 ( m 5 /1;0 . 131 , 3 , L1 2 5 4 4/4 OC W/ (1) BOLT 6' EACH SIDE OF BREAK M EXISTING PURJN CL PANEL POINT COSTING 5 GLB LVL1 /4x12 EACH SIDE OF DOSING .4x12 CONCENTRATED LOAD SECTION FIX FOR BROKEN 4x12 PURLINS CONCENTRATED ONE ANGLE ADDED LOAD EA SIDE OF JOIST SCALE NONE TOP CHORD PANEL POINTS, TYP (J HANG WITHIN 6' OF ANY UPPER PANEL POINT FOR JOISTS. 0 HANG WITHIN 6 OF ANY LOWER PANEL POINT FOR JOISTS. TRAPEZE BETWEEN ANY PANEL POINTS. ® ADD AN ANGLE EACH SIDE TO STIFFEN THE BOTTOM CHOR ■ DIAGONAL BRACE DETAIL 2/56.2. QS ADD AN ANGLE EACH SIDE TO STIFFEN THE TOP.CHORD.. REF. DIAGONAL BRACE DETAIL 2/56.2 NOTES: 1. DO NOT CUT OR DRILL ANY JOIST MEMBER. 2.: THIS DETNL' PPPUCABIE TO SUPPORTING MECHANICAL EQUIPMENT, SPRINKLER PIPES, ETC ALLOWABLE METHODS & LOCATIONS FOR SUPPORTING LOADS FROM OWSJ REF SNGONAL. BRACE / DETNL 2/562 JOIST TOP CHORD OPEN WEB STEEL JOIST SCALE: NONE THIS GROUP OF SLEEVES TO BE CONSIDERED A SINGLE OPENING TYP FLUTE 32' MIN TYP ANGLES MUST EXTEND 3 FLUES '.. PAST DRONE G 1051 $ BEAM OR JOSE BELOW OPENINGS LESS THAN 16" WITH OR WITHOUT CONCRETE. TYPICAL METAL DECK OPENINGS BEAM OR JOIST BELOW NOTES: /ADJ TO EA / (/ 1/ ‘CUT WEB TYP L 13/ z13/ PEAKED ON T$P 0�' DECKING WEB OF STEEL S DECKING BEAM OR JOISL BELOW 1 Y2 CE BEAM OR JOIST BELOW OPENINGS 16" TO 24" 1. HOLES LESS THAN 6OW I CUTTING NO MORE THAN 1 WEB WITH OR WITHOUT CONCRETE REQUIRE NO REINFORCEMENT. 2 N1 METAL DECK OPENINGS SHOWN ABOVE APPLY ONLY TO DUCTWORK & PIPING,' ROOF HATCHES, et SMALL NR SHAFTS. THESE OPENINGS ARE NOT INTENDED TO SUPPORT ANY MECHANICAL EQUIPMENT. 3. REINFORCING TS OR ANGLES MAY BE PACED UNDERNEATH DECK IF ROOFING SYSTEM REQUIRES THIS SCALE: NONE O CM OF UPR FLUTE BEYOND OPNG TYP ARCHITECTURE 777 108th NE 0400 Bekevoe.WA 98004 425.822.6700 425.828.9116 Fax', Arlan E. Colfax Mark E_ Worr•mat , MA FrieeipaTArchitects NEW LVL 0 A L3x3x / x 6' LONG L7x40/e x 6 LONG Not 44 1! PEA PLAN i/;( R 1 /gx7 1 3 6 W/ l /4 0 / 0.9'06 d 4 /p' CAGE CONCRETE SHEARW'ALL PER PLAN & ELEV- --"1" --"1" BRACED FRAME CONNECTION 1 /L 15 15' -3% CIA ' 11417141)1170C S /s 0 A307 BOLTS INSTALL LVL JOISTS TIGHT TO BOTTOM OF EXSTING 2x4 0050 5 GIB TS BRACE PER ELEVATION NOTE: 1 3 /4 DETALER TO REQT TANNECTION REQUIRE ENS I I I /CONK WALL RE -NAIL EDGE OF PLYWOOD W/ 10B NAILS 04'0C TYPICAL SKYLIGHT/SMOKE VENT FRAMING AT EXISTING WOOD ROOF TYP 0 DRAG TO EACH TS DRAG • V axwasevalmemeelasnavaxasseray E�� x� 5/ RIx7x30 TS DRAG PER PLAN EXISTING PURUNS O e' -0 OC SIZE OF OPENING PER ARCH TS DRAG PER P. TS TOP CHORD' (BOWSTRING TRUSS) TS WEB MEMBER (BOWSTRING TRUSS) TS DRAG CONNECTION @ BOWSTRING TRUSS 6' VARIES CALE: 1 -0 -0 MAX �. Immingnme C T /STE PER P TS CHORD PER ELEV TS CHORD PER E. SECTION @ LOWER ENTRY ROOF WINDOW SYSTEM PER ARCH TS COLUMN BEYOND A SCALE-. NONE O DECK TO TS DRAG MEMBERS (FOUL 2 LENGTH GE BUDDING) 5 /1 16 I 6" 6 METAL DECK W COLD FORMED CHANNEL STIFFENERS PER 14 AND 15 BOTTOM CHORD OF TS TRUSS REF 56.3 META DECK 0/ C345 CHANN 0 EACH FLUTE WE BEAM PER PLAN SCALE: 1 ° =1' -0 tP,\ 546 /16 5 �t6 5 / t 6 5 /i DETAIL I Tr ® l I- JO6T PERPLN2 TYP >5 /16 It 3 4" PER DETNLER TO SIZE TO MEET CONNECTION REQUIREMENT r 'S.. /16 (4 SIDES) (3.3x x 4 LONG PLAN DETAIL 3 46 3 NOTE: I 1_ FRAME FOR e'-NB x ET -0" SKYLIGHT TO BE TS4x44 / 2. SOUGHT/ 5101€ VENT END SUPPORT LOGMXINLS/ RESffORCEMExT TO FOLLOW REQUIREMENTS OF 3/56.2 (2/562 REQUIRED BY 3/562) SKYLIGHT /SMOKE VENT DETAIL AT NEW STEEL ROOF SCALE. NONE {CONCIVALL ATI PER ELEVON --� EACHSIDE EAOH LEG 5/16 SECTION 6 F 3 4 P. DEIN.ER S. TO MEET CONNECTQ N REOUIREIAENT IS PER P BOWSTRING L7x4z3 / 6' (LLV) EACH SID OF TRUSS TS 1 CURB PER MFR TS FRAME � LH JOISTS O 10' -0'OC TYP'. ORAL & CONNECTION PER 13/56.2. R 3 / 4 - PER OETARER ENN TO EET CONNECTION M REQUIREMENT BOWSTRING WEB PER ELEVATION BRACED DETAIL AT TOP CHORD OF BOWSTRING TRUSS n BRACED FRAME ELEVATION loo Z2 TS BRACES PER EEVATKW BOWSTRING TRUSS PER ELEVATION Q 3 / 4 ER DETNUER. SIZE TO P MEET CONNECTION REQUIREMENTS 1 .7 1 /x4' 6 W/ (2) 3 4 :0 x 6 WHSS 0 9 OC.(10 TOTAL) SCALE 1 -V PUDDLE WELD DECK TO FRAME ? 600 (4) SLOES (/20 PUDDLE WELDS) EXIST 4x PURUN NOTE: FRAMING 6 SIMILAR AT RELOCATED COSTING UNITS. I' FRAMING AT NEW MECH UNITS PER TEES �'' . 5 46 S8x6x irTAIOLVAilalaIn T/CONC WALL PER P. EXIST 2x4 SUB - PURUNS 0 24 ° O6 - EQUAL Ark TRUSS PER ELEVATION BOWSTRING TRUSS PER ELEVATION T55z6z VERTICAL BRACE - TYP 1 NEW 4x8 BETWEEN .106 W /'SIMPSON U46 HANG NEW 2x10 (OR LVL13/ RGU TO PLYWOOD EACH OFCURB W/ SIMPSON F4CE -NAL HANGERS EXPIRED AUG 2 0 2002 �A325 / BOLT 16 AC UNIT PER PLAN re DETAIL AT INTERSECTING TS BRACES 8' CONCRETE WALL PER PLAN & ELEVATION X10 SCREWS 0 12'06 CURB TO NEW 4x6 2x10 EQUAL NEW MICROIAM LW:JOIST PER SCHEDULE INSTALL TIGHT TO CST 2x4 SUB- PURUNS; NAIL TO 4x PURUNS W/ (2) i6d 012'0C & BOLTS ENDS PER 7/S6.2 SCALE: NONE TS8x6x / BRACES - TYP 5 A6 T /SFF.EL PER PLAN SCALE: 1 / 6 '=1' -0' C� • • V SECTION 16 5/I6 T /GONG WALL PER '.PLAN Aft OPP 3/4• STABLE AUCF PLATE PE TS BRACE PER. ELEVATION 1 LENGTH DETERMINED BY STEEL RETAILER TO PROVIDE MIN WELDN SCALE: ) Revisions Drawn BY STRUCTURAL TUtleROOF FRAMING DETAILS Sheet No. C.o. 12 Aug AU i Project No. Date 8/21/00 7/7/Do 6/20/00 DCI ENGINEERS B• AMATO CONVEERSANO ENC_ 2821 NOIETHLOP WAY - SUITE 200 BELLEVUE, WA 98004 PHONE ( 425) 827 -2 - FAR (425) 827$986 WEBSTTE dammgiue,amm. FATIGUE TECHNOLOGY INC. 401 ANDOVER PARK EAST TUKWILA, WASHINGTON SSD RR PEON COMM i€4'T.- ISSUED FOR PERMIT ISSUED FOR PROGRESS No. Date Item I EXPIRES 10/2/01 99224 8121/00 MWS S6. 2 TYP S WEB PER ELEVATION S CHORD PER ELEVATION TS WEB MEMBERS WP 1Y2 BRG TS BEAM PER PLAN TRUSS CONNECTION TS CHORD PER ELEVATION TRUSS X -BR 3 / 6 SECTION CANTILEVERED "FOIL" AT GRID A TYP THRU BOLT & /,643x3 SPACER PLATE 3x4,1 BFACING /4 GU /KNIFE SECTION A —A ENDR TO TS TYP BOTTOM CHORD GU TO TS SSE TYP SCALE: 1 ° =1' -0 SCALE MC6x12 O SIM S CHORD PER ELEVATION WEB PER ELEVATION \ --S CHORD PER ELEVATION P 1 / 4 x343 SHEAR TAB W/ (1)/ THRU BOLT lYP TYP ®SIN FA. OF DM BEVEL 1 /2" GUSSET /B'NIHE R' EA EDGE. GRIND SMOOTH AFTER WELDING • • • B /SUNSCRE'N a EL 1 11 , _0 • t t a ANGLE TO TS BEAM TYP C 5 /,5x.5 SHEAR TAB W/ (2) 5 4 - 61 A325 THRU -BOLTS PROVIDE LONG SLOTTED HORIZONTAL HOLES AT SHEAR TAB WT PER 18/523 T 6x4 I , TS TOP C TRUSS DETAIL 11 /2 Tr I TOP CHORD PER ELEVATION ANGLE &..WELD PER 7/56.3 R PER 7/56.3 BOWSTRING TRUSS '@ PIER B /STEEL a = � o _ g EMBEDDED $ W/ ( 1/49 x 6 LONG MSS CI 9 1 UM PLAN PUN r I ®I GA L 7x4 VA THREADED SND &'.. 242x PLATE WASHER EAM SCALE: 1 =f -O' (2) 4 STIFFENER R EACH 1/ ANGLE S PER PLAN R & AB PER 7/S6.3 PIER & REINE PER ELEVATION SCALE: 1' =1' -0" • PRECAST CONCRETE PIER TS6x4 FRAME WP /2 GUSSET/KNIFE E NOTE: MORD IS TOP CHORD O SW. GRIND KNIFE PATE SMOOTH AFTER MELDING.: TRUSS CONNECTION TS BOTTOM MOD/ L i&&& /x&- OF La Ns EACFI SOE T/STEIEL STANDING SEAL! MEDIL ROOF & CON.EClroN PER ANCii 6 A. vi TS COLUMN PER PLAN NOTE: /2 GUSSET /KNIFE P TS, TOP CHORD O S I. WE3D L 7X4 TO S BEAM ONLY AFTER FULL DEAD LOAD HAS B. APPLIED. 1 /4 L R4x3 / W 3x13/ SLOTTED HOLE EA SIDE OF 70P CHORD (2)5/8 9x3 THREADED SNDS & 2X243/ PLATE WASHa- TRUSS DETAIL b! =1 ; -" ni lw% 1 /4 END TS, WEB PER & RE1NF P. 1EVATION BOWSTRING TRUSS @ PIER 3/ ( &)YzHc3/ PA WASHERS ,GRID; L4z4x / z 5• LONG —� FACE OF 9UIlDING SUNSCREEN CONNECTION TO PC PIERS TYP �TS BEAN PER PLAN 1 /4 SBFFENER h. S TOP CHORD PER ELEVATION /2 MECK PER ETAL PLADN 3 SID 1/ REF 1/S6.3 FOR CONN REOUIREMEMS v1 A36LROD 7 EMBED W/ HILT1 HY -150 ADHESIVE PLACE ANGLES. EACH SIDE OF EACH TS COLUMN. CENTER 0 18 FROM CENTERLINE Or COLUMN EACH SIDE FLASHING & GUTTER PER ARCH PRE FINISHED SHEET METAL PER ARCH OVER ROOFING UNDERAYMEM ALUMINUM GRA BY OTHERS C6x12 HIGH S PER PLAN BOWSTRING TRUSS PER PLAN & EVATION BEAM PER PLAN COLUMN BEYOND NOTE: TILT -UP PANEL -/� PROVIDE BRIDGING PER PLAN AND 6/563 TYP BOWSTRING TRUSS SUPPORT @ EXIST TILT -UP C SCALE 1 -0 END CAP R WT6x11 (TAPERED) WI 6X11 TAPER AS SHOWN VERIFY W/. A FOR' EXACTA DIMENSIRCH ON 3 / ° COX PLYWOOD TOP &. BOTTOM FASTEN TO LIGHT GAGE STEEL W/ 110 STS 0 6 - 0C COLD FORMED STEEL JUST BY OTHERS /BIDDERS 6/56.3 SIM TYP ® GRID A9 BEARING UNE �iIGH S BEAKr W/ / GAP R P TOSBEAM WxJ.D) I, 1/4 1 1 /< V. /t LOW WF B PER P. TRUSS BEARING AT TS COLUMN ALONG GRID A.9 BOWSTRING PER PAN ELEVATION SCALE: 1' =1' -0 WF BEAM PER PLAN CL OF T /CHORD T/ STEEL PER PUN BOWSTRING TRUSS ELEVATION SCALE Shee Drawn By STRUCTURAL BOW STRING TRUSS True ELEVATION + DETAILS S6.3 SCALE 1 =1'-0 ES Imo; I. 1 /2 REVEAL O SO 4 SHEAR TAB / TO SUNSCREEN SECTION Q as SLOTTED. HOLE TS BEAM L 7x4 EA SIDE �S TOP CHORD SCALE: 1 " -C S BORON CHOI.. TS WEB TS WEB TYP 1/2" GUSSET/KNIFE R SCALE: 1 1' -0 - . NOTE: NOTE: RFUERFNCE 4/563 FOR BNOFAANTION NOT SHOWN.. 1. REFRi ENCE 9/56.3 FOR INFORMABON NOT SHOWN. TRUSS TO INTERMEDIATE COLUMN CONNECTION l u l TRUSS TO INTERMEDIATE COLUMN CONNECTION SCARE 1 =1' -0 CANTILEVER JOIST AT BOWSTRING TRUSSES & �AUNG PER PlAK METAL .04 & CONNECDON PER PLAN SELF- TAPPING SCREW CONNECTION FROM. JOSE TO S BELOW PER 15/063 CHORD OF S TRUSS ',D20 -2 SCALE 1 =1' -0 O ' TRUSS CONNECTION 5' -0 T /STEEL PER PLAN 6' -0 MAX (VARIE51 OLD FORMED JOIST & SPACING PER RAN 600. MT78' CONTINUOUS TRACK W/ SELF - TAPPING SCREWS TOP & BOTTOM T0, EACH JOIST TIT CANTILEVER JOIST AT BOWSTRING TRUSSES - CE BfWSTRNG TRUSS (4) 110 SELF- TAPPING SCREWS EACH JOIST TO S TRUSS BELOW 170 SF1F-TAPPING SCREWS ® 72.00 FRON BOTTOM CF DECK T0: JUST ABOVE TRUSS PER PLAN & ELEVATION 4• x iBGA - c BLOCKING ® EACH BEARING LOCATION CONNECT TO DECK Balm W/ (4) 110 SELF- TAPPING SCIZFWS CL TRUSS STANDING SEAM METAL ROOF DECK PER ARCH DECK & CONNECTION PER PLAN EXP e".81c's AUD I p 200 A ARCHITECTURE 717108th NE #400 Bellevue WA' 98004 425.822.6700 425.828.9116 Fax Arlen E. Collins Mark L. Woerm , AIA Prm,3pal AtBNSBCC9 DC ENGINEERS D' AMATO CONVERSANO INC. 2821 NORTHUP WAY- SUITE 200 BELLEVUE, WA 98004 PHONE: (425) 82] 2236 FAX (425) 827 -8986 IVEBSTTE: dci engmee,s.com FATIGUE TECHNOLOGY INC. Project No. Date 401 ANDOVER PARK EAST TUKWILA, WASHINGTON II�I� - P 1 REID MIDDLETON, iNO. I 8/ 7/7/00 6/20/00 No. Dale Item ESE FOR BARB avers 16.4UIff ISSUED FOR PERMIT ISSUED FOR PROGRESS 1 EXPIRES 10/2/01 99224 8/21/00 MWS OVINE OF EX1571 6 DAWNS DG T3 LOZATfOILFI LOC immdir MA Ern ros ae iETMEN NV t74 Ti A. W.GNel7 SHSx�A WERI 40'4 TJONOF STR,SORDRIV3Skr NOTE LETTER FABRICATOR TO PROVIDE PROVIDE nn 5 E •ftATrS PRIOR TO INSALA 516NAGE POLYGON AREA = 1273 TOTAL SQUARE FEET ( TOTAL SGUAi� -- FEET ALLOYED) P n INDICATES POLYGON • mg EP � - TOP OF WALL ELEVATION (SLOPED AREA) HAANM = 305 TOP OF WALL ELEVATION MINIMUM= 25.3' AVERAGE TOP OF WAIL ELEVATION = 27.9' TOP OF ON. GRADE EIEVADON (MEASURED HUE 01ST. 5' FROM SIGNAGE) LOWEST POINT OF GROUND REMIT = 23.3' 27.9 " -: 23.3' = 4.6' TOTAL AVERAGE SIGNAGE HEIGHT I THE SIGNAGE HEIGHT IS AN AVERAGE OF THE TOP OF SION MEASURED FROM THE LOWEST POINT OF ELEVATION OF THE GROUND BETWEEN THE TOP OF THE SIGN AND POINT ONE FEET INSTANCE. FROM 0910 SCR ED NOT USED O SIGMAGE HEIGHT CALCULATION 24' -3' OVER 15' -8' RADIUS ANODIZED ALUMINUM SHEET META LETTERS, FONT: HEL VETICA BOLD OBLIQUE. COLOR TO MATCH BHP METALLIC COPPER COLOR Fa U e re n o ogy Tn c, A 516NAGE POLYGON AREA = 1250 TOTAL SQUARE (75 TOTAL 52/ARE FEET ALLOYED) FAYY DASHED LINE INDICATES AREA POLYGON LETTER F.,c GATOR TO VI , � TO FIT PROPORTIONALLY SEMEN SPACE ALLOTEL PROVIDE FULL SIZE TEMPLATES PRIOR TO INSTALTL LETT R G ' 1 ' TION OF NAGE ELEVATION / SIGN AREA NOT TO SCA E MASONRY LEGEND: LETTERING WIDTH 2' -5 A5 PER LETTER ' FABRICATOR - - /OA TOP OF WALL HEIGHT(9-DPEO AREA) MARCH = 305 10 SITE SIGNAGE / BUILDING FRONTAGE PLAN T I„ SIGNAGE BUILDING �� Sc ' I. E°' = Bo� c �' �JJ O r PLANTER AND SIGNAGE LOCATION PLAN I /8" = NOTE TAD O4C597dIORAL DETAIL 2/A2 FOR ADDITIONIM RETARDING ADA RAMP. SEE CIVIL DRAWING C2 of 3035ARDIN5 FIMISED GRADES AND SLOPE. CF ADA INFORMATION 5 FT:56AIRDIN6 8" GONG GM) PLANTER /VAL (TYR) HEAVY DASHED LINE INDICATES SIGNAGE LETTERINS, SEE DETAIL 3 /SG0I ALIGN MASONRY STEP W/ SCARE LINES IN GONG RAMP (TYPIGA ) T.O.FI ELEV =29.8 T.O.FN. ELEV =24.4 ANDINI VY DASHED LINE INDICATES O WEST PLANTER ELEVATION SIGNAGE LETTERING, SEE DETAIL 4/56.01 NrS. I _NOTE_ TOTAL 5fSNAGE SQUA FEET = 1253 5Fmard MfArdrM 15 TOTAL SQUAREFE 1 1 E.: IM.06RR T.O.FIS ELEV =235 T.O.WALL ELFV =2bP T.O.Akt. ELEV =25.3 26.4 PLANT: �6 2` p 2 AD . PLANTER G i.0.YW1 L . TO. V FIN. G -RA9E E� �V =28.5 EL . =24.0 7.0VAL1 Q 3.014+1. COVER FI rV =200 EI V=24.0 \\ ( LD (FIELD VER VERIr .— ELEV. �� =26.9 PLANTER ELEV 23.3 LANDINGR [ EXIST) SPLIT FLOW CONTROL STRUCTIRE. ELEV =24.4 T.O.FIN. EXISTING MANHOLE EXISTING MANHOLE gtue Te1chi � �o I ICY man SIGN POLYGON )i under.. . the Ran Chock approvals are i'tvFNOTEct s and o issue s and :approve! of F = es not authorize the viola on of any' adop..i code or ordnance. Receipt of con t•a. s copy of approved plans a knc•.vledged. By Elite Pertni CO T.O.FIN ELEV. = 20.5 DFR1 FY. =233 LOOT GOJNRN (BEYOND) NO %NS EEiYIEEN 3'4' H NV as a NE AtTDWFD IN MG AREA WHIN N 40' CF VEINTEPSEGT101CF SIN.. OR DRNEWAT 47 T E/. =25b E'KICK of SOUTH PLANTER ELEVATION 2 PLTS. BOTIW 6 FOOT,. EXISTING GOL UMN ARCHITECTURE' FATIGUE CHNOLOGY INC. 401 ANDOVER PARK EAST TUKWILA, WASHINGTON No. Project No. rri Date Drawn BY 777 108th NE #400 Bellevue WA 98004 425.8226700 425.828.9116 Fax Arlan E. Collins Mark L_W mAFA Principal Architects 04/25 /0T 04,20/01 • 12/5/00 11/1/00 10/2/00 8/14/00 7/7/00 Date IIONTAOTIT Sal 9AOATTAL T.I. PLAN MEEK RESPONSE 1st FLOOR PLAN REV's DOOR SCHOULE T PERMT SUBMITTAL PERMIT RESPONSE SUBMITTAL PERMIT S0BMIr4 Item EXP I RED AUG 20 1137.00 10/17/00 CBM SIGNAGE / PLANTER No. S G a 01 p :VISION NO 2- 4 1- BEI - t i 0 10' 20' 40' SCALE,F=20'-0' , /1 /.. / / / / 7 / EXRED ALIZ ?CI ZGOZ 2/12/ Revisions Title 777 108th NE #400 Bellevue WA 98004 425.822.6700 425.828.9116 Fax Man E. Collins Mark L Woerman, AIA Principal Architects Brumbaugh & Associates Lan dscape Architecture 3. Park Kew Center, Suite 117 10rIcland, WA 98033-8238 Tebphane 4258225895 Facsimile .58221105 FATIGUE TECHNOLOGY, INC_ 401 ANDOVER PARK EAST TUKWILA, WASHINGTON II/5/44 Ilf5/99 2110100 2/29/t. 711/00 SUBMITTAL PERMIT SUBMITTAL C0141ENTS PERMIT SUBMITTAL No Date Item A 4120101 Va DE5161.11.EVIE19 DESIGN REVIEW SJBMITTAL DESIGN REVIEYI REVISED PERMIT SUBMITTAL Project No. 9905Ifat Date t1/9/99 Drown By M. LEVERING LANDSCAPE PLAN 2)060— 22,4c) Sheet No. Li 2'6 2.L10' • PERAIIT CENTER SYMBOL BOTANICAL NAME / COMMON SIZE NOTES TREES 22`8 2222g22 'A'Ahh%'itjt. 11111!11/1/1/ 2 2 2 gggggg gggOgOg AGER RUBURM 'RED SUNSET RM MAPLE CMGIS CANADEN5I5 / EASTERN QUERGUS ROEUR FA511 IATA / SKYROCKET OAK FIWJS NIGRA / AUSTRIAN PINE CHAMAEGYPARIS 0. '6RAGILI PINE F. VANDERWOLF' / VANDEMOLF PINE EXISTING STREET TREES TO REMAIN 1■!) SHRUBS HAMA IEJS X INTERMEDIA 'ARNOLD PROMISE' / WITCH HAZE. BEREE2I511.1R 6II 'ATROPURPUREA' / RED -LEAF JAPANESE BARBERRY GINTI5 HYBRIDUS / WHITE ROCKROSE RHODODENDRON 'UORA AMATBS' / DORA AMATEIS RHODODENDRON PRAM LUSITANIGA / PORTUGAL LAURE- COTONIEASTER HORIZONrALIN / ROCK GOTONIEA5TER PLANT SCHEDULE LANDSCAPE AREA CALCULATIONS: TOTAL NUMBER OF STALLS: 135 REQUIRED INTERIOR PARKING LOT LNNENGAPE (10 SF. / STALL): 1,350 SF. PROVIDED INTERIOR PARKINS LOT LANDSCAPE: 2,58.13F. - - - 111111 111111 :1111•, „.... II IIIIII Y — -- 111 = �Illlll I 11 II III =1111 II °Ilan °= = =uii =111111 (III IIIIII_ 111111 - 111111, 1111 — - 111111 -11111 2X FOOTBALL DIA =11111 -- - -VIII u _ VIII 11111= 11111L 11111 unu_i m_ 111111 nll 1 1 °11= 111111= 111111= 111111 = 111111 = 111111-111111 I =111111 = 111111 BACKFILL PIT WITH 50% TOPSOIL AND 50% NATIVE SOIL ADD SPECIFIED FERTLIZ62 TO MIK REMOVE TOP IFJ OF ELPLAP: L00531 vane BASKETS WEGFE) KVA BARK MULEN EPEE OF BID . NNkt. & l 401% 1 X SPACING \il / \ .y \Itty \ i L CURB OR FEVER NOTE: SPACING TO NE TRIMS. PER DISTANCE SHOYN ON PLANT SCHEDULE O GROUND COVER SPACING C SHRUB SHR PLANTING M5 Nis PLANT TREES HIGH ENOUGH TO ALLOW POSITIVE DRAINAGE MAY PROM FOOTBALL II 11. X-111111a1111E11111= 111111 11 0 DECIDUOUS TREE PLANTING AND STAKING N15 SECURE TRUNK WITH DOUBLE STRAND OF 14 GAUGE GALV. WIRE WRAPPED IN CLEAR VINYL TWIST TGHT 2• DIA. SW LODGEPOLE PINE TREE STAKES WITH b' COMCAL POINT 36• DIA TREE WELLS IN LAWN AREAS. FILL WITH 2' OF SPECIFIED ILLLCH REMOVE TOP I/3 OF BURLAP. LOOSEN WIRE BASKETS BAGKFILL PIT WITH 50% TOPSOIL AND 50% NATIVE SOIL ADD SPECIFIED FERTILIZER TO MIX CONIFER TREE PLANTING AND 5TAKING Kra EXPI RED G Z U TEXT ARCHITECTURE 777 108th NE #400 Bellevue, WA 98004 425.822.6700 425.828.9116 Fax Arlan E. Collins Mark L Woerman, AIA Principal Architects Brumbaugh & Associates Landscape Architecture 321 Park Place Center, Sate 117 KHdaM, WA 98033 -6238 Telephone 4258225895 Pecan. 425 8221105 FATIGUE TECHNOLOGY, INC. 401 ANDOVER PARK EAST TUKWH,A, WASHINGTON 4/17/99 2/10/00 PERMIT CITY COMMENTS PERMIT. SUBMITTAL REVISED PERMIT 2/2° T/T/00 2/12/01 No: Date Item Revisions Title sm. aF tueetcTas MASTERED TetssrraE Nernst 1. A. ala/M CFRTFlGIE N0. Wl DE516N REVIEW DESIGN REVIEW SUBMITTAL DESIGN REVIEW SUBMITTAL SUBMITTAL 0 4/20./01 IS GH PITON Project No. , 9905Bat Date 5/9/99 Drawn BY M. LEVERING LANDSCAPE SCHEDULE, NOTES, 8� DETAILS _______tea_. WALL MOUNT CONTROLLER ON WEST FADE OF FIN WALL SCALE: 1' =' 20' O' '.. 2pb Z2Cc) ARCH I TECTURE. 777 108th - NE #400 Bellevue WA 98004 425.8226700 425.828-9116 Fax Man E. Collins Mark L Woerman, MA Principal. Architects 947/99 2/12/01 Sheet No. OB5169 REAM DESIGN REVIE14 SUBMITTAL. DE5168REVIEiN SUBMITTAL ' GM( COMMENTS ' PERMIT SUBMITTAL REVISED PERMIT SUBMITTAL No. Dote Item IRRIGATION PLAN Title L -3 r APR R 0 la 20' 40' Brumbaugh & Associates Landscape Architecture 821 Pak Place Cents, Suite 117 IbldaM, WA 98033 -6236 Teleohme 4258225895 Fees.. 4253221705 FATIGUE TECHNOLOGY, INC. 401 ANDOVER PARK EAST TUKWILA, WASHINGTON Revisions 4 /2 0 /0 1 MI aN Project No. 990511at Dote 11/9/99 Drawn By M. LEVERING IRRIGATION SCHEDULE SYMBOL DESCRIPTION PSI RADIUS 6PM. SYMBOL r vESDRIP1ION 0 15F a15H d I5o a: IsvaN 0 12E -- I2H Liza I2VAN 0 IOF - 1OH Is IOa 4 - IOVAN 0 aF --eH d as 4- EVAN -- bH b 60 a sH d sa o IsEST 13 Isssr 6 6 0 .. 3 Is 30 D 22 . . 22 RAINBIRD 1806 - 5AM -PR 1P SPRAY RAINBIRD 1806 - 5AM -PR 1P SPRAY RAINBIRD 1806- 5AM-PR JP SPRAY RAINBIRD 1806- 5AM -PR POP-UP SPRAY RAINBIRD 1806 - SAM -PR 1P SPRAY RAINBIRD 1806 - SAM -PR JP SPRAY RAINBIRD 1806- SAM -PR UP SPRA' RAINBIRD I 1806- SAM -PR POP-UP SPRAY RAINBIRD 1806- SAM -PR 7P-UP SPRAY RAINBIRD 1806- SAM -PR OP -UP SP RAINBIRD ISob- SAM -PR OP -UP SF RAINBIRD 1806- SAM -PR POP-UP SPRAY RAINBIRD 1806- SAM -PR OP-UP SPRAY RAINBIRD 1806- SAM -PR OP-UP SPRAY RAINBIRD 1806 - SAM -PR OP-UP SPRAY RAINBIRD 1806- SAM -PR '-UP SPRAY RAINBIRD 1806- SAM -PR ' -UP SPRAY RAINBIRD 1806- SAM -PR ' -UP SPRAY RAINBIRD 1806 - SAM -PR ' SPRAY RAINBIRD_ 1806 - SAM -PR 'SPRAY RAINBIRD 1806- SAM -PR '-UP SPRAY ;:;:; '-UP SPR 'RAY RAINBIRD T -BIRD (T- 4PG- 730 -25), 4' POP-UP ROTOR RAINBIRD T -BIRD (T- 4PC- T30 -13), 4" POP -UP ROTOR RAINBIRD T- BIRD (T- 4FG- 722.25), 4" POP -UP ROTOR RAINBIRD T -BIRD (T- 4PC- T22 -13), 4" POP -UP ROTOR 2222 22 cn (n ) 2222 mm mm° mcri m m - m inuiin_,n N iviVN oo'Jp ioiAzo - co :o in:u, if, mc�i c�v c 31 1.85 0.93 1.85 2.60 130 0.65 I.42 151 0.101 0.3q' L22 151 0.19 03q I.Iq 0.60 030 0.40 020 0.61 121 250 130 130 130 ' x Z Y 9 El 0 RAINBIRD 150 -PEB, I -1/2" REMOTE RAIN: RD 100 -PEB, 1" REMOTE RAINBIRD XG5 -075 DYX, CONTROL (I)'XDY -015, BALL VALVE (I) RBY-015- IN NT (I) PSI L S , REMOTE EMO RE RR L EGUL ' (I) P51 -1_50X, PRESSURE REGULATOR (2) SGH NIPPLES I -1/2" FEBGO 805 Y, DOUBLE RAINBIRD 150 -PEE 1-1/2" MASTER RAINBIRD E5P -I2G, MULTI-PROGRAM WALL MOUNT RAINBIRD 44RC I" QUICK COUPLING GLASS 200 PVC 2" MAINLINE. GLASS 200 PVG LATERAL LINE SCHEDULE 4• ;♦ 5 EVING RAINBIRD LD -06 -I2 DRIPLINE: VW RAINBIRD TD5 -OHO, TIE -DOWN CONTROL VALVE CONTROL VALVE ZONE KIT AL VALVE CHECK VALVE ASSEMBLY WITH VALVE HYBRID CONTROLLER VALVE (SIZE AS NOTED) (TWICE 5IZ OF N : I. PIPE) 0.61 G.P.M., 12" SPACING STAKES EVERY 3' O.G. MIN. — IRRIGATION METER CITY APPROVPD WILT Kt LID O POINT OF CONNECTION Nrs — ANGLE VALVE SHUT OFF 111=111111 fflir ' i =31111 111111 III = 111111°; = 111111 = 111111= 111111E111111 111E-111111E 1111111r NOTE: .5DETAIL ARUM 0H.Y 70 POPW Y sletaLes READS. INSTALL ALL STREAM 1201013SP12@l3ER TRIPLE WENS A593 . O POP-UP HEAD / FUNNY PIPE NTS OCUSLE ow( VALVEASSEM3LY — 367x1 PLUSS leer con. hYPJ — °NICK CaFLe6 VALVE — HAMER VALVE T l3iL t2 DEPTH 0 FF. 600E — VY wLAYNAREAS IHEE7 Ei C446016'VALVEE X. S RAREECJEE i - _ = 111 =I! -a1 aAa � 1 PEA6RAV • vMV1e . EOM 51FEET - 1.11...111111 worms. PYGNI M E. I WYE FILTER BALL VALVE INC UNION IIII ITII I 111 ® ® ® mel inm II IIIIIIJ , . cos -7�� i o. 'u� PVG MAIN PVC TEE (OR ELU PEA GRAVEL REMOTi CONTROL ZONE - DRIP ZONE KIT O DRIPLINE LAYOUT NTs CONTROL VALVE DBY WATERPROOF WIRE CONNECTOR VALVE BOX PRESSURE REGULATOR MJLCH FINISH GRADE �— PVC FEMALE ADAPTER i� PVC LATERAL REMOTE CONTROL VALVE WITH FILTER AND PRY DRIP MANIFOLD (3 14 ` P�VG O ELL) PVC SUPPLY MANIFOLD DRIP TWINS LATERAL MAX IS' O.G. AREA PERIMETER 314• PVC MANIFOLD PERIMETER LATERALS 2' TO 4' FROM EDGE ARCHI 777 108th NE 1400' Bellevue WA 98004 425.822.6700 425.828.9116 Fax Man E. Collins Mark L Woerman, AR Principal Architects Brumbaugh & Associates an�gr.� CEMIDOME A BRIM N . 5"I BALMS YiA! L NJr0MATIG CONTROLLER 120 V POWER BY OTHERS '. 7 FTC. CONDUIT FOR CONTROLLER WARES RNISH 6RADE 2' P.V. WEEP 13L NOTE INSTAL ALL YARINS PER LOCAL cope O AUTOMATIC CONTROLLER / WALL MOUNT NIS VALVE WIRING NOTE: I BAGKFILL TO BE FREE OF ROCK OR DEBRIS LAMAR THAN I " . PIA. ABSOLUTELY NO ROOK OR DIMS SHALL BF 11.- ED DIRECTLY ADJACBIT TO ANY PIPE I u 111111 COMPACT 5P56RADE. BACKFILL 4 TRENCHING SPECIFICATIONS —.. PAVING AS SPECIFIED BACKFILL PVC 5CH. 40 ELEEVIN6 MIN. 2X DIA OF ENCLOSED PIPE 2' PVC 5CH. 40 WIRE SLEEVE BACKFILL TO BE FREE OF ROOK OR DEBRIS LARGER THAN I° DIA ABSOLUTELY NO ROCK OR DEBRIS SHALL BE PLACED DIRECTLY ADJACENT TO ANY PIPE ALL .6ALV. Rr86570 EE PANED MN ROOMS TARB4EIOR QUICK COUPLING VALVE ms OPSOIL PVC LATERAL PVG MAIN 14,11.N.4,8565, T w EEO x€A5. PROYDE FORA 24' LOOP (F .. EU. ME 31 VW SPACE COREGTORS. STANDARD C REM 12' VALVE FOX F1R514 GRADE EXPIRED AUG 2 0 2002 Landscape Architecture No . 321 - Park - Place - Cent, Sane - UT Kirkland, WA 98033 -6238 Telephone 42582255 Pecanie 4.8221105 FATIGUE TECHNOLOGY, INC. 401 ANDOVER PARK EAST TUKWILA, WASHINGTON 9 /1V99 II/5/99 11/ 211 /00 2/28 /OC Tn /00 2/12/01 Revisions A 4/20/01 SI EDITION O SLEEVIN6 DETAIL TRENCHING DETAIL Project No 99051tat Dote 11/9/99 Drawn By S; LUNDQUIST IRRIGATION SCHEDULE, NOTES, & DETAILS Title Sheet No. ST. CF REOS E1FD LAM. xRsmr 1255I6N REVIEW DE5198 REVIEN SUBMITTAL DE516N REVIEW SUBMITTAL PERMIT SUBMITTAL CITY COMMENTS PERMIT SUBMITTAL REVISED PERMIT SLEMITT'AL Dote Item L -4 AP? 7 6.2001 6ew.1671n56 I-1 -a_ ma. 2 56-1- Ci 256-FC2 2 56-1-C3 256, Al 2 56-1-A2 2 56,- AA 256-1-65 256-1-66 2 56-1-1117 2 58 a 56-I-AS 56-1-A10 •-• 56 -I- Al 1 I 2 eAsEric PL. i4: LC ! ®-4 3 --- TITLE _ CIVIL SITE PLAN a i8DE6 ROUGH 58018G PLAN pAvING pL AN ARCN'TECTURAL _ . FLOOR PLAN ELEVATIONS SECTIONS RoOF PLAN OFFICE FLOOR PLAN OFFICE ELEVATIONS OFFICE INTERIOR ELEVATIONS OFFICE REFLECTED CEILING PLAN OFFICE WALL SECTIONS 8 DETAILS MISCELLANEOUS PLANS 6 DETAILS SCHEDULES & DETAILS ra. eie•ert. MOMS I 4 I 5 340 .7' E PA \.1SiONI 6 I 7 I 8 ?IC - 10 - t\k- 256-I- SS S9 ; 310 256-1-So 256 512 6153 0o m - IL3EW „-eLec MeTeMmaG rnokusPolemirc i . • , .1 .5 e 5.0 741.0 1 - a.... 1 AGO- 3Z SPACES .1 v zaa.o* 3 • SP ACES •■ 486.50 II 58 INDEX OF DRAWINGS _ NUMBER _ 2.56-4-51 256 I- 52 256-1- 53 256-1-54 256-1-S5 256-t-S8 ROOF FR DETAILS SHEET NO. I ROOF FRAMING DETAILS SHEET NO- 2 TITLE STRUCTURAL FISINDATION a FLOOR PLAN FOUNDATION a FLOOR DETAILS SrIEET FOUNDATION DETAILS SHEET 2 ROcK FR/k3A1316 RAN 6606 CiZAAAtnid DETAILS MEZZANINE FLOOR FRAMING a DETAILS TILT-UP CONCRETE WALLS OFFICE FLOOR PLAN 6 ROOF PLAN 4•Es' 1 11 256-I-ES • _ t— , 0 • t w I . v ..- • , ATILI TY EA SE Al ENT . NIJMESEFT , - r I 13 // / / / / / 19 _ F ic.AL SITE uTILITIES 25G-4-I42 AfAtillEACTuRnee MECHANICAL PLAN 258-I-NS OFFICE - HEATING & AIR CONDITIONING 258-1-84 EQUIPMENT SCHEDULES 8 CONTROL NAGRAM 256-1-85 PLUMBING PLAN 256-I-M8 OFFICE PLUMBING PLAN PLumISWG DIAGRAM 256-4-MS SPRINKLER PLANS S DETAILS _ . 2.56-1-E1 25E-I-E2 236-1-E3 254-1-64 ELECTRICAL ONE LINE DIAGRAM PLANT AREA LIONTING PLANT AREA LIGHTING PLANT AREA POMER OFFICE LIGHTING OFFICE A IKEZZAJII/4E POWER & COmmuNICATION 141 14 I " 15 I 16 I JCC ovsomamm Mow VICINITY MAP SCALE r 400' EJ fiFF,E P -Arc TOTA L : 3 17 sue.ncr to an ease•mvnt for utilities within t. easterly IS feet thereof; AND subject to and including an easement foe railroad purposes over the vest SN.S feet thereof; ALSO subject to an ea...est for sanitary sewers over the vouth IS feet thereof. 19 LEEAL DESCRIPTIMI Tract S. Am, Park /M. S. That portion the southeaot I/4 ol Om northeast 1,4 Section 26. townshap 23 tiorth,..Itange 4 East, VAL. in It n. County. Wash. tort. dem. ibed follows; Beginning at the southwest corner of the southeaet 1.'4 co the northeast I/4 al mid Scct1nn 26; theneelS 118 E al.mg the southerly line of mid subdivinion 1:0 fest; thence 0010728-E IS feet to the true point of beginning; them. continuing N 01 E feet; then. 3 aerie 603.90 feet to the westerly marg. of Andover Park East (proposed); Atmore a., said sorgin along a cume to the right having a radius of ZL6 37 feet, the center al whhh bear. 31 SIL an arc distance of 40.6S feet to a point of reverse curve; then. along a curve to the left having a radius of 276.17 feet. an am distance of 229.71 teet thence S 0,17'28 V lo4.78 teet to a point Much hears S 111 frtm the true point of beginning; then. c RN 446_611 feet to the true point of beginntng. RECEIVED AUG 30 2001 REID MIDDLETON ST ENVELOP.: PLANL FRANKFURTER ASSOCIATES ANC. NORTH CONSULTING ENGINEERS Tycirtt.A' SITE PLAN: 11 ,•. 256-I-C JA11.10v OS 6a 2 70-1 F K 1. ❑ - ' ' - '.. L � NO RTHWES € ELOPE J - i d111111111111111_ -Lill= ,, WEST ELEVATION ,-sCUPPlC /SCE ,. 2'' { I I 1 { I 1 1 I h IC71 { -1 { -i- i 1- 1. 1 I G OWO EXPOSED AGGR EGATE' 4 I 5 " � - SCUPPEE. N : ELEVATION r GLASS W�AIOOW EXPOSED AGGREGATE T',T -u P 7ANE1._S I 12 i 13 14 15 1 16 NaGTE: z. ..D.CKES �At�E� .E A N D DETAr.S 74:_X. �..�OT a0G FAA.. GriJ�Sw REVISED As-6ui1T CoPOPWO PPPEos YC �.aaial4 ae so ma.a ow. ao.w► a.wet j. 17 I 16' J 19 18',' r 19 Fi■AEV .p • 256 -4\2 Wll 4.. - ' - * 2670 -s I IMO Pos. A .,, Cfrs ,LIP1sLiES C.01500 CosoFF.00QCE R.s ; • ..' ,,,, • 0,570,Cm, - 4 I 1.; ,ii a l_ - 1 -iN : RoLL sroto.e,r DR■kr7 CuRTAIN SCTION • F.0 EL ; 1 ETO 1,assRis-S7ER i REVI AS- ult..T 10 1 11 - 1 12 1 13 1 14 pLATE*4 P1-1,75. PLATE14 sec. obsel0 OW essIR FRANKFURTER 8 ASSOCIATES INC., CONSULTING , ENGINEERS • . .. : ' . — 1------- / 1 ,2EMOVABLE !I LU mc.§4 Purce...." - ,....so.o...s i ROO. 16 . 1 17 1 18 r 19 , E1.1•5 s Qt : oF7.4.470,,AS • mQ14,,GER. PLANT ' --- r"'". KAM- 48-04 2C70 • c 2 1 3 1 4 1 5 1 6 1 7 1 13 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 f. 17 1 18 1 19 A 3LOPE E CT I 0 N C.--,USPZ1:100C CEIS-014. ;1! RoLL sroto.e,r DR■kr7 CuRTAIN SCTION • F.0 EL ; 1 1,assRis-S7ER i REVI AS- ult..T 10 1 11 - 1 12 1 13 1 14 pLATE*4 P1-1,75. PLATE14 ETO FRANKFURTER 8 ASSOCIATES INC., CONSULTING , ENGINEERS • . .. : ' . — 1------- / 1 ,2EMOVABLE !I LU mc.§4 Purce...." - ,....so.o...s i ROO. 16 . 1 17 1 18 r 19 , E1.1•5 s Qt : oF7.4.470,,AS • mQ14,,GER. PLANT ' --- r"'". KAM- 48-04 2C70 • c 2 1 3 1 4 1 5 1 6 1 7 1 13 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 f. 17 1 18 1 19 A 3LOPE E CT I 0 N EL. 22.5 G SLA9 N.P.EL.2G.0' Gag • y tY.fKM- 6 SLAB TOP ft. DOTT. :f6.4 /G W.V-M 600 % L L. 300 y /5' LL COr15T R�/U__C��T nOSa ueiseT 6AY6 G 4C40 FLOOR LEVEL LP.EL25.4t N.P. EL 2G.0 bX& - % W.W.N- Top t p FUUUO4TtOV VL4..n SEG DWla. 512 - -- 0 MI6 1110. DOCK $OARD- tell $ Goo of I f - • FACE OF FDaA G. 9 a _ 4 c1.1 -,.Es 1rIC ++ NOR frtl+!EST [.NVELoPE PLANT E':'.ts :EEhS TaweeiLA i NASrt.+ oases. as! : . I '. I E .• = real w a•: r C]iAAltON lAPVes LVG rnara sea'.o-e ow ®um err- oeame. enema RLC 16.3-&9 15 ' 16 17 S ECTION 17 L. : ST. 0 W ELOS SECTION i SECTION, E SIMILAR ' 14 _tio" TYPICAL F0f2 ALL BLOCK MASOLJ Y. WALLS SECTION Q SHEETE2 PIT DETAIL r _ (_o•• 14 WALL COL. 5PACES Ott STet• DEiA, SEW pub -5-3 2d-o• • zed-d FLOOR FLAN 11 12 13 14 15 16 r j 17 5,r- %4.0`-13 case narC�wt�- TY P�C.at SEE SECTiom 7p Dv., ,_S i0 5iMALlit CODE: Uniform Wilding Code. 1967 Ed. 0esiyn Lev.de • 20.8 S oil .F. Vial Laed • Soil SeeDeering • F - .F. Exterior tngg. 348. . 3kS.F. Interior Festinp Earthgske Zone 3 1S, J 19 53IOE33' (3.. specifications) .. Footings :.2500: f'c''efter 21 days now Slab. - 3.000 f'c' 28 . days . Precast W L1 , Panels -, 4000: f'e after 23 drys SEDaORCING STEW[ (gee. 3pecltic.tiuu) 'All reinforcing steel shell 'be intermediate grade billet steal. AST! spec._ A15 -9!' -" :, (f.-20.000 psi) b. aerordnee'with ASTfl A305. fabricate and place irr accordance With an ACI trarde. Cover.. cover, unless ohm. 'otherwise. minims. cmerete corer .shell be: '. concrete mitred against, earth 1' fors. concrete' in contact with earth Y .ells: l bees end eoluens. l - //P' sla bs 1 3/t ^: VA W. an`s[ eplir 34br dts. or 1^ edit. W. W. :a1Eg1'TO DR 14 FLAT SMEET9 SitumRAG A36 (See specifieetians) ps gn - . stress: -22.000 psi- ' structural steel to ba fabricated the erected seeetdiue te'AISC .Specifications mid Stand.rdefor .Structural Steel:foe euildirge..' . Field cameetions dull be b.I .d usbng suede high etrenerh oe Machine bolt. as designated In specs - .:-•d on,ptans- All :',nmeldfag' ber1n: accerdsEnsign With ASS Ens Cade: (Sttvetural). ohe 11 All. fillet lds 6/11 6'. Win... unless otherwise noted- .nos: steep' f.•13.600 pot.. All .eldind bylCeriified welders -. Shop Approved Fabricator. .''Electrode. shell be E- 70'Series oe .nbwerged knr =c Grade SAM,. STRUCTURAL GLUED LAMINATED TIMER (See epees.. for asglifit-atim) Shall conform to the specifications for Dmdles Fir T.. Region) Tiler^ ' : a. YsiC Desiiin Sire... "fy 2 600 peg. V.C.L,A.:Stendmed Spe ific tion:Combination - A - Douglas Fir Tt.e- b. ...elm GCue with mold lsbibitor for Dry.. c. A.I.T.C.: Indnstrial'Appearance GCede. d. Newberg shell be marked V /A.I.T.C. Quality: with A an A'. [.T.[.'. certit. - of eohfonaree syatl be- praeided. e. A I.T.C. Certificate -on Clueing : :. Sloping. mebera to have vertical end cuts parallel ru face of .n. members. -_ Trim to horizontal p. ane se reeinired for bearirg- MUM MATERIALS (See specs. for amplIfieation) Lumber - .Construction Grade Douglas Fir, unless noted otherwise, ..er tees - Coast Lsdeerwan's Inspeetirm threw: Grading Rules Mutt an. 15 (fb.1500 psi) . '... Eicept 2 X 4 subioists shalt be .elect structural. Plywood Roof 'Sheathing _jug ^X46 ^::X 96" Plyweod: I - t glue 5 ply.. Group I. DJ-PA. d -tr de- aurArd. .ran .. ceordance witty Aaeriesn Plywood Association Prrduct Std- r Naili [ unleth noted shall be: Fdge of roof diaphragm 10d Q 4 ^.. D.C. Edge of ply,onersheet H lad 9 6 ^ .O.C. inter wirers bearing 1.0d18 !2 :Allnalle shall be 610 plywood nails (10 p v Ca . S In lOd equivaLrnt). Ply.oed .ha11 be Laid With face dn..ith fare :x a rsl let. t 2X:4 subj lots. : ' Edges of all openings in- 'ply.oed shall be ailed .irh led di 9 =CRP= ours 'smear! (Se spec SO fications) Concrete- btoeb .11 .7 walls shell be grade A.S :T.l.'C -90-59 Fr.'900 R,I- Rinimma lac of reinforcing 'steel 30 'dia. Provide Inwrdrtion do... to mat, - tell steel -. Fill all cells: of concrete block containing reinforcing, strap echoes, anchor bolts, etc., or belsa,grede. Tie vertical ..11 steel at 1 bard asters maximum. linimm reinforcing :, K -.eb :evert third hornrnntal joint ard'W D12 D.C. . vertical. Provide a: minimum 2.- .4 ventral bars of, and adjacent te every window or door opening. extend a.ch bars • t fight of wall - Provide bond beams .and columns '. a n shall meet the requirements of mortar :type - S” as classified by the W.O.C. S I P OCTUR/-'i DRAWING LIST s - I FOUNDATION 4 FLOOR PLAN 5-2 - - FOUNDATION E - FL'JOQ - - DET fit .: 5 -3 FOUNDATION O E.TAI LS- 5 T . 5 - 6 5 -5 ROOF FRAMING PLAN 5-6 " DETAILS - SHT. I - -7 a n n 2 5-8 5 -9 41EZZANINE FLOOR FRAMING E DE. (AIL S -10 TILT-UP ' .CONCRETE WALLS Self S -12. OFFICE FL. PLAN -ROOF PLAN ¢ DETAIL 3 -g4 20 FI¢M G20urC. TYF. ALL �7D.INGS. -. DETAI PLAN ce ce "-ME" swvc a <c 5.08 r LAP I •dO' =0 OL.. kfm Row- I1` j -.4E. 2 =o -TYR s 4B2' - O ' - GOM PAGTED FILL - =4 emu' 2�1 (20' SPANS 2- . 45(15' - 4 SPANS) SLAB THICKENIN6 . FOR 1AF COL. EL21• ENCASEMENT COVSTR. JO' SLOPE couCAETO UP LOADING DOCK INSID6 COLUMN 'Nt, TY►IG • ALL COLYYNf GK-4§ W.WlL7 R ■RROIWIN _ PI:NTN P L A N'.. PLAN r4. 2' -4 ANCH- 3OLT5 PROD. ABOVE P:_INT 4. 3` THREAD 3 r ' - PIPE SLEEVES 2 3 6NOLE5 ,N PANELS • 2 OG TO R°_NLF Tr•�OVGM. — s 4 els' EA FACE (4) Y2 4 • O - 7 AN C H. BOLTS N , :2 I U I V I� N .> C a -'1, " " o o a - ° 4GiC �� .w 4E t0 J R ! O J f w DRIVEWAY M; • 6 @I ?> .g' EL. 22.5• 1 W. ' Y) v . B_'• a tl.. c ' l i } 4 i----1 TYP tD � ,y wi cJ ET 1 OIJ O O �.' t '61 IA.. = I ._ 0 a J J� 1 RED P.k A i F • N ' " a: K. 2 REQb hK B N n DOCK BOARD _--a rte. -- r • 1 i • o a' 1 e f —' t •e TIES a t2' �T u � _‘;_l___, 3 i- L_ L 4 - 'C !4 '-. 1O R S,Lr • 8 TYP , � SECTIONn y iq S IEA *M SECTIONn Ie "i0� `J 'tt�jtt BALER PIT SECTION 4 i. -O 1'5'- O FIN -FLOOR EL 2G.5 T 10 ' 11 J 12 '!oTE VE¢LFY. ALL Os.ENS10V< w tilt oc,c.sOGSGO.S. SuLL£ MF2S. I 4 Ic NOCIZON TAL f - 10 /EET01.•.. 1 �4 1I e . .-TOP JF RAIL EL•22.83 4 . 2_ ILEEP HOLESSeS -' BEND ENO9 L Z%Z x 2%tayv ANC40129 - le' pc. 5'ACCEQEO I cIN. n_ = _• 24.5' - SCALE Pr(' s'- O:f8 4 o 7 .1. WAY TYPICAL SECTION r =r -o SCALE PIT- DETAIL KAK• 4 • -O 2470 -I4 ':.FRANKFURTER 9 ASrCIATES INC j; r. so TtYG ENGINEEGS I REVISED.A5- BUILT 10.c 8 -I LOGIONIfR Oat. nuw: QN.L CHAMFER �4G 2' �S a r5 cc EA. WAY. W.W.M. MAXIMUM SPAG`i, - % JOINTS 20-- ,° ,C.- TOOL EDGE..'USINc+ PAINT SURFACE tATN ` Vii RAC•U5 TOOL APPROVED BONG BQFJIX.„_1` NAT'L PRtOR TO NEXT sou. //, T� r V' STOP R£INF. t ' i�.'' - o •" . MI GA 1 • FROM EDGE v* w p j° yYla z.�CAVEL 3 ifs �3 L c� •i EE spe c;. CONSTR JOINT @ COL. LINE et I .a. I'- DETAIL REFERENCE TRANSVERSE SECTION OF RAMP SECTI O I„Li ROOT OF RANI P SECT ION1(11 5 -1 FOUNDATION - 5 TI LT -•::P CONCRETE 'WALL H iK 17 18 r e 20 NORTHWEST EN : PL I:NT ��$BA ONG. NO. 256 -I -S'2 INMS NO. FJF C7lJtAN SIZES 5E° LM'C N° •3 ot RAMP '>LAG EL. VARIES \.. CONT N. v:AT ER STOP -; 1 O _ - 3 4 SECTION TN. COL. 1•E0TECTION CCrICNETE - 4 -`4 VEST. -3. to - t 1' It cONC 14 - f 5 W PLAN 1 L.SMEF' M:'TAL.�K "• OA... �MNC +_�D t.ao . �:�' � S2 >+- SMOOTH. GRADE E ANCH. BOLTS < 4 HC f' 3 THREAD .. E PROD. 4 .ABOVE FTG.. 3 -G' 1 - 0° •4 g Y 21 .5 4' 0 4 -;TIT = CORNERS PLAN - FILL 'GONG AFTER PLF,CING PANEL m -EL 2G.S 5-S , DVtC__ DWG S -5i Ic NearM•EAST FOR PILASTER _SOYrH I 111L.ti war_ OjMtuS..SEE ' � . _ ow4, 5',3 12 13 - COQ 14 f 15 16 17 18 19 -y 1 gizt. 12 7.---GLP ' BAL. ER PIT , .�. it -0)-I ;'2• -4 ANGI. HOLTS 3 NC . 3 ! 4 PROJ 3,..t -0 PIFE :.LIE VEE FI¢M G20urC. TYF. ALL �7D.INGS. -. DETAI PLAN ce ce "-ME" swvc a <c 5.08 r LAP I •dO' =0 OL.. kfm Row- I1` j -.4E. 2 =o -TYR s 4B2' - O ' - GOM PAGTED FILL - =4 emu' 2�1 (20' SPANS 2- . 45(15' - 4 SPANS) SLAB THICKENIN6 . FOR 1AF COL. EL21• ENCASEMENT COVSTR. JO' SLOPE couCAETO UP LOADING DOCK INSID6 COLUMN 'Nt, TY►IG • ALL COLYYNf GK-4§ W.WlL7 R ■RROIWIN _ PI:NTN P L A N'.. PLAN r4. 2' -4 ANCH- 3OLT5 PROD. ABOVE P:_INT 4. 3` THREAD 3 r ' - PIPE SLEEVES 2 3 6NOLE5 ,N PANELS • 2 OG TO R°_NLF Tr•�OVGM. — s 4 els' EA FACE (4) Y2 4 • O - 7 AN C H. BOLTS N , :2 I U I V I� N .> C a -'1, " " o o a - ° 4GiC �� .w 4E t0 J R ! O J f w DRIVEWAY M; • 6 @I ?> .g' EL. 22.5• 1 W. ' Y) v . B_'• a tl.. c ' l i } 4 i----1 TYP tD � ,y wi cJ ET 1 OIJ O O �.' t '61 IA.. = I ._ 0 a J J� 1 RED P.k A i F • N ' " a: K. 2 REQb hK B N n DOCK BOARD _--a rte. -- r • 1 i • o a' 1 e f —' t •e TIES a t2' �T u � _‘;_l___, 3 i- L_ L 4 - 'C !4 '-. 1O R S,Lr • 8 TYP , � SECTIONn y iq S IEA *M SECTIONn Ie "i0� `J 'tt�jtt BALER PIT SECTION 4 i. -O 1'5'- O FIN -FLOOR EL 2G.5 T 10 ' 11 J 12 '!oTE VE¢LFY. ALL Os.ENS10V< w tilt oc,c.sOGSGO.S. SuLL£ MF2S. I 4 Ic NOCIZON TAL f - 10 /EET01.•.. 1 �4 1I e . .-TOP JF RAIL EL•22.83 4 . 2_ ILEEP HOLESSeS -' BEND ENO9 L Z%Z x 2%tayv ANC40129 - le' pc. 5'ACCEQEO I cIN. n_ = _• 24.5' - SCALE Pr(' s'- O:f8 4 o 7 .1. WAY TYPICAL SECTION r =r -o SCALE PIT- DETAIL KAK• 4 • -O 2470 -I4 ':.FRANKFURTER 9 ASrCIATES INC j; r. so TtYG ENGINEEGS I REVISED.A5- BUILT 10.c 8 -I LOGIONIfR Oat. nuw: QN.L CHAMFER �4G 2' �S a r5 cc EA. WAY. W.W.M. MAXIMUM SPAG`i, - % JOINTS 20-- ,° ,C.- TOOL EDGE..'USINc+ PAINT SURFACE tATN ` Vii RAC•U5 TOOL APPROVED BONG BQFJIX.„_1` NAT'L PRtOR TO NEXT sou. //, T� r V' STOP R£INF. t ' i�.'' - o •" . MI GA 1 • FROM EDGE v* w p j° yYla z.�CAVEL 3 ifs �3 L c� •i EE spe c;. CONSTR JOINT @ COL. LINE et I .a. I'- DETAIL REFERENCE TRANSVERSE SECTION OF RAMP SECTI O I„Li ROOT OF RANI P SECT ION1(11 5 -1 FOUNDATION - 5 TI LT -•::P CONCRETE 'WALL H iK 17 18 r e 20 NORTHWEST EN : PL I:NT ��$BA ONG. NO. 256 -I -S'2 INMS NO. FJF C7lJtAN SIZES 5E° LM'C N° •3 ot RAMP '>LAG EL. VARIES \.. CONT N. v:AT ER STOP -; 1 O _ - 3 4 SECTION TN. COL. 1•E0TECTION CCrICNETE - 4 -`4 VEST. -3. to - t 1' It cONC 14 - f 5 W PLAN 1 L.SMEF' M:'TAL.�K "• OA... �MNC +_�D t.ao . �:�' � S2 >+- SMOOTH. GRADE E ANCH. BOLTS < 4 HC f' 3 THREAD .. E PROD. 4 .ABOVE FTG.. 3 -G' 1 - 0° •4 g Y 21 .5 4' 0 4 -;TIT = CORNERS PLAN - FILL 'GONG AFTER PLF,CING PANEL m -EL 2G.S 5-S , DVtC__ DWG S -5i Ic NearM•EAST FOR PILASTER _SOYrH I 111L.ti war_ OjMtuS..SEE ' � . _ ow4, 5',3 12 13 - COQ 14 f 15 16 17 18 19 COLUMN, FOOTING AND PLINTH SCHEDULE COLUMNS 5TEEL coL:SIZE OT/J6 S FO Z r SEWS EA. \% Y ELEV. BOT -FT4. SIZE OF BASE 12 ANt'3t°Q BOLTS PLIWTHS '.. I3o s17E,LEA1•TH SIZE PERT- REI•F. TIES %,34T IA A .A Y Tu•s e _ s o s a 1 =0 7 s l 217 v > ;V.,. - o r• A -3 .. 00 ' 4 - 9'X4 9 f -o• GA's 20- 6. , 00 DO A - 5, A -TA, A -9A 'DO S-bka'-6`... i' -O" 9' ' 20 ' 'DO DO A DO 5 051e-0I' 1.0 - 7 - .5 20 - B OO zo A -D Do 4 4 ILO' 7 - 24 DO DO I: - 7A �, G•X6•X`Ijy" � U9[ 3 =9[!S 1 =0 A z4' • 7 D� 2- t.""' - t•1MEAD 9•G�tS. B - I DW 34 5' I -0 b 20 =6 9 Xdio 2 12X18 6 -2 '54F31 5 =4x56 I 9 - 9- 2d-6J 9 xdlo• 20.6 14,7 DIN?-2.. Do 24X12 -e1191.66111 12X16 16X Z0 B -14 '. ; IOVP45. 6' -IfXCd 1 s -4 51,31 4- 9.x49 '... 1 . 745 24-6 12'XI"X1 21"X12 -2 .o .w 14X20 B -5 DO. 5'6 ite 7!6 24-4 12X15CIL3 I DD 14X20 ., B - 6 , B -Y _.. Do 5-9'X5=9' 1' -0 8 -1.4 24• -c DO __. Do 5 - 5 , B DO eo x -d 1' -o• 9- 26'-4 I2 XI'Xt 3' 21'X12V-2I TRRFAO 12X 0 Do 4 -• I-O' 11 - L.4 ID'X %'xI-o• 2- I' %12'- 2T;RtEAO 14).8 B - 10. DO 3Vx$-O 1 8- 20'-6 9'x3 o-io 00 X12 Y19 B-11,6.42,15-15 DO 4 -. ;to. 5- -s 20-e., . DO DD 12X18 C -I 8.7. 6=d :6•-o' ID° 9- 20'-8 Do Do 10X14 C 2 C 3 8W24 a' 0x9=0' ID 4 - *4 24-8" 9 .'X0=10 DO 12X15 C -4. I I0N eo 6' -3 9 - * 6 24 -e 13 DO ' � 16X14 . .: 1 1', C -s' 8024 4- 8'X4 -t! t'-o D- 24-6. 9 X f-0' . 2002-2 THREAD 12X15 C. -7 IONF39 C65(d -6 I- 3' 11 1. 244 14X1'x F -3° 2- 1•X12 TMREW 16X16 Ci10 101. '; fi -ex5 -1 1 51- 24 -G 12X55 30 -2 2-1'02 -2'' 8tDD IG XI& C -49-' I0YW45 L-3 P-3' It i6 "i 2d -s 9'x 'XI-o• '' DO 10X14 G•I , J -1 ''r' 5.1».3 I �•0' I b• b 20•-r 1 2- I 2'TiIREA® 10X1¢ D-4, G I OIIE 45 r 'x6 &3R 9 *6' 2.4- 3' ( 13"X1 "X1'-2' 2- ''X 12 , ' -22 TREAD I6Xi6 "1 D 7 H- J - 7 I ONF45 5`.3"y5.'-a 1 7 *6 24-6" 12 xi; X t' -0" 2- 1•X12 2' 7NDE4 161114 15 , -t0 IoN'�45 6 - 9 t' - 31 9 + 4 24-3? Re XI' XI' -2' v 2 -I XI2V 2zTIREAD 16X10 , D- 14,E -14 F - 14, -1 64, H -64, J -14 49 J-exb 1 - 3' 12 - * 4 20 -3 14 "x ex e- 2" 2-I'xt2v.-2tiTNREADi 1 oXi8 C D Ek -1, FIZ I, 6 H -I 8,..24. ... 5:2'+5'0' .. I-d 8-�O 20'-6 91x%`ndlcP 2-1'X12" - 2• THREAD. IOXI4 Jyi1 CX-W-, Dy2-I4, E kl_I4, i=Yy_i4, ,. 10W - .� 1r -O• 1' -O' 10 -4 20' D f D DO 6x1- 14,N K -1 ' K -2 5, u =- :'z - o' I , 6 - 20 - -6 r DO DO DO • Do SEE BALER PIT DWG 52 1 DO ' CC 14.-3 DO DO 14 -5, K -4 , -s, Y 9, S J'XS'- d •• 1 =a" 6 �5 20' DO K -4 ac-T, K - Da 5'6 1 U_ 0 7 s5 20. - 6 DO 00 DO 6 5 _ 20 -6 DO DO 1 0O K - , DO, BvF 31 .: _ 3`x5` - 3" G= o`xleo 1G -13 !'' 0 7 .5 9-"4 20._ D'x X0 =1o' 20' -6 14•x =2 DO. 2 - 1' XYI'- 214READ Do DO I _ 4-14, c c 4, 13 I 1 A I .om.a...IC... 110 ad I r I H E - yl EL. 2 = d7 D' . GL1v L3X3X ;X0=3" YI IA 1 �� ' �4h COIL EL EVATIOM EXTERIOR STAIR DETAIL %4 1!0• I REQ'D AS SHOWN i " DPP. ' HAND FO2 LOCATION SEE .DWG - S. 13 I 14 FFAPKF RTER' 15 ASSO':1.1TES INC ./e'SUlTlrS I - 10 11 12 ate AS -EWLT 11 .e /mg. •.ez 13' J 16 f 17 I 18 Pax. 0-I -69 15 REFERENCE 51 FOUNDATION. 4 FLOOR PLAN 52 CrOUNDAT■OF E FLOOR ..ETAIL5 -5HT I 'NORTHWEST ENVELOPE PLANT TU•M1LA i WSIGNGT IN dO •.or rw...I... FOUNDATION I DETTAILS ,..•.,� ow. l SHEET 2 proncomo acs, some., "PA= 96, 17 f 18 19 6A D!r550. 256-hs3 I as ICAt(• 4t• 1 4 7 2670 -t A 8..21 5C'. i R 5* 1 - * . a • 5z�• ` k� r 5N 85 5L ". 29 ; rY • c..re 1•*) 2/s . 5G "<:oC. i }i .s4 5i'<3ob' 6 } SG <3df" ie4 • +30$' 'i '•13o 3f SYi "c701i ' 9d['r 3�t eB - '•3a'/ aB Ssi /3° ' SY[ "r30�I'e4 � 4• r 0 .5 (Y) v pp 0'. Iyg, � . SG' <P03'i" ea 5s .3b'.. e9 sL'< cd gr. <an': 419. 5. ll rp y d v i't. v o e% 56 Z• B/D SY ir4 9B 54 :.es '610 34,..,' ed 5i a ' • T s ss No i, e 2,,,,,, .yzeru Mu., O 3 T{ . . 1 • .eLLET 9CA.M) d/3 `.>fi. " <3o 613 - _<3aL• s 13 5 Te'r SOb .913 SIr "* 3 ei s13 SY. '<3.11 - - ti r so sd d-e a: s:o bt 5i «.a 311 5.•• e,4 , •4 5..., <. . 414 5i <_.c • S .� 1, v Sri 4/3 1 : 3a5' I ,3 ( .15L3 k 67 . 1,4 b13 l �St'<3Di 613 �5(1•. '. 4 ;'' *, 0 8 ` ct pp ��s E / ,e .4 NJ / &JG 34 5f "..5aiF' ! 7 54". 70'4" HL2 >� :1 5Z ...OS 0 2 i 3 T00 eY BEA.H F:f _C, ,OULE e.....lr Sc":T=pe iet C1FAI ALL ' 14S[I 1 4 C. ;2'0 . 24 - o. C. 5 4L oi!woo., .La1,5 719 a° V _w - 2 tit 4avv 1 G 4 5 6 7 8 10 11 i 12 1 13 i 14 i 15 , i 18 i 17 i 18 i 19 D E A /0 - • DETAIL e ' DE T.,. D= %A _ pL:L E� 3DE DETA /c. 5 ?'l (SLV) 4 bET4 /_ (1• / _ o 10 11 12 12 13 0 ,.-7-4/:_ l Oa? .oe S.sE_ � /'' D= T4 2 REVt5E0 ':AS' - uLr NKTM s*vrr r.[LL I.0 F'%tbU �S -Fie 1 3V E 9 SuuE ) 4 •� 14 ' 15 ) 1 8 1 17 18 f 19 • ev1<r- Uv TA.'_ 14 15 EXPIRE� AUG 2 0 ZOQ2 16 17 "3E12" o c 7 7 Zc) X 12 o-7 rco►,v 300 %O' LIVE LOAD i �S.: 6 > c r - T i - - -- • L TYPICAL SLAB COL ONES - ro SECTION .3 e/2 - es, EL 385 4e15' B-13 SECTION A.' r -a "...EL. 24.5' 17 TREADS e 10 - = 14• -2 10 11 t2 REVISED: AE -BUT 3+ o 4 STUD icy. WELDS 6 2Y . 0 EL. 5B'- KICK �FP. -FIB. 3x 3(6x O-5%2 — 2 - %+ x 0' - 4 STUDWQOS 1 a ASSOCIATES INC- . ENGINEERS W COL, VAC. PUMP FDN. TYP-2 PLACES. 3 LS EL 40•- _ r 100 %' LIVE LOAD G BLOCK WALL NORTHWEST ENVELOPE PLANT ' Nb•G. M TUERILA VA SNINGT JN 2 56 - I - ` MEZZ FLOOR .2 cH.rlow���ro.srla' O1 °G- S-LB. � + � FRAMING a DETAILS 70 -22 A L 3'4 FLOOR DRAIN EL 40 -0 ' 2 . :; - 16 17 18 19 f -'-- 20 OMB IINL IO+Fit P. I.' 8 -12 P1 FIXED 14 4ILR. JAG VAC PUMP PUM 5'- tb'-71t NOTE; EOUIPVENT ANCHOR 25' -c. BOLTS TO BE DETERMINED B`7 OWNER. VERI, - FDN. DIMS. IN FIELD. 40 O 25 -3 _ !1' Q COMPOS4TE'BEAM SCHEDULE MC. SIZE cmi. STUD WELDS SIZE ARRANGEMENT B-I B-2 B -S B -4 8-6 8 -7 13-8 8-9 8-IA B =5 8.12 B- B 0 -N 5 -15 B-* IG 9 • /t 30 4 O IN PAIRS 10B15 5/S' - SINGLE LINE 21gF42 k - IN PAIRS 10 517 4' SINGLE LINE .B31 5 /8 - . +a0= • IN PAIRS 128165 s IG }^� :O -3 SINGE LI.E 88F31 _.... %q - - IN PAIRS .. 12 10 - -- I TINGLE LINE(RC .. 1 17:=1, _ _18 - - 7 Y -] 22 Io1V° 21 5 /o lo\IF21 %4 t2 FCi1.5 - -- MEZZANINE PLAN %= I•- 0 5 I 6 I 7 20' -O 2 5-44 F' 0 4 N Om Dm, 0 0 a . F - _ o•E a' 0 N ac B31 "COMP. B -G .• cc •cc 3r qH a+� e) N 2114.2 COMP_: - B -3 a.- o f 0 •. az LO' - DOWN �tt2/ X1111 - __ 10815 1 0 �wt - a - 73% LIVE LOAD 5' -0 c-:. 10 - o.c. 10-0 TYPICAL SLA5' ',COL. LINES - OA!, SECTION -1 -O j -1 + STD -PIPE) 1 N 7' -0 ' MAX. TYP. REMOVABLE HANDRAIL DETAIL I' �4 - °I - O �J 10 rI•o -4 5Th. PIPE 12 13 FRANKFURTER CONSULTING [4x3.3I4 FR0 COIL re 16 ;14• o -c 57u0• ON COL. EL. 35'- 5 i'4E EL, IIVTIG a• - TILT UP. WALL 12gF 2T •O•-6 OFFICE - R •• JOISTS e8• -° qc. 5 B=Ooc. SECTION A.6 . 0 S2 - TOP ° - L, 3 ? , STUD' -SPACE TO AVOID ,.01ST. SEAT 16 O.C, -2-" SECTION O - a5 £...FACE - 3cix -e— e0'-4 R'DWELDS DRY PACKLTG'DC7-- a.a aro l')SHRA STOCK141 %s 14:2EM. +4 7 =0 I� .d.a re 1N GTR. TYPICAVONLES3 NOTED V ONLY i_S EA -FA[Ea_ 12=4 Pn1.1EL A -3 REQD_ b- L- 12 P.. a S - { - - i Y _ I .. 1 L o`} 0 0 1-E S Ev_Fat.c.5 - __ i - I -`S EA,FACE r +4 I +e ~ 4'494' !' .4 ++ h+ 111 � �. �• �i, 3 ' I° 1 ' -- X '' Z 1 S:6 Otp C OaaLY TY DSCAL C ONLY E'EtNF. 2-'5 EA -FACE, /ALL AtOUND • 2 -mss -\ TYPICAL 1 � , 5 � - I - T- di F r = al __Lk to -4 N P�w1EL C - 1 REQD• 0 C2 U -I QAA • OI V 1 .rs t �O � I _ Sr.(UJl2o A4.c"Y 1 ^lip TYPoc PEIY►. S ON Y co 2 -'rs• 4.0 11 • GP i G 2-' 5 E.F. I AL L *Roe. ' :1 ,fi 0 ___L I i 1 - —t 1 4-'6 .• CT 1. " , 1....-, of 0......, 21:,:..4.0!:), IT� - F . I ~ 1Sio J- _:3 ;_ io•-c , 31 D0-D' 5'-711,4 6 . 1-4, 10' -0 V- 9114 K �I P/nNEL DR SHO.vu.. - 1 t?EQD 91 F "'S • Di OPP. HAND -I • /y - K 3 - 5 I VxESL 4aTlm SECTION NO SCALE =L. :ARIES ' 1 SEE 400c F2AMIN6 PLAN 55 - '.D1 -' O a4Y 1 0YYR S ER'OE T'PE 6QACE A4^HOR 72; ' e . Tom' tiF /t/SERT(M.6. STA4J.® = 3 L4uEl 04, It / T e TYPICAL REl4F. r I 1 lu -Z y 4 }'4107, ! IS' -7h 0 d i 'S EEFACE_ NfICFACi PANE- H-1CLECiD - 'L'G GE4r FROV- .. f L4x'Jx a.coL6 ". rT D . :alt SEGTtom. _ .. :'2 o' -31E. S Co DA.L sacs. O 1 EA.FA • 2-S cf ♦S•R!S - TYPICAL R[IYR'- 1 4•1 •`5 EA. FACE 2'-(e CNAMFEL PL «_Li e 0 ' • Ys1 - Ce o • 1 S ECT!OGl • _ 1�'-ttYs O � }cg iVO s' -0 1 - T. PICAI RE1t,1V .L _ 1 -T�Teti Acf B-S7 a0.1. =0 met_ P- (REQ.O. )SANEL Q - QEQD. EL r-G • W ONLY - 6 r4 . IT o.c. - 'LGN6 EA. FACE U ' w . 1 �4 l_ I I Vi Ot 0 r L TYPICAL RE0L 1 !7:'P. B . ..,. is -1 S EA. FACE 7 1 P/\t∎1EL_ E 4 'EEQO T 1 C1 D 18 15'714 5 ANJA.I- secs. T-0 n • I 3 EQUAL SPAS. 1 EA fACl • 7" -- 4 l EOw, A2 `LE;/ATIGNS E -F -0J T 54LY m �, L - 3 :3:yi:'7L- �zio= Q'ST�c'.JEi0sc- -e 4EAR FA =E 1S '1 %L PL�NEL q -1 6 REQD. _ E= Re E_ fCI I 3 4 5 ) 6 A 14 -6 ,3 54._ A O r 45 % • 'S B -F -x -Y I * - c _ w! RA 4D' -31(4 4 4 - S 13'- lIY' 14 sl' w 3 %UAL S PCS. WU-XS ISOM 3 E.QUAL SPCS.. I R l 1{ f FAR SIDE _ I �_ . 'Y• Yii9'u . . L - R - V X7 T- $ R�6x - - - Ve.ce.•',STuOWELL5 CA' 12 6 10.2 ez '14- T rul' AL : +EAD , J M r 9Er"'" cnv. .7YEq -MEAD DDOL- S rl.° �.' 'N T yiNcat. *EAT) JANIS `5ECTiON a maN DOUR -OK: WELDS 5ECTIOU 3 EQUAL SP TYPIC/\_' COQ LlCR -CONN VO SCAL6 54 STA•JDARO PAA16L CLWV SETAIL NO C ALG 12 13 14 15 16 J 17 1 2 SECTION 19 0 FRANKFURTER a ASSOCIATES'. INC. CONSULTING ENGINEERS a.. 'J L NOR THWEST ENVELOPE PLANT TU11/11.• : I M G Sw1NOTON 16 f' 17 t 18 2 23.''' A EX. BUILDING FF=26.5± PROPOSED BUILDING ADDITION P "OPOSED UILDING DDmON 6. 6. '641 VICINITY MAP NO SCALE TAX LOT NUMBER 022340 -0050 ST NITER BLVD LEGAL DESCRIPTION S. 180TH SAXON DR. Lot 5, ANDOVER INDUSTRIAL PARK No. 5, Vol. 83, PLATS, Pgs. 22 & 23 W. 43RD ST HORIZONTAL DATUM - BASIS OF BEARINGS BEARINGS HEREON ARE IDENTICAL WITH. THOSE RECORDED ON THE PLAT OF "ANDOVER INDUSTRIAL PARK No. 5 ", VOLUME 83. OF PLATS, ' PAGES 22 & 23. I I KING COUNTY RECORDS. VERTICAL DATUM - BASIS OF ELEVATIONS NATIONAL' GEODETIC VERTICAL DATUM OF 1929 - AS ADOPTED AND EXTENDED BY CITY OF TUKWILA PUBLIC WORKS DEPARTMENT PROJECT BENCHMARK TOP OF BRASS DISK IN MONUMENT CASE ® INTERSECTION OF STRANDER BLVD. & ANDOVER, PARK WEST (900'.A NORTH OF SITE): ELEV..= 24.43 Feet CORRECTION NOTE FOR FILL, MATERIAL AND COMPACTION REQUIREMENTS REFER TO GEOTECHNICAL REPORT BY GEOENGINEERS, INC. DATED OCTOBER 27,1999; INCORPORATE THE RECOMMENDATIONS OF THIS REPORT INTO THE PROJECT. PERMIT CENTER EXPIRES 9/23/01 CALL BEFORE YOU DIG: 1- 800 - 424 - 5555 1 ° =50' CITY OF TUKWILA GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE - STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND AMERICAN PUBLIC WORKS ASSOCIATION, WASHINGTON STATE CHAPTER, 1994 EDITION. TOGETHER WITH THE LATEST EDITION OF THE CITY OF TUKWILA ENGINEERING STANDARDS. 2. AN APPROVED COPY OF THESE PLANS MUST BE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 3. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION ACTNDY IN CRY RIGHT -OF -WAY 4. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CITY OF TUKWILA ENGINEERING DEPARTMENT (433 -1850) MUST BE CONTACTED FOR A PRECONSTRUCTION MEETING.: 5.. ALL LOCATIONS OF EXISTING UTILITIES. SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY DR OBTAINED FROM AVAILABLE. RECORDS. AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. R IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY, THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE CONTRACTOR SHALL CONTACT THE UTILITIES UNDERGROUND 'LOCATION SERVICE (1 80D- 424 - 5555) PRIOR. TO CONSTRUCTION. THE OWNER OR. HIS REPRESENTATIVE SHALL BE IMMEDIATELY CONTACTED IF A UTILITY CONFLICT EXISTS. 6. THE SITE WORK IMPROVEMENTS SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE ENGINEERING DEPARTMENT. ANY DEVIATION' FROM THE APPROVED PLANS WILL REQUIRE APPROVAL FROM THE PROPER AGENCY. 7. THE CONTRACTOR SHALL KEEP PARKING LOTS AND STREET. CLEAN AT ALL TIMES. BY SWEEPING.: WASHING OF ANY TRAVELED SURFACE WILL NOT BE ALLOWED. 8. ALL PIPE BEDDING SHALL CONFORM TO WSDOT /APWA SECTION 9- 30.7(1)0 FOR ALUMINUM AND P.V.C. PIPE, AND SECTION '.9- 35.7(1)0 FOR CONCRETE PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 92 PERCENT MINIMUM DRY DENSITY PER AS.T.M. D- 1557 -70. 9. ALL PIPE. SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION ACCORDING TO WASHINGTON STATE SPECIFICATION 7- 02.3(1). THIS'. SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF. THE FOUNDATION. MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED . BEDDING MATERIAL TO UNIFORM GRADE SO THAT ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. IF THE NATIVE MATERIAL IN THE BOTTOM OF THE TRENCH MEETS THE REQUIREMENTS FOR "GRAVEL BACKFIL1 FOR PIPE BEDDING. THE FIRST LEFT OF PIPE BEDDING MAY BE OMITTED, PROVIDED THE MATERIAL IN THE BOTTOM THE TRENCH IS LOOSENED, REGRADED, A COMPACTED TO FORM A DENSE UNYIELDING EASE , 10. PRIOR TO OCCUPANCY, THE PERMANENT STORM DRAINAGE SYSTEM MUST BE CLEANED OUT BY PUMPING. (DO NOT PUMP OR DISPOSE INTO ANY OTHER STREAM. STORM SEWER, OR SANITARY SEWER SYSTEM.) UTIUTY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTIUTY LOCATE 0 1- 800- 424 -5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTIUTY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFUCTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR. REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332 -1!20. APPLICATIONS. MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. i APPLICATIONS FOR PERMITS TO REMOVE' MONUMENTS' MAY BE OBTAINED FROM THE'' :WASHINGTON' STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE . :BY TELEPHONE AT (206) 902-1190. WASHINGTON. STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC. LAND SURVEY OFFICE .1111 WASHINGTON STREET S.E. . P.O. BOX' . 47060 OLYMPIA, '.WASHINGTON 98504 -7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED,' REMOVED,' OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. PROPOSED WATERMAN..� PROPOSED TYPE I CATCH BASIN PROPOSED TYPE II CATCH BASIN PROPOSED CORRUGATED POLYETHYLENE PIPE EXISTING TYPE i CATCH BASIN EXISTING TYPE II CATCH BASIN EXISTING STORM LINE PROPOSED SPOT ELEVATIONS EXISTING CONTOURS PROPOSED SANITARY SEWER MANHOLE, PROPOSED SANITARY SEWER CLEANOUT PROPOSED SANITARY SEWER LINE EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER UNE ■ '0, • LEGEND: PROPOSED WATER GATE VALVE PROPOSED TEE PROPOSED CONCRETE THRUST BLOCK PROPOSED 90' BEND PROPOSED 45' BEND FIRE HYDRANT EXISTING WATERMAN EXISTING WATER VALVE EXISTING TEE EXISTING FIRE HYDRANT. STANDARD PAVEMENT HEAVY-USE PAVEMENT PROPOSED CONCRETE COVER SHEET EARTHWORK QUANTITIES: CUT: O.C.Y. ALL: 1,000 C.Y. AUG 2 0 2002 SITE BENCHMARK N.W. Bolt on Bose of Street Light (Luminaire) on West Side o Andover Pork East (SEE DRAWING). ELEV. = 22.72 Feet CONSTRUCTION SEQUENCE: 1. CONFIRM THAT ALL APPLICABLE CONSTRUCTION PERMITS HAVE BEEN SECURED:. 2. INSURE THAT ALL NECESSARY PRECONSTRUCTION MEETINGS HAVE BEEN HELD PRIOR TO ANY. CONSTRUCTION ACTIVITIES. 'LOCATE EXISTING ORUTIES AND INITIATE COORDINATION WITH UTTERS AGENCIES.' FLAG ALL CLEARING LIMITS FOR NEW BUILDING PAD AREA :PROTECT ALL EX. STORM DRAINAGE CONVEYANCE SYSTEMS FROM', SILT LADEN WATER. ROUGH GRADE SITE AND STABILIZE CONSTRUCTION AREA. PRELOAD NEW BUILDING ADDITION TO ELEVATION. SHOWN. been revier, INSTALL FILTER FABRIC AND TESL MEASURES - ' PROTECT SLORM SYSTEM ;;i `cr SILT:•. LADEN WATERS.. • 0 V lick do not at.:`: COVER ALL . AREAS THAT WILL BE UNWORKED FOR MORE THAN 7 DAYS DURINV T�NEOrdlnanC2 DRY SEASON AND 2 DAYS DURING THE WET SEASON - of the design r'�'.: 10. UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AREAS AND S, BMP'S IF APPROPRIATE t !r.gS a this dat, and will require 'a for subsequent silbject to fled I iilitics ins By �^ INDEX OF SHEETS: Cl OF 5 COVER SHEET C2 OF 5 GRADING AND STORM DRAINAGE PLAN C3 OF 5 WATERMAIN EXTENSION PLAN C4 OF 5 CONSTRUCTION NOTES C5 OF 5 CONSTRUCTION DETAILS R =_cEiveo CITY OF 1 UKW IL4 SEP 2 1 2000 9 W CO ▪ co U W ' CO W Z 0) • W < Cl U Z a a � z -r w U J OD 0 r m N N 0 OW, Q Job Number -- _ 7256 2 m0 lurriii-RrirrTa ::11:: 1i D::D It 11f.i1 171 ,1 111 T11..,u1 D 1i f J org,AN 0 C I<ZC�D'" 1f11 u. 11 l r if Il i ANDOVER aialfII1 i _.`.___ `� �'! -� _ E ," MITI I110.11V s °" A .111111! IIIt. 4 - N w / � -f +7 F• N _ � k� ��.° (J I�G - is 9/21/00 9/11/00 9/11/00 7/7/00 Date MFB JGH JGH JGH By QG H q ��i 18215 72ND AVENUE SOUTH 0 KENT, WA 98032 Q1 : . (425)251 -6222 � - (425)251 -8782 FAX _ r h' CIVIL ENGINEERING, LAND PLANNING, V SURVEYING, ENVIRONMENTAL SERVICES ENG lA1 r t r_ 8 Z Designed JGH Draw - JGJi Checked JGH Approved DKB Date 6/29/00 Scole: Horizontal 1' =30' Vertical N /A -- For CNA ARCHITECTURE 777 108TH AVENUE N.E., SUITE 400 - BELLEVUE, WA 98004 -5118 (425) 822-3316 JGH JGH JGH JGi Ckd, DKB DKB DKB DKB Appr, RESPONSE TO PERMIT SUBMITTAL RESPONSE TO PERMIT SUBMITTAL RESPONSE TO PERMIT SUBMITTAL SHELL AND CORE PERMIT Revielan 7' n oo D o r o r 1 N m .4=., al 0 ol - n m 0 v Titlat GRADING AND STORM DRAINAGE PLAN FATIGUE TECHNOLOGY, INC, 0 z i F D z 0 T 0 z n D rn r D z Job Number 7256 Sheet DANEWAY (B OfHER`S) )(TENSION - .: ANDOVER PARK EAS Scale; Vertical N/A P Y .�" �'PA N_ 91.E4 g nsr N. a364.'0'0 ...� .. E _.. li I[111n " a1i1nalli i laitiaitinn ll.11. L EI]r al il 1111110: h 1 11(r ii:11 11 D 1111.E 1 I � � 1111 r i �::l�i 1ri Tr:ll�lr ,, 116.111x111 r �.il�, l iIa,i II ip 6 V m'171 ra II Il all um(1!a'(Ili u m :11W1 II loll 11::6110 f it q: n iJ I �II IC01'1 i :1t::f G.� iI 11.611111 • 11110 fl 111.11 11111 IC1i 116 . IU D ,1 6 1:116i 1111111G71::111H1 D..U:6.:0:JJ L0 A AiN A DOCK 9/21/00 9/1 8/11/00 7/7/00 Date DKB 0KB DKB DKB Appr, RESPONSE TO PERMIT- SUBMITTAL - - RESPONSE TO PERMIT_ SUBMITTAL RESPONSE TO PERMIT SUBMITTAL SHELL AND CORE PERMIT . WATERMAIN EXTENSION PLAN FATIGUE TECHNOLOGY, INC, (1'141 E N G"' f1,11111 ,1i 7:! °,6 18215 72ND AVENUE SOUTH KENT, WA 9$032 (425)251 -6222 (425)251 -8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES �I1 / 7pon Deelgned - .:JOH. Dmm, _AGM_ Checked . JOH_ Approved 0108 Date 6/29/00 For CNA ARCHITECTURE 777 108TH AVENUE N.E., SUITE 400 BELLEVUE, WA 98004 -5118 (425) 822 - 3316 STORM DRAINAGE GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND. AMERICAN PUBLIC WORKS ASSOCIATION. WASHINGTON STATE CHAPTER, 1994. EDITION. TOGETHER WITH THE LATEST EDITOR OF THE CRY OF TUKWILA ENGINEERING STANDARDS.' 2. AN APPROVED COPY OF THESE PLANS MUST BE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 3_ IT SHALL BE. THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY IN CRY RIGHT -OF -WAY, 4. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CITY OF TUKWILA ENGINEERING' DEPARTMENT (433-0179) MUST BE CONTACTED FOR A PRECONSTRUCTION MEETING. 5. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABUSHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND. NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO. FURTHER DISCOVER AND, AVOID ANY OTHER. UTILITIES. NOT. SHOWN HEREON WHICH. MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE CONTRACTOR SHALL CONTACT THE UTILITIES UNDERGROUND LOCATION SERVICE (1- 800- 424 -5555) PRIOR TO CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE SHALL BE IMMEDIATELY CONTACTED IF A UTILITY CONFLICT EXISTS. 6. CATCH BASIN TYPE I - PER WSDOT /APWA STANDARD PLAN B -1 OR ASSOCIATED SAND AND GRAVEL CB -15, OR EQUAL 7, CATCH BASIN - TYPE II - PER WSDOT /APWA STANDARD PLAN. B -1E (48 -INCH I.D. OR 54 -INCH I.E. AS DESIGNATED) OR ASSOCIATED SAND AND GRAVEL CB 19, OR EQUAL. 8. UNIT COVERS AS DESIGNATED ARE WSDOT /APWA STANDARD, (PER STANDARD PLAN B -12). 9. ALL TYPE II CATCH BASINS SHALL HAVE LADDERS OR SAFETY STEPS PER WSDOT /APWA STANDARD PLAN B -12. 10. ALL CATCH BASIN FRAMES AND GRATES SHALL BE DUCTILE IRON PER WSDOT /APWA STANDARD. PLAN B -2A. 11. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT /CURB LEVEL. 12. ALL OIL /WATER SEPARATOR CB GRATES SHALL BE OF 'THE ROUND SOLID LOCKING TYPE 13. ALL STORM' DRAINAGE CONVEYANCE PIPE SHALL BE ONE OF THE FOLLOWING AS DESIGNATED: A. HELICAL CORRUGATED ALUMINUM (OR ASPHALT - TREATED STEEL), MINIMUM 16 GAUGE OR GREATER AS SHOWN 2 2/3 -INCH < -INCH CORRUGATION, WITH. WATERTIGHT CONNECTING' BANDS. C. D. E. F. CONCRETE, PER A.S.T.M. C -14, CLASS II, NONREINFORCED WELL AND SPIGOT (WITH BELL FLUSH WITH C.B. WALL OF USED), WITH RUBBER GASKETS. P.V.C. CONFORMING TO A.S.T.M. 0-3034 - SDR 35. PIPE MAY BE ANY OF THE ABOVE PROVIDED: 1) PIPE JOINTS MUST. BE OF THE SAME MATERIALS, AND 2) WHERE A PIPE MATERIAL IS SPECIFICALLY SHOWN ON THE PLAN, THAT MATERIAL. MUST BE USED. MINIMUM. PIPE COVER SHALL BE 2.0 FEET. SMOOTH WALL SPIRAL RIB ALUMINUM. (OR ASPHALT - TREATED STEEL) PIPE, 16 GAUGE, W/34 -INCH 3/4 -INCH RIBS AT 7< INCHES O.C. G. ADS TYPE. N -12 HIGH - DENSITY POLYETHYLENE CORRUGATED PIPE WITH AN INTEGRALLY FORMED SMOOTH INTERIOR TO THE. REQUIREMENTS OF AAS.H.T_0_ M- 294. 14. ALL PIPE BEDDING SHALL CONFORM TO WSDOT /APWA SECTION 9- 30.7(1)B FOR ALUMINUM AND P.V.C. PIPE, AND SECTION 9- 30.7(1)A FOR CONCRETE PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 92 PERCENT MINIMUM DRY DENSITY PER A.S.T.M. O- 1557 -70_ 15. ALL PIPE SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION ACCORDING TO WASHINGTON STATE SPECIFICATION 7- 02.3(1). THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT ENNRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. IF THE NATIVE MATERIAL IN THE BOTTOM OF THE TRENCH MEETS THE REQUIREMENTS FOR "GRAVEL BACKFILL FOR PIPE BEDDING," THE FIRST LEFT OF PIPE BEDDING MAY BE OMITTED, PROVIDED THE. MATERIAL IN THE BOTTOM THE TRENCH IS LOOSENED, REGRADED, A COMPACTED. TO FORM A, UNYIELDING BASE. 16. ALL BUILDING: ROOF DRAIN - DOWNSPOUTS AND FOOTING' DRAINS SHALL BE DIRECTLY TO THE MAIN STORM DRAINAGE CONVEYANCE SYSTEM THROUGH AN UNDERGROUND. PIPE. SYSTEM. ROOF DRAINS AND FOOTING DRAINS SHALL BE SEPARATE SYSTEMS AND SHALL BE CONSTRUCTED OF 6 -INCH (OR 8-INCH' DIAMETER WHERE SHOWN) P.V.U. (RIGID'. NONPERFORATED FOR ROOF DRAINS, PERFORATED FOR FOOTING DRAINS_) SUFFICIENT CLEANOUTS AND BENDS SHALL BE INSTALLED SO THAT THE SYSTEM CAN BE EASILY MAINTAINED. THE SYSTEM SHOWN. HEREON IS SCHEMATIC ONLY. THE DRAINAGE /GRADING CONTRACTOR OR LANDSCAPER MAY ALTER THE LAYOUT AS REQUIRED TO BETTER DRAIN THE SITE. THE CONTRACTOR SHALL KEEP A DIMENSIONED RECORD OF THE LOCATION OF ALL PIPES AND CLEANOUTS AND SUBMIT SAME TO THE CITY. ENGINEER, AND OWNER UPON COMPLETION OF THE WORK. 17. ALL ROOF AND FOOTING DRAINS SHALL BE LOCATED IN THE FIELD AND ADJUSTED AS NECESSARY TO AVOID IMPACTING THE EXISTING TREES DENOTED ON THE GRADING PLAN TO BE SAVED. DRAIN ONES SHOULD BE LOCATED OUTSIDE THE DRIP UNE OF TREES TO BE SAVED WHEREVER POSSIBLE. 18. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE ENGINEERING DEPARTMENT. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY. 19. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING UNE OF ANY STORM DRAIN PIPE. 20. CONSTRUCTION OF DEWATERING (GROUNDWATER) SYSTEM, IF REQUIRED, SHALL BE IN ACCORDANCE WITH THE A.P.W.A STANDARD SPECIFICATIONS. SECTION 61 -3.02, 1981 EDITION.,. 21. PRIOR TO OCCUPANCY, THE PERMANENT STORM DRAINAGE. SYSTEM MUST BE CLEANED OUT BY PUMPING. (DO NOT PUMP OR DISPOSE INTO ANY OTHER STREAM, STORM UEWER, OP SANITARY SEWER SYSTEM.) - 22. RIP RAP ROCK FOR EROSION PROTECTION SHALL BE OF SOUND QUARRY ROCK PLACED TO A. MINIMUM DEPTH OF ONE (1) FOOT. ROCK AGGREGATE TO BE AS FOLLOWS: <', INCH - 2 INCHES - 10 PERCENT - 40 PERCENT 2 INCHES - 4 INCHES - 20 PERCENT - 40 PERCENT 4 INCHES - 8 INCHES - 40 PERCENT, - 70 PERCENT.' TESTING OF ALL STORM SEWER PIPE WILL BE AT THE OPTION OF THE CRY OF TUKWILA WHEN. PLAIN ALUMINUM PIPE'. OR PIPE ARCH IS. USED WHERE IT WILL BE IN CONTACT WITH CONCRETE OR CONCRETE PIPE ALL ALUMINUM SURFACES IN,, CONTACT WITH ,THE CONCRETE DR CONCRETE PIPE SHALL BE PAINTED WITH' TWO COATS, OF PANT. THE ALUMINUM PIPE TO BE PAINTED SHALL BE CLEANED WITH SOLVENT TO REMOVE CONTAMINANTS. AFTER CLEANING, THE PIPE SHALL BE PAINTED WITH TWO COATS OF PANT CONFORMING TO FEDERAL SPECIFICATION 'TT -P -645 (PRIMER, 'PAINT, ZINC'. CHROMATE, ALKYD VEHICLE.) SANITARY SEWER GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL BE. IN ACCORDANCE,WTH THE "STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND AMERICAN PUBUC WORKS ASSOCIATION, WASHINGTON STATE CHAPTER, 1994 EDITION. TOGETHER WITH THE.'. LATEST, OF THE • OF TUKWILA ENGINEERING STANDARDS. I 2 AN APPROVED COPY OF THESE PLANS MUST BE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 3. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY IN CRY RIGHT-OF-WAY. 4. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CRY OF TUKWILA ENGINEERING DEPARTMENT (433 -0179) MUST BE CONTACTED FOR A PRECONSTRUCTION MEETING., 5. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED. BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND. NOT NECESSARILY COMPLETE IT IS THE SOLE ,RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE CONTRACTOR SHALL CONTACT THE UTILITIES UNDERGROUND LOCATION SERVICE (1- 800 - 422 - 5555) -PRIOR TO CONSTRUCTION..: THE OWNER OR HIS REPRESENTATIVE SHALL BE IMMEDIATELY CONTACTED IF A UTILITY. CONFLICT EXISTS. 6. THE SANITARY SEWER SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE CRY OF TUKWILA ENGINEERING DEPARTMENT. ANY DEVIATION FROM THE APPROVED. PLANS. WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY. 7_ ALL NEW SANITARY SEWER ONES' SHALL BE SEALED OFF AT THE EXISTING. TRUNK CONNECTION POINT UNTIL ALL UPSTREAM CONSTRUCTION IS COMPLETED, CLEANED, ILSIEU,.. LAMPED, AND ACCEPTED.. BY THE. CRY OF. TUKWILA. ALL'.. CONSTRUCTION.. DEBRIS AND WATER SHALL BE REMOVED FROM PIPE PRIOR TO OPENING SEAL 8. MANHOLES AND. UDS: A ALL TYPE I - 48 -INCH MANHOLES SHALL BE CONSTRUCTED PER WSDOT /APWA STANDARD DETAIL 0 -23A, WITH ECCENTRIC CONES. B. ALL MANHOLES SHALL HAVE A MINIMUM DROP OF 0.10 FEET BETWEEN'. INVERTS: C. ALL MANHOLES NOT IN PAVED AREAS SHALL . HAVE LOCKING LIDS. D. R, SHALL, BE THE RESPONSIBILTY OF THE CONTRACTOR TO ADJUST ALL MANHOLE TOPS TO MATCH FINAL ASPHALT ELEVATIONS AND GROUND ELEVATIONS IN LANDSCAPED AREAS ?9: SEWER PIPE, BEDDING, AND TRENCH COMPACTION: A B. C. ALL SEWER PIPE SHALL BE ONE OF THE FOLLOWING AS DESIGNATED:', 1. P.V.C, CONFORMING TO A.S.T.M. S -3034, SDR 35. 2 'DUCTILE IRON, CLASS 50, CONFORMING TO A.W.WA C151. 3. PIPE MAY BE ANY OF THE ABOVE PROVIDED: A) PIPE JOINTS MUST BE OF TOE SAME MATERIALS, AND B) WHERE A'' PIPE MATERIAL IS SPECIFICALLY SHOWN ON THE PLAN, THAT MATERIAL MUST BE USED. 4. MINIMUM PIPE COVER AT MANHOLES SHALL BE. 8.D FEET AND 5.0 FEET BETWEEN RUNS. PIPE BEDDING SHALL BE A.P.WA TYPE. "F" WITH MATERIAL CONFORMING TO SECTION 9- 30.7A(2). TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 92% DRY OPTIMUM DENSITY. PER A.S.T.M 0- 1557 -70 (MODIFIED PROCTOR) PRIOR TO TESTING SEWER ONES FOR ACCEPTANCE. 10. SIDE SEWER LATERALS: A. SIDE SEWERS SHALL BE 6 -INCH MINIMUM DIAMETER AT 20% MINIMUM SLOPE B. SIDE SEWERS SHALL BE TESTED FOR LEAKAGE AT THE SAME TIME THE MAIN UNE SEWER IS TESTED. IF NOT TESTED TOGETHER, PROVIDE TEST TEES AT SEWER MAIN CONNECTIONS_ C. BUILDINGS WITH GREATER THAN 10 UNIT SHALL BE SERVICED BY ONE. OF THE FOLLOWING METHODS 1.. '. DOUBLE 6 -INCH DIAMETER SERVICES CONNECTED TO TRUCK BY STANDARD TEES OR INTO. MANHOLES. 2 '' SINGLE 8-INCH DIAMETER' SERVILE WITH CLEANOUF, CONNECTED TO TRUNK INTO MANHOLES ONLY. (ALTERNATE CONNECTION METHODS ARE DEPICTED ON PLANS.) D. ALL LATERAL CONNECTIONS TO SEWER .MAINS SHALL BE MADE WITH A WYE OR SWEEPING TEE 11. CONSTRUCTION OF DEWATERING (GROUNDWATER) SYSTEM SHALL BE IN ACCORDANCE WITH THE APWA STANDARD SPECIFICATIONS, SECTION 61 -3.02, 1981 EDITION. 12_ WHENEVER SEWERS MUST CROSS UNDER WATER MAIN THE SEWER SHALL BE LAID AT SUCH AN ELEVATION THAT THE TOP OF THE SEWER UNE IS AT LEAST 36 INCHES BELOW THE BOTTOM ON THE WATER MAIN. 13. BUILDINGS SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING UNE OF ANY SANITARY SEWER PIPE. 14. PRIOR TO OCCUPANCY, THE DEVELOPER SHALL GRANT 10' WIDE SANITARY SEWER EASEMENTS TO THE CRY OF TUKWILA 15. CLEANOUTS SHALL BE PROVIDED AT THE RIGHT -OF -WAY UNE FOR LATERALS ENTERING THE PUBLIC RIGHT -OF -WAY. CONSTRUCTION NOTES WATER GENERAL NOTES 1. ALL WORK AND MATERIALS rIALL BE IN ACCORDANCE WITH. THE "'STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, '.AND MUNICIPAL CONSTRUCTION,: WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND AMERICAN PUBLIC WORKS ASSOCIATION, WASHINGTON STATE CHAPTER, 1994. EDITION. TOGETHER WITH THE LATEST EDITION OF THE CITY. OF TUKWILA' ENGINEERING '.. STANDARDS. AN APPROVED COPY OF THESE PLANS MUST BE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR, TO ANY CONSTRUCTION ACTIVITY IN CRY RIGHT -OF -WAY. 4. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CITE OF TUKWILA ' ENGINEERING' DEPARTMENT (433- 0179)'. MUST BE CONTACTED FOR A PRECONSTRUCTION MEETING. 5. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED. BY FIELD SURVEYOR OBTAINED FROM AVAILABLE RECORDS AND SHOULD :THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT 'NECESSARILY COMPLETE.., IT IS THE SOLE RESPONSIBILITY OF. 'THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS ''.SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NO SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN, THE CONTRACTOR SHALL CONTACT THE UTILITIES UNDERGROUND LOCATION SERVICE (1- 800- 424 -5555) PRIOR TO CONSTRUCTIONS THE OWNER OR HIS REPRESENTATIVE SHALL BE IMMEDIATELY CONTACTED IF A UTILITY CONFLICT EXISTS: 6. THE WATER MAIN DISTRIBUTION SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE CITY OF TUKWILA ENGINEERING DEPARTMENT. ANY DEVIATION FROM THE APPROVED, PLANS. WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY. 7. CONNECTIONS TO EXISTING FACILITIES SHAD_ BE SEALED 'OFF UNTIL CONSTRUCTION IS COMPLETED. NO CONNECTIONS WILL BE ALLOWED UNTIL THE NEW WATER MAINS HAVE - - -- PASSED ALL PRESSURE AND PURITY TESTS. - -- - - - 8. WATER MAIN PIPE, BEDDING, AND TRENCH COMPACTION: A. ALL WATER MAIN PIPE TO BE CEMENT LINED, CLASS 52 DUCTILE IRON, CONFORMING TO. A.N.S.I SPECIFICATIONS. A- 21..51 (AW.WA C151 -76), OR LATEST REVISION. CEMENT MORTAR LINING AND': SEAL COATING SHALL CONFORM TO ANSI. A- 21.4 -74 (A.W.WA C104.-74), OR LATEST REVISION. PIPE JOINTS TO BE PUSHED -ON, MECHANICAL DRS, FLANGE. JOINTS. ALL WATER',. MAIN PIPE.. FITTINGS TO BE CEMENT , .LINED, CLASS 250 CAST IRON;' CONFORMING TO AN.S.I. A -21.10 AND A- 021.11 -77, OR LATEST REVISION. ALL WATER MAIN PIPE BEDDING TO BE A.P.WA CLASS C." ALL WATER'. MAIN ..CEMENT CONCRETE THRUST BLOCKS TO CONFORM TO STANDARD DETAILS SHOWN ON THE PLANS.,; F. ALL WATER MAIN TRENCH BACKFILL SNAIL BE COMPACTED TO MINIMUM 92% DRY OPTIMUM DENSITY PER A.S.T.M. D- 1557 -70 (MODIFIED PROCTOR) PRIOR TO TESTING WATER MAINS FOR ACCEPTANCE. ALL WATER MAIN. PIPE- 10" AND SMALLER TO MAINTAIN A MINIMUM. COVER AT 36 INCHES BELOW FINISHED GRADE. WHERE UTILITY CONFLICTS OCCUR, WATER MAINS ARE TO BE LOWERED TO CLEAR. 10. ALL WATER MAINS, SHALL BE PRESSURE TESTED AND DISINFECTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE WASHINGTON STATE HEALTH.. DEPARTMENT AND CITY. OF TUKWILA STANDARDS. ALL INSPECTION AND PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF, AND UNDER THE SUPERVISION OF, THE CRY ENGINEER AND /OR HIS REPRESENTATIVE. 11. CONTRACTOR TO PROVIDE PLUGS AND /OR TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE IN. 12 FIRE HYDRANTS A. ALL FIRE HYDRANTS SHALL CONFORM TO THE CITY OF TUKWILA STANDARD PLAN NOS. W -3, W-4, W -5, AND W 6 B. ALL FIRE HYDRANT _ PORTS - SHALL FACE PERPENDICULAR TOCURB - ANDTOWARD DRIVEWAY AS SHOWN ON THE PLANS. 13. DOMESTIC WATER SERVICES: A. ALL DOMESTIC WATER SERVICE LINES TO BE TYPE "K" COPPER, STANDARD GALVANIZED, STEEL PIPE, OR PVC PIPE SERVICE CONNECTIONS SHALL BE IN AC'ORDANCE. WITH CITY OF TUKWILA STANDARD PLAN NO., 202 OR NO. 203 (ZOUBLE STRAPS AND CORPORATION STOPS). METER BOXES. TO BE INSTALLED. BY THE CONTRACTOR. C: METERS TO BE INSTALLED BY THE CRY OF TUKWILA' BUILDINGS SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING UN MAIN. ALL WATER MAINS NOT IN PUBUC RIGHT -OF -WAY REQUIRE 10 -FOOT WIDE EASEMENTS TO THE CITY OF TUKWILA. 16. ALL FITTINGS SHALL BE CAST IRON OR DUCTILE, WITH FLANGED OR MECHANICAL' JOINT CONNECTION, AND BE THE SAME THICKNESS CLASS AS THE PIPE USED. 17. AVE TAPS TO BE COORDINATED WITH CRY AT LEAST 48' HOURS PRIOR TO ,CONSTRUCTION. 18. ALL PIPE FITTINGS TO BE LISTED. AND LABELED U.S. FOR FIRE SERVICE; INSTALLED, TESTED AND FLUSHED AS SPECIFIED BY NFPA STANDARDS NO. 13 AND NO. 24. .PROPERLY COMPLETED... CONTRACTOR'S MATERIAL AND TEST CERTIFICATES ARE TO BE PROVIDED TO WASHINGTON SURVEYING AND RATING BUREAU AND THE COY OF TUKWIIA rn . the ,.Itet ;T _ ID W cc U?' o • W o c ' W Z (3) t? w U Z CT1 CC W w ra Q • Q Z U J O W r m , N. N 0 Q N co RECEIV cm oETUK SEP 2'1 ZOOG PERMIT CENTER 2" COMPACTED DEPTH CLASS 'B' A.C. PAVEMENT 4" COMPACTED DEPTH CRUSHED — ROCK BASE COURSE 12" SUBGRADE COMPACTED TO 95% TYPICAL PAVING SECTION (ALTERNATIVE: 3" ATB W /2" CLASS 'B' A.C. PAVEMENT) NOT TO SCALE 3" COMPACTED DEPTH CLASS '8' A.C. PAVEMENT 6" COMPACTED DEPTH CRUSHED— ROCK BASE COURSE SEE STEP DETAIL= D -6_ SEE ACCESS DETAIL D -6. IE =17.46 NOT TO SCALE STEP DETAIL 1 7/16 "4 'ORIFICE- MATERIALS. SHEAR GATE OLYMPIC FOUNDARY OR EQUAL APPROVED. ALL PARTS —TO BE ALUMINUM UNLESS STATED OTHERWISE 1/2" MIN. 3/4 "'MAX. DIA. SOLID GALV. STEEL 0.5' MIN.. TOP OF RISER ELEV .=20.96 ALL STAINLESS STEEL STRAPS, BOLTS. (SHOP FABRICATED) 12" SD IE =17.46 24 MIN. ALL METAL PARTS CORROSION RESISTANT_ STEEL PARTS GALVANQED AND ASPHALT COATED (TRrATMENT 1 OR BETTER). 0.5' DEAD STORAGE ACCESS RISER NOT TO SCALE 12" THICK POURED IN PLACE CONC. PAD. SUBGRADE TO BE 'COMPACTED TO 95% MAX. DRY DENSITY ACCESS RISER NOT TO SCALE DETENTION PIPE DETAIL FINISH GRADE 268 LF 4'0 DETENTION PIPE BOTTOM OF PIPE ELEV = 16.96. 2" AIR VENT (WELDED TO TANK) 36" SD --WASHED ROCK BEDDING AND BACKF1LL . TO TOP OF TANK 48 DIA CMP RISER CONC. GROUT BETWEEN RISERS TO SEAL 12" CONTROL STRUCTURE HEAVY DUTY PAVING SECTION (ALTERNATIVE: 4 ATB; W /3" CLASS 'B' AC. PAVEMENT) NOT TO SCALE NOT TO SCALE Section A —A 12" SUBGRADE COMPACTED TO 95% ASPHAJ EXTRUDED CONCRETE CURB DETAIL kra F l Depth Expan Joint Type Curb 2% Max. 1% Min. & Gutter —, 5 /8" Minus Crushed, Rock Thickened Edge On Radius SIDEWALK DETAIL 11/15/96 RS - 11 Expansion Joints Every 15' NOTES 1. Sidewalks shall be a minimum: of 8' feet wide ut bus atiaps and pullouts, or, where the speed .limit is over 35 MPH, or where a. trail and sidewalk are combined. 2. Expansion Joints shall be place' every 15'. score joints eve? 3. Cement concrete ,shall be placed. on 2" of 5/8" .minus crushed rock, and as otherwise specified in the current APWA/WSDOT Standard Specifications Removal of existing concrete curb, gutter or sidewalk shall be to the nearest joint; score joints must be saw cut and replaced with r:ew_ MIN. 24" CATCH 6" MIN: 12'' NP: 8 TO 24" MAX LOCKING': COVER NOTES: 1.. RUBBER GASKET ..& GROUT ALL JOINTS. 2. STEPS SHALL BE LANT #P -14938 (POLY COVERED GRADE 60. REBAR). MATCH CROONS JNLESS OTHERWISE SPECIFIED IN PLANS. CRUSHED ROCK 12" MIN. OR GREATER AS ON APPROVED PLAN. SEE STEP' DETAIL D -6. 4 1 IE= 17.12—' 12" RISER A l2" CAP' NOT TO SCALE i. SEE ACCESS DETAIL D -6. OLYMPIC FOUNDARY OR EQUAL APPROVED. -TO BEALUMINUM UNLESS .STATED OTHERWISE. NEW SPLIT FLOW CONTROL STRUCTURE, TYPE 2 -54" EL= 78.511 i TO COALESCING PLATE SEPARATOR IE.17.31 8" RISER EXPIRED 7/16" DIA ORIFICE AUG 20 2002 ftECEI 'Ea C T O TJ�'nh• i SEP 2 12000 PERMIT CENTER EXPIRES 9/23/01 NOT TO .SCALE ACCESS DETAIL PRECAST CONE SECTION CATCH DETAIL MORTAR INSIDE & OUTSIDE 8 MIN. 18 MAX SEE ACCESS DETAIL D -6. RIM ELEV. =22.7 l PRECAST CONCRETE RINGS PRECAST BASE CONSTRUCTION DETAILS I --12 -- 9`1/2" FOR PRECAST LEGS MAY BE PARALLEL OR APPROXIMATELY RADIAL AT OPTION OF MANUFACTURER EXCEPT THAT ALL STEPS IN ANY MANHOLE SHALL BE SIMILAR. MH RING ACCESS, CATCH AND STEP DETAIL 12000" Z2. Q - ? W � y z 0 0 cc F- co p O W T CC 41- p O u! cc W Z 0) O z a ›- Q Q O J W M T W n N N w u_ S N N 0 0 0 0 W F- W a C o) CM t