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Permit D2000-048 - FURNITURE BUILDING - BUILDING
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 -048 Furniture Building 5951 South 180th Street 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 Personal Information — expiration dates, or bank or other financial RCW 547 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. FURNITURE BUILDING D2000 -048 Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: WARNING: City of Tukwila' Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. 352304 -9031 5901 S 180 ST NRET DEVPERM IIIN 001 North: TUKWILA Contractor License No: MALONBN044NT Fire .0 South: .0 East: Sewer: TUKWILA Slopes: N OCCUPANT FU?NITURE BUILDING Phone: 5951 S 180th ST, TUKWILA WA 98188 OWNER MBK NORTHWEST Phone: 206 575 -8090 C/O TRAMMEL CROW COMPANY, 17560 SOUTHCENTER PY, TUKWILA WA 98188 CONTACT ROB KING Phone: 425- 778 -1921 20503 88th AVE NW, EDMONDS WA 98026 CONTRACTOR MALONEY & BELL NW Phone: 425 - 702 -8829 16310 NE 80TH ST #201, REDMOND, WA 98052 ***************************************************** * * * ** * * * * * ** ** * * ** * * * * * ** * ** * ** Permit Description: CONSTRUCTION OF 42,000 SQ FT SLAB ON GRADE CMU BLOCK BUILDING FOR RETAIL USE BY 2 FURNITURE RETAILERS. PUBLIC WORKS ACTIVITIES INCLUDE CONSTRUCTION OF PRIVATE SEWER MAIN EXTENSION WITH 1 NEW MH (MH #2 NEEDS TO BE TURNED OVER TO THE CITY), SANITARY SIDE SEWER AND STORM DRAINAGE TO ACCOMODATE NEW BUILDING. SANITARY SIDE SEWER & SEWER MAIN EXTENSION SHALL REMAIN PRIVATE ALL THE WAY. MH #2 - ONLY OUTSIDE DROP IS PERMITTED. PROJECT SERVED BY HIGHLINE WATER DISTRICT. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 2,234,400.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: JJS Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: Start Time: End Time: Land Altering: Y Cut: Fill: 645 Landscape Irrigation: N 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: Water Main Extension: Private: Public: ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 16,946.23 ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature: 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 riot. The granting of this permit does not presume to give authority to violate or cancel the provision of an other state or local laws regulating construction or the performan f w . .I am authorized to sign For and obtain this development perm Signature: ______ v \ DEVELOPMENT PERMIT Permit No: Status: Issued: Expires: Occupancy: UBC: Protection: .0 West: .0 Streams: 3 Date: _.4,:,17.1_. 100.0 Date: (206) 431 -3670 D2000 -048 ISSUED 04/27/2000 10/24/2000 STORE 1997 4 1/Z4/0o Print Name: __()t 1< IQ (■ 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 z w re 2 00 CO (3 J H LL w j . co F w Z = F- z1- al 0 0— O wW w z U = 0 z CITY OF TUKWlL8 I ^ Address: 5901 S 180 S7 Permi' No: D2000-048 Suite: Tenant: ' Status: ISSUED Type: DEVPERM Applied: 02/15/2000 Parcel 0: 352304-903l Issu��/ 0�/27/ ***********e********************** x*w*w******************��*���****** Permit Conditions: � � , � 1. No changes will be d e� - plans unless approved by the Engineer and the ding Di vision. 2. When special ir/sp i ?5 required either the owner, architect or an8i hall notify the lukwlla 8uildlnq Division of appointment of the inspection agencies prior to � the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in timely manner. Reports shall conta]ri 'oddress, -~ project name, permit number and type of inspection being ` ��' ` �� performed. ' � . 3. The special inspector shall submit a final signed report .0, stating �Whathar the work r�q�ir��8 speoial in��ootion w�s, �� - �� -- the best r^ to th'b�st of the inspector's knowledge, in conformance ` i with approved plans and specifications and the applicable` ~ workmanship provisions of the UBC. ' 4. Any new ceiling grid and light fixture installation is t4. ' �� ^ required to meet lateral bracing requirements for Seismic ���`4 ,. '. � �� . - -- - , Zone �ona��. 5. Partition walls attached to ceiling grid must be laterally _ braced if over eight (8) feet in length. 6. Readily accessible access to roof mounted equipment is ! : ,-eqp1ryd. • • T. Engineered' L` uss drawings and calculations shall be on .site - , and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a ° Washington State Professional Engineer. 8. Any e pooad insulations backing material shall have a Flame Spread 'Rating of 25'or less, and material shall bear identi- fication showing the fire performance rating thereof. 9.�'�Subgrade preparation including drainage, excavation, 'bpmpaction, and fill requirement shall conform strictly with reoommmndations.Qiven 1r� the soils report. 10'. A statement from the roofing contractor verifying fire retardant class of'roof will be required prior to final :inspection (see attached procedure). 11. 'All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 12. Plumbing permits shall be obtained through the Seattle-King County Department of Public Health. Plumbing will be :inspected by that agency, including all gas piping (296-4722). 13. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 14. All wood to remain in placed concrete shall be treated wood, 10 ^ � , +44 ,. . . cc LLI 0 CD CD ILI um �� CO U_ iu 0 F. 111 Z �� 0 �-� 0 � a 0 22 � I-- � Z I- Ih 15. All structural masonry shall be special inspected per IJFJC; ." -.Sec. 306(x)7. 16 Al 1 rack storage requ'i rE:ss a separate permit Lhro►4jh the City .of Tukwila. Structural c a l c u l a t i o n s stamped by a Washington *SWate licensed St ructura 1 Engineer are required For rack storage: over eight (8) feet in height. * 17, Validity of Permit. The issssuance, of a permit or approval of plans, specifications, and computation.; shall not be con - sstrued to be a permit for, or an approval of, any violation of any of the provisions of the b u i l d i n g code or of any other ordinance: of the .jurisdiction. No permit presuming to 'give authority to • v i o l ate or cancel the p r o v i s i o n s of t h i s code shall be valid. 18. Electrical permits shall be obtained through the . Washington State Division of Labor and industries and a l l e l e c t r i c a l 'work w i l l be inspected by that agency (248- 6630) . 19 1 here shall be no occupancy of the b u i l d i n g ( s ) until the final inspection has been completed by the Tukwila Building inspector. 20. A CERTIFICATE.. OF OCCUPANCY WILL BE REQUIRED FOR THIS PERMIT. 21'. All mechanical work shall be under separate per'mi,t! .issued by the City of iukwi.la. 22. All permits inspection records, and approved plans shall be avail ab l.e :at the .job s i t e prior to .the start of any con- - s;tructi or►. :These documents are to be maintained and avail-7 . able until final 'inspection approval its granted. 23. All structural concrete' shall be special inspected (UBC - Sec..306(a) 1) 24?. All Structural Welding shall be done by W. A.B.0. certified welders and special inspected (UFJC:,' Sec. 306(a)5) . '25. Bolts 'installed in concrete shall be Special inspected 26'. CONTR'ACT.OR: SHALL. NOTIFY PUBLIC WORKS UT1LT1Y INSPECTOR MR. GREG VILI ANUEVA Csa (206) 433 -•0179 OF COMMENCEMENT AND • `COME'LE F ION; OF WORK AT LEAST 24 HOURS IN ADVANCE. CONTRACTOR SHALL. OBTAIN WATER SERVICE /WATER METER PERMITS FROM HIGHLINE WATER DISTRICT. 27 APPLICANT ' SHAL.L TURN OVER NEW SSMH tt2 IN S 180 ST TO THE CI TY Al-ONG' WITH APPROPRIATE TURNOVER DOCUMENTATION PRIOR TO THE FINAL INSPECTION. SSMH R2 IS PERMITTED AS AN OUT SIDE DROP ONLY. SANITARY SIDE: SEWER AND SEWER MAIN EXTENSION SHALL REMAIN PRIVATE ALL. 1 HE WAY, CONTRACTOR SHALL. RESTORE CURB/GUTTER ON S SIDE OF S 180 S AS DIRECTED BY CITY UTILITY INSPECTOR. ROADWAY RESTORATION SHAI.I.. TAKE. PLACE: ONLY AF 1 I::k NORMAL _ BUSINESS HOURS DUE TO TRAFF IC IMPACT. Work affecting traffic flows ssha'I 1 be c l o s e l y coordinated with the City's; Utilities Inspector. Traffic control plans shall be submitted to the inspector for prior approval. 28, Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off- site or into existing storm drainage facilities z I ce W QQ � J U 00 0 W I-- w I l -w F. I— 0 z I- w w U O 0 -' O H W iii N U 0~ z 29.. The s i t e shall have: ) •inanent erosion control )uress in place as soon as pC)saS _ 171 e after final grading ha ?f been completed and prior to the Final Inspection. re Lu W U ' UO U) W = J H LL W O !L Q co _ . _ C . Z � I- O Z M U co O— � H IL O, Z ' U = O ~ z '• .. 'tiiriG'.sd�u'..'.�1s :vi.4.:D!. Oil. ifJd: fvJiii: aiLw' i:l i:. tbi. dh:+: l�LL�Y1 :0d8i.�CMni:.:UC:r�Lva��Li.:: .L'.�:'_:.ue Project Name/Tenant: ftx/J77Z,L atelaw( Value of Construction: / 250 coo Tax Parcel Numbbr: Site Address: City State /Zip: 5 z3 'SS/ .), (PO Tel evlc If 3P)ea Propenaelr New 7/ /70Es , Phon R13-636-2E0 d Fax #: / 3 / Street Address: City State /ZJ. 4.9 9 S vyr&WiW s k , t.K a$6f(d,d('. 176 gs Contractor: Phone: Street Address: City State /Zip: Fax #: Architect: g e N S r A V O E , V /7tt7 Phone: L --- d 4 3 —67 ` Street Address: City State /Zip: 5000 5w ftlitheilit.15 , PA , Lecre40 ea, 77(33 c--- Fax #: 676 -D27, Engine r: Phone: Street Address: 4/ City State /Zip: /// - 54) 5 -) f . ==tZSDC f AA B, ° e t. , 972' f Fax #: Contact Person: T \ / oe. / i rgc CeneS otT -.L n ) Phone: L/ZS - - 774 - /S0 / / Street Address: ., !!I City State /Zip: 465, 23 -gp -- 4 ✓ ed , comi,&Js.4a. ?�za Fax #: 77l -35Z / Description of work to be done: co,tSTweec -?' ooc 4 a .,s se,41, c>le 64 0.4 6 c m - i e r 3 e - o c u c e i t ' / e 4 , , ( ,2 K 0 P 7 i 4_ 4 % 5 E _ a y 2 F A h ; t E sr T c Existing use: al Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospita ❑ Church in Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Proposed use: gl- Retail ❑ Restaurant El Multi- family Cl Warehouse ❑ Hospital El Church El Manufacturing ❑ Motel /Hotel El Office El School /College /University ❑ Other Will there be a change of use? ❑ yes no If yes, extent of change: Existing fire protection features: El sprinklers El automatic fire alarm ❑ none El other (specify) Building Square Feet: existing new Area of Construction: Will there be storage of flammable /combustible hazardous material in the building? Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating El yes A. no quantities & Material Safety Data Sheets CITY OF TUrVILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 New Commercial / Addition / Multi - Family Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. El Channelization /Striping El Curb cut/Access /Sidewalk El Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone El Hauling El Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start T El Sanitary Side Sewer #: ❑ Storm Drainage ❑ Street Use El Water Meter /Exempt #: Size(s): El Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): El Miscellaneous ime: End Time: El Sewer Main Extension 0 Private ❑ Water Main Extension 0 Private 0 Deduct 0 Water Only Est. quantity: O Public O Public gal Schedule: 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. Date applln at ed: 2400 amp e• PLEASE SIGN BACK OF APPLICATION FORM NCPERMIT.DOC 1/29/97 Date ication expires. — 1 S 200 Project :Numberi • Permit :Number APPLICANT. REQUEST FOR PUBLIC. WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWIN (Additional reviews may be :determined by the`Pub'lic ,WorksDepartment) Appllc on a en bjltials) BUILQI 0 NE le • U, f - ED °• G T. �v, . .1. iJ,. Si na fi e: 14 vaikvabilioritare «, > + Print name: p w � .Phone;v05,778 je / Fax #:— Z1g_ Z 1 Address: .205b3 .6 94 A'tt . kl- City /State /Zip: CA lib , leoz. _ ALL NEW COMMERCIAL/ADDITION /M - • - FAMILY PERMIT APPLICATIONS MU E SUBMITTED WITH THE FOLLOWING: LiAn. DRAWINGVT4 efAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL � t NGINi`ER, �p .f �i. •.... D ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN D BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433- 0179 for servicing district: ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ 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). Five (5) sets of working drawings, which include : ❑ ❑ Site Plan 1. North arrow and scale. 2. Existing and proposed utilities and existing hydrant location(s). 3. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements. 4. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions. 5: Location of driveways, parking, loading & service areas, with parking calculations & location & type of dump - ster recycling screening. 6. Location and screening of outdoor storage. 7. Limits of clearing /grading with existing & proposed topography at 2' intervals extending 5' beyond property's boundaries, erosion control measures & three buffer protection measures. 8. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers (TMC 18.45.040). 9. Identify location and size of existing trees, note by size and species those to be maintained and those to be removed.' 10. Landscape "plan with irrigation: Existing trees to be saved by size and species. Proposed: Include size, species, location and spacing. Location of service areas and vault with proposed screening. 11.. Location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 12. Lowest finished floor elevation (if flood control zone permit required). 13. Civil plans to include size of 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. 14. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). ❑ ❑ Vicinity Map showing location of site ❑ ❑ Building Elevations (Include dimensions of all building facades and major architectural elements) ❑ ❑ Mechanical Drawings ❑ ❑ Structural Drawings (detail of sprinkler hangers, pipe, duct & vent penetrations in structure) ❑ ❑ Architectural drawings ❑ ❑ Specifications (if separate document) ❑ ❑ Structural Calculations ❑ ❑ Sprinkler structural calculations indicating load of water - filled sprinkler piping ❑ ❑ Height Analysis ❑ ❑ Soils Report stamped by Washington State licensed Geotechnical Engineer ❑ ❑ Topographical and Boundary Survey ❑ ❑ Tree Coverage Analysis (Multifamily only ) ❑ ❑ Washington State Energy Code Data and Non - Residential Energy Code Compliance Form H -7 ❑ ❑ Completed Land Use Applications if not previously submitted (i.e. SEPA, BAR, Variance, Shoreline or Tree permit) ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions ❑ ❑ 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 Pub- lic Health Is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ 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 1/ the appllcanfls other•:than tlie.own iste er, regred archltecbenglneer, or centractor licensed bytheiState•ol Washington notarized letter:from the the; agent: to, submit this;permit application and4obtaln;the periilt will be,;require`d:as,part (his submittal ri I HEREBY CERTIFY THAT77 4VE REA AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJI'1,RY BY T LAW OF T)-IE STAVE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. NCPERMIT.DOC 1/29/97 z d • ~ w t 2 U0 CO 0 W I- U) w w 2 g a N 3 = � w zm H 0 w ~ w 0 O - 0 1— W I I-- H u - O a Z U N — O ~ z /" * **s4 *s4as4*. :4,'r* 1 *n4k's*A 7 #r k *A444A *1 *s4*4* CITY OF f UK.WILto, WO ' TR(NOIT• 'Number: R980034 Amount: P /Mei t P r • l'ctr' 'Site — A '•.t tl i�. �.: Z,:. ., !. - i �t }]S;_ i;;'. Cr'•,;- x�;.ie;y^ �r.• ;i7�,.•r:, r �4•:..rAit'trN�•.- ..rti ,i TRANSMIT 23.30 11/03/u0 09:24 Method: CHECK Natation: RC CONSTRUCTION in it: TLi:i riit Ala: 02000••048 Type: OC :Vf'CRN OEvE•L.1)pNE.T PERMIT ceT Na: 332304• -9)31 ddr•ess: 591 S 180 ST Total i'4ce.F.: 1ha t; �.?3 T 1 . :1 y m� r�t 23.50 Total FWL. Pmts: 1E,, : ; ;; flctlance: .00 ; *.A4* *** A *.*4s4 /:3. *s4 *•.F. * *.F*s!* 4 **** sti.*. s4s4* a• A0. A1411 * **a. * *A* * :4 *•s41• *.. *4* * * * * ** 14.ccoun h Corr I) escr i pt •i or4 Amount t ' :000(3,4 83 PLAN CHECK - NON.RE:S . ? ' ' J q 1 t o8 �r7 7 "M AL "71 � ? «! l.: , 1741 3. .� {' [ i? ��M'I!« 23,50 z 0 co o W W. LL : 0 ' U Z W ~ uj 8 �. O N :0 H W W. Z F-- LL Z • U = z Account Code - ' — '000/322.100 000/345.830 :.000/386.904 412/342.400 402/342.400 000/322.100 000/345.830 • **************************************************************** CITY OF TUKWILA, WA 11)-000 - 04/ 06 TRANSMIT ************************/(*************x************************* TRANSMIT Number: R9800272 Amount: 10,370.50 04/27/00 08:50 Payment Method: CHECK Notation: MBK NORTHWEST Init: WER Permit No: D2000-048 Type: DEVPERM DEVELOPMENT PERMIT Parcel No: 352304-9031 Site Address: 5901 S 180 ST Total Fees: 16,946.23 This Payment 10,370.50 Total ALL Pmts: 16,946.23 Balance: .00 '**************************************************************** Description Amount BUILDING - NONOES 10,116.50 PLAN CHECK - UTILITY 20.00 STATE BUILDING SURCHARGE 4.50 INSP FEE - STORM DRAIN 15.00 INSP FEE - SME/SSS 35.00 LAND ALTERING PERMIT FEE 142.00 LAND ALTERING PLAN CHECK 37.50 • 3823 04/28 9717 TOTAL 10370.50 gt 4;4.t4+44 im40.4-4A44;40P.sP • • cc 6LI Jo 00 11.1' 1 21 1 W U. al 0 < So_ uj I-0 Z F- LU uj 0 2 a (3; 0 — 0 I- UJ ul. I 0 b I- . z • Lu 0 h - - \ • - e' I I"f Or ruvw IA A. NA 1 ■ gw, ',“ . k*A4AkAkkbAtIkkAAAAA64* ( "4 , ; Afiki'Al.AL4AkAAAAAA4 A ,L, A,.ti4 ,0 k41,4 04AAAA'AAA I ‘.( 1)- tRat Jill AAAAkAAAAAAAA kb AAk"A*,AkAAAAAPie,k4lAkkAAIAA 1 I Pm ,-; Pi 1 I Elt t ml )(:-, I' : P9/10t ).' ,j \ t;biott I s t : ii L) 02/11/00 I":j4 1 1.,,v0K-ril, FI:-.1higl: CHICK Notql.iotf: GNI I, NAnirll fltri ; Ht•P oLt. Ho: til';00 rep: H1:4 II • Iolml Ft-:e,,: HJSI corIrs;Iii.zu *AlA W*********** * CITY OF TUKWILA, WA 0 2,n _ a 13a I lttk:o: T itt****k*k*A**W*Y.A04'000416aiWRICLAtcWak.ANk44Akki(Vic4i:444*k*A*1 mV 4 :eA TRANSMa it fi 6,575.73 02/15/11 tumber: R9800i3'5'14mIainie:'' o i.ln RlyinbilW.Mir6hod: CHEC K l y . T2TAX B NORTHWEST Init: 1.tR . 644 I a_ Parcel No: 352304-9031 Permit No: D2000-048 Type: DEVPERM DEVELOPMENT PERMIT ......:;. -- ------------ Site Address: 5901 S 180 ST This Payment 16,696.73 Total Fees: 6,575.73 Total ALL Pmts: . , 6 ,575.73 *********yi**************************** Account Code Balance: 10,121.00 Description Amount 000 /345.830 PLAN CHECK - NONRES : - - - --- -- -------------------------------------------------------- 6 ,575.73 '‘,1,1fr,t1.41%,,i,,02.44.4.4.44sior3i&a,gittokiWeaki• • ' 't ' 1612 02/16 9717 TOTAL 6575.73 • 1,.• •-• • • *44 '144•4^4.1t, VES Proje • :Type of 1KwAis:.... \ .- jrif Add ss: Date calle . Special instructions: ....--"" h /L-64 Date wante d Requester: Phone: gq.ifit'AIWALIV , • INSPECTION RECOitLi Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: • Fran/1'11A,, e r)i,o r lei< , GI 1.1 CC l )-e+e tv■,/gorvc —cc.V Iv6 v V c.,4Jit'Al ; .CO bocfy d re imp Approved per applicable codes. El Corrections required prior to approval. i ___ _ 0/441-41.1■ — SW" 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: I1 ‘ .1 • P r q ' elv Ott r trm.P1: 1 1; s3 n , ef , :f7 1 , t, r4.1 . trIVOSP•AMTZMI22,5 1 ,1.VIrp, , ,k0sefirkW,Mtinc!N tomzej, Project: f )r r„ (q - •T pe of Inspection: I r c, r,-,1 r,, Address: S 1 ‘ 1SO St Date called: 10 2.6 -CZ Special instructions: Date wanted: IC's -, - GC p.m. Requester: Phone: INSPECTION NO. INSPECTION RECOkI Retain a copy with pelmit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 t2 ODD- ()LA � PERMIT NO. (206)431 -3670 Approved per applicable codes. g Corrections prior to approval. COMMENTS: ery / 402. 27 - D) )- e: El $47.at) INSPECTIOWEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: j,Wk1 + oiAl lift''. ]1114" ;fiK :w3 e.4*t9 Project: Trip re- Type of Inspect on: -F arn 1 !NO. Address: 5 is/ .S ID .S�`" Date called: 1 493- U Special instructions: Date wa ec: 1 O 2L n a.m. - DO p.m. Requester: Phone: COL - 4LQ.5_• ►57LP INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 6 -f- (-1 f )4 A . ,-- ,) t) c he-4 1 L., k z : J7 /6/0 =4L 5 /4d eve) A-d -Peel 4 Date: .(4/1 : Z El $47.00 REINSPECTION EF EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION RECO ( Retain a copy with permit • PERMIT NO. (206)431 -3670 4:tca 1 +fr%41.,.c' t2tS wtr Z W r J U U 0 co CI W= J I• u. g Q . CD 3 W Z � Z 0 W ui U � o w W w `.o t U O z :COMMENTS: Typ f Inspecti n: c , CA f V to I l x V\Ct 1 r: v�� -k -A )G l Is rAI)f1 u-e U (1('t l ht fi nCV. Y\? p 1 hS‘C\ Taf . y\Oh- COvA, -\ ; b\p kmct Pr,u i .- IOtt - ) krch t ,, 4-0e in Project: r V VVtn■ • W? SidY e Typ f Inspecti n: c , CA f V to I l x V\Ct 1 Address: 59 s i r�� Date called: ICS — l - DLi, Special instructions: Date wanted: q • • Requester: Phone: INSPECTION NO. INSPECTION RECQ Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 32000 -0LI PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspecto Date: 10-1 Ci` 00 $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: r A' aC K Vei'ar..�i ku gilik. :15:.aittn :*341 2 svWtSa�i wi G3}�i '.w=4 44,4w .r..tm,to.4fi: •.W . .: fiti; krt' w' rb!+ i1+: n5+1i«'J�.1�G;:rle'2(;tti:ka`k t , i. • .tL ' •'b:��'SOwi; u+��i:r4W'ji�p.n : Project: / Type of Inspection: .• rolCile— Address: P ate called: Special instructions: 1 Date wanted: a.m. e" /7' e / P.m. Requester: Phone: INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 �I� I ►, PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. 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: COMMENTS: f \ ) / I } 14p-, i /'r�� yj7isi S Ye../ ( /!> /i.e.— Gi9l�r 7 , r1 /-E.e:/7f h/ "rt 0 t met r^r .- 1 . •./ r��f k147 , 2) 14.x/ •1y -i-ko 7 .-v 1 S P II ,f •I,/Ipi -.. % / 1 CO •, /,,� f� ,Bier/ 12yil-iSctvr, e !O e / 1 .S ` toijn rA sev. /. d. i ... ,7 e c 4 /7/6 / e - / v- s-r�► ' , ;IA SnS 4 e �/!/ei viovee S// /--/../ :4�l�vt 4) c> hA 14, ey e. t - 1 1417 C 4 e^! /5 4 €- r/5 4r6.0e'd /, �1// de)-ii 9) A / t 0 ed ti,frAi - le . - e ../ e 1-.1 f f1 4,G.,- taiel4.4.7 4 4e6 v1-7.4-7,. Aye-, 5 )49 �� 5 5 \ 1 / 4 5,/L / I . hG/ l Pe r /--eof ,...o( I l' Date: fry - - '7 - 00 Inspector: � �? P3�12xal Yb�SO4' �' tMyaaki. �o��� •��`�tt�iy�,AaiwuFiKSdaasES . wcaxt? �L' t�.+± t? tis.++ �.+. ��' �,.. ti'. :x'�..:�tr2�l�.��m.- .,t ;.'.a�.� .:.:x: .,',.t� Z � W 00 to 0 W H N W W O. 2 u. d = W Z � ° z U � O F- . W w. O L i l Z U co O ~ Z d ttiri``: �^ u' aitJ:?' �1 d+' �."••: u.` 24.' re: rs�itli5 fL�.i:".e.��.i1k.M%.ssv�1:� COMMENTS: 6 ie " �ma a '�i P „b� `/ 5_e- (/, 7 / h . 64 v/i ! i � Sic' /''all /6! 2 $, / 3 „// CJD1. G— , ! tL Ad • r C S7 /r 1 NO le— . / / r.1,4 r..iiLei/ I ,s . 1' he ` cS ht- e, or� /0/' Qr. „0.--/..--7 )-i /i t J �1.� / Iec4L s-�./ ,. l -,ei SL/I, ,- - 7"l- -,/.' , , i47 t4 4 fr- .Pt // S / p.m. Requester: r, A Project: / . .. .g ' l . Type of Inspection: , ! tL Ad • r C S7 /r late called: J Special nstructions: , Date wanted: /0-0” a7 .. p.m. Requester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 • Approved per applicable codes. INSPECTION RECO Retain a copy with permit Inspector: v ��� Date: O $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: r s rtt t� of •0i?d n..414.4 . s' , rli$ ie, �F`.: es3; dr'" Catik' i6b :r",.xd"`�ki51t,"�PY.I'it31'� %' .1. . •xF Dom- PERMIT NO. (206)431 -3670 Corrections required prior to approval. z w t 2 J U 00 U) � W F • u. W a : tn • a I z F - . H O W I- j 0 O F— Ww !II H O Lu z N 0 z COMMENTS: Typ of fnspec� ion: tra tM f AG (/1 ,w, /�ly'� i r -l 0 / L 7 el T /�"Uf7 Sa4/'r.." ( 1 Ce" -7-r `5/7."4e-A. �../"L -, . %J' /r-* /S 1 /L c.- 6.' f- Special instructions: Date wanted: ��11 1U 1 t9'V© / e2ed,e �l�r /J7S , � .1 "1•7 Requester: ve w Phone: e / . 4 vres-K 7'y- C–.- S 4 e", i A . - S•\ T /SO j r ' ' 69/ l -A 4i' - s Gf r ?G. I Pr t: !/.�1�1 Typ of fnspec� ion: tra tM f AG Address: Date called:,. I Special instructions: Date wanted: ��11 1U 1 t9'V© a.m. p.m) Requester: ve Phone: INSPECTION NO. INSPECTION RECD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. 1,2 D 04 \� � ► PERMIT NO. Corrections required prior to approval. C.. Inspector: Date: /vie 0 $47.00 REINSPECTION I E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: z w V O too WI J CO LL la u. : a H= 1 - 0 Z o U O N '. 0 1- W W _ LL Z 111 H H z 't;trc!sr- ^sil3'�.ta;iirt: � !�'it�Ct�d�u3,4�.nti+i�..1; Project: w-, . u I ( C1111C F -r -f1 I rf) 'D ape of Inspection: ► ,-' i r''t" -r ' `4 bC '+- Tf1`� C.+1('Y1 = ) ( 15l S 1& k Date called: I D r 1, a - --- co Special instructions: Date wanted: Re uester: Phone: 1. l.�' LL' - L l L5 - 1 tS1 ., T INSPECTION NO. INSPECTION RECO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwil, WA 98188 D 00 - 8 PERMIT NO. Ei Approved per applicable codes. orrections required prior to approval. COMMENTS: o7 -,--44-5) y 5.7 - /r11/4ef.tj c 7 iAy Foe AV§,f /less Da 1 1 1 n $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: '�s.' svri;•'c n5:i,'. ;.7�,ra in.: s s . k:.; ewe:,: �CiaY.'.hiii�,t fiara: '.i;:s+.;s:'ai ....t� '.•::z 7u ,s > : 1 1 xa�n y { �.d ' '.nx� Z w re 1 O 0 co 119 w 0 H Ui 0 to a = C7 I_ W Z � I- O W es. tu U � O N : 0 I- w W I • o w z . U= O~ Z COMMENTS: (ZIP - 01-f"1 2 _c / 0 X.60 7 * 4 0 Ale277 ,1 / 3 Itt Awe "mats, isoz._ . Ar /e00,e ef_zz9.6?., ea 7x Ai Lb 1 7 aft caop t_fc., i-e c .../..0!.4..,A, e ist,, he---/-2 1 _.. 7'ety.,, (5 -4 - "( a cAhr 1 4 - Jka Li Izt ':i 4.02 , , ' ,1 ./ Pioject: Type of Inspection: R a rt ■ C Address: \ SN' S - Date called: Special instructions: Date wanted: ( p.m. Requester: Phone: --' 2C(r — F eiC -OA 1 0 Approved per applicable codes. INSPECTION RECO " Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pff0ZtMgaMtEeMtmm2dtgtamgaemtmk&r_L..IRPA Nrn+w9M 'MWrovvp,mtimw.,1 D2.co(-)-0-1 PERMIT NO. (206)431-367 Corrections required prior to approval. Date: ito....7...,69(t) 0 $47.00 REINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: Type of Inspection!' `- Address: Date called: Special instructions: Date wanted: 10 '1 - CO :" p.m.; Requester: 1 Phone: i-I co 3.45 ' INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98 Approved per applicable codes. COMMENTS: \ (h� P -P Ncl A V1r -P I v of r S S1gi „4 j9 C ('I �''\ oil C ( 1AC S Inspector: C3,J'D C�„„„U 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: l: 44./ ..t74C.Z iJ t1 Ceti' Y i r reCat INSPECTION RECO Retain a copy with permit Dzoczi-o46 PERMIT NO. (206)431 -367 n Corrections required prior to approval. .. v,!. a: Fttr 7 . ws' ieli�b� ti«'; i": fi�V6G :�cn1i?t?,'t4`�di+'t1fikiYXfdl + ` wilfil:i;3tl " Z ~ W 00 W w JF w u. F w z �. I a uj U � O - = w : I— U. /6 lil Z W . O Z COMMENTS: .fr / 5" l',69.1 1 x i--: ct I c-,1-1 U W� : ; -4Z-, Date called: � .2 - 0 0 Special instructions: F e? /f7 c� � j V , / _.- , c. s -,-,7/ cry 7/ l > 1-4 �,L i ' ,,,,/ ,,,./ n (+ s / - // >-A 1 , // 5 6? ,o 1 1-s % **, T Q_ S _J` c h 5 4 I -- t _ < --e ms . e ,J A' .,I,,,. s5 t li/,/.1/Y'hv; G4yi 1'7 e.- / 4 /:, I, dr" /, / C/'r Project: `` F �J�' vN∎ 1 tiV. 'Z i Ac i Type of Inspection: F ret m e Address: 5961 S.1 Date called: � .2 - 0 0 Special instructions: F e? /f7 c� �� ` Q () , Date wanted: 6) ,,), 3,00 P .m : _. Requester: Phone4 (9' g c (oLi i `� it 0 INSPECTION NO. INSPECTION RECO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector: Receipt No: Date: , �WC #3gPi JSi9`ri ' • Z W re 2 6 00 CO 0 W I H W WO u. rn a 0 I— _ z � W ui U 0 0 W W l l O z — I O /' z Project: FT )r-r, ►-1v re .rx..�►1 A( n(I Type of Inspection: . h it ToCu 4-1n to � Address: --' .s (:-) > S 1 ( r' i > - { — Date called: C 1' 1 ' C I Special instructions: D to wanted: RRuester: ff )r? vIrl Phone: ICU -- '*5- (51 0 INSPECTION NO. INSPECTION RECO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ,4 •■ COMMENTS: InspecydF: Dal 0 00 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fie must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. {Approved per applicable codes. ❑ Corrections required prior to approval. Receipt No: Date: .1m,i :+3; 'YaaSlvSbP�:'.a>v :+' .il+n".iii{fi ' u' F my J d4Effi.i1Ni Wokk euoject: - . yr kD(e�. 1- -1 T of Inspection: - rte m t J 4 ress: %1 s 1 Bo s+- Date called: E_ D-CR_ oc Special instructions: Date wanted: qlS I '' .- P- ' p.m. Requester: C)Ct ye.... Phone: .2Ulo — L-tCo`5 " IS INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 9818 INSPECTION RECORD Retain a copy with permit c2cco PERMIT NO. (206)431 -3670 52 <pproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Cie e& 7" qo 41 S ? IU-L c#434c�•F,r7� f. z ,5 ee3S C, yr..roA1 Date: Receipt No: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. •t.ttigii ailaak g:a r<4^w.- ,nn.mia*..a di. e . COMMENTS: r on: Type of Inspection: c LI t, li t fill + n itOkti .IP% 0 910a-r tf / AT 12/4,0 04.((? Date called: E • D LI -u. 20}4 Date waned: — r7 m p.m., j J. C7�t eX --7�� a0� f�i/4 6‘41S -- r' gigS5E-7` &S5 e-,if7 !S i'to OA- 7v rat .'/I A l P oject: • t I tdt tics on: Type of Inspection: c LI t, li t fill + n itOkti .IP% Address: ¶ f51 S Et -t`" S —(— Date called: E • D LI -u. Special instructions: Date waned: — r7 m p.m., Requester: Phone: C tn — L4l — !S i'to • INSPECTION NO. Approved per applicable codes. INSPECTION RECORD f Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Corr (3 r u' d prior to approval. lnsp V f aa $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: 3���;sC�13.c9 Z W re 00 co 0 W J H W • O 2 u- <. • W ZF Z F O W uj 2 • p U O - 0 I- CU u j 1 O Z ' N , H 1- O Z Pro Type of Inspection: Address: • S / O 77-1 Date called: Special instructions: Date wa wr .r Z 9I a.m. p.m. Requesr: Phone: INSPECTION RECOR Retain a copy with permit INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 D `'o PERMIT NO. (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: 17_ 47 - 4 5 45 s 7 _.. `l 1,114 4L � re Si. -r�r AZ' C CJ yV Ck /f r cLf�. 3L 0 c e S T� /try 4,/ 06 ifclS vz-e47717)14 6r44 -4( S Ins o ,e-He Date 1 �' ) $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: t'" J..k�',u">`aR.u'..F'.iL'':$li ". i ii'.. �iv9i" i':}:: u: tr. �aa� :s�.:,lac.::�2=.�•.•:�: n sect: ,r Olt l'( ,11 ‘h . 1 T y p e of I spec Ion: , t I ..rinSLA l 4 I an Addres • Sg5-t S I & s Date called: qi ^ at — QM Special instructions: DAte wanted: �- tio 7a -! �t l ' Requester: Do \Pad P one: Cto ....1.46s._._ 1 S a INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per a plicable codes. 0 Corrections required prior to approval. COMMENTS: /'(. fc_.. x77 5 //(A7 ( ? ' CT ›1ff xr0 "Ci me-) Ins • /4e $47.00 REINSPECTION FEE REQUIRED. Prior to insliection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 'k4L�ri..iY.t�XYit :::�i.Ci3:i,'•"�r: roc :.•�!`L'[siF,."�hL�aa.Crx•�a, • •T , •' 7, • - �iS. `� `Wv.L? • Dacooroq& (206)431 -3670 PERMIT NO. Z ~ W 00 0 WI LL. W 0 LL? v.. a �W Z I- O 1- 2 0 D 0: 0 H W - I- w ( . 0 Z COMMENTS: 0 x(97 -7Z I # ,9 5- s1,G/ly d4 /...3,6cf 0 MV ✓ -/` /.7&-7 40 - T'� '' -' =' - 6, -, /" ' 4°lrc� ��i f1/ t (7 //V S -41K '- /7i - — C O - mac. - EPi c Ser �h -1-7/15c, Aim ! :74 :74 i ri�I� /An c. ?'�E. ete� ' �.. - ,JOTS6cui 71) &,(a 61-444( - .• 0c WI i`9L .,rg L rL' Tii ? ' 142 , / 1 17E.,774- r 0 Approved per applicable codes. Insp INSPECTION RECORD Retain a copy with permit INSPECTION NO. t` . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 .eject: I t,iro V► u/ '- i 6yr:4i 1 S IBS Special instructions: { Type of Inspection: F rse-E- c`[1 vr1 cal eel —� - cam ['Pate wante : p.m. .Rtquester: GV1U Phone: Ap -- (C-5 9 (p D20Do - 0 1 -W PERMIT NO. f 'o rte... (206)431 -367 Corrections required prior to approval. 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: "�`.:d7�+- �i- t:'�i:a�f6� 'i�.'�'tw'1�>.:. +.. �nsisu::rtie�t^�`• a4: a�J. 5:.. 54. ��,,..?.. �i�, rl ti::: i��.n:,��:Y,!:. <:u:F,l "•L �� :•:r z ~W ce 6 0 0 co J I� c w0 u- < a = W F = Z � Z w Lu U� O S H = W H H L- 0 w = 0 z COMMEN . • r qpv m J 46 2 1¢ ToKZaz goc.TS f Petit ( . =V4 1 1 .5 , C i4 J ." /. /e-7//7 Vii t: / � '�"'� 0x Special instructions: _ X cs:D ©. Gc 77, J.t (s L/G._,4 ? a.m. p.m. / /,( c/L4 - i �- � % •c ` pO A ro / ? 6) e rg- c1 4'r C 4.1 tS 69744M4_76.. fiat ` /OAS rekss _ CT7o l! S 1" .d te A . Proj i tfl'rvie Sio Xe _Typ pection: Address: $ f � �.,. Da e called: Special instructions: Date wa d: //�� ,(00 a.m. p.m. Re er;, Phone: f INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -36 0 Approved per applicable codes. corrections required prior to approval. 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Insa>ssto Receipt No: Date: f twi ' SYaS ?Yau: z4P. ^ ,i.;' �.w..:astl.i:i:' .e:1:'t��a ' - , • .ti;. F, . rki. toage ".;aiYiJac%fuii:;'iEfia} - CIArd•':Yti 3ld OI PERMIT NO. 00 r! art�ruet+ z z c w W i O 0 W F- W W W O g d 0 0 = a I-W z � w • o U • O O y O I— = W . L I O w z U =. 0 z COMMENTS: . 0 ,ave?,t , A> .C.% % � / f G C /r--41 . 7Jee.iic,4 j . ' c s e- /geSot "6 77X 4-r» S7 f 7 (.MM iSS,./4, )cATtM 77) 6 Ea T� so it /2 4owi.44 0.440)4 >26-4/S s54.<f/) P?.qc `r-cc r ' re-w,"' 0-4 " 724 X2,7 S 76 /2f,4.,`r7)4..4J' Ppstb f 447 /2/s(5 p24rue ..- AS ki,o.fx. /4 NIA A/4 4- ZE©J ,17'4" eiLf 7 -7 -A- SG46,6 • Phone: 1 P ect: S , t.4 A �llf'IiX,.. Ty Fof �lns�p_ O Ad ess: 0( ' S , & T)t5 Date called: Special instructions: Date a �1 0Q a.m. p.m. Rebtel Phone: INSPECTION NO. INSPECTION RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. In � or• �� $47.00 REINSPECTION FE�UIRED. Prior to inspection, fee must be C Q P paid P at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Dat Receipt No: Date: �� 'a�tc.�.� ;•ax � ^, a �' ' � " �hrd.✓.�o�a��vYisr: tai ?.a�.t'.�.t.:�' ::.a� • ��fi `a1;lu��.9ta''�Y�"v«i� "t,�i't115c::sti^'"ti F 'v6eiJ�1� .W`u�3i r:'SYr1 . Je`. .7.' COMMENTS: C77 ,e ( z 6 S f- /ei�JT, .4_ G� // L e,,4 AZ. r -- ca vAze /5 ( 'V 0-74..i6,6 6174t P c 7)1 a- Si/ ? v - M (1 1)4t_ 1 I4 A s /c 63 rb iA( CO, c/w e D want d: a.m�` —CO C p.m. R uester: t V1 Gt Phone: r A, .1 1 _ ,,.P_rs ject: - Or ON cc- m- I t ri ype of Inspection: i lkier to(' k dre ss: 'i�' , ledier) D CDCD Special instructions: D want d: a.m�` —CO C p.m. R uester: t V1 Gt Phone: INSPECTION NO. INSPECTION RECORD"` ze}`Cy Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicablkcodes. J Corrections required prior to approval. PERMIT NO. (206)431 -3670 C Datee / 690 E] $47.00 VINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 630outhcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: L1. .h.- (lti'�'•Jin.l�.'....:.v�••: ..,_i2.». •����y�.._N,�rc i i: i ;c w . ,.hw rAt Pro ect: VY` -1 re. 15u t �C r\ Type Inspection: _ -� \, i1 1Uctt t n Address: ° 15 1.5.1 �0`t"' ,, 4 Dat alled: 46-- a- --- oo Special instructions: Date wanted: ' 00 al":- Requester: Phone: 2 ''' IA M 1b INSPECTION NO. INSPECTION RECD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION N PERMIT NO. 6300 Southcenter Blvd, #100, Tukwila, WA 98188 _(2Q6)431 -3670 n Approved per applicable codes. Corrections required prior to approval. COMMENTS: Al4rt-/A-( e i)te -7 1-t..' its /. zo-7 Aro r�41Vz,At A-Aiy� r r,� I/ 4 1 S . � e9 X7797v. .V(7 ('o�eCor(/S Inspect Ait Dat�j n $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: i��: t S• �"—*-. ait: i a '.,. F:1Lsn:G::.�.G:�i'l.t.:::: i.:rr. ... ±...' �i�1�'..^ iN" a: 2u:}: Yi=. l: n 'LJ:.`.�'l�i�� ~..:.�';:f�`bY., �:.e~k: •� �"; i'ae�dct '�`.�i�rL�.'w�"..„�i. � P rA Vt''F?fMV::A.;vlwrj!7�k9fRN ��i''fzSi;p"k•� COMMENTS: / /' e i ( 1 9 ` 5.7c r t I 2 i� 3 - 53 - 2 al-69E-4 A /- y 1A-7a et..O / 4, /17 �J ,I , / a C2- i aa 1. L�°rfG y� /6 4 c/ l �'?.* 00•8 (f e. 1..'" C A t o .as.5 (-e Special instructions: •� (�- W G� � � ali MA . a, t t Imo, "keno 4ri- 4 7 1 .#4.-g cs /7/ /0 _4 4 6) ck° • 4- _74i"' 1 60, 4 - 1-2, 4-.0 f .�F^' .. c�x + /�.✓. - ,p / Al /'- . . / 7 14 0 A � 0 4c41 1 ham /2P.-l�.4.(A /'L'? lrt , ie' e.�✓.. -� J � ii' 't bnd C awe- w e4i €o *1. -mac bat" ... A o4> - ---- It A Aliz Il,G{0 J 4,44./A i .e/ / S "ha ilk, Ploject: / i ,,. Ut '..c 2-, /.a/ k.,,, I ;L4 ✓A.-li(/. F5/o Type of Inspection: ) l_ ('li /i ; -f''c/ f CGr j11 ,,1C, Address: / J' ' 4' ; S /SO 1 � 3-F Date called: 6P-cc) --J - 7- _ Special instructions: •� (�- W G� � � ali MA . a, t Date wanted: [a.m.' 3,- CC) p.m. Re er: 1 J d Phone: 2 Cf ,, - ' 5 . rs - 76, ■ INSPECTION NO. INSPECTION RECOR I Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 n Approved per applicable codes. Corrections required prior to approval. Date: 2-13I n $4 REINSPECT! FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter lvd., Suite 100. Call to schedule reinspeetiori. Inspector (206)431 -3670 Receipt No: Date: ;riv. °a^k -,1 xrsS ' 'o m,1.: i �y 5110 :MrI'y.i` 111.1'Y i°..:ffa nIr, r .22 W re 2 6 U 0 W I W Q � Q LL CS. = d H Z = Z O U � c I— W O 5 w Z O ▪ ~ Z Project: lPlv64. Z. '1::-)4 v L, la S/rfe €t Type of Inspection: i ('c 1 - P r;`,i (,�l1 N. / i ee41 + Address: / 5 9 s i /4?-2_ Date called: - 7 =r 7 - Ors Special instructions: 1.�at..\ 1,Ic.E �.GL I. 7 1 11 lc Ocr rte, b1 Date wanted: - 7- 2/? -G}C) ,aim. ` (1 Requester,: �� Phone: 2f' r, - 4 715 - 15 - 7/,. 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 COM E TS: S : 4 c k 4 (02- ee 4 .f1%/ elS 7c 1 y/9 II m 4 6f Date: Approved per applicable codes. Corrections required prior to approval. • $47.00 REINSPECTI'(N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: Type Inspection: %C,(S "tC/ 031 e ,t(OTX S • Ai 5", !o 7, & (i»/t7 . Guess /721( ..W O Ai©r6 5 p.m, Reques r: 1)'(r, .6 Phone: ./1 . i P ec : Type Inspection: Address: Sys- -/ y S ego 791 ST Date called: Special instructions: Date we // 20 0-0 p.m, Reques r: 1)'(r, .6 Phone: INSPECTION RECOR Retain a copy with permit INSPECTION NO, CITY O TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 I> 2e— 04c PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Be) $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectiort. Receipt No: Date: '�1s.5.:u:uL'��`1.i:L`: i�t.,. Ll+►: urd2J. :.:il\�.. ".'.:.xiN:t: +` 1iii;.:dr- i.r..,t:�w..�ul.::t w -r •e �'',:..LLi.�.�:./.:. 'file; ':lu;+:%Y t`Y:s? , ''lit1Y,Y�#TEirrJ:siti�r'4d iS�.t`.<ir+5f6�V2x'ii+'�� z w 6 U O co W • U. c w u- < Nom I 1— CD Z I- C.) 0 1— w I- U LL g' 11.1 Z U N H � Z Pr ' ct: ,c.r�r7� - .�� �G Type of spec ion: (90, O ki: �•• r s 1. . 7j' " Date called: Special instructions: Date wanted: a.m. p.m. Reques 26 4 Phone: �� Approved per applicable codes. COMMENTS: INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 D2oro -o44 PERMIT NO. (206)431 -3670 1 ' } a�r ann7x+rn7t H15'- k '! orrections required prior to approval. See-- PWri 7 J9 Afc77 S p rfa /7 C/ (J;(_ (A X 0,445 _rif-yrc 13467c `n i T,L SS Inspec�/� Da Air 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: "�R'�iS`. "Wic:`:n �15�'. L` �..' i�s�t` i�C.ti wbl: facA n'. Waw��' ' ..e�.Y).` :r-4 .�.�:+.i''':.rt. ° . i. " �2.., �; sr"...;+.. c. Ut :.::;s.:...;...1«:ti.�.u:..i.m .' r''.' a. v: �` .:a.:u.a:�'�:. >....�......i..,� 7s Z H re o U0 U 0 . co W I W 0 g5 u_ = co d I— W I- 0 Z W 0 D- 0 I-- = w I- U LU Z U 0 0 z COMMENTS: T pe of lns ction: , .00 Date called: 0) r4 7 5 7, /. PO e „4/07 Special instructions: , ... ... o--xce_2 c-2744" 1 a.m. P.m. 04(77 7ri.dr0 0 V:_)77_ /4 f' -'L A.47t.(-- ag- c z '," r () 57 4-4,44 rvecle) V6 r)4(c 5 F,-e ACOTE- -#-. 5 . - - , Pi e(c)/2- e cce 7V,6 s T pe of lns ction: , .00 Date called: Address: • Special instructions: , ... ... Date wante : 7 Ag/:/p a.m. P.m. Requesi 6 _ Phone: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 :••• • (206)431-3670 Approved per applicable codes. "rrections required pricy to approval. ln C Date: 2 5 /1; 0 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: •7: a i -ag; t oo.s. ig4 4 " " Project: Tv1/4..(1‘,4u,re_., - W , , ,t A A, jype of Inspection: ZOO --)I'lLIKAIn % Oa , h ress: n_ 51 �• J ?ot` '. Date called: n Special instructions: ,Libyti Date wanted: R Phone: 206 711 5 ~ I S 7& INSPECTION NO. INSPECTION RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Duo •OLJS PERMIT NO. (206)431 -3670 Approved per applicable codes. orrections required prior to!approval. COMMENTS: I C l 9'r't�/i (19)47,L T' /A- 17QC rq 2 47C/ El $47.00 REINSPECTION FIE REQUIRED. Prior to ins s ection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: .w� ti.'.- %�»�.x' Si::t; :.;liGl�S:i",w`'`,..:... "''.::. "r = „ � �c- �. ;.v..'o`.':.6fias�+:.."�.,aiiY - i ti . _ _ .w. ..1 •;may z 1 J V 0 0 W J F— w g -J to 0 � w z� zo 111 tii 2 0 0 E 0 1- =w I- U• z U � 0 z .; si! 4 i i,' M j =jr✓.4 c;�.4. rw'tv.ist,2 ��} ii:A '+`.A'b�(:i+�G;;i �i.'+,t COMMENTS: p fV 62 SC oC,CS 6t.c P4416 -t SAS - Date called: I { 0 , 2,-ii-Kee4t , i, 5, c /.42G ,.c 7$,4 c' o?Cl • .-;.c (77, 2 ,g- (24 C /r5 ,, Reg este v , _ E G G /1 -r LC.-t ifr 7 6) /7 TOD, 1j !`fi r/, 0,4 .Z. :4,141 _ t jct: e r r 1 �-h.'r , „ \ri (f A p fV rxt f ct. t iil t d I s t st Date called: I { Special instructions: Date waned: ^--� `_ '” OQ 1 m p.m. Reg este v , _ E G G r INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 El Approved per applicable codes. Date. / 7 00 C $47.00 REINSPECTION FEE EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Ins Receipt No: Date: ,.�rY 'SM;gai�+lt,�t � ,,.;�� n y}: t; :�..y •. '[",. n :! Corrections required prior to approval. PERMIT NO. (206)431 -3670 z 1 z 00 W� N W Cs J LL �W z � z 00 ku w • C3 O • - 0H WLLI � - W co U = O I— z c "" m " * ei/r57 as c '4 7tre / ht,./S#F6cnoA r-26/er* -..:13.1 MD. 448 /a, Pricy: If oc e4 c- , eArt5.A_ree # ca;c-- .,- €'•ce.e/c... , Date called: Special instructions: . P•tel*-1 IT /O7 1 0 D SiX-6 ,...al.,... Requester: Phone: N ..... ....9,■', f i Project: rt 3 t4 L..g.- :,craele otrr Airr.42 02f Ingorka Tx_ Address: - Date called: Special instructions: . "pate wan . k 7 / t4:r ' 00 ,...al.,... Requester: Phone: INSPECTION NO. OF TUKWILA BUILDING DIVISION 63 Southcenter Blvd, #100; Tukwila, WA 981 ok„4:41 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit (206)431-3670 2c2- PERMIT NO. Datti 7 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. -• •. orrections required prior to approval. Insp Receipt No: Date: , • , .„ ' ,r-rfre2; 05/19/00 08:39 Date: 5/ Attention: From: Regarding: Message: Copies To: 19/00 Pages Sent: 1 Job No.: 99557.02 (including cover sh r) try Novak C • pany Name: BSA 670 -0235 Ro - Palmer Par - Supercenter hase II We feel -t inspecti -n of the masonry walls can be adequately accommoda • b nspection of the placed block and placed reinforcement a • e time of the grout pour for four foot lifts. I understand to • ift may be more than four foot. The inspection described ab -• ve is a • : • uate for the top lift as well. Please Dave/M 425-7 with any questio loney & Bell -8732 Ross After Faxing, plea -: ® File ❑ Return to Se • er ❑ Mail ❑ Discard * PL ASE C(JNlACT THE SENDER IF YOU DO NOT R - E/VE ALL PAGES * 1 1 COMA ug 111 S.W. F Avenue, Suite 2500, Portland, OR 97204 -3628 (503) 2274251 No. (503) 227 -7980 cc. 'boo (214( (4-ic) 77e- 31-2. ( 'w(0) 43( -3665 $2273251 KPPF PORTLAND RECEIVED MAY 2 6 2000 COMMUNITY DEVELOPMENT 01/00/00 12:00A P.001 + BENNER STANGE AS 1 J001 /001 FAX COVER SHEET Mor 4 ,oge /M A irt Cch J2 5 Ta v ST g E- 50-04c_64) e,c, z JU 00 ( J � w u. a: co D =w z1._ . o . zI- w uj U� O N S V , F i- IL 3 li z w UN H z I 1TORE. 13\) t c..ttt tkk T e of Inspection: / ()OrfAiC -7 T n id Address: 5 16b St cal Do pecial instructions: D w ted: N . 1 m. ) -- .— W p.m. Requester: ` — 405' /5 TO r 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 r;pproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: 7 Date: 5404) $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspecton. Receipt No: Date: Z 00 coo. W . J N O W u. W Z 1- O Z I— t" 111 DC) co 0 I— W w H - U O Z W = ; O ~. Z COMMENTS: T q of Ins r gszyVsS. (C7A (Uei/C /u5PE.cr 4 5 7 C7y MA- 2A S . 0 r . ( (. ( / P C4-a--,-a-1.6.0(.. 5%/7/ G7vog -Al Date wan a a.m. P.m. Requ sit J /04. 0 resr e tw"w' ` (T -' , D E 4coeSS ' SP &M( (Jc_rptc-cZ V T -'`"' 7 o x _.,., .I it / / ' Pre 4irvee T T q of Ins r MAVhile r) Address: D Date called: / / Special instructions: D Date wan a a.m. P.m. Requ sit J /04. 0 Phone: W INSPECTION NO, 0 Approved per applicable codes. INSPECTION RECOR Retain a copy with permit Q CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 ik PERMIT NO. (206)431 -3670 Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspe Lion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Dat Receipt No: i ta.e.- r•a.a.U: •c1+ Date: t1TRU .. • el�+ip axeJ+i4' {8f '+.+"�osF!{X'.'M'Q}' ii • 1 COMMENTS: .444.151.4) —CJ 7v /A. r_S / 7t /8 oo Date called: Raoul ve (or C_r0. 4C .7v.e 7 I�.�g,e„ iefrAI!�LC 1 /e3oG. 5.3 o04e- ePt'es.770 p g 9-c 2/, i_Di,k.(G 5 .e c '-4e._ I,( r s pe c rs-g /P. goe37 1,A1 i r) .e de )4 .lzietZ 2(0 (94 c)7 6,- �' / (67 - X---- :9 a P ect: i cC Type of Inspection: fECf, -/C_. / ,'7 Address: 5 S. f8o/At Date called: Special instructions: Date wan • a : m ; qo p 6 / Requester: Phone: 7c, - 496s -/S'7 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit Approved per applicable codes. © Corrections required prior to approval. In Z Date: g Woo ion fee $47.00 REINSPECTION FEE REQUIRED. Prior to i ns p ec must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 1C 3�Y..: s. h.. .ot�rttt;.�1`?..ec.;�t- :a..s�:ti .t. .. -�... hs... nom.. r tr t4;.i�'::SS.:.+6."�1.`.v:s•i i:uw:S.w.auAw" `•c:u.:.Yiau�:.�s PERMIT NO. (206)431 -3670 z 1Z '~ W 7 2 00 W 1- Ww w u. tn = w Z H 0 Z I- w U D O - 0 1— W H- IL O z . 0 1 1 z COMMENTS: 0 i A • I ! . Type of Inspection: i •. s ^ .,.. '.:.' '411213/ y:, vO, .. I / 0 6 o c 4 J,c/ -c.. ,? e 1 zT •'/gri_ Pc.F. m A-1 0 0 A s? .ki g(A-,e cam' EAA.Di,U27 _44r 4 /L /S Seo ,e- O i 2.1 C /o7x� OA( 3 e • A 4 / 4 / 4v 5 F ( f , l %li/ ,L797.4_167 CoU',.. (7- ,t4 ' Acc //(JS C, t/ ge GJ/ e4b Project: e € ` `'I CVt Type of Inspection: Addres S�0( �. Datec allled::1t 51 c 1 Special instructions: -u v}urc. 50 }�} ' Date wanted: a.m. st (_ I Request P hP A . 2a-r 465 -15=1 f. • • I. i INSPECTION NO. INSPECTION RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 0 Approved per applicable codes. El Corrections required prior to approval. r Ins r: Date:5 n 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`.'l«.r`•. �:;µ•a. :. _ - -. G'' %1.a v�.::, , s alt Y -,tl . ...;:sii::.:...t:+r •''rz:.:ti: "•• t 'c z W U C W= N W O L a CO 2 0 W Z = H I— O Z H W W U N O 0 F- W o U 0 z COMMENTS: ' 6 -L'I, veittoii z2 s / c /l 6 Date wanted: a.m. IC) — I (r ~ (')0 N 0 e...a A rd ,,„, � �s" ...: \ <, .Z i ` v e&L irC ,r+ 4,L---11 ; _.. rr 4. -%Z. 3') ki i.e. at. -tz- -r 4-- /'...,") a iv, A 1 4 2 f'r> /► % . (3) 1D /: Project: Furntiov(e... - ?)x.,iIdtnc! Type of Inspection: E∎nat - @I c, nn ln� l Date called: J 10 -)' - UC H Address: J 5951 J 18E' 1-- Special instructions: Date wanted: a.m. IC) — I (r ~ (')0 Re uester: Phone: 4 � 15Th r �� l■4 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. D2C00 -(L , PERMIT NO. (206)431 -3670 :-1 Corrections required prior to approval. 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: Pr ject: Type of Inspection: n Address 5 / Date called: /0 . /s, ,q) Special instructions: /66-tp Date wanted%D . lei. . Requester: r Phone 2c& /576 r INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 . -tea' 01/5 PERMIT NO. (206)431 -3670 Approved per app1tt`able codes. n Corrections required prior to approval. COMMENTS: /o // y /o6 1,4A,0 e osk.) y am. lirck) if t V << f !t l t y o R26_&-vetv' 004, (-L/vd) 5 ,u/t94,t Inspector: 6\) do Date: r 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: t':`• �k': bSmiAu ��t i4w`.�+8t"�'s �t.i r ti:�w :urn it 34.fw"' . �t e tur.L�3�i n' Z = Z re 6 2 00 O W W. WO 2 U.a Z �_.. I O Z I— 0 O N. o 1— LU U u' w U = O I " z oject: C rLX/t Type of Inspection: W\E Addn 0 / C / Clit/k Date called: Special instructions: Date wanted: a.m. P.m. Requester: 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 O.■ PERMIT NO. (206)431-3670 Corrections required prior to approval. COMMENTS: 4.(24 a4 fJ I • ea ,s / Satobei 144 r-A-055 f_11 .4 ,l-AI. 'MO Inspector: 4'u Date: /17 0 $47.00 REINSPECTION F.EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 41.4 ' miffed ' it.44 z ce 0 co w LU u_ o. w 2 g o u. < Lo. a w z o z ai 0 0 22 0 1— w S pm oF" COMMENTS: // .J4) (! . (? .al ok 4 5 cli 'a ...) Add 1� t c` t j ' �t p , � 5r y. p" r cr 'n . . ' c t..�+�j+ t 'Z a t.A�� Ac , cl 5 4 1°fi . t if crtliA rf U c(.. c4.ed,1 ff1'1 ca V. �Y° J CJL4 i -.$�" s./`°► ‹ r i..4..th f. eifiA hwln t.t") / 4) 114 (0.4J .. S 77 , cam• .., �. Q C r. ,M. � e.ie U di A '''.6 Pro' ct: /� f { T Type of I s ec ' n Add 1� t c` t tort‘ Date called: Special instructions: c INSPECTION RECORD �`, Retain a copy with permit INSPECTION NO. CITY OF TUKWItBUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 0 Approved per applicable codes. 0 Corrections required prior to approval. Inspector: bat �� 0 $47.00 REINSPECTI FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: a Z 1 z ~ W S QQ L J U 0 0 to CO W J i- N u- W u- ' : - d � W Z Z }_ Z F— LU u i n U O, O h- W W I u. O Z = . 0 1 Z Pro ject: Q vt Type of Inspection: ` ( AS Addre s 1d/ So //5/0747 Date called: (0 / i f 30 Special instructions: Date wanted: I t a.m. P.T. Requester: Alit/ Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: t o - 4 e A.10A (4/k a (iv. C 1 1 g 0 (s f NOA) V��' Inspector: INSPECTION RECORD"' Retain a copy with permit C7 Li of : t u�„ �rw, is:=„ �t cix��r <3.":�uuiL'1Li:1�tii9L.1'r PERMIT NO. (206)431 -3670 Corrections required prior to approval. p10 Q - t. 1d -t-on , (7 c J-tt t i t( i /sl 4 , 5 00 w� c f /n i //a) A/2 (4-- 54 /1'4 J citet".4d J-Lex--; D t y t t h p ) $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: P jec ly IJ4 n n Yr'MX Type of Inspection: `DD Add ss: ` ' l 5 °I 5,) «rte Date called: 7 i/oc� Special instructions: Date wanted: ' / a�GJOJ a.m. p.m. Requester: /k Phone: INSPECTION NO. C) 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. El Corrections required prior to approval. COMMENTS: 5_ )ckarli Inspector: Date: 7/0-# $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: ..'.ci..:a:. �. y. ii: r: � ,•.+..+w'acC.e.3:�:'�.:J�.:�Li• ." L� :+...:F..J.:....�i:ss...a...._ - C,, i':. i.:. �;: t..:> sr^'.,>:,: rS.: �y�e: nJ;. Z:. i'• k 'ia'Yaxk�k;i.ea�.�.�1?r'.ei.�a Z QQ ~ w 0 0 W = H N LL WO I o •0 H. w W 0 —o .. = O ~ Z COMMENTS: J ' � 0 4 ,44 wt 1-Kr ttei.v� j (4.L44 2 57 * 1 . /t.. , 1-"- 6 S 5 P (cicrosA fr / 5/7/2000 xi /� Gi ITd ;i/ d �x ?A 5172e. d %/0 - � 0 ' / %, rl Date calledt Date called: 0 rth Te e n ' .5c, c j/1.J�91 S� S t�/ Z 4 4,4_ � 4 7 o ' - ,, ✓ d)(AO TV c o ` Ptic L U4-e �. o � 5Thut Do 60 Ca t 1 , , Vo SY , ;Eject: *P Type of Inspection: S Address: t Date calledt Date called: Special instructions: Date wanted: a.m. p.m. Requester: Phone: S o Approved per applicable codes. INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 2 -ot( y PERMIT NO. (206)431 -3670 Corrections required prior to approval. Inspector: (■J Date: o p ,3 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: z re w, 6 V O W = J 1-, W g Q . to �. � T z � ▪ O' w ~ D o, 0 o i- IL L I O Ill 0 - O F- z Pr m f A� L ype of Inspection: SD Address: Date called: itin Special instructions: Date wanted: a.m. P.m. R Phone: Approved per applicable codes. INSPECTION RECOR 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: 49//c/03 cv 115, eLati Ily y frLar x (4..kdc-4, /gd 4.61 Inspector: 6 Date: 457 ,, n $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: . >.�_..�. c__..:. s. .:... «.r......_;cw__..:er,..�9. far.. mxs..: ar .........:...__....,... ::i:.,�....._.....w:.'tu...s..: .., 63.031 -k4u Aw.,a1'+1 it 1— w 00. to 0 cow J N WO g Q . to , = 0 � Z = O. Z F— Lu U a O N D F--. W W � - u. 1-6 0 0 z COMMENTS: Type of Inspection: Skti 6 qiFkWAI/P/ /1 fi P i sme cAtAIA 4/2,u.) /)AfJp 5 M M '. S'4)Lit 1 - 2) N.0,0 5914/1, buctku:N /ct /0-t" 5'5At,4 4 / wad A26-c.441 . 70 AMA fly Ad )( /010 i)Oce 7D y Ord, l I ss (1/51 a,14. to-d Aoiluoxvk thLkey4 Ssikii #- i PA /5"" iett4A lAro v th 00 a ‘ 3 "ILI: al: i sT g. p a jtit .. c. / Type of Inspection: Skti 6 Address: 64)(1 Date called: q i Lilco Special instructions: Date wanted: a.m. « ti P.m. Requester: 11 /.. Jo A fi4itevA P-w-M Phone: INSPECTION RECORD Retain a copy with permit 1)2 (.1x -04 PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. El Corrections required prior to approval. Inspector: 6i Date: / (4110 n $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: 44:46vir #a • Y. let73‘ z re 1 6 00 COD W 0 u_ w 0 g u. 3 I— al Z Cs Z W uj 0 0 — . D i- W W 0 — u. . z LU co - 7 - I 0 I- P ject: 1k /, iut4u LIM Stet) C Type of Inspection: 51) ddress: 5f 0 f( $ /is° i Date called: 5�� / Special instructions: Date wanted: /I It a .m. p.m. Reque ter: f Phone: INSPECTION NO. INSPECTION RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 02o vo --old PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: 5/ n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, / fee/must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: pressesummemmtwomm [ �;�.b. =�X:f4 vi'., �: �'°" �.• �IeS�; ��i' �r�.' 4b~, ao�07. c�a` ik' r'^,.. �.. Y .i.r.%i�w.�.'�3.i+iS::;h:r�'i�' .. ..'h:- ' ?• f� ^. a „ ��' %; '�: ?40:• ^•'- i�z..: Y:�•`v. axe? .1ii..�o1_SY�t15:.i....:,oii:.' .1�iis��.'2�)" seaa =� N, COMMENTS: 1 91tbaft.".-q @ rA'tfil id Cle.A14/Qhh ce\--- - 6 cri2 e es it A r", natt-144„ / 0 ) &t..16) nif ,c(1) 6 4 0 1-0 LL4 6 eLi 4 94 / 4, If 7 A , . wc4 d‘wkiA,Nci-Rj I ,ii.441,0 4,9...1.4.4 7;7 AIL) .4-_),,, e , 1A.-Len-A-fl,. ,-/t04,4cd-01 5 iv ScA-444‘..ui CA 4 .aUt,4 Lr...k.. A 5 4 Requester: 1.4 /A/Ri Phone: P7ject: I /4./ /,(A,..e.P C Type of Inspection: 50 Address: 5/0 So //co A Date called: 5-/.2.k/oa Special instructions: Date wanted: a.m. p.m. Requester: 1.4 /A/Ri Phone: INSPECTION NO. INSPECTION RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 0$ - o PERMIT NO. (206)431-3670 Approved per applicable codes. El Corrections required prior to approval. Inspector: ted 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: Qsaithiksol Z re L I (..) 00 co 0 CO L11 .-1 1.- 0 IL w 0 g :71 LL. < I— al Z I— 0 Z 111 uj 0 1— Ui I-- uj 0 z 0 0 COMMENTS: Type of Inspection: ,.. Address: dW ? /3 0 t h 5/570 D 4 0 Ac IA,,T 5. `R.c..-- (0.c1"`,u, G ✓ .2 'L/ 0. 4'J C..inv ,0.4. (A 4ti di VC b 15 • PI f , A Nif Pu Q a) .r Ai d S, (n/aQ.-al, it.,k_d— @ C . (, . (C11 i ' r, 44 t 5 k(-4fri C4 Proje t: , � t,t,tQ p �0� Type of Inspection: ,.. Address: dW ? /3 0 t h Date called: }C Special instructions: ,,, Date wanted: // // ,fin a.m. L /� , p.m. Requ A / 2� 44,e/v! Phone: INSPECTION NO. INSPECTION RECOR 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. Inspector: 6t/ Date: 5 .y ct. n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: t? JriS 21.4, 144 ,v.6.,'A4 ' n•. 'LXY ." •. z Z I QQ e 2 J 00 W I J � N LL. WO N O H z F.. I— O. Z t- 11J uj 0 1- W UJ I— LLO W z to O z COMMENTS: Type of Inspection: n JJ Address: S 0 St Date called: 5"' 23.00 Special instructions: L Q$ e h Date wanted: � 2 t � 00 " ' Requester: ' Gave Phone: 2 U � ) q 6 Jr" 15,7 4 C `mil , wi( / . y..u■j CG / tor: it r fy 5c 12I/C 6011 I /O M tic r e6 T�..:_ in , 5fo1/ c''z 47 (a , Project: CU rCQr4er Pa rKway J Type of Inspection: n JJ Address: S 0 St Date called: 5"' 23.00 Special instructions: L Q$ e h Date wanted: � 2 t � 00 " ' Requester: ' Gave Phone: 2 U � ) q 6 Jr" 15,7 4 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. • D200014? PERMIT NO. (206)431 -3670 Corrections required prior to approval. Inspector: Date: 5/0> 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: $x '441 abd4:1,,I It; . u 44,4 . /44 - opt t4 z H w • 6 U O W I J I-• W 2 a. <, E9. D 0 Z � F- Z ~ U� . o F- w w. L 0, o � z i 1 rkAl 50 ratkr- Type of Inspection: A--- L H Address: I 70 Date called: 5 1 1 Special instructions: Date wanted: a.m. 5/151(16 p.m. Requester: Phone: WS -25S- WO 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. El Corrections required prior to approval. COMMENTS: ///cze ‘, 50u) TO Mir. 0+-14 it f 73 /sr 90 ( 9 4 (t Lt-, 7 "4 g.„1-71 , I f Addat.4- S Tif Inspector: Date: 70C) 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: • '• - " ' '" • 4 41i.4+16'0'..;x41;-qtt re 1 c) co 0 • CO WI V) ill 0, D. a • uj 1— Z F. i-.0 z UJ 2 D: O SQ. 0 I- 111 ui w z I a O se: O 1-- COMMENTS: O a) l". w.cmic -w.. . .D to 1v . U,S tki ('crq 00.cds S 51viN , (AAP N-eai) ' })r2.. - 4 c1)!c4b�. --f Date called: 7/03 l %/d() Sals S� iha4"1 r .QA (,- /,,2` , fl cut fi e � al 3a "/ �f cq /at fr b 7` ,v l shit. / (,11 f 0 0 A-1-+ t 6C.C.4,6 55 .Sac f 1�c' n . a Prte peme -F)t SW CAI) s s glOx.) oject: r \ Type of Inspection: 7 All Address: \ Date called: 7/03 Special instructions: Date wanted: � 6 /6 [J a.m. p.m. Re uester Phone: INSPECTION RECOK_ ! Retain a copy with permit INSPECTION NO. \., CITY OF TUKWILA \ �BUILDING DIVISION 6300 Southcenter BIJI, #100, Tukwila, WA 98188 Approved per applicable codes. fl Corrections required prior to approval. Inspector: Cry Date �OU n $47.00 REINSPECTION FEE REQUIRED. Prior to i ns p ec ion fee must be paid at 6300 Southcenter Blvd., Suite 100.` Call to schedule reinspection. Receipt No: Date: PERMIT NO. (206)431 -3670 a3; <:;�t rzJSS c,s u mar irih$ z 6 00 W F- N LL W LL N d. W 7 p � U •0 I-- w w � W -_ o '` z Projk vG(.Q-+i Type of Inspection.1, ' t_± T Address: M 5 (fir 1 Date called: (0/00 Special instructions: Date wanted: �� / a.m. p.m. Requ / M kin Ld11�6 Phone: .D `,. ti Approved per applicable codes. COMMENTS: INSPECTION RECOn Retain a copy with permit , INS / PECTION NO. 4 : CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 CY _ (,(44 ig fvy -gu1/4,0 w ems., FILA.4 t/aA. l C(0,1 . t - 4,J04 E t. Ox e s -e / ft' rilt9d 41..4 5 4 0i1d r.<.cP r� f MO/ 6 9 /o ^ £ (AA .44) 5 LC //U J 2 I "c.a, - / ' , alien"; 2M. r ( kr? CZ Ei Corrections required prior to approval. Inspector: Date: !_/ tP d El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, L must be paid ak 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: R.. PERMIT NO. (206)431 -3670 WoMi- ti Project Name 6i Sprinklers: 7< Fire Alarm: Hood & Duct:. Halon: Monitor: a.(3 Pre -Fire: Permits: 7 kuthoriiedignature FINALAPP.FRM • ) J,;fa3 : 17.] 7,. -n,, �PY�:�17 �.,,, �S' i ti'17 315 (1'"U 'Y . Y4. 'a 4' i, -: i. :,i� y r r w t' lam. City of Tukwila Fire Department Address t _ . � q J I S Needs shift inspection R io TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Rev. 2/19/98 . Retain ,current inspection schedule Approved without correction notice _( Approved with correction notice issued Permit No. 1)2 C)') Suite # CO31 No Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone, j6- 575.4404 • Fax: 206 -575 -4439 Steven M. Mullet, Mayor Thomas P. Keefe, Fire Chief z Z 6 J 0 0 coo w J F.. co u. W u. W 0 ▪ W Z i- 0 Z ~ U • D 0- 0 I- W 1 O Cu z U 0~ z PROJECT MANUAL For Parkway SuperCenter BY Tukwila, Washington Date Phase I I South Parcel Permit No. Bassett/Thomasville Building And Site Development MBK Northwest, Ltd. 49 S.W. Meadows Road, Suite 675 ake Oswego, Oregon 97035 PROJECT NO.: 20102 DATE: FEBRUARY 14, 2000 enner ,Stange Associates Architects, P.C. 5000 S.W. Meadows Road, Suite 430 Lake Oswego, Oregon 97035 2OOOOi5 RLE COP!' I understand that the omiss Check ions ons anapprovals pproval of subject to errors and plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. FEB 282000 REID MIDDLETON PROSIVID CRY OP TUKWILA FEB 1 5 2000 PERMIT CENTER z �w -JU 000 W = W to 8 I- al Z = I- I uj U� �_ W U o wZ U = O~ z PROJECT MANUAL FOR: — Parkway SuperCenter Tukwila, Washington Phase II — South Parcel Bassett/Thomasville BUILDING AND SITE DEVELOPMENT OWNER: MBK NORTHWEST, LTD. 4949 S.W. Meadows Road, Suite 675 Lake Oswego, Oregon 97035 (503) 636 -2800 - Phone (503) 636 -1331 - Fax ARCHITECT: BENNER STANGE ASSOCIATES ARCHITECTS, P.C. 5000 S.W. Meadows Road, Suite 430 Lake Oswego, Oregon 97035 (503) 670 -0234 - Phone (503) 670 -0235 - Fax STRUCTURAL ENGINEER: KPFF CONSULTING ENGINEERS 111 S.W. Fifth Avenue, Suite 2500 Portland, Oregon 97204 (503) 227-3251 - Phone (503) 227 -7980 - Fax February 14, 2000 5315 nv�c REGISTERED 11 C 9TECT REY A. BENNER TE OF WA&HImGTQhJ 00002 - 1 END BIDDING REQUIREMENTS, CONTRACT FORMS, AND CONDITIONS OF THE CONTRACT INTRODUCTORY PAGES 00001 00002 00005 DIVISION 0 00010 LISTING OF DRAWINGS 00220 SOIL INVESTIGATION DATA 00700 GENERAL CONDITIONS OF THE CONTRACT (AIA DOC. A201 -1987) 00800 SUPPLEMENTARY CONDITIONS DIVISION 1 DIVISION 2 DIVISION 3 20 January 98 COVER CONSULTANTS TABLE OF CONTENTS BIDDING AND CONTRACT GENERAL REQUIREMENTS SITEWORK CONCRETE TABLE OF CONTENTS Parkway SuperCenter Tukwila, Washington 01010 SUMMARY OF WORK 01012 TENANT CONSTRUCTION CRITERIA 01019 CONTRACT CONSIDERATIONS 01039 COORDINATION AND MEETINGS 01300 SUBMITTALS 01400 QUALITY CONTROL 01410 TESTING LABORATORY SERVICES 01500 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 01600 MATERIAL AND EQUIPMENT 01700 CONTRACT CLOSEOUT 02060 SELECTIVE DEMOLITION 02200 EARTHWORK 02701 SUBDRAINAGE SYSTEMS 02831 CHAIN LINK FENCES AND GATES 02870 SITE FURNISHINGS 03100 CONCRETE FORMWORK 03200 CONCRETE REINFORCEMENT 03300 CAST -IN -PLACE CONCRETE 00005 - 1 z Z 00. 0) 0 J • = CO w w 0 L a i d = W z � 1- o Z I- U0 o � 0 F.- wW w z 0 z DIVISION 4 04100 04220 DIVISION 5 05120 05500 DIVISION 6 DIVISION 7 DIVISION 8 DIVISION 9 20 January 98 MASONRY MORTAR UNIT MASONRY METALS STRUCTURAL STEEL METAL FABRICATIONS WOOD AND PLASTICS 06112 FRAMING AND SHEATHING 06151 WOOD CHORD METAL JOISTS 06180 GLUED LAMINATED STRUCTURAL UNITS 06196 PLYWOOD WEB JOISTS THERMAL AND MOISTURE PROTECTION 07120 FLUID APPLIED ELASTOMERIC WATERPROOFING 07210 BUILDING INSULATION 07240 EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) 07412 METAL ROOFING 07510 BUILT -UP ASPHALT BITUMINOUS ROOFING 07600 FLASHING AND SHEET METAL 07722 ROOF HATCHES 07900 SEALANTS DOORS AND WINDOWS 08110 STEEL DOORS AND FRAMES 08305 ACCESS DOORS 08331 OVERHEAD COILING 08410 ALUMINUM ENTRANCES AND STOREFRONT 08710 DOOR HARDWARE 08721 AUTOMATIC DOOR EQUIPMENT 08800 GLAZING FINISHES 09110 NON -LOAD BEARING METAL FRAMING 09250 GYPSUM BOARD 09900 PAINTING 00005-2 DIVISION 10 SPECIALTIES 10210 METAL WALL LOUVERS 10441 ADDRESS SIGNS 10522 FIRE EXTINGUISHERS AND ACCESSORIES DIVISION 11 EQUIPMENT 11161 11164 11165 20 January 98 DOCK LEVELERS DOCK SEAL DOCK HOOD END OF TABLE OF CONTENTS 'laza0.10A �" `5tk,!'i`FJ,j(1 a�C'{i'ixiwYfW;ri 00005 - 3 END Sheet No, Architectural A1.0 D1.0 D1.1 D1.2 A1.1 A1.2 A1.3 A1.4 A1.5 A2.1 A2.2 A2.3 A2.4 A2.5 A2.6 A2.7 A2.8 A2.9 A3.1 A3.2 A3.3 A4.1 A4.2 A4.3 A4.4 A4.5 A4.6 A4.7 A4.8 A4.9 A4.10 A4.11 A4.12 A4.13 A4.14 A4.15 A5.1 A6.1 A6.2 A7.1 22 January 98 Title SECTION 00010 LISTING OF DRAWINGS Cover Sheet Site and Building Demolition Plan Site and Building Demolition Plan Site and Building Demolition Plan Site Plan Site Details Partial Site Plan Partial Site Plan Partial Site Plan Floor and Plaza Plans Floor and Plaza Plans Floor and Plaza Plans Canopy Ceiling Plans Canopy Ceiling Plans Canopy /Building Roof Plans Canopy /Building Roof Plans Building Area 2 Floor and Roof Plans Pad 'A' Building - Plans Exterior Elevations Exterior Elevations Exterior Elevations Wall Sections Wall Sections Canopy Sections Canopy Sections Canopy Sections Canopy Sections Canopy Sections Canopy Sections Canopy Sections Canopy Sections Canopy Sections Canopy Sections Canopy Sections Canopy Sections Canopy Sections Storefront and Door Schedule Roof Details Roof Details Exterior Details Date 01 -16 -98 01 -16 -98 01 -16 -98 01 -16 -98 01 -16 -98 01 -16 -98 01 -16 -98 01 -16 -98 01 -16 -98 01 -16 -98 01 -16 -98 01 -16 -98 01 -16 -98 01 -16 -98 01 -16 -98 01 -16 -98 01 -16 -98 01 -16 -98 01 -16 -98 01 -16 -98 01 -16 -98 01 -16 -98 01 -16 -98 01 -16 -98 01 -16 -98 01 -16 -98 01 -16 -98 01 -16 -98 01 -16 -98 01 -16 -98 01 -16 -98 01 -16 -98 01 -16 -98 01 -16 -98 01 -16 -98 01 -16 -98 01 -16 -98 01 -16 -98 01 -16 -98 01 -16 -98 Revision 00010 - 1 z Z cC W OJ N 0 w= J I, w 0 = d. I- w I Z �. F- 0 z F- ILI ill U 0 - 01-' w w F-_ /o w z i_ 0 I z Structural S0.1 General Structural Notes and Drawing Index 01 -16 -98 S2.1 Building Areas 1,2,3 Partial Foundation Plan 01 -16 -98 (Canopy Renovation) S2.2 Building Areas 3, 4 Partial Foundation Plan 01 -16 -98 (Canopy Renovation) S2.3 Building Area 1 Partial Foundation Plan 01 -16 -98 (Seismic Strengthening) S2.4 Building Area 2 Foundation and Roof Plan 01 -16 -98 S2.5 Building Area 3 Foundation Plan 01 -16 -98 (Seismic Strengthening) S2.6 Building Areas 1, 2, 3 Partial Roof Plan 01 -16 -98 (Canopy Strengthening) S2.7 Building Areas 3, 4 Partial Roof Plan 01 -16 -98 (Canopy Renovation) S2.8 Building Area 1 Partial Roof Plan 01 -16 -98 (Seismic Strengthening) S2.9 Building Area 3 Roof Plan (Seismic Strengthening) 01 -16 -98 S2.10 Pad 'A' Building Foundation and Roof Plan 01 -16 -98 S3.1 Exterior Elevation 01 -16 -98 S3.2 Exterior Elevation 01 -16 -98 S3.3 Exterior Elevation 01 -16 -98 S4.1 Not Used S4.2 Not Used S4.3 Canopy Sections 01 -16 -98 S4.4 Canopy Sections 01 -16 -98 S4.5 Canopy Sections 01 -16 -98 S4.6 Canopy Sections 01 -16 -98 S4.7 Canopy Sections 01 -16 -98 S4.8 Not Used S4.9 Not Used S4.10 Not Used S4.11 Canopy Sections 01 -16 -98 S5.1 Concrete Details 01 -16 -98 S5.2 Concrete Details 01 -16 -98 S6.1 Framing Details 01 -16 -98 S6.2 Framing Details 01 -16 -98 S6.3 Framing Details 01 -16 -98 S6.4 Framing Details 01 -16 -98 S6.5 Framing Details 01 -16 -98 z 6 J U. 00 w o. w La J CD LL: • g a N 7 . = a 1- w z � )- 0 ZF- ui 0 •o - ;. 0 w w : I F ui U= o ~• z 'vil C1.0 C1.1 C2.0 C2.1 C2.2 C3.0 C3.1 C3.2 C4.0 C4.1 C4.2 C5.0 C5.1 C5.2 C6.0 C6.1 C6.2 CS 1.0 CS 1.1 CS 1.2 CS 1.3 CS 1.4 CS 1.5 CS 1.6 CS 1.7 Landscape L1.1 L2.1 L3.1 L4.1 22 January 98 Civil Notes and Details Civil Details Site Dimensional Plan Site Dimensional Plan Site Dimensional Plan Site Demolition Plan Site Demolition Plan Site Demolition Plan Site Grading Plan Site Grading Plan Site Grading Plan Site Utility Plan Site Utility Plan Site Utility Plan Erosion Control Plan Erosion Control Plan Erosion Control Plan Civil Survey Civil Survey Civil Survey Civil Survey Civil Survey Civil Survey Civil Survey Civil Survey Landscape Concept Plan Landscape Concept Plan Landscape Concept Plan Plant Legend END OF SECTION 01 -16 -98 01 -16 -98 01 -16 -98 01 -16 -98 01 -16 -98 01 -16 -98 01 -16 -98 01 -16 -98 01 -16 -98 01 -16 -98 01 -16 -98 01 -16 -98 01 -16 -98 01 -16 -98 01 -16 -98 01 -16 -98 01 -16 -98 01 -16 -98 01 -16 -98 01 -16 -98 01 -16 -98 01 -16 -98 01 -16 -98 01 -16 -98 01 -16 -98 01 -16 -98 01 -16 -98 01 -16 -98 01 -16 -98 00010 -3 END v u LLO z w O z C. Report and log of test borings are for information and are not warranty of subsurface conditions. PART 1 - GENERAL 1.01 LABORATORY REPORT: SECTION 00220 SOIL INVESTIGATION DATA A. One (1) copy of the Soil Investigation Report dated September 23, 1997, prepared by GeoEnginerrs is attached herein. B. The Soils Report was not prepared by or for Benner Stange Associates Architects, P.C. It is solely the product of the Soils Engineer and Benner Stange Associates Architects, P.C. makes no warranty of the accuracy of completeness of the report. 1.02 CONTRACTOR INVESTIGATION: Prior to bidding, Contractor shall visit site and make their own subsurface investigation to satisfy themselves with soil and subsurface conditions. 22 January, 1998 END OF SECTION 00220 - 1 END - W 00 co 0 co w H cn u. wO u. a' = d. z o : z U � O N CI w W' H U. u- O w Z . U N I- ' O z G e o E n g I n e e r s Report Geotechnical Engineering Services Proposed Parkway Supercenter Tukwila, Washington September 23, 1997 For MBK Northwest File No. 1284-028-01 DRAFT ittr,sittt Dr• tit?: it.t; nrwrnwNnr+ m' v' n�vvcramw* Ynran?:,! eT..+ sraic:. tae�a^ nYr: r,? p; MiJ! a, ae+. 1:;;•+•; c: i! vt+ TMra• 7t7r. e;. R" s!) att,.. w�•... rr; ne•. W ;rvC.wn�u.,?+p: :;�•`s'_''tg °isk 7�ey.�.,e�t."t,�5t?rti., �: TJ z w ce 0 0 rn w � w 2 �Q Cl) = a . I z1.- 1- 0 z H U.1 uj U OC 0 I- =ui I- 1 0 w z !!)- 0 z �{ 4uS1V17 1 M.' 0' QF7 SfM lV.Hn> +n J^.�N•!rf:."4. repairs such as replacement of a portion of the mineral fill and pavement with a zone of lightweight fill might successfully stop or at least slow the recurring need for maintenance. 3. Complete a series of exploration borings at the locations of planned new construction to provide location- specific subsurface data for foundation design and performance analyses. 4. Drill four borings around the perimeter of the Pavilion building to assess subsurface conditions, perform field screening for possible contamination and, if judged necessary, install monitoring wells which would permit subsequent water sampling for chemical analyses. 5. Complete a series of laboratory tests on selected samples to provide grain -size, moisture - density and consolidation parameters for correlation with data from previous investigations in this area and for use in engineering analyses. 6. Develop specific design recommendations for new construction including foundation design criteria and any special site preparation requirements (such as preloading or surcharging of new building areas which have not been so loaded in the past). 7. Prepare a written report presenting the results of our study, including supporting field and laboratory data, for use by other members of the design team in preparation of construction documents and in support of the building permit application. 8. Provide consultation, as required by you or members of the design team during design and construction document preparation, to assist in the implementation of our recommendations as intended. SITE CONDITIONS AND BACKGROUND INFORMATION EXISTING SURFACE CONDITIONS In addition to the Pavilion building, the existing Parkway Plaza contains more than 25 retail tenants with surrounding parking lot and drive areas. With the exception of concrete aprons located near the existing loading dock areas, the parking lots are surfaced with asphalt concrete. The asphalt concrete located east of Southcenter Parkway exhibits little to no surface distress. On the west side of Southcenter Parkway, we observed relatively recent asphalt overlays in the parking and drive areas adjacent to the three northern buildings, Tony Roma•s, Ethan Allen Furniture, and Winners. We also observed settlement between the bottom of the siding of all the buildings and concrete or timber blocks placed in the landscaping. The magnitude of settlement appeared to be between 1 and 6 inches. We understand that the asphalt overlays are periodically placed as leveling courses due to the differential settlement occurring between the pile - supported structures and the adjacent ground surface. BACKGROUND INFORMATION - SURCHARGING AND FOUNDATION DESIGN Surcharge Significant surcharging to induce settlements of the underlying compressible soils has occurred across the Parkway Plaza site. Approximately 6 to 10 feet of surcharge fill was placed prior to construction of the central building (existing Sportmart), and between 4 and 12 feet of surcharge fill v e o E n g I n e e r s 2 File No. 1284 -028 -01 -1130 DRAFT .: xaY: fu^ T,`. m+. es.... a:. .- .�.+a4u�:!7d`Y.•rr.,.r^..e�,. k. �.fici�.!i'>F+!*mx.,'iaY�Nx': r.,t(�f't)1.+: �.1,� ;..f:nvfi+'S *.t�,.c ?n �.1� ��.7:�h!9�.r,.�...�.� CS:: ":�1 was placed at the location of the north retail stores prior to construction. The 12- foot - height of surcharge was realized from a fill stockpile situated in the northeast corner of the property. Specific information regarding the actual surcharge placed in the south portion of the plaza is not available, although information in our files indicates a minimum 3- foot -high surcharge was recommended for a period of 3 months. The significant height of the surcharge fill placed in the central and north areas was necessary to induce settlements during an accelerated project schedule. The duration of these surcharge fills ranged from about 30 to 45 days. For a typical preload program where the weight of the fill placed above finished floor elevations is roughly equivalent to the design floor loads, a preload duration between 3 and 8 months was anticipated. Actual measured settlement during the central surcharge program was close to the estimated values ranging from 8.5 to 13 inches for the 6- to 10- foot -high surcharge height. Foundation Design Previous foundation design criteria included the recommendation that footings be underlain by a minimum 4 -foot thickness of compacted structural fill for an allowable design bearing pressure of 2500 psf. A 4- to 6 -inch thickness of capillary break material was recommended for placement beneath the floor slabs. Rebar reinforcement was also recommended for constructing the floor slabs to help distribute loading conditions and reduce the risks of differential settlement. SUBSURFACE CONDITIONS Subsurface soil and ground water conditions were evaluated by reviewing the previous explorations completed at the site and by drilling eleven borings at the approximate locations shown on the Site Plan, Figure 3. Details of the field exploration program and the exploration logs are presented in Appendix A. The Site Plan also shows the locations of previous borings completed at the site. Subsurface conditions encountered in our borings are generally consistent with conditions encountered in previous explorations. In general, we encountered 2 to 10 feet of loose to medium dense silty sand and gravel fill overlying alluvial deposits. The alluvial deposits consist of very soft to soft silt and organic silt interlayered with loose silty sand and sand. The sand becomes clean and medium dense to dense at depths ranging from 30 to 50 feet below the existing ground surface. Field screening for possible contamination was completed on samples obtained from the four borings around the existing Pavilion building (GEI -5, GEI -6, GEI -9 and GEI -10). Soil samples were obtained at approximately 5- foot -depth intervals for field screening and soil classification. Field screening results did not indicate the presence of petroleum hydrocarbons in soil samples. A detailed description of the field screening techniques are provided in Appendix A. G e o E n g I n e e r s 3 WOW File No. 1284 -028 -01 -1130 + }'t4 ✓,r, pts.try,T ?{,:{ Y,gt.tYr °,•`h'. -M`R1 DRAFT { GROUND WATER CONDITIONS Ground water seepage was encountered about S to 9 feet below the ground surface in the borings drilled for this study. Based on our experience on numerous sites in this portion of the valley, 2 feet or more of seasonal fluctuation in the ground water level is typical. Also, during the wet time of the year, perched ground water is often encountered near the ground surface. Therefore, ground water seepage may be encountered in excavations made at the site. The contactor should be prepared to handle small quantities of ground water when excavating for footings or utility construction. CONCLUSIONS AND RECOMMENDATIONS GENERAL We conclude that the site is suitable for constructing the proposed redevelopment, provided a preload /surcharge program is completed within the new building areas to reduce postconstruction settlements to acceptable limits. We recommend that the new buildings be supported on shallow spread footings founded on a minimum of 3 to 4 feet of compacted structural fill. Provided there are not significant grade changes planned for the new theater, and finished floor and building loads are not higher than the existing Pavilion load conditions, a preload program is not considered necessary prior to constructing the new theater. Placement of fill above the existing grades and application of building loads in the new building areas will cause consolidation in the underlying silt and organic soils. Building fill pads and preload fill should be constructed far enough in advance of erection of the building walls, so that the majority of settlement due to these loads will have occurred before constructing footings. We recommend a 2- to 3- foot -high preload fill for a design floor load of 200 to 300 psf to reduce post construction settlements. To reduce the risk of inducing settlements in the existing structures, the preload fills will need to be gradually tapered to a height of zero feet immediately adjacent to the existing buildings. Because of the thickness and behavior of the underlying compressible soils at the site, the estimated preload duration is quite long. We estimate that the preload time will range from about 8 to 16 weeks. A shorter duration may be achievable if a surcharge fill is placed in addition to the preload fill. Recommended preload and surcharge configurations are discussed in more detail in a following section of this report. Assuming a finished floor grade near Elevation 22 to 23 feet (finished floor elevation on adjacent buildings), the existing fill soils beneath the asphalt pavement will provide an adequate fill pad for floor slab support over much of the site. However, the existing fill is relatively thin in the extreme south portion of the site. Excavation and replacement of soft/loose fill or native soils should be anticipated to construct the new building pads south of the existing Bon store. Also, excavation and replacement of loose fill will likely be required to construct the recommended minimum thickness of structural fill for support of perimeter footings across all of the site This may also be required for interior footings at some locations. The existing fill over much of the site was placed as structural fill. The fill was near optimum moisture content at the time of our explorations. We recommend that the G e o E n g I n e e r s 4 leifirgMYrfttril.e.VPMMWVA:1 �CP? .,.:!rryk».)•:7!q'^'sri� ,- vn:t:'>^.• File No. 1284.028 -01 -1130 DRAF 25'v. n.. z 1 z re J O U U CO Ili J F� • w w 2 g< co 3 = 1... w Z = 1— O w ~ w U 0 O N O t— ww t— u. O z U N P _ O ~ z density of the fill be determined as initial building pad preparation is begun to establish whether or not either recompaction or excavation and replacement of the fill may be required. The fill soils are extremely moisture - sensitive, and compactive efforts will only be effective during extended periods of dry weather. � r, c' uMrr!337 11133rZ,wm3,n:;v:. ,> frmyrur e'n ozet. i 5 File No. 1284 - 028 -01 -1130 DRAFT z w re 00 CO t = J w < co h- z � I-0 Z ~ 0 ( O H w W t--� V- w z 0 — F- 0 z Structural Fill During dry weather, structural fill placed at a depth more than 6 inches below slab subgrades can contain an increased fines content provided that the minimum recommended compaction criteria can be achieved. The maximum particle size in borrow material for general site grading should be limited to 4 inches. The pavement subbase and the upper 6 inches of building pad fill should consist of a well - graded, free - draining sand and gravel free of organic matter and debris. The sand and gravel fill should contain less than 5 percent fines (material passing No. 200 sieve) by weight relative to the fraction passing the 3/4 -inch sieve. The maximum particle size should be limited to 2 inches. If the fill is placed during wet weather, we recommend that the entire building pad fill be constructed of borrow soils having less than 5 percent fines. We should be provided samples of the proposed borrow material for evaluation prior to approving it as acceptable material. Structural fill should be placed in horizontal lifts which are 10 inches or less in loose thickness. During wet weather, the initial lift may need to be somewhat thicker in order to reduce the chance of pumping of the fine - grained subgrade soils and to provide adequate support for construction equipment. Within the building footprint area and within 2 feet of the finished subgrade surface for pavement areas, we recommend that each lift be uniformly compacted to at least 95 percent of the maximum dry density as determined in accordance with the ASTM D -1557 test method. For fill more than 2 feet below the finished floor slab or pavement grades, the compaction criteria can be reduced to 90 percent of the maximum dry density (ASTM D- 1557). The moisture content of the fill material may need to be adjusted to achieve the specified compaction. A representative from our staff should be present at the site to observe and evaluate fill placement and compaction operations, and to complete a representative number of in -place density tests to determine if compaction criteria are being achieved. Use of Existing Site Soils The existing fill can be reused as structural fill provided it is moisture - conditioned (aerated) and compacted, if needed, to meet the specified compaction criteria. Most of the surficial native soils contain substantial fines, are extremely moisture - sensitive, and have a natural moisture content considerably above that necessary to achieve compaction. As such, they will not be suitable for use as fill without prolonged aeration. SETTLEMENTS Placement of fill to establish design grades in lowlying areas and imposition of new building loads will cause consolidation in the underlying soils. Differential settlements will occur between areas which has previously been filled or surcharged and the adjacent, unfilled areas. Based on our review of previous surcharge programs, actual settlements, and additional laboratory consolidation tests, we estimate that 2 to 5 inches of settlement will occur as a result of the new planned areal floor loads ranging from 125 to 300 psf. Additional settlement as the result of new fill placed adjacent to G e o E n g I n e e r s , + RF• payr ..v.':xh <.. .. .., �.,.,., 6 File No. 1284 -028 -01 -1130 DRAF1 z a ~ w aa 1 JU O 0 • tu J H U) LL w I— w Z = t— I— w u i 0 N 0 1— W HU I O z U = ~ z the loading dock areas will also occur. Therefore, we recommend a preload program to induce the major portion of settlements that would otherwise occur during and following construction. A preload program is deemed necessary for all planned new construction except for the new theater. Because of the expected settlements, it is critical that building construction not be started until most of the settlement from the building pad and recommended preload fills has occurred. Because of the thickness and organic content of the compressible layer, a long and variable preload duration is anticipated. We estimate that 90 percent of the settlement should occur within about 8 to 16 weeks. It is possible to accelerate the consolidation by placing additional fill (surcharge) above the preload fill placed to simulate building loads. This is discussed in more detail in the following section. PRELOAD FILL We understand that floor loads are expected to range from about 200 to 300 psf and column loads are expected to be less than about 150 kips. The purpose of a preload program is to induce a major portion of the settlements which would otherwise occur when building and floor loads are applied. We recommend a one foot of preload fill be placed for each 100 psf design floor load. Preloading for the required time will significantly reduce potential differential settlements due to variability in areal loading and thicknesses of compressible soils. We estimate that the preload duration can be shortened to roughly half the duration if an additional surcharge fill of 5 feet is placed (a total of 8 feet above finished floor elevations). The crest of the preload /surcharge fill should extend to full height above the proposed finished floor elevation for a distance of at least 5 feet outside of the building footprints. If there are any areas of possible future building construction, the full height of the fill should extend for a distance of at least 25 feet outside of the building footprint. Preload fill need be compacted only to the extent necessary to support construction equipment. The preload surface should be sealed and crowned to promote runoff of surface water. Following the preloading period it will probably be necessary to export the fill from the site unless it can be used in any regrading of the portion of property being acquired to the south of South 180th Street. If the construction schedule can accommodate it, the preload material could be used on one building area and then moved to another to reduce the amount of excess fill to be removed after preloading. SETTLEMENT MONITORING In order to evaluate the magnitude and time rate of settlement of the building pad fill and the preload fill, we recommend that several settlement monitoring plates be installed prior to placing any new or additional fill in the planned building areas. An example of a suitable settlement plate and a description of monitoring procedures are presented in Figure 4. We recommend that settlement plates be placed approximately 25 feet in from each corner of the planned building footprint. We should be consulted on the number and spacing of settlement plates when the final building configurations have been determined. Initial elevation readings of the settlement plates must be obtained when they are G e o E n g l n e e r s 7 w:nPtr rn. roc 7.?. A File No. 1284 -028 -01 -1130 DRAFT z w —J C.) 00 co J = t— U) LL w gQ = • d Fw Z = H Z t— w w U� O N o ff w W u'O ili O ~ z installed and before any fill is_placed. If this is not done, the initial settlement behavior of the fill pad will not be recorded and the value of the observations significantly diminished in that neither the total magnitudes nor rates of settlement will be known. The elevations of the plates and the adjacent ground surface need to be determined twice each week during filling so that settlement progress in relation to the amount of fill in place can be defined. We recommend that readings be obtained weekly after completion of filling. We recommend that the readings be taken by the project civil engineer and the results forwarded to our office on the day of each reading for evaluation. The presence of the measurement rods which extend from the settlement plates through the fill will inhibit the mobility of earthmoving equipment to some extent. The contractor will have to exercise care to avoid damaging the rods. The construction documents should emphasize the importance of protecting the settlement plates and measuring rods from disturbance. SHALLOW FOUNDATION SUPPORT We recommend that the buildings be supported on shallow foundations supported on a pad of compacted structural fill as recommended in the "Earthwork" section of this report and as discussed below. Foundation construction should not be started until settlements from filling and preload operations are complete. However, the structural fill for footing support should be placed as part of the building pad earthwork to reduce the need for subsequent excavation. As discussed in the earthwork section of this report, we recommend that all footings be supported on structural fill extending to a depth of 3 to 4 feet below the footing subgrade elevation, depending on the column loading. We recommend that the compacted structural fill width at the base of the excavation for the structural fill extend a minimum distance of 3 feet beyond the planned edge of the footings. The requirements for overexcavation of existing soils and placement of structural fill for footing support should be determined and the work accomplished before placing the building pad fill. We recommend that a representative from our firm evaluate the soils exposed in these excavations before placement of structural fill to determine that the footing subgrade is acceptable. If excessively soft soils are exposed at subgrade level, additional excavation and replacement with structural fill may be necessary. We recommend that the bottom elevations of all exterior footings be a minimum of 18 inches below the lowest adjacent finished grade, while interior footings have a minimum embedment of 12 inches below the finished floor grade. We recommend that continuous footings and isolated column footings have minimum widths of 18 and 24 inches, respectively. Footings can be designed using an allowable soil bearing pressure of 2,500 psf for dead plus long -term live loads. This value may be increased by one -third when considering transient loads, such as wind or seismic. The weight of the footing and any backfill over the footing may be neglected in determining the applied bearing pressure. We estimate that the settlement of continuous strip and column footings will be on the order of G e o E n g I n e e r s 8 File No. 1284 -028 -01 -1130 DRAF. t ,4111' 'A.B:...: ?1•4r.rwr*,,, , rY.Y:i, 1C;;)'t tr Nw^ VP. Mv. rhSnS. ati?' +tV..'T4itflJ Y;C:1,11.yry ygr..ir ^ z w � o 0 III = t— w u - 2 a =w z I - 1- 0 zt- w w UC3 0-- CI I— w 0 .. z w U= O I— z T 1/2 to 1 inch for the assumed loading conditions providing preloading is completed as recommended. Differential settlements should not exceed about 3/4 inch in about 40 to 50 feet. These settlements should occur within several weeks after applying load to the footings. FLOOR SLAB SUPPORT All slab subgrade areas should be stripped of pavement and any landscaping materials, if present, and proofrolled or otherwise evaluated as recommended in "Site Preparation" before placing any fill. As discussed in the "Earthwork" section of this report, we recommend that floor slabs be underlain by a minimum of 18 inches of structural fill. The upper 6 inches of fill placed to form the building pad should consist of 3/4 -inch minus free draining sand and gravel with less than 5 percent fines. If fill placement and slab construction will proceed during extended periods of dry weather, the import fill placed below the upper 6 inches of slab subgrade can contain an increased percentage of fines, provided the fill can be compacted as recommended above. Because differential settlement is likely across the site, due to variable loading history and variable soil conditions, we recommend that floor slabs be constructed using reinforcement. A vapor barrier should be placed beneath all on -grade floor slabs where moisture control in the slab is critical (e.g., if tile or carpeting is to be glued to the slab). This vapor barrier should consist of polyethylene sheeting and should be overlain by a 2 -inch thickness of clean sand to protect it from damage during slab construction and to aid concrete curing. RETAINING WALLS We recommend that walls for loading docks or other building walls which will serve as retaining walls, be designed for lateral pressures based on an equivalent fluid density of 35 pcf (pounds per cubic foot). This value applies to walls not restrained against rotation when backfill is placed. The above - recommended lateral soil pressure does not include the effects of surcharges such as floor loads, traffic loads or other surface loading. Surcharge effects should be considered as appropriate. In settlement - sensitive areas (e.g., beneath on -grade slabs), the upper 2 feet of backfill for subgrade walls should be compacted to 95 percent of the maximum dry density determined in accordance with ASTM D -1557. At other locations and below a depth of 2 feet, wall backfill should be compacted to between 90 and 92 percent of ASTM D -1557. Measures should be taken to prevent overcompaction of the backfill against the wall. The recommended equivalent fluid density assumes a free - draining condition behind the wall. If any walls are placed where water may have access to the fill behind, drainage should be provided by placing an 18- to 24- inch -wide zone of sand and gravel containing less than 5 percent fines against the wall. Weep holes at about 4-foot centers at the base of the wall should be sufficient to drain water from exterior walls. Alternatively, perforated drainpipe could be embedded in the free - draining sand and gravel zone along the base of retaining walls to remove any water which collects in this zone. The drainpipe should be tightlined to an appropriate discharge point. G e o E n g I n e e r s arF; McS.sz:1 rie aviw . .f.avv r . x �, .Y s?..•.x.:igra; 9 File No. 1284- 028 -01 -1130 DRAFT z Q • ~ w re JU 0 rn W = J t— w gQ ▪ a w z � ZF- w U � O — 0 1— W I� L I O w z — I 0 z LATERAL RESISTANCE The soil resistance available to resist lateral loads is a function of the frictional resistance which can develop on the base of footings and slabs, and the passive resistance which can develop on the face of below -grade elements of the structure as these elements tend to move into the soil. For footings and floor slabs founded on structural fill placed and compacted in accordance with our recommendations, the allowable frictional resistance can be computed using a coefficient of friction of 0.35 applied to vertical dead load forces. The allowable passive resistance on the face of footings, grade beams or other embedded foundation elements can be computed using an equivalent fluid density of 300 pcf (pounds per cubic foot) (triangular distribution) if surrounded by structural fill compacted as recommended above and extending out from the face of the foundation element for a distance at least equal to two and one -half times the depth of the element. The above coefficient of friction and passive equivalent fluid density values include a factor of safety of about 1.5. PAVEMENT RECOMMENDATIONS Pavement subgrade areas should be stripped and proofrolled, or otherwise evaluated, as recommended in "Site Preparation." Assuming that proper site preparation is accomplished and a firm subgrade with the top 12 inches compacted to at least 95 percent of maximum dry density (ASTM D- 1557), the subbase layer can be eliminated. If there is insufficient fill presently in place to achieve this, we recommend a minimum 8- inch -thick subbase layer be provided beneath the base course of the pavement section. The subbase should consist of a 2 -inch minus sand and gravel with less than 5 percent fines. If there is insufficient existing fill and/or the native soils are soft, it will be necessary to increase the subbase thickness and possibly provide a geotextile separation layer. While we do not expect this to be the case on this site, the following recommendations are presented in case localized poor subgrade areas are encountered. It has been our experience that 12 to 24 inches of subbase overlying a geotextile separation layer is required on soft, wet soils, or during wet weather. Soft, wet soils should be expected at the ground surface in the low -lying areas of the site. The required subbase thickness will depend on the moisture content of the existing fill and native soils at the time of construction and should be evaluated at that time. To avoid the cost of additional overexcavation, these areas should be isolated from general construction activities to allow the soils to "heal" prior to paving. The recommended subbase thickness is not intended to nor will it support construction traffic. We recommend that the pavement section in automobile parking areas consist of a minimum of 2 inches of Class B asphalt concrete over a minimum of 4 inches of free - draining crushed rock. The free - draining crushed rock should be similar to Washington State Department of Transportation (WSDOT) Standard Specification 9 -03.9(3), except with less than 5 percent passing the U.S. No. 200 sieve. In roadway areas and pavement areas which will be subject to truck traffic, we recommend that the minimum thicknesses of asphalt concrete and crushed rock be increased to 3 and 6 inches, respectively. These design recommendations are predicated on construction of the pavement section G e o E n g l n e e r s 10 W , 't PePA ? i rtPe , tigigo. ` I' ht.Rn tf!" S .!1 h`^!5'fit.Tts'!K!��vS ^'nF�TV! :', 3YIiTyrs . "Snt;�T,.]<'hH'",.•..tiN, ? `.. .....y.� u�y .. File No. 1284 -028 -01 -1130 DRAF' z w t Q r J U U J 1— � LL w H ON OH = U u. O .z U = O~ z 11 File No. 1284 -028 -01 -1130 DRAFT p/ h+' i�dS!! i� ''��(+y(±Jya??,r.,t °•:, ^.;'k�; < �r�7'• is�tt"+ Hra: v+.7 �f.Yq� "nv9;`sPi!g4�`p?%.�;T':LQ z w d � JU 00 c o U) J I" 0 0 uQ rn� = Z I- 0 z 0 O O I— w w I L. O .z = 0~ z liquefaction. We have made a preliminary evaluation of the liquefaction potential at this site based on subsurface information obtained in the borings. Based on the data obtained for this site, the interbedded silt layers have a low risk of liquefaction. However, the loose - to medium -dense sandy soils encountered below the water have a high -to- moderate risk of liquefaction, respectively. Layers of loose silty sand were encountered below the water table in several of the explorations. The sand typically graded to dense below a depth of about 40 to 50 feet. Because of the variable thickness of liquefiable soil across the site, it is likely that several discontinuous zones could liquefy causing isolated areal subsidence. Because the floor slab and foundation elements will be supported on a mat of densely compacted structural fill that will be above the highest probable ground water level, significant differential subsidence due to liquefaction is not expected. Specifically, this site will have a nonliquefiable soil cap with a thickness to about 8 to 15 feet. Therefore, abrupt differential settlements of high magnitude are not expected, although settlement could occur and cause distress to the structures during a large seismic event (magnitude 6.5 or greater), or a long duration event. To reduce the potential for differential settlements (more than can be accomplished with a structural fill building pad), three options can be considered. The first option, which is the most economical and provides some protection against minor earthquake shaking, consists of tieing the foundations together with grade beams. The second option consists of supporting the structures on piles which would afford more protection against earthquake - induced differential settlements. The third option consists of general site improvement by densifying the building pad areas, thereby reducing the potential for settlement. We are available to discuss the relative merits of each of these options with you should you decide to pursue an increase in protection to the structures against potential settlement damage due to an earthquake. Site Coefficient Based on our subsurface explorations and our experience in the area, the recommended Uniform Building Code (1994) soil profile type is S for a corresponding site coefficient of 1.5. CONSTRUCTION MONITORING The site preparation and earthwork phases of construction are critical to the successful completion of this project. We recommend that GeoEngineers be retained to provide monitoring and testing services during the site work and foundation installation to assess when the preloading has been successfully completed, and to determine if the work is completed in general accordance with the intent of our recommendations. These services should include monitoring of the site preparation and proofrolling to advise on any remedial work that may be needed to repair areas of subgrade, observation and testing during filling, review of settlement marker data (the surveying would be done by others) to advise when the majority of the settlement has occurred, observations during footing G e o E n g 1 n e e r s 12 File No. 1284 -028 -01 -1130 DRAF . En. z z ~ w tY 2 0 0 U) 0 J t— • LL w u _ = • d 1— w Z = 1-0 Z H W n 0— w ' L i O w = 0 z subgrade preparation, and final subgrade preparation for floor slab and pavement areas. LIMITATIONS We have prepared this Report for use by MBK Northwest and other members of the project team for use in the design of a portion of this project. The report is not intended for use by others and the information contained herein is not applicable to other sites. The data and report should be provided to prospective contractors for estimating purposes, but our report, conclusions and interpretations should not be construed as a warranty of the subsurface conditions. The site redevelopment was in the preliminary design stages at the time of this writing. When the design has been finalized, we recommend that our firm be retained to review the final design and 'specifications to see that our recommendations have been interpreted and implemented as intended. Our scope 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 probable variations in subsurface conditions between the explorations and variations which are also possible over time. A contingency for unanticipated conditions should be included in the budget and schedule. Sufficient monitoring, testing and consultation should be provided by our firm 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. DCO:JKT: Document ID: 1284028.R G e oE n g i n e e r s • 0 13 Within the limitations of scope, schedule and budget, our services have been executed in accordance with generally - accepted geotechnical practices in this area at the time the report was prepared. No warranty or other conditions, express or implied, should be understood. Respectfully submitted, GeoEngineers, Inc. Debra C. Overbay, P.E. Senior Engineer Jack K. Tuttle, P.E. Principal File No. 1284-028 -01 -1130 DRAFT z 1 Z UO N o CO Ill J 1— U) u. w O g< N O � z = 1- O w ~ U 0 O - c H wW 1-- LLO w z rn 0 z 172ND uoo Sr Sice 27 S 167Th ST 168Th ST HEs dTS S ^ 172ND PL PINY rims MS BAKER BL 81ST sr NTON NC I J 154T - ` • °�— 175TH S 156Th S 184TH Sr —I S 184TN __.... vutEr> s =n s 1 3laSniST•• .,° RIDGE* 86T — 4 xi PARK 2 . rid [ PARK . t 187TH S - ST n! Riot t � HS , 4• • :• . f Nr r, �z 00 /� i Si ST : - - - -N Jf ST r :0 rYi < 9< n: S < .� «_- ^ � �.. I 19TH ' ^ - ` •� SCALE IN FEET It is unlawful to copy or reproduce all or any part thereof, Reproduced with permission granted by THOMAS BROS. MAPS. This map is copyrighted VICINITY MAP FIGURE 1 SPRING9ROOK GREENBELT by THOMAS BROS. MAPS. S 188TH ST S 196TH ST ttnn whether for personal use or resale, without permission. •"2 Z W dd � J O 00 CD CI W = W LL u) = W F- = Z F. I— 0 Z 1- W uj O - 17I— WW H- IL O w, iz O~ Z DRUG EMPORIUM ACTH! THEATER SURPLUS LAND ETHAN ALLEN C OMPUSA SPORTMART 207,120 SF 0111111/11111111111 1111111 // 1111 I PN�Nii //0/000/ ��� a pAaKwAy SO�tNCENTE 1111111)1111 11111I1111I1 111111 1111111111111111 1111111 111 THE BON LLWIlilllr TONY ROMA SITE PLAN (EXISTING PARKWAY PLAZA) REFERENCE Drawing provided by MBK Northwest "lxx d ' ' "'t�uNf✓ utiA : ; ti"7�? (b A:::bi {'1: 0 200 SCALE IN FEET Geol 400 EXISTING SITE PLAN F • ••" E 2 RAFT Z t- W 0 W W' ' co W O; g Q = C'J i ? 1— O 2 DI zl- .0 'O N = U. . Z. W N ' .O z • • III111 IIIIIR 11n- PARCEL 'A' ; N1UIINhI1N1Ig11111IITfTTT -- - - - - -- � - -- --- 1 UnII t1 i 72 I 1 1`NU� L'.1 ztner.=.: IS US SP 1 11 i Ii I 1 I m�*tn • 1 ; nlnl«9 r ijnri Tg r c ■ [1111111 r L I Terry } eri4u :1111( TENANT l:w•r. GEI�2 CO P 3.0.0 SP GEI -3 72 -2 TENANT REFERENCE: Drawing by Benner Stange Associates dated 05/30/97 MSS ILIT SP.. nn n. C Clln. n1:1 • o � Ufa SAUL mmtmtt7 B -1 E COST PLUS KnAUSE MICHAEL'S S 0. 3U •... i 77 / E DON liM•f /. ••• 6:30 f/ . ..••..72` 6 r -_- 63 -h 3 1111111n11IIIl1I 1111111N111IIIIIIInN mm�mnnnnr)_ F1 -5 ' 0 -3 npEA SEn OTTHIUI1R1111111ifOOlIO U TIni1-11II1I1111llifff1ll1llhfllfo EXPLANATION 415• GEI -5 - • 72 -1 76 -2 63 -1 GcojEn ineers nnnnlnnnrthun tool 0 ■ Et -9 200 SCALE IN FEET PARCEL 'b 1I Jnu:4uit nine I lili:1 f DRAFT 400 1 BORING COMPLETED BY GEOENGINEERS - SEPTEMBER 1997 BORING COMPLETED BY DAMES AND MOORE - 1963 TO 1976 PROPOSED REDEVELOPMENT PLAN FIGURE 3 ITIMAIIMMJNIVAAVYMelFrN ~ z d � J U 00 co o. U) W . J H' • LL WO u. D. a 1 W Z 2 0 '. W W U O - 0 H UJ 1— .. z U= O ~. z Existing Ground Surface Coupling Welded to Plate Measurement Rod, 1/2 -inch- diameter Pipe or Rebar , �, / /\. I!\\... I" Sand Pad, if Necessary (Not to Scale) 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. Geo kO Engineers 5. The elevations should be referenced to a temporary benchmark located on stable ground at least 100 feet from the area being filled. Settlement Plate, 16 "x16 "x1/4" SETTLEMENT PLATE DETAIL FIGURE 4 DRAFT I_ Casing, 2- inch - diameter Pipe (set on plate, not fastened) z w re 2 -J U U cn J = CO Li. WO g Q N 3 Z a . W z � z I- w 0 o— O I- W W ! IL O ui U 22 . o � z APPENDIX A SUBSURFACE EXPLORATIONS AND LABORATORY TESTING SUBSURFACE EXPLORATIONS Subsurface conditions at the project site were explored by drilling eleven borings at the approximate locations shown in Figure 3. The explorations were located in the field by pacing from existing site features. The borings were drilled between August 29, 1997 and September 5, 1997 using hollow -stem auger drilling equipment. Because much of the development is currently occupied with retail tenants, the borings were drilled during restricted work hours between 8pm and loam. Soil samples were obtained from the borings using a 3- inch - outside - diameter split- barrel sampler driven into the soil with a 300 -pound hammer free - falling 30 inches. The number of blows required to drive the sampler the last 12 inches, or other indicated distance, is recorded on the boring logs. The borings were continuously monitored by a representative from our firm who examined and classified the soils encountered, obtained representative soil samples, observed ground water conditions, and prepared a detailed log of each exploration. Soils were visually classified in general accordance with ASTM D- 2488 -90, which is described in Figure A -1. An explanation of the boring log symbols is presented in Figure A -2. The logs of the borings are presented in Figures A -3 through A -13. The logs are based on our interpretation of the field and laboratory data and indicate the various types of soils encountered. They also indicate the depths at which these soils or their characteristics change, although the change might actually be gradual. If the change occurred between samples in the borings, it was interpreted. LABORATORY TESTING All soil samples were brought to our laboratory for further examination. Selected samples were tested to determine moisture content, dry density, and grain size characteristics. The results of the moisture content and dry density tests are presented on the boring logs. Results of the grain size analyses are presented on Figures A -14 and A -15. Two one - dimensional consolidation tests were performed on selected samples from the borings to measure the dimensional and time -rate compressibility characteristics of representative fine - grained soil samples. The consolidation test results are presented in Figures A -16 and A -17. FIELD SCREENING OF SOIL SAMPLES A GeoEngineers representative conducted field screening on soil samples obtained from the subsurface explorations located around the Pavilion building (borings GEI -5, GEI -6, GEI -9, and GEI - 10). Field screening results are used as a general guideline to delineate areas of possible hydrocarbon G e o E n g l n e e r s � -"""• '� A!1 `V.114?PA':,bri1144HW .'k ?s�".�?7W,1•At INT5, 1 np70, Y.Tx,,AW,'irtniN{!:yrirt2.sM 1 7R. File No. 1284 -028 -01 -1130 DRAFT ' VV. n` t!+v?rt:a;?�14.ti•N3¢la"n�Y i' SX x t'? ia: s:±: unt. nt"• YyRtCq' vrc }TM�;'^at.'>.k'H`h'�'af,'�Y..:, Cjv N( z w 6 O 0 rn� w J 1- N LL w � j c12 1- • w z'- 1- 0 Z ~ w 0 O — 0 I- OW U- O wz 0 0~ z G e o E n g l n e e r s contamination in soils. The field screening methods used include (1) visual examination, (2) sheen screening, and (3) headspace vapor screening using a Bacharach TLV Sniffer calibrated to hexane. Visual screening consists of inspecting the soil for stains indicative of hydrocarbon contamination. Sheen screening and headspace vapor screening are more sensitive screening methods that have been effective in detecting hydrocarbon contamination at concentrations less than regulatory cleanup guidelines. Sheen screening involves placing soil in a pan of water and observing the water surface for signs of sheen. Sheens classifications are as follow: No Sheen (NS) No visible sheen on water surface. Slight Sheen (SS) Light, colorless, dull sheen; spread is irregular, not rapid; sheen dissipates rapidly. Moderate Sheen (MS) Light to heavy sheen; may have some color /iridescence; spread is irregular to flowing, may be rapid; few remaining areas of no sheen on water surface. Heavy Sheen (HS) Heavy sheen with color /iridescence; spread is rapid; entire water surface may be covered with sheen. Headspace vapor screening involves placing a soil sample in a plastic sample bag. Air is captured in the bag and the bag is shaken to expose the soil to the air trapped in the bag. The probe of a Bacharach TLV Sniffer is inserted in the bag, and the device measures the concentration of combustible vapors present within the sample bag headspace. The TLV Sniffer measures combustible vapor concentrations in ppm (parts per million). The TLV Sniffer is designed to quantify combustible gas concentrations up to 10,000 ppm. Field screening results are site - specific. The results vary with ambient air temperature, soil type, soil moisture and organic content, and type of contaminant. 2 File No. 1284 -028 -01 -1130 DRAF DRAF SOIL CLASSIFICATION SYSTEM MAJOR DIVISIONS GROUP SYMBOL GROUP NAME COARSE GRAINED SOILS More 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 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 50% 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 Limit 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 MOISTURE MODIFIERS: 1. Field classification is based on visual examination of soil Dry - Absence of moisture, dusty, dry to the touch in general accordance with ASTM D2488 -90. Moist - Damp, but no visible water 2. Soil classification using laboratory tests is based on ASTM D2487 -90. Wet - Visible free water or saturated, usually soil is obtained from below water table 3. Descriptions of soil density or consistency are based on interpretation of blow count data, visual appearance of soils, and /or test data. • .. , Geo /' Engineers SOIL CLASSIFICATION SYSTEM FIGURE A -1 .. ,.«... •- .. «.....nn.m.as:.s:.ye[++r -+� �k.r :.��wn,..x. n .m. �.»«.. +.e• ern.. re.» ��,.. s. ev.>: m; vMVSat• srmr.• rs.,; ie aw. a . sr••7.:y:..ntsy {y ?t;+sa;'?3t': ^+a�iS:•: }rR' +."f';tC+ti"A - a..,>''gg".7, 17J fi +«�Lti,',1:'. ".1 • Z 1 W 1 00 co J fn LL W0 ga N Z d . H Z I- 0 Z H W DO U 0 to WW H - LL W U= 0 F- z DRAF1 LABORATORY TESTS AL Atterberg Limits CP Compaction CS DS GS %F HA SK SM MD SP TX UC CA 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. a SOIL GRAPH: 22 I SM Soil Group Symbol (See Note 2) 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 17 o Location of sampling attempt with no recovery �0 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. Geo „;;Engineers KEY TO BORING LOG SYMBOLS FIGURE A -2 ht + z w re 00 0 ww . -J w w O. 2 u. = w z± F- O w I. 2 p U O N 0 I- w w . H u- O w z U O ~' z . ONO i' N 2 d 0 2 0 cn o m N 7 CO N N Moisture Dry Content Density Blow Group o Lab Tests (%) (pcf) Count Samples Symbol 5— 10— 15— w W LL ? - 20- 25— 30— 35— 40 — TEST DATA MD 16 118 MD 34 87 10 9 16 9 5 3 6 14 ■ 2 ■ Geo �Engineers Note: See Figure A -2 for explanation of symbols BORING GEI -1 DESCRIPTION Surface Elevation (ft.): ASPHALT 2 inches asphalt concrete GM Brown silty fine gravel with sand (medium dense, moist) (fill) SM Gray and brown silty fine sand with occasional gravel (loose to medium dense, moist) (fill) ML Gray fine sandy silt (stiff to medium stiff, wet) SP Dark gray fine to medium sand (medium dense, wet) SM Gray silty fine to medium sand with occasional gravel (very loose, wet) LOG OF BORING FIGURE A -3 DRAOT 0 — —10 — 15 — 20 —25 — 30 —35 — 40 ; 40 — 45 — 50 — 55 — U . - Lu 60 — 65 — 70 — 75 — 80 — TEST DATA Moisture Dry Content Density Blow Group Lab Tests (%) (pcf) Count Samples Symbol MD 29 96 3 6 38 0 0. C 0 0 C .0 Note: See Figure A-2 for explanation of symbols Geo � Engineers BORING GEI-1 (Continued) Becomes loose DESCRIPTION GP-GM Gray fine to coarse gravel with silt and sand (dense, wet) Boring completed at 54.0 feet on 09/04/97 Ground water encountered at approximately 8 feet during drilling LOG OF BORING FIGURE A-3 DRAFr: —40 — 45 — 50 —55 —80 — 65 — 70 — 75 — 80 Azteat..Viargoi.a.u,iiszo 444 Lfl 0 w0. cow u_ w 0 g u_ < I— al Z I— 0' Z I—, ui 0 — CI u i I 0 I— rz , 0 Z 0 1- z • I N 0 ss v 10— 15— w W LL z x _ a 20— 25— 30— 35— 40 — MD TEST DATA BORING GEI -2 Moisture Dry Content Density Blow Group Lab Tests ( %) (pcf) Count Samples Symbol MD 19 111 SM 66 MD 58 61 36 4 2/18' 8 4 3 ■ 2 4 22 ■ r Note: See Figure A -2 for explanation of symbols ASPHALT GP -GM SM ML ML DESCRIPTION Surface Elevation (ft.): 2.5 inches asphalt concrete Grayish brown fine gravel with silt and sand (medium dense, moist) (fill) Gray silty fine sand with occasional gravel and wood fragments (dense, moist) (fill) Gray silt with occasional gravel and organic matter (soft, wet) (fill) Gray organic silt (very soft, wet) SP -SM /ML Dark gray fine sand with silt interbedded with gray silt (loose, wet) ML Gray and brown silt (soft, wet) SP Dark gray fine to medium sand (very loose, wet) ML Gray organic silt (very soft to soft, wet) SP Dark gray fine to medium sand (medium dense, wet) DRAFfT — 5 — 1 —15 —20 — 25 — 30 — 35 — 40 Geo O Engineers LOG OF BORING FIGURE A -4 Z ~ W re J 0 0 0 . W W J F , co W WO g Q. CO = W iL =. Z �. I— O Z I—' uj .W U0 'O N 0 l—, W W U. 6 O . W Z H O~ Z LU LU U. i - u4 60— Geo ',.:Engineers LOG OF BORING FIGURE A-4 Moisture Dry Content Density Blow Group Lab Tests (%) (pcf) Count Samples Symbol 40— 45 — 50— 55 — 85 — 70— 75 — 80 — TEST DATA 15 18 Note: See Figure A-2 for explanation of symbols BORING GEI-2 (Continued) DESCRIPTION Boring completed at 49.0 feet on 09/05/97 Ground water encountered at approximately 6 feet during drilling DRAF_ 40 —45 — 50 — 55 —80 — 65 — 70 — 75 — 80 4 U Moisture Dry Content Density Blow Group Lab Tests (%) (pct) Count Samples Symbol 0— 5— 10— 15— w w z _ - t k i 20— 25— 30— 35 — 40-- TEST DATA MD 27 95 MD 212 24 MD 37 81 2 14 ❑ 57 ❑ 9 ❑ 11 ■ 3 2 ■ 11 ■ 32 0 0 0 c c : OL �✓ ML ML I Note: See Figure A -2 for explanation of symbols ASPHALT GP -GM BORING GEI -3 DESCRIPTION Surface Elevation (ft.): 1.5 inches asphalt concrete Brown fine gravel with silt and sand (medium dense, moist) (fill) Gray sandy silt with gravel (medium stiff, moist to wet) (fill) Blow count not representative SP Dark gray fine to medium sand (medium dense, wet) Brown and gray organic silt with wood fragments (very soft, wet) Light gray silt with lenses of silty fine sand and a trace of organic matter (very soft to soft, wet) SM Dark gray silt (medium dense to dense, wet) SP Dark gray fine to medium sand (dense, wet) Geo Engineers LOG OF BORING FIGURE A -5 DRAFT —0 — 5 — 10 —15 • — 20 — 25 —30 — 35 — 40 Z . W: re : 00: to 0: W= J h- W tL W gQ 2 d y. Z � I- 0 W ~ 2 U 0' 'O 0 F' W I H . ill Z U= O ~ Z LOG OF BORING FIGURE A -5 Moisture Dry Content Density Blow Group 40— Lab Tests ( %) (pcf) Count Samples Symbol 45 — 50— 55— 60— 65 — 70— 75— 80— TEST DATA 31 27 Note: See Figure A -2 for explanation of symbols Geo Engineers BORING GEI -3 (Continued) DESCRIPTION Boring completed at 49.0 feet on 09/04/99 Ground water encountered at approximately 7 feet during • drilling DRA — 40 —45 — 50 —55 —60 —65 — 70 —75 — 80 :'uc5sr'..v.L • kuall Pal N m y U N 'CO 0 CO N l e 13 . N IN Geo ) Engineers LOG OF BORING FIGURE A -6 10— 15— 25— 30— 35— 40 — TEST DATA Moisture Dry Content Density Blow Group Lab Tests (%) (pcf) Count Sam . les Symbol MD 18 112 MD 18 112 14 13 9 6 2/18" 4 2/18" 2 14 0 o C 0 o' c .0 o c 0 l Note: See Figure A -2 for explanation of symbols ASPHALT GM SM BORING GEI -4 DESCRIPTION Surface Elevation (ft.): 2 inches asphalt concrete Brown silty fine gravel with sand (medium dense, moist) (fill) Gray silty fine to medium sand with gravel (medium dense, moist to wet) (fill) ML Gray sandy silt with gravel (medium stiff, moist to wet) (fill) ML Gray silt with a trace of organic matter (very soft to soft, wet) SM Gray silty fine to medium sand with gravel (very loose, wet) GP -GM Gray fine gravel with silt, sand and a trace of wood fragments (medium dense to dense, wet) 41.%ci lam% DRAFT —0 — 5 —10 — 15 — 20 — 25 —30 — 35 — 40 40-- 45 — 50— 55— W LL x _ `j' 60— 65 c0 2 U 03 fV 2 70-- i 75— 80 — TEST DATA BORING GEI -4 (Continued) Moisture Dry Content Density Blow Group Lab Tests (%) (pcf) Count Samples Symbol 31 U 0 0 • 0 0 0 0 0 . 0 0 .0 0 .o c c c c C c c Note: See Figure A -2 for explanation of symbols DESCRIPTION Boring completed at 47.5 feet on 09/04/97 due to caving soils Ground water encountered at approximately 7 feet during drilling t DRAFT' -' '- 40 — 45 — 50 —55 —80 — 65 — 70 —75 — 80 • Geo Engineers LOG OF BORING FIGURE A -6 *,r t•4 N 0 rl - 0 m N 0 m N t 5— 10 — 15— 20— 25 — 30— 35— 40 — TEST DATA BORING GEI -5 Moisture Dry Content Density Blow Group Lab Tests (%) (pcf) Count Samples Symbol MD 29 95 MD 56 63 6 2 2/18" 2 3 12 9 12 12 3 0 0 0 0 ML J Note: See Figure A -2 for explanation of symbols DESCRIPTION Surface Elevation (ft.): ASPHALT 4 inches asphalt concrete GP Brownish gray fine gravel with sand (medium dense, moist) ML (fill) Gray silt with gravel (medium stiff, moist to wet) (fill) Gray organic silt (very soft, moist to wet) ML Gray fine sandy silt (very soft to stiff, wet) SP /SM Gray fine sand with a trace of silt with lenses of silty fine sand (loose to medium dense, wet) SP Dark gray fine to medium sand (medium dense, wet) DRAFfT 0 —5 —10 —15 — 20 —25 —30 — 35 —40 Geo Engineers LOG OF BORING FIGURE A -7 N f ' U Z 40 45— 50— 55— w 60 — 65 — 70—+ 75— 80 — TEST DATA BORING CEI -5 (Continued) Moisture Dry Content Density Blow Group Lab Tests (%) (pcf) Count Samples Symbol 24 ■ 13 26 13 Note: See Figure A -2 for explanation of symbols DESCRIPTION Boring completed at 56.5 feet on 08/29/97 Ground water encountered at 9.0 feet during drilling DRAB' �- 40 —45 — 50 — 55 — 60 — 65 — 70 — 75 — 80 Geo Engineers LOG OF BORING FIGURE A -7 SmN Z re W 6D -a C.) 00. to Q. J � LL W O, I L co ; O N 0 W W. 4.- f'' O Z 0 1 " O ~ Z 2 0 • 2 ; 0 -a 0 Moisture Dry Content Density Blow Group Lab Tests (%) (pcf) Count Samples Symbol 0 — 5 — 1 0 — 1 5 — 2 0 — 25 — 3 0— 35 — 4 0 — TEST DATA MD 10 96 MD 39 80 MD 26 92 MD 33 87 9 1/18" 2 2/18" 5 5 4 16 18 Note: See Figure A-2 for explanation of symbols BORING GEI-6 aVa DESCRIPTION Surface Elevation (ft.): ASPHALT 2 inches asphalt concrete GM Brown and gray fine gravel with sand (medium dense, moist) SM (fill) Gray and brown silty fine sand (loose, moist) (fill) ML/SM Gray organic silt (very soft, wet) SM Gray silty fine sand (loose, wet) ML Gray fine sandy silt (medium stiff, wet) SM Gray silty fine sand (medium dense, wet) ML/SM Gray silt interbedded with silty fine sand (stiff/medium dense, wet) Boring completed at 39.0 feet on 09/03/97 Ground water encountered at approximately 5 feet during drilling DRAT — 5 — 10 —15 — 20 — 25 — 30 —35 —40 Geo ;.Engineers LOG OF BORING FIGURE A .8 . 10— 15— W W - LL z - x a u ' 20— 25— 30— 35— 40 — TEST DATA MD 77 58 MD 58 68 18 38 11 Geo Engineers LOG OF BORING FIGURE A -9 Moisture Dry Content Density Blow Group Lab Tests (%) (pcf) Count Samples Symbol 2/18" I I 0 0 0 C Note: See Figure A -2 for explanation of symbols ASPHALT GP -GM BORING GEI -7 Imoo ai 05amgO n es era eMet W4i/! A. 141RMARJON%WVNF'c!II1g1. 1.11.1R44 DESCRIPTION Surface Elevation (ft.): 3 inches asphalt concrete Brown fine gravel with silt and sand (medium dense, moist) (fill) SM Gray silty fine sand with organic matter (loose, moist) (fill ?) ML Gray organic silt (very soft to medium stiff, moist to wet) Grades with lenses of fine sandy silt SP Black fine to medium sand (medium dense, wet) ML Gray silt (medium stiff, wet) SP Black fine to medium sand (dense, moist) SM Gray silty fine sand (medium dense, moist) DRAFT' —0 —5 — 10 —15 — 20 — 25 —30 — 35 —40 Z H Z . fY W 00 fA 0 W O LL- Q M a H = Z � ZO u l n U 0. O N: 0 1— W W` - U L I O W Z U — F.: _ 0 F- Z 1 0 I r. 17 40 — 45 — 50 — 55 — 60 — 65 — 70 — 75 — 80 — Lab Tests TEST DATA BORING GE-7 (Continued) Moisture Dry Content Density Blow Group (%) (pcf) Count Samples Symbol 2 1 0 16 1 Note: See Figure A-2 for explanation of symbols DESCRIPTION ML Dark gray silt (very soft, wet) SM Gray silty fine sand (medium dense, wet) Boring completed at 51.5 feet on 09/02/97 Ground water encountered at approximately 5 feet during drilling DRAFT —40 — 45 —50 —55 — 60 — 65 —70 —75 — 80 Geo j Engineers LOG OF BORING FIGURE A-9 • '" ^' " ' 6XNAggird doZe4,' ....:114:4;rae.21111ri ,. 25 — a) 10— 15- 1 W W- W z_ - x 20— 30 — 35— 40 — TEST DATA BORING GEI -B Moisture Dry Content Density Blow Group Lab Tests (%) (pcf) Count Samples Symbol MD, 40 77 CS MD 42 80 37 83 2 ■ 2/18' 2 ■ 2 4 17 ■ 15 ■ 3 22 8 I- Note: See Figure A -2 for explanation of symbols Geo ', Engineers 0 DESCRIPTION Surface Elevation (ft.): ASPHALT 2.5 inches asphalt concrete GP -GM Gray fine gravel with silt and sand (medium dense, moist) (fill) ML /SM Gray silt with sand interbedded with brown and gray silty fine sand (very soft/very loose, moist) ML Brown and gray silt with a trace of organic matter (very soft, moist) ML SP Gray and black fine to medium sand (loose to medium dense, moist) J SM Grayish brown silty fine sand (very loose, wet) Gray silt (soft, wet) Wood (tree stump ?) Brown silt (very soft, wet) LOG OF BORING FIGURE A -10 DRAT' —5 — —15 —20 —25 —30 —35 —40 MRfl� 7 f Pomovirarvre 4 orvomesercrwrsmowcontooltwefiMvel7 inaysfnFonr Z W cc JU U 0, 0 (.0 =' J 1 N u W 2 J H = I . i- ZZ Ill la H. U O — 0 H = V,. H _ . LU Z O Z s,� WAR y 2 N 2 0 0 co 0 N 45 — 50— 55— 65-- 70— 75— 80— TEST DATA Moisture Dry Content Density Blow Group Lab Tests (%) (pcf) Count Samples Symbol 40 6 ■ 29 Note: See Figure A -2 for explanation of symbols L Geo Engineers BORING GEI -8 (Continued) DESCRIPTION Boring completed at 46.5 feet on 09/02/97 Ground water encountered at approximately 5 feet during drilling FIGURE A -10 DRAFT 40 — 45 — 50 —55 — 60 — 65 — 70 —75 — 80 LOG OF BORING r:t(: ���:4i ;. .,:a,tii:cya+.Y: YSiiia :i �+ra+k +f.: lntftisf kVI" Z QQ 2 JO 00 y 0 , L - 1 -1 1 W: N LL, W O . g Q N d I- W. I— O Z H: al ILI 2 0 : U 0, 0 I-; W W. Z LL O . ti. Z. -: O Z I U) U m 2 10— 15— W 25— 30— 35 — 40— CS TEST DATA BORING GEI -9 Moisture Dry Content Density Blow Group Lab Tests (%) (pcf) Count Samzles Symbol 46 74 MD 38 81 5 2 3 2 2 4 13 18 5 Geo � Engineers 0 0 ASPHALT GP -GM SM ML Gray silt with fine sand (very soft, moist) SP SM I l Note: See Figure A -2 for explanation of symbols 2.5 inches asphalt concrete Gray and brown fine gravel with silt and sand (medium dense, moist) Brownish gray silty fine to medium sand with gravel (loose, moist) (fill) Gray fine sand with a trace of silt (very loose, wet) Gray silt with a trace of fine sand (soft, wet) Gray silty fine sand (very loose, wet) SP Gray fine sand (medium dense, wet) ML Gray silt (soft, wet) DESCRIPTION Surface Elevation (ft.): SM Gray silty fine sand (medium dense, wet) LOG OF BORING FIGURE A -11 DRAFT'. -5 — —15 — 20 —25 — 30 —35 — 40 Geo Engineers LOG OF BORING FIGURE A -11 40— 45— 50— 55— 65— 70— 75— 0 r 9 co 0 �O m I 80— N Lab Tests TEST DATA Moisture Dry Content Density Blow Group ( %) (pct) Count Samples Symbol 17 ■ Note: See Figure A -2 for explanation of symbols n}a �'�l.u' :�:: t'riz'k /173U7 Ti4. �W' w++ rra.awHC.Mw�Xi'RYF• %i #Jirgunun. •••. nr- ....... BORING GEI -9 (Continued) DESCRIPTION Boring completed at 41.5 feet on 08/29/97 Ground water encountered at 9.0 feet during drilling I DRAFT 40 —45 — 50 — 55 — 60 —65 — 70 —75 — 80 Z pw U; U O' U U: W = W W CO a W H = Z H 1-0 Z H' CI. ci I— W W: U.. 1— — Z W 0 O z 10— 15 w W - LL z - 5 p 20 — 25 — 30— 35 — 40 — Moisture Dry Content Density Blow Group Lab Tests (%) (pcf) Count Samples Symbol MD TEST DATA — . BORING GEI -10 29 92 36 85 7 7 11 5 6 8 11 II 21 0 1 Note: See Figure A -2 for explanation of symbols ASPHALT GP -GM SP -SM ML J DESCRIPTION Surface Elevation (ft.): SM Gray silty fine sand (loose to medium dense, wet) SP Gray fine to medium sand (medium dense, wet) r 3 inches asphalt concrete Brown and gray fine gravel with silt and sand Brown sand with silt and gravel (medium dense, moist) (fill) Gray silt (medium stiff, moist) DRAF —5 — —15 — 20 —25 — 30 -- 35 —40 Geo\ ;Engineers LOG OF BORING FIGURE A -12 ~ W: C.) 0, to 0 W = . • tL W O: �Q • Z HO Z F-, Ili ail U . Oa = U . I— - u' O ▪ Z W U= ON Z 2 N 0 I N Moisture Dry Content Density Blow Group 40 Lab Tests (%) (pcf) Count Samples Symbol 45 — 50— 55 — LU LU U . a. • 60— 65 70 — 7 5 — 80 — TEST DATA BORING GEI-10 (Continued) 20 Note: See Figure A-2 for explanation of symbols Geo Engineers i■.••1 DESCRIPTION Boring completed at 41.5 feet on 08/29/97 Ground water encountered at 8.5 feet during drilling LOG OF BORING FIGURE A-12 DRAFT 40 — 45 —50 — 55 — 60 — 65 — 70 —75 — 80 Geo Engineers LOG OF BORING FIGURE A -13 Moisture Dry Content Density Blow Group 0— Lab Tests (%) (pcf) Count Samples Symbol r_ 5— 10 — 15— 2 — 30— 35— 40— TEST DATA MD 37 82 MD 38 84 MD 40 79 4 ■ 2 ■ 2 ■ 4 ■ 5 ■ 5 2 ■ 24 2 ■ 0 '0 0. • 0 9 l c Note: See Figure A -2 for explanation of symbols BORING GEI -11 ASPHALT GP -GM DESCRIPTION Surface Elevation (ft.): 3 inches asphalt concrete Brown and gray fine gravel with silt and sand (medium dense, moist) (fill) SP Black fine sand (loose, moist) ML Gray silt (very soft, moist to wet) SM Gray silty fine sand (very loose, wet) ML Gray silt (medium stiff, wet) SP -SM Gray silty fine to coarse sand with gravel (loose, wet) SP Gray fine to medium sand (medium dense, wet) ML Gray silt (very soft, wet) DRAFT — 0 —5 — 10 —15 — 20 — 25 — 30 —35 — 40 N w 2 U rL m N 'm • 2 O _- o a N O , a CO N Moisture Dry Content Density Blow Group 40 — Lab Tests (%) (pct) Count Samples Symbol 45 — 50— 55 — 65 — 70— 75 — 80— TEST DATA BORING GEI -11 (Continued) 7 33 Note: See Figure A -2 for explanation of symbols Geo \A Engineers DESCRIPTION SP -SM Dark gray fine to medium sand with silt (loose, wet) SP Gray fine to medium sand with occasional gravel (dense, wet) Boring completed at 46.5 feet on 09/02/97 Ground water encountered at approximately 5 feet during drilling LOG OF BORING FIGURE A -13 DRAFT 1 40 —45 — 50 —55 —60 —65 —70 —75 -- 80 4sSaxfsSttet3s r .. ' 1 0fc41.s itk&':r663; id i.O.A; ;.:Ae ..... s. >:ssai:2K�5: iY:P= �hSsrJn'f AIA Document A201-1987 General Conditions of the Contract, is available for reviewing at the office of the Architect. General Contractors bidding the project shall obtain a copy of this document. 29 October 96 SECTION 00700 GENERAL CONDITIONS OF THE CONTRACT END OF SECTION 00700 - 1 END SECTION 00800 SUPPLEMENTARY CONDITIONS PART 1 - GENERAL 1.01 STATUS OF GENERAL CONDITIONS 1.02 MODIFICATIONS TO GENERAL CONDITIONS A. Supplements in this section modify, change, delete from or add to Section 00700 GENERAL CONDITIONS of the Contact. B. Where any Article, Paragraph, Subparagraph or Clause of the GENERAL CONDITIONS is modified or deleted by these supplements, the unaltered provisions of the Article, Paragraph, Subparagraph or Clause shall remain in effect. A. ARTICLE 2 OWNER 1. Delete 2.2.5 in its entirety and substitute the following subparagraph: 2.2.5 The Contractor will be furnished free of charge three (3) copies of Drawings and Project Manuals. Additional sets will be furnished at the cost of reproduction, postage and handling. B. ARTICLE 3 CONTRACTOR 1. Add to 3.4 the following subparagraph: 3.4.3 Not later than 10 days from the Contract Date, the Contractor shall provide a list showing the name of the manufacturer proposed to be used for each of the products identified in the General requirements of the Specifications (Division 1) and, where applicable, the name of the installing Subcontractor. 2. Add to 3.4 the following subparagraph: 3.4.4 The Architect will promptly reply in writing to the Contractor stating whether the Owner or the Architect, after due investigation, has reasonable objection to any such proposal. If adequate data on any proposed manufacturer or installer is not available, the Architect may state that action will be deferred until the Contractor provides further data. Failure of the Owner or Architect to reply promptly shall constitute notice of no reasonable objection. Failure to object to a manufacturer shall not constitute a waiver of any of the requirements of the Contract Documents, and all products furnished by the listed manufacture must conform to such requirements. 22 January 98 00800 - 1 :91N+Yry?dr H ^ !+?.v.e. Fs mr Wrr:. 1 u 7A• WVpprii, 4k4 Ar AG( `:?'104.4,tavMS4 1' .MM".+21 z w 6 O 0 N o co L11 J U. wO gQ S2 a I- i z1.- 1- o z I- w U O D . 0 f- w uj O . w z H = o � z 5 November 96 3. Add to 3.4.4 the following clause: 3.4.4.3 At the Owner's and Architect's discretion, after the Contract has been executed, the Owner and the Architect may consider a formal request for the substitution of products in place of those specified only under the conditions set forth in the General Requirements of the Specifications (Division 1). 4. Add to 3.4.4 the following clause: 3.4.4.2 By making requests for substitutions base on Clause 3.4.4.1 above, the Contractor: a. Represents that he has personally investigated proposed substitute product and determined that it is equal or superior in all respects to that specified; b. Represents that he will provide the same warranty for the substitutions that he would for the specified; c. Certifies that the cost data presented is complete and included all related costs under this Contract but excluded costs under separate contracts, and excluded the Architect's redesign costs, and waives all claims for additional costs related to the substitution which subsequently become apparent; and d. Will coordinate the installation of the accepted substitute, making such changes as may be required for the work to be complete in all respects. C. ARTICLE 9 PAYMENTS AND COMPLETION 1. Add to 9.3.1 the following clause: 9.3.1.3 Until Substantial Completion, the owner will pay ninety (90) percent of the amount due the Contractor on account of progress payments. D. ARTICLE 11 INSURANCE AND BONDS 1. Add to 11.1.2 the following clause: 11.1.2.1 The insurance required by Subparagraph 11.1.1 shall be written for not less than the following, or greater if required by law: 1. Worker's Compensation: a. State: Statutory b. Applicable Federal (e.g.. Longshoremen's): Statutory c. Employer's Liability: $100,000 00800 - 2 Cq *S!S"a+i .r;:1�: ,"r; [' :'.`svo-:sa tgL"3�9;N,'l. n7r4.VVI c.VVIT g?.fr1:5, 7 P,..5.'r:r ,7iV3.4yt„M2!! ti 1 5 November 96 2. Comprehensive General Liability (Including Premises - Operations; Independent Contractor's Protective; Products and Completed Operations; Board Form Property Damage): a. Combined single limits for bodily injury and property damage: $1.000.000 Each Occurrence z $1.000.000 Annual Aggregate re b. Products and Completed Operations to be 6 D maintained for one year after final payment. o o co o c. Property Damage Liability Insurance will provide X, co I' C or U coverage as applicable. mu,. W OE 3. Contractual Liability: g J u_ (0 a. Bodily Injury: N d $1.000.000 Each Occurrence z i I- O zI- b. Property Damage: W ? : 0o $1.000,000 Each Occurrence 0 N 11,000.000 Annual Aggregate (31- wW = U 4. Personal Injury, with Employment Exclusion deleted: LL ui $1.000.000 Annual Aggregate U co F. 5. Comprehensive Automobile Liability: z a. Combined single limits for bodily injury and property damage: $1.000.000 $1.000,000 Each Occurrence Annual Aggregate 00800 - 3 5 November 96 2. Add to 11.1.3 the following clause: 11.1.3.1 The Contractor shall furnish one copy of each of Certificate of Insurance herein required for each copy of the Agreement which shall specifically set forth evidence of all coverage required by Subparagraphs 11.1...1, 11.11.2 and 11.1.3. The form of the Certificate shall be AIA Document G705, Certificate of Insurance. The Contractor shall furnish to the Owner copies of any endorsements that are subsequently issued amending coverage or limits. 3. Add to 11.3.1 the following clauses: 11.3.1.1 The form of policy for this coverage shall be completed value. END OF SECTION • ,4biYa'. 00800 - 4 END mei .4,k;a111Mtktr#4 4f4, n�tiur.�x.c n4 uati.M: .st':;rtiin�46R z w U 0. N O. ta J N LL' w O gQ = d. r I- 0 Z w U � O N: 0 I- .w U LLO • .. Z: w "±" • ~ . z PART 1 GENERAL 1.01 SUMMARY SECTION 01010 SUMMARY OF WORK A. Section Includes: 1. Work by Contractor. 2. Work by Owner. 3. Definitions. 4. Contractor Designed Elements. 5. Contractor use of site and premises. 6. Work Sequence. 7. Owner occupancy. 1.02 WORK BY CONTRACTOR A. The work of this Contract comprises the demolition, building construction and site work for the Parkway SuperCenter project located in Tukwila, Washington. This project consists of the construction of the building shell, the complete mechanical, plumbing and electrical systems, all walls, ceilings, floor coverings, and finishes as indicated on the Drawings and specified herein, also plaza sidewalks and other adjacent site improvements. B. The General Contractor shall be responsible for complete bidder design mechanical and electrical systems for the Retail Buildings and Site. C. The General Contractor shall become familiar with the Site Civil Development Construction Documents as it relates to the Scope of Work defined herein. Refer to the Site Civil Development Construction Drawings and Specifications as developed and prepared by KPFF Consulting Engineers. D. Connect all utility lines placed under the Site Civil Development Package from the Buildings to underground utility lines (i.e. gas, water, storm, sanitary, power, telephone, and site electrical). E. Additional requirements of all parties to the Contract shall be as outlined in Document 00700 GENERAL CONDITIONS. F. Contractor's Duties: 1. Provide and pay for labor, materials, tools, equipment, superintendence, temporary facilities and services necessary for proper execution and completion of work. 2. Pay legally required sales, consumer and use taxes. 22 January 98 01010 - 1 1, 3. Coordinate and arrange for: - a. Plan Check and Permits for all Mechanical, Electrical and Plumbing work including payment of the same. b. Utility hook -ups, including water meters, pits meter valves, sanitary sewer, etc. c. All other required permits, governmental fees and licenses. 4. Owner will pay for: _ z a. Plan Check and Building Permit. i b. Utility hook -up fees. w re 5. Comply with building codes, ordinances and regulations of public authorities. 6 U 00 G. Agreement Form: Construct Work under "Stipulated Sum" Contract, AIA Document co A101, 1987 Edition, or other form acceptable to Owner. w = -1 I- 1.03 WORK UNDER SEPARATE DRAWING PACKAGES INCLUDED WITHIN SCOPE OF CO 0 WORK 2 1.04 DEFINITIONS d = w A. General Requirements: Provisions or requirements of Divisions 1 sections apply to z = entire Contract. F„ 0 z B. Directed, Requested, etc: Where not otherwise explained, terms such as "directed ", 2 "requested", "authorized", "approved", "accepted", o , , "selected", , "required", ,and N "permitted" "" mean "directed by Architect", by Architect Architect", etc. However, no c F �� such implied meaning will be w interpreted to extend Architect's responsibility into Contractor's area of construction ��—, supervision and material quality control. z ui N C. Furnish: Expect as otherwise defined in greater detail, "furnish" is used to mean —` supply and deliver products to project site, ready for unpacking, assembly, installation, o etc., as applicable in each instance. D. Install: Except as otherwise defined in greater detail "install" is used to describe operations at project site including unloading, unpacking, assembly, erection, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning and similar operations, as applicable in each instance. E. Provide: Except as otherwise noted defined in greater detail, "provide" means to furnish and install, complete and ready for intended use, as applicable in each instance. 22 January 98 01010 - 2 u-Q. 1.05 CONTRACTOR DESIGNED ELEMENTS A. Where work of this Contract requires bidder /designer, electrical, mechanical, plumbing, landscape, irrigation and structural design, comply with following: 1. Submit Shop Drawings and Calculations to Architect for review. 2. Submit Shop Drawings and Calculations to the local jurisdictions for approval and permits. Z 3. If required by local jurisdiction, all mechanical, plumbing, electrical and structural Shop Drawings and Calculation shall be stamped by Registered Engineer w licensed in the state where the project is located. 6 v. U 1.06 CONTRACTOR USE OF PREMISES co W � _ A. Limit use of Site and premises to allow: 1. Owner occupancy. uj 0 2. Work by Others. u. B. Confine operations at Site to areas permitted by: cn a 1. Law. I— w 2. Ordinances. Z 3. Permits. z o. 4. Contract Documents. w w C. Construction Operations: o co . 1. Do not unreasonably encumber site with materials and /or equipment. 0 F- 2. Do not load structure with weight which could endanger structure. = cwi D. Time Restrictions for Performing Work: As required by local governing jurisdiction and 11-- z by Covenance and Conditions for the property. . cn I _ E. Storage: Refer also to Section 01600. z f- 1. Assume full responsibility for protection and safekeeping of products stored on premises. 2. Move stored products which interfere with operations of Owner or Owner's Contractors. 3. Obtain and pay for use of additional storage or work areas required by operations. 1.07 WORK SEQUENCE A. Construct Work to accommodate Owner's occupancy requirements. During construction period, coordinate construction schedule and operations with Owner and Architect. 22 January 98 r�an�.al�rx! FYN?K 0:?,71691t^'r14R:! + xpRa 01010 -3 PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION (Not Applicable) 29 October 96 END OF SECTION 01010 -4 END • • z z re 2 -JU 00 (0 o W = ; J F- u., WO 2 J u. I . I- W I Z � I- O` Z ~' 7 o C.) O - C3 I- = .% u. I- . — O; ui - I O ~' Z PART 1 - GENERAL 22 January 98 SECTION 01012 TENANT CONSTRUCTION CRITERIA 1.01 SPECIFICATIONS Z A. One (1) copy of the Tenant Icons for the Babies 'R Us store prepared by W Greiner. UO 1.02 CONTRACTOR INVESTIGATION: Prior to bidding, Contractor shall submit in writing co D• any questions or discrepancies between Criteria and the Contract Documents contained w = herein. After the date of bid, in the event of any discrepancies or inconsistencies J f U) w between the Criteria and the Contract Documents contained herein, the more stringent w o ., shall govern and will be used at no cost to the Owner. 2 LL a N D ° I-w END OF SECTION z o z o. ju • 0 O N w w I I- - LL O w O 01012 - 1 END ; 1500 South Evergreen Avenue lne Angeles, CA 90023 (211) :&1.9000 (21 l) 2614541 brv96 Description: Client: Specifics: Details 'iby -R Us Signs pip ambar: TRU- 961002 -1 Stainless steel self taping screws 1/8" Cast in 3/4" Exterior Grade Plywood Detail A Drill 1/4" thru e side O.C. Typ. 24'x24" Welder Corners 16ga mtl back White Powder Coat 1/8" truck tabs 1 "x 2" with 3/8" hole 1/4" Stainless Steel lags as required Detail B 3/4 "x 16ga square tube r n„e "*9, its atit!!ol t' ! • C J 1500 Sash Evergreen Avenue Us Anicla, CA 90021 (213) 263.9000 (213) 267.9543 D 0/2/96 Description: Baby -R -Us Signs Rot: TRU- 961002 -1 Specifics: Baby Bottle peps arks: TRU - 961002 -2 ,:'..- -. 1 PMS 120 • OM 1500 South Evarmon Avcnuc Las An6cb, CA 90023 (213) 2619000 (213) 263.9543 °a r0t2I96 Dacriptian: ChaiL y -R Ui Sign. Ref. TRU- 961002 -1 Specifies: Rubber Ducky pop ausbo : TRU- 961002 -3 7tntNN+^! 302= la4P+M?7r+ ==Y!l`,'rFemre•:orTworei N ryzrA(v wr4!,0,1r mv. .. :. P?7h19Li4,}9x'F Y�4+�`QII+aFP 1� I I NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. -� CJ 1500 South Avenue Ls A CA 90023 (2131 2619000 (213) 203.9313 °aoO,2,96 Description: Client: Prgjea Baby -R -U. Signs Ref; TRU- 961002 -1 Speo)Da: Baby Carriages pie rim TRU- 961002 -5 • • • I z re 6D. -J 0 0) U) 11.1 g LL F.- 0: Z I— LL! 2 D: 0;• L.) fn '0 7 -.' LU u i: U . ro• , ILI U) C.) . .P" 0 I z •"""*"" Drill 1/4" thru O.C. Typ. 3" to 4" Raised Bas Relief lianoudi Evora:gen Avenue I" "Wicks. CA 90323 (213)263.9000 (211) 261.9M " DcscriptIon: l Signs Specifics: Details ........ pp amber: TRU-961002-1 . .:'... z z tu re 2 c.) - 0 U) to III 113 — 1 ,— ( U- lu 0 2 g < _ a w z I- z LIJ w :) 0 0 03 CI u j Ui i 0 A. Section Includes: 1. Schedule of Values. 2. Application for Payment. 3. Change procedures. 4. Alternates. PART 1 GENERAL 1.01 SUMMARY SECTION 01019 CONTRACT CONSIDERATIONS B. Related Sections: 1. Section 01030 - Alternates. 2. Section 01600 - Material and Equipment: Product substitutions and alternates. 1.02 SCHEDULE OF VALUES A. Submit typed schedule on AIA Form G703 - Application and Certificate for Payment Continuation Sheet. B. Submit Schedule of Values in duplicate within 7 days after date of bids. C. Format: Utilize Table of Contents of this Project Manual. Identify each line item with number and title of major specification Section. Identify bonds and insurance, overhead, and profit. D. Include separately from each line item, directly proportional amount of Contractor's overhead and profit. E. Indicate anticipated cash flow on a monthly basis for the duration of the Project, based on the information in the construction schedule. F. Revise schedule to list approved Change Orders, with each Application For Payment. 1.03 APPLICATIONS FOR PAYMENT A. Submit three (3) notarized copies of each application on AIA Form G702 - Application and Certificate for Payment. B. Content and Format: Utilize Schedule of Values for listing items in Application for Payment. C. Retainage amount for the Application and Certificate for Payment is established at 5% of the amount of work completed and materials stored on -site as of the date of payment request. 22 January 98 .'.sY1,{q'" s(3 x11+,15tgr, n ; A.yc;,ce;w nrp .r.,yr_P,V.03: • 01019 -1 mmmantilnitla z z ,„w 00 N 0 w= J F co IL w 0 I I— _ Z F I-0 .. Z f- w U • � O � w I - 0 �-o w Z co o~ z D. Retainage amounts will be paid to the Contractor in accordance with the Contract Documents and conditional upon Owners lender requirements for contractor being satisfied. E. Payment Period: Monthly. F. Include Lien Release forms required by Owner. a 1.04 CHANGE PROCEDURES tit cc A. Architect/Engineer will advise of minor changes in Work not involving adjustment to o o Contract Sum /Price or Contract Time as authorized by AIA A201 by issuing co W supplemental instructions on AIA Form G710. tu i CO u. B. Architect/Engineer may issue Proposal Request which includes detailed description of U 0 proposed change with supplementary or revised Drawings and specifications, change in Contract Time for executing change. Contractor will prepare and submit estimate u_ a within ten days. co D = d I— U• C. Contractor may propose change by submitting request for change to ? Architect/Engineer, describing proposed change and its full effect on Work. Include z O statement describing the reason for change, and effect on Contract Sum /Price and ai LU Contract Time with full documentation and statement describing effect on Work by D o separate or other contractors. Document any requested substitutions in accordance p N with Section 01600. o p- ut iii D. Stipulated Sum /Price Change Order: Based on Proposal Request and Contractor's L I fixed price quotation or Contractor's request for Change Order as approved by . z Architect/Engineer. co E. Complete accounting to obtain new Contract Sum and new Date of Completion. z F. Submit five signed copies to the Architect for his review. Architect will forward onto the Owner after his review. G. Submit an itemized breakdown of labor and materials including overheads and profit with each Change Order. Submit copies of estimating sheets to the Architect upon request. H. Construction Change Directive: 1. Architect/Engineer may issue directive, on AIA Form G714 Construction Change Directive instructing Contractor to proceed with change in Work, for subsequent inclusion in Change Order. 2. Document will describe changes in Work, and designate method of determining any change in Contract Sum /Price or Contract Time. 3. Promptly execute change. 29 October 96 '< • I. Maintain detailed records of work done. Provide full information required for evaluation of proposed changes, and to substantiate costs for changes in Work. J. Change Order Forms: AIA G701 Change Order. K. Comply with Document 00700 GENERAL CONDITIONS for overhead and profit calculations on the Change Order Form. L. Execution of Change Orders: Architect/Engineer will issue Change Orders for signatures of parties as provided in Conditions of Contract. 1.05 ALTERNATES A. Alternates quoted on Bid Forms will be reviewed and accepted or rejected at Owner's option. Accepted Alternates will be identified in Owner - Contractor Agreement. B. Coordinate related work and modify surrounding work as required. PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION (Not Applicable) END OF SECTION 29 October 96 01019 -3 END z re w U O; N 0 u)w: w 0 2 J ; u.Q � 0 ' zI 0 : 0 LLI I 0 w Z U � 0 1- O z ,." PART 1 GENERAL 1.01 SUMMARY 1.02 COORDINATION SECTION 01039 COORDINATION AND MEETINGS A. Section Includes: 1. Coordination. 2. Field engineering. 3. Project Survey Requirements. 4. Alteration project procedures. 5. Cutting and patching. 6. Preconstruction conference. 7. Progress meetings. 8. Pre - installation conferences. A. Contractor shall be responsible for locating and verifying all utility service connection points inclusive of water, sanitary sewer, storm drainage, electrical, telephone, gas service, and any other services as described herein and as shown on the Drawings, and as reflected in the sitework civil development drawings and specifications. Contractor shall be responsible for accurately locating depths of such utilities and shall coordinate all building shell utilities with the actual in place sitework utilities. If discrepancies between sitework and building utilities should arise, the Contractor shall modify or remedy at no additional cost to the Owner. B. The Contractor shall coordinate uses of the site and building areas with the sitework effort. During the course of construction, damages which may occur to finished asphalt paving, concrete curbs, site utilities, site fixtures, etc., shall be remedied by the Contractor at no additional cost to the Owner. C. Contractor shall coordinate with the sitework that the building pad is at the actual designed elevation, and that all soils testing criteria and requirements have been achieved. Commencement with the scope of work constitutes acceptance by the Contractor. Any discrepancies discovered after the start of such work shall be remedied by the contractor at no additional cost to the Owner, unless written agreement is acquired prior to commencement of such work. D. Assume full responsibility for overall coordination of Project: 1. Coordinate with Building Official. 2. Coordinate with Owner's inspecting and testing service. 3. Coordinate work schedule with Architect and Owner's Representative. 4. Coordinate among work of all trades. 5. Provide access to construction area for other Contractors. 29 October 96 01039- 1 . \+. z 2 00 (/) CO 13.1 J = CO u_ w g = a I -w z F- 1-- o Z ~ U� 0 0 I- W w Z = oi^" z if E. Coordinate Work of Mechanical and Electrical Subcontractors: 1. With work of trades and suppliers of products specified in Divisions 2 through 10. 2. Among work of trades and suppliers of products specified in Division 15 and 16. 3. For temporary utilities work specified in Division 1. F. Coordinate changes to assure that: 1. Requirements of Contract Documents are fulfilled. 2. Changes in Contract requirements of all affected trades are reflected in executed w cc 2 Change Orders. J o G. Scheduling and Installation Sequence: o o 1. Coordinate scheduling, submittals, and Work of various Sections of v i w specifications to assure efficient and orderly sequence of installation of interdependent construction elements, with provisions for accommodating items - u. installed later. W o 2. Schedule work in accordance with current Project Construction Schedule. a. Coordinate schedules of all trades. b. Verify timely deliveries of products for installation by other trades. = a c. Verify that labor and equipment are adequate for work and schedule. 1- _ d. Verify that material deliveries are adequate to maintain schedule. z F_ O z H. Utility Requirements: w uj 1. Verify that utility requirement characteristics of operating equipment are 0 compatible with building utilities. 0 En- 2. Coordinate work of various Sections having interdependent responsibilities for installing, connecting to, and placing in service, such equipment. ~ 0 �-o I. Space Requirements: z co 1. Coordinate space requirements and installation of mechanical and electrical work o which are indicated diagrammatically on Drawings. o 2. Follow routing shown for pipes, ducts, and conduit, as closely as practicable; z place runs parallel with line of building. 3. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs. J. Provide adequate clearance between Architectural, Structural, Mechanical, and Electrical systems. Verify physical dimensions of equipment with its available space. Check access routs through concealed spaces. K. Review Drawings and Specifications for the possible conflicts prior to rough -in. Contractor is responsible for verification that equipment will fit in the space provided. Resolve conflicts with Architect prior to rough -in work. Commencing work constitutes that the Contractor has reviewed the type of equipment and that the space allowance is sufficient for total installation of such equipment. The Contractor shall provide any modifications to equipment and space allowances at no additional cost to the Owner. 29 October 96 01039- 2 L. Concealed Services: 1. In finished areas, conceal pipes, ducts, and wiring within the construction. 2. Coordinate locations of fixtures and outlets with finish elements. M. Cutting and Patching: Ascertain need for cutting and patching, and coordinate with work of other trades. N. Completion and Clean Up: 1. Coordinate completion and clean up of Work of separate Sections in preparation for Substantial Completion. O. Start -Up, Inspection and Acceptance of Equipment: 1. Verify that Manufacturer's representative is present. 2. Verify that utilities, specified connections and safety devices are complete, and equipment is ready to operate. 3. Verify that equipment has been tested, adjusted and balanced, is cleaned, repainted as required, and operational prior to inspection. P. Access for Corrective Work: 1. After Owner occupancy of premises, coordinate access to Site for correction of defective Work and Work not in accordance with Contract Documents, to minimize disruption of Owner's activities. 1.03 FIELD ENGINEERING A. Employ Land Surveyor registered in State in which the project is located acceptable to the Owner. B. Owner will locate survey control and reference points. Contractor shall protect. C. Control datum for survey is that established by Owner provided survey. D. Provide and pay for field engineering services as follows: 1. Establish elevations, lines, and levels, utilizing recognized engineering survey practices. 2. Survey and staking work required in execution of the Project as defined herein. 3. Civil, structural, or other professional engineering services specified, or required to execute Contractor's construction methods. 4. Survey and staking of all existing underground utilities within the proposed area of building and adjacent site construction. Coordinate with the General Contractor of the Site Civil Development Package. E. Submit certificate signed by Land Surveyor that elevations and locations of Work are in conformance with Contract Documents. 29 October 96 01039- 3 1 1.04 PROJECT SURVEY REQUIREMENTS A. Establish a minimum of two permanent bench marks for each building on the site, referenced to data established by survey control points. Record locations, with horizontal and vertical data, on Project Record Documents. z B. Establish lines and levels, locate and lay out, by instrumentation and similar appropriate means: w 1. Batter boards for structures. 6 2. Building foundation, column locations and floor levels. -J 8 3. Controlling lines and levels required for the mechanical and electrical trades. co o Lu J H C. From time to time, verify layouts by the same methods. LL 0 D. Maintain a complete, accurate log of all control and survey work as it progresses. 2 J E. On completion of foundation walls and major building shell structure improvements, N �. prepare a certified survey showing all dimensions, locations, angles, and elevations of = w construction. Submit three (3) copies to Owner. '... Z H O F. Submit documentation to verify accuracy of field engineering work. 1.05 ALTERATION PROJECT PROCEDURES v N O— 01— A. Materials: As specified in product Sections; match existing products and work for w w patching and extending work. 2 LLO B. Close openings in exterior surfaces to protect existing work from weather and extremes iii z of temperature and humidity. R. C. Remove, cut, and patch work in manner to minimize damage and to provide means of z restoring products and finishes to original condition. D. Refinish visible existing surfaces to remain in renovated rooms and spaces, to specified condition for each material, with neat transition to adjacent finishes. E. Transition Between New and Existing: 1. Where new work abuts or aligns with existing, perform smooth and even transition. 2. Patched work shall match existing adjacent work in texture and appearance. 3. When finished surfaces are cut so that smooth transition with new work is not possible, terminate existing surface along straight line at natural line of division and make recommendation to Architect. 4. Where change of plane of 1/4 inch or more occurs, submit recommendation for providing smooth transition for Architect review. 29 October 96 01039- 4 : .�;.... . .. ':�)'•.' F. Damaged Surfaces: Patch or replace, as directed by Architect, portions of existing surfaces which are damaged, lifted, discolored, or showing other imperfections. G. Finish surfaces as specified in individual product Sections. 1.06 CUTTING AND PATCHING z A. Employ skilled and experienced installer to perform cutting and patching. 1- W re B. Submit written request in advance of cutting or altering elements which affects: ai D 1. Structural integrity of element. o . 2. Integrity of weather - exposed or moisture - resistant elements. w w 3. Efficiency, maintenance, or safety of element. _1 F- 4. Visual qualities of sight- exposed elements. u) LL 5. Work of Owner or separate contractor. 2 0 . g Q C. Execute cutting, fitting, and patching including excavation and fill, to complete Work, u. -a and to: = a 1. Fit several parts together, to integrate with other Work. 1- i 2. Uncover Work to install or correct ill -timed Work. z F"' 3. Remove and replace defective and non - conforming Work. w O 4. Remove samples of installed Work for testing. . ui u 5. Provide openings in elements of Work for penetrations of mechanical and D o co electrical Work. 0 w — D. Execute work by methods which will avoid damage to other Work, and provide proper 1 surfaces to receive patching and finishing. LL p . wZ E. Cut rigid materials using masonry saw or core drill. o D. c-: F. F. Provide shoring, bracing, and support as required to maintain structural integrity of the Z projsct. G. Restore Work with new products in accordance with requirements of Contract Documents. H. Fit Work tight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces. I. Maintain integrity of wall, ceiling, or floor construction; completely seal voids. J. Refinish surfaces to match adjacent finishes. For continuous surfaces, refinish to nearest intersection; for an assembly, refinish entire unit. K. Identify any hazardous substance or condition exposed during Work to Architect for decision or remedy. 29 October 96 01039- 5 I' 1.07 PRECONSTRUCTION CONFERENCE A. Contractor shall schedule conference after Notice of Award. B. Agenda: 1. Use of premises by Owner and Contractor. 2. Submission of executed bonds and insurance certificates. z 3. Distribution of Contract Documents. 4. Submission of list of Subcontractors, list of products, Schedule of Values, and 1.- w progress schedule. 5. Designation of personnel representing parties in Contract, and Architect. _I o 6. Procedures and processing of field decisions, submittals, substitutions, v) 0 applications for payments, proposal request, Change Orders and Contract tu i closeout procedures. 7. Scheduling. w 0 0 8. Security and housekeeping procedures. 2 9. Procedures for testing. g 5 10. Procedures for maintaining Record Documents. N a I I- al C. Attendance Required: Owner, Architect, Special Consultants, Contractor, Contractor's z x Superintendent, and major Subcontractors. z O UJ w 1.08 PROGRESS MEETINGS v o w _ A. Contractor shall schedule and administer meetings throughout progress of Work at 0 ► — maximum weekly intervals. _ 0 Lu B. Make arrangements for meetings, prepare agenda with copies for participants, preside L O ui at meetings, record minutes, and distribute copies within two days to Architect, Owner, cn o participants, and those affected by decisions made. 0 z C. Attendance Required: Job superintendent, major Subcontractors and suppliers, Owner, Architect, as appropriate to agenda topics for each meeting. D. Agenda: 1. Review minutes of previous meetings. 2. Review of Work progress. 3. Field observations, problems, and decisions. 4. Identification of problems which impede planned progress. 5. Review of submittals schedule and status of submittals. 6. Review of off -site fabrication and delivery schedules. 7. Maintenance of progress schedule. 8. Corrective measures to regain projected schedules. 9. Planned progress during succeeding work period. 10. Coordination of projected progress. 11. Maintenance of quality and work standards. 29 October 96 01039-6 12. Effect of proposed changes on progress schedule and coordination. 13. Other business relating to Work 1.09 PRE - INSTALLATION CONFERENCES A. When required in individual specification Section, convene pre - installation conference at work site prior to commencing work of Section. B. Require attendance of parties directly affecting, or affected by, work of specific Section. C. Notify Architect and Owner seven days in advance of meeting date. D. Prepare agenda, preside at conference, record minutes, and distribute copies within two days after conference to participants, with two copies to Architect. E. Review conditions of installation, preparation and installation procedures, and coordination with related work. PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION (Not Applicable) END OF SECTION 29 October 96 01039- 7 END re Li UI 0. 0 w w w O. g . a Z I- O Z U co O co; w U I- LL 1 w z . U =; 17. Z PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Submittal procedures. 2. Construction progress schedules. 3. Proposed products list. 4. Product data. 5. Shop drawings. 6. Samples. 7. 7.Manufacturers' instructions. 8. Manufacturers' certificates. 9. Submittal quantities. 10. Submittal schedule. SECTION 01300 SUBMITTALS B. Related Sections: 1. Section 01030 - Alternates. 2. Section 01400 - Quality Control: Manufacturers' field services and reports. 3. Section 01700 - Contract Closeout: Contract warranty, manufacturers certificates and closeout submittals. 1.02 SUBMITTAL PROCEDURES A. All submittals shall be submitted within 60 days after date of Owner Contractor Agreement. B. Sequentially number transmittal forms. Re- submittals shall have original number with alphabetic suffix. C. Identify Project, Contractor, Subcontractor or supplier; pertinent Drawing sheet and detail number(s), and specification Section number, as appropriate. D. Apply Contractor's stamp, signed or initialed certifying that review, verification of Products required, field dimensions, adjacent construction Work, and coordination of information, is in accordance with requirements of Work and Contract Documents. E. Schedule submittals to expedite Project, and deliver to Architect at business address. Coordinate submission of related items. F. Identify variations from Contract Documents and Product or system limitations which may be detrimental to successful performance of completed Work. G. Provide space for Contractor and Architect review stamps. 29 October 96 01300 - 1 z z �w QQ 2 JU 00 N0 ww J � w O 2 g Q C o = d H= z �. I- O Z ~ w 2 D c � O - w � - u. ui z U N HI- O z H. Revise and resubmit submittals as required, identify all changes made since previous submittal. I. Distribute copies of reviewed submittals to concerned parties. Instruct parties to promptly report any inability to comply with provisions. 1.03 CONSTRUCTION PROGRESS SCHEDULES A. Submit initial progress schedule in duplicate within 15 days after date of Owner - Contractor Agreement for Architect review. B. Revise and resubmit as required. C. Submit revised schedules with each Application for Payment, identifying changes since previous version. D. Submit computer generated chart with separate line for each major section of Work or operation, identifying first work day of each week. E. Show complete sequence of construction by activity, identifying Work of separate stages and other logically grouped activities. Indicate early and late start, early and late finish, float dates, and duration. F. Indicate estimated percentage of completion for each item of Work at each submission. G. Indicate submittal dates required for shop drawings, product data, samples, and product delivery dates, including those furnished by Owner and under Allowances. 1.04 PROPOSED PRODUCTS LIST A. Within 15 days after date of Owner - Contractor Agreement, submit complete list of major products proposed for use, with name of manufacturer, trade name, and model number of each product. B. For products specified only by reference standards, give manufacturer, trade name, model or catalog designation, and reference standards. 1.05 PRODUCT DATA A. Submit product data required by Contract Documents for execution of work, to Architect not later than 60 days after the date of Owner Contractor Agreement, and earlier where more time may be required for review. B. Provide product data with cross - reference to Specifications Section of Project Manual to facilitate review. 29 October 96 01300 - 2 - z w r4 2 6 00 CO CI J w �a = ~ w � w I- Lu 0 0— ❑ � w u' O. ..z w U = 0 z 1.06 SHOP DRAWINGS C. Provide product data including manufacturer's catalog sheets, brochures, diagrams, schedules, performance charts, illustrations and other standard descriptive data. D. Submit number of copies which Contractor requires, plus three copies which will be retained by Architect. E. Mark each copy to identify applicable products, models, options, and other data. Supplement manufacturers' standard data to provide information unique to this Project. F. After review, distribute in accordance with Article on Procedures above and provide copies for Record Documents described in Section 01700 - Contract Closeout. A. Submit Shop Drawings, required by Contract Documents for execution of Work, to Architect not later than 60 days after date of Owner Contractor Agreement or earlier where more time may be required for review. B. Provide Shop Drawings, with cross - reference to drawing and detail numbers on Contract Drawings to facilitate review. C. Provide Shop Drawings which demonstrate to Architect that: 1. Contractor understands design concept of certain portions of Work. 2. Equipment and material to be provided meet design and technical requirements of Contract Documents. 3. Methods of fabrication and installation. D. Submit in form of one reproducible transparency and five opaque reproductions. E. After review, reproduce and distribute in accordance with Article on Procedures above and for Record Documents described in Section 01700 - Contract Closeout. 1.07 SAMPLES A. Submit samples of size and quantity specified, or, if not specified, of sufficient size and quantity to illustrate functional and aesthetic characteristics of Product, with integral parts and attachment devices. Coordinate sample submittals for interfacing work. B. Submit samples of finishes from full range of manufacturers' standard colors or in custom colors selected, textures, and patterns for Architect's selection. C. Include identification on each sample, with full Project information. D. Submit number or samples specified in individual specification Sections; one of which will be retained by Architect. 29 October 96 01300 - 3 f E. Reviewed samples which may be used in Work are indicated in individual specification Sections. 1.08 MANUFACTURER'S INSTRUCTIONS A. When specified in individual specification Sections, submit manufacturers' printed instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, in quantities specified for Product Data. B. Identify conflicts between manufacturers' instructions and Contract Documents. re w 1.09 MANUFACTURER'S CERTIFICATES �.. Q 8 JU U A. When specified in individual specification Sections, submit manufacturers' certificate to u) ILI Architect for review, in quantities specified for Product Data. - W B. Indicate material or product conforms to or exceeds specified requirements. Submit 2 supporting reference date, affidavits, and certifications as appropriate. J u. j C. Certificates may be recent or previous test results on material or Product, but must be I W acceptable to Architect. _ z' 1.10 REQUIRED SUBMITTAL QUANTITIES TO ARCHITECT: z I- Reproducible Opaque 2 D : Transparencies Prints 8 o - A. Construction Schedule: o w w 1. 8 -%2' x 11" size: 0 3 i v 2. Larger than 8-W x 11 ": 1 3 u_ 0 B. Survey Data: 1. 8 -%z" x 11": P H 0 3 O 2. Larger than 8 - x 11": 1 3 z C. Shop Drawings: 1. 8- '/2'x11 ": 2. Larger than 8 -W x 11": 29 October 96 D. Product Data: 1. 8 -%2' x 11": 0 3 2. Larger than 8 -W x 11": 1 3 E. Office Samples: See specific section covering product or material. F. Schedule of Values: 0 1 0 3 6 6 01300 - 4 z � w z U - 1.11 SCHEDULE FOR SUBMITTALS: Architect Update and Contractor First Submittal Review In Resubmit In (No. of Days) (No. of Days) (No. of Days) A. Construction 15 after award of 5 30 z Schedule: contract B. Survey Data: 15 after award of 15 — re 2 contract a U O N 0 30 after award 15 — w w; J 30 after award 15 — N u I O 30 after award 15 — ga co Prior to application 5 30 z v for payment ~ _ z I- PART 2 PRODUCTS (Not Applicable) z O z I— : Ill uj PART 3 EXECUTION (Not Applicable) 8 Q. O -' END OF SECTION w w U. P — O w Z i= = ; O H Z C. Shop Drawings: D. Product Data: E. Office Samples: F. Schedule of Values: 29 October 96 ,... PART1 GENERAL 1.01 SUMMARY SECTION 01400 QUALITY CONTROL A. Section Includes: 1. Quality assurance and control of installation. 2. References. 3. Field samples. 4. Mock -up. 5. Inspection and testing laboratory services. 6. Contractor's Inspection and Testing Responsibilities. 7. Manufacturers' field services and reports. B. Related Sections: 1. Section 01300 - Certificates. 2. Section 01600 - quality. 3. Section 01410 - 4. Section 02200 5. Section 03300 6. Section 04100 7. Section 04220 8. Section 05500 Submittals: Submission of Manufacturers' Instructions and Material and Equipment: Requirements for material and product Testing Laboratory Services. - Earthwork: Compacted Fill and Backfill. - Cast -in -place concrete: Cast -in- Place. - Mortar - Unit Masonry. - Metal Fabrications: Structural Welding. 1.02 QUALITY ASSURANCE /CONTROL OF INSTALLATION A. Monitor quality control over suppliers, manufacturers, Products, services, site conditions, and workmanship, to produce Work of specified quality. B. Comply fully with manufacturers' instructions, including each step in sequence. C. Should manufacturers' instructions conflict with Contract Documents, request clarification from Architect before proceeding. D. Comply with specified standards as minimum quality for Work except when more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship. E. Perform work by persons qualified to produce workmanship of specified quality. F. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion or disfigurement. 22 January 98 01400 - 1 { 1.03 REFERENCES A. Conform to reference standard by date of issue current on date of Contract Documents or date specified in product Sections. B. Obtain copies of standards when required by Contract Documents. C. Should specified reference standards conflict with Contract Documents, request clarification for Architect before proceeding. D. Contractual relationship of parties to Contract shall not be altered from Contract Documents by mention or inference otherwise in any reference document. 1.04 FIELD SAMPLES A. Install field samples at Site as required by individual specifications Sections for review. B. Acceptable samples represent quality level for Work. C. Where field sample is specified in individual Sections to be removed, clear area after field sample has been accepted by Architect. 1.05 MOCK -UP A. Assemble and erect specified items, with specified attachment and anchorage devices, flashings, seals, and finishes. B. Where mock -up is specified in individual Sections to be removed, clear area after mock -up has been accepted by Architect. 1.06 INSPECTION AND TESTING LABORATORY SERVICES A. Owner will appoint, employ, and pay for services of independent firm to perform inspection and testing. B. Independent firm will perform inspections, tests, and other services specified in individual specification Sections and as required by Architect or Engineer. C. Reports will be submitted by independent firm to Owner, Contractor, Architect and Engineers, indicating observations and results of tests and indicating compliance or non - compliance with Contract Documents. 1.07 CONTRACTOR'S INSPECTION AND TESTING RESPONSIBILITIES A. Cooperate with independent firm. 1. Furnish samples of materials, design mix, equipment, tools, storage and assistance as requested. 29 October 96 01400 - 2 • 2. Provide access to Work and manufacturer's operations. 3. Notify Architect and independent firm 24 hours prior to expected time for operations requiring services. 4. Make arrangements with independent firm and pay for additional samples and tests required for Contractor's use. 5. Furnish copies of mill test reports. 6. Furnish casual labor and facilities: a. to provide access work to be tested. b. to obtain and handle samples at Site. z c. to facilitate inspection and tests. re �, d. for laboratories exclusive use for storage and curing of test samples. 6 = 7. Arrange with laboratory and pay for additional samples and tests required for O o Contractor's convenience. N w i J B. Retesting: u 1. Retesting required because of non - conformance to specified requirements shall w o be performed by same independent firm on instructions by Architect. g 2. Should initial tests indicate non - compliance with Contract Documents, payment for both initial tests and subsequent retesting occasioned by non - compliance, d and all costs, including additional Architect's services made necessary by such 1— _ failure, will be charged to Contractor by deducting inspection or testing charges ? ~ from Contract Sum /Price. z g ILJ 1.08 MANUFACTURERS' FIELD SERVICES AND REPORTS v o u) A. Submit qualifications of observer to Architect 30 days in advance of required ° u j observations. Observer subject to approval of Architect. B. When specified in individual specification Sections, require material or Product w z suppliers or manufacturers to provide qualified staff personnel to observe site co N conditions, conditions of surfaces and installation, quality of workmanship, start-up of F '—' equipment, test, adjust, and balance of equipment as applicable, and to initiate z instructions when necessary. C. Observer shall report observations and site decisions or instructions given to applicators or installers that are supplemental or contrary to manufacturers' written instructions. D. Submit report within 15 days of observation to Architect for review. PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION (Not Applicable) END OF SECTION 29 October 96 01400 - 3 END PART 1 GENERAL 1.01 DESCRIPTION: SECTION 01410 TESTING LABORATORY SERVICES A. Owner will employ and pay for such services of an independent testing laboratory to perform inspection, sampling, and testing as required by local building codes. B. Referenced Sections: PART 3 - EXECUTION 1. Section 02200 2. Section 03300 - 3. Section 04100 4. Section 04200 5. Section 05500 - 6. Section 07510 - - EARTHWORK: Compacted Fill and Backfill. CAST -IN- PLACE- CONCRETE: Cast -in -Place Concrete. - MORTAR. - UNIT MASONRY: Grout. METAL FABRICATIONS: Structural Welding. ROOFING: Built -up Asphalt Bituminous Roofing. 3.01 CONTRACTOR'S RESPONSIBILITIES: Cooperate with laboratory personnel, provide access to work, and furnish facilities for laboratory work. 3.02 EVALUATION OF TESTS AND INSPECTIONS: A. Results of laboratory and /or field control tests and inspections shall be the principal basis upon which satisfactory completion of work shall be judged. B. If results of tests and inspections indicate work is below requirements of Contract Documents, that portion of work is subjected to condemnation. 3.03 ADJUSTMENTS: Remove and replace work so condemned at Contractor's expense including costs of subsequent tests and inspections, and assistance by the Architect and Structural Engineer until work meets requirements of Contract Documents. 22 November 96 END OF SECTION 01410 - 1 END z Z • ce w 00 w o ws • co IL: w O; 2 J, co d . = w' z � z I- U • oi O N: iw u O. .z. CU = + O ~• z SECTION 01500 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS PART1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Temporary Utilities. 2. Temporary Controls. 3. Construction Facilities. 4. Removal of temporary utilities, controls and facilities. B. Related Sections 1. Section 01700 - Contract Closeout: Final cleaning. 1.02 TEMPORARY UTILITIES A. Temporary Electricity: 1. Provide and pay for power service required from Utility source. 2. Provide temporary electric feeder from existing electrical service at location as directed. Power consumption shall not disrupt Owner's or other contractors need for continuous service. 3. Provide flexible power cords as required. 4. Permanent convenience receptacles may not be utilized during construction. B. Temporary Lighting: 1. Provide and maintain incandescent lighting for construction operations to achieve a minimum lighting level of 2 watt/sq ft. 2. Provide and maintain 1 watt/sq ft lighting to exterior staging and storage areas after dark for security purposes. 3. Provide and maintain lighting to interior work areas after dark for security purposes. 4. Provide branch wiring from power source to distribution boxes with lighting conductors, pigtails, and lamps as required. 5. Maintain lighting and provide routine repairs. 6. Permanent building lighting may not be utilized during construction. C. Temporary Heat: 1. Existing facilities shall not be used. 2. Provide and pay for heat devices and heat as required to maintain specified conditions for construction operations. 3. Maintain minimum ambient temperature of 50 degrees F in areas where construction is in progress, unless indicated otherwise in specifications. D. Temporary Ventilation: 1. Ventilate enclosed areas to: a. Assist cure of materials. b. Dissipate humidity. 29 October 96 z =z �w 00 N 0 w = J 1— N LL w H z � F-0 z t- Lu 0 -. 0E- ww a.I- u. O w O ~ z it c. Prevent accumulation of dust, fumes, vapors, or gases. d. Provide local exhaust ventilation to prevent harmful dispersal of hazardous substances into atmosphere at all times. 2. Provide ventilation and /or heat to dry out underside of roof deck prior to installing insulation or finish. E. Temporary Telephone and Facsimile (FAX) Service: 1. Provide, maintain and pay for telephone service and facsimile (FAX) machine, on dedicated line, to field office at time of project mobilization. a. Toll calls paid by party making call. b. Equip telephone with outside bell. 2. Maintain services from start of work through Substantial Completion. 3. Should project not be equipped with a fax, a total of $100.00 per week will be deducted from the contract amount at the end of the project. F. Temporary Water Service: 1. Provide, maintain and pay for suitable quality water service required. Connect to existing water source for construction operations. 2. Extend branch piping with outlets located so water is available by hoses with threaded connections. G. Temporary Sanitary Facilities: 1. Provide and maintain adequate number of required facilities and enclosures for use of all persons and trades employed on Work during Construction period. Existing facilities shall not be used. a. Toilet facilities. b. Washing facilities. H. Temporary First Aid Facilities: Provide adequate first aid facilities for construction personnel. I. Temporary Fire Protection: 1. Take all precautions to prevent possibility of fire resulting from construction operations. Particularly avoid hazardous accumulations of rubbish and unsecured flammable materials. 2. Provide emergency fire extinguishing equipment of adequate type and quantity, readily available and properly maintained. 3. Keep local Fire Department's telephone number prominently displayed near telephone. 1.03 TEMPORARY CONTROLS A. Barriers: 1. Provide barriers to prevent unauthorized entry to construction areas and to protect existing facilities and adjacent properties from damage from construction operations. 2. Provide barricades required by governing authorities for public rights -of -way. 29 October 96 01500 - 2 If 3. Protect non -owned vehicular traffic, stored materials, site and structures from damage. B. Fencing: 1. Construction: Commercial grade chain link fence. 2. Provide 6 foot high fence around construction materials storage area; equip with vehicular and pedestrian gates with locks. C. Water Control: 1. Exercise care in cleaning out equipment, etc., so as to prevent materials from clogging catch basins and yard drains. 2. Leave all drainage items clean and in proper working condition. D. Dust Control: 1. Periodically wet down Site as required to keep flying dust to minimum. 2. Vacuum clean interior surfaces of building prior to start of finish painting. 3. Continue vacuum cleaning on as- needed basis until building is ready for Substantial Completion or occupancy. E. Pollution Control: 1. Burning or burying of rubbish and waste materials on Site is prohibited. Provide dump box for collection of waste materials. 2. Disposal of volatile fluid wastes (such as mineral spirits, oil or paint thinner) in storm or sanitary sewer systems is prohibited. 3. Keep Site and surrounding areas clear of accumulations of waste material and rubbish resulting from operations under this Contract. Remove waste from Site immediately upon completion of Work. F. Exterior Enclosures: 1. Provide temporary weather -tight closure of exterior openings to accommodate acceptable working conditions and protection for Products, to allow for temporary heating and maintenance of required ambient temperatures identified in individual specification Sections, and to prevent entry of unauthorized persons. 2. Provide access doors with self - closing hardware and locks. G. Protection of Installed Work: 1. Protect installed Work and provide special protection where specified in individual specification Sections. 2. Provide temporary and removable protection for installed Products. Control activity in immediate work area to minimize damage. 3. Provide and maintain temporary shoring and lateral bracing of structure during erection to resist all Toads including: a. Wind. b. Seismic. c. Construction. d. Materials. e. Moving Equipment. 29 October 96 , 01500 - 3 29 October 96 4. Do not remove temporary bracing and shoring until adequate permanent connections or structural elements are in final position and positively anchored. 5. Provide protective coverings at walls, projections, jambs, sills, and soffits of openings. 6. Protect finished floors, stairs, and other surfaces from traffic, dirt, wear, damage, or movement of heavy objects, by protecting with durable sheet materials. 7. Prohibit traffic or storage upon waterproofed or roofed surfaces. If traffic or activity is necessary, obtain recommendations for protection from waterproofing or roofing material manufacturer. 8. Prohibit traffic from landscaped areas. H. Security: 1. Provide security and facilities to protect Work, and Owner's operations from unauthorized entry, vandalism, or theft. 2. Provide temporary locks and doors at all openings after building is enclosed. 3. Coordinate with Owner's security program. 1.04 CONSTRUCTION FACILITIES A. Access Roads: 1. Construct and maintain temporary roads accessing public thoroughfares to serve construction area. 2. Extend and relocate as Work progress requires. Provide detours necessary for unimpeded traffic flow. 3. Provide and maintain access to fire hydrants, free of obstructions. 4. Designated existing on -site roads may be used for construction traffic. 5. Provide barricades, warning signs, flagmen or other traffic regulators which may become necessary for protection of public, construction personnel and property. B. Parking: 1. Provide temporary surface parking areas to accommodate construction personnel, project visitors and Owner's employees. 2. Do not allow vehicle parking on existing pavement other than the specific area authorized by Owner. C. Progress Cleaning: 1. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly condition. 2. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and other closed or remote spaces, prior to enclosing space. 3. Broom and vacuum clean interior areas prior to start of surface finishing, and continue cleaning to eliminate dust. 4. Remove waste materials, debris, and rubbish from site periodically and dispose off -site. D. No signs are allowed without Owner permission except those required by law. 01500 - 4 z ~ w re 2 6 00 CD Ill J V) u_ w 2 g Q = w z � o z I- uj U ( o - I-- w u- ..z U= 0 I z E. Field Offices and Sheds: 1. Office: Weather- tight, with lighting, electrical outlets, heating, cooling and ventilating equipment, and equipped with sturdy furniture, and drawing display table, telephone, facsimile machine, and emergency first aid facilities. 2. Provide space for project meetings, with table and chairs to accommodate 6 persons. 3. Photocopy machine shall be capable of legal and letter size plain paper. (Should project not be equipped with a suitable photocopy machine, a total of $100.00 per week will be deducted from the contract amount at the end of the project.) 4. Sheds: Provide following facilities in temporary buildings used for material and equipment storage. a. Ventilation: Where required for materials being stored. b. Fire Extinguisher: One ABC type portable fire extinguisher, and one specialty type fire extinguisher if so required for specific materials stored. c. Temperatures: As required for materials being stored. 1.05 REMOVAL OF TEMPORARY UTILITIES, CONTROLS AND FACILITIES A. Remove temporary above grade or buried utilities, equipment, facilities, materials, prior to Substantial Completion inspection. B. Clean and repair damage caused by installation or use of temporary work. C. Restore existing facilities used during construction to original condition. Restore permanent facilities used during construction to specified condition. PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION (Not Applicable) END OF SECTION 29 October 96 01500 - 5 END PART1 GENERAL 1.01 SUMMARY SECTION 01600 MATERIAL AND EQUIPMENT A. Section Includes: 1. Definitions. 2. Transportation and handling. 3. Storage and protection. 4. Materials and Equipment. 5. Manufactured and fabricated products. 6. Product options and substitutions. B. Related Sections: 1. Section 01019 - Contract Considerations. 2. Section 01400 - Quality Control: Product quality monitoring. 1.02 DEFINITIONS A. Products: 1. New material, machinery, components, equipment, fixtures, and systems forming Work. 2. Does not include machinery and equipment used for preparation, fabrication, conveying and erection of Work. 3. Products may also include existing materials or components required for reuse. 1.03 TRANSPORTATION AND HANDLING A. Coordinate product deliveries to avoid work schedule conflicts or delays. B. Transport and handle products in accordance with manufacturer's instructions. C. Deliver products undamaged, in manufacturers original containers with labels intact and legible. D. Promptly inspect shipments to assure that products comply with requirements, quantities are correct, and products are undamaged. E. Provide equipment and personnel to handle products by methods to prevent soiling, disfigurement, or damage. 29 October 96 01600 - 1 z �-- z re w Q � W U . 00 w= w 2 co d . = w z � z 1— w U � o D OH = U IL. O .z w U co O z 1.04 STORAGE AND PROTECTION A. Assume full responsibility for protection and safekeeping of products stored on premises. B. Store stockpiled materials in designated areas. C. Store and protect products in accordance with manufacturer's instructions, with seals and labels intact and legible. Store sensitive products in weather - tight, climate controlled enclosures. D. For exterior storage of fabricated products, place on sloped supports, above ground. E. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to avoid condensation. F. Store loose granular materials on solid flat surfaces in well- drained area. Provide mixing with foreign matter. G. Provide equipment and personnel to store products by methods to prevent soiling, disfigurement, or damage. H. Arrange storage of products to permit access for inspection. Periodically inspect to assure products are undamaged and are maintained under specified conditions. PART 2 PRODUCTS 2.01 MATERIALS AND EQUIPMENT A. All materials and equipment shall be new (except existing items specifically designated for reuse) and free from defects impairing strength, durability, or appearances. 1. When two or more items of same kind are required under work, use items of single manufacturer except where specifically exempted. 2. Electrical products shall bear Underwriters' Laboratories (UL) label properly attached in accordance with requirements of Regulatory Agencies. B. All items incorporated into Work shall conform to Contract Documents and designated standards. 2.02 MANUFACTURED AND FABRICATED PRODUCTS A. Design, fabricate and assemble products in accordance with current best engineering, industry, and shop practices. B. Provide interchangeable components of same manufacturer, for similar components. 29 October 96 , z Z re 2 u 00 N w J N LL w � LL to a � z I o w w . 2 o - U O - 0 H w w ~ O .Z ' w U= z C. Contract Documents are based upon specific manufacturers listed in various Specification sections. Alternate manufacturers may require deviations from Contract Documents to properly install their particular product and to provide required results. 1. Provide all additional work necessary to install such products, if approved, at no extra charge to Owner. 2. Submit Shop Drawings showing all deviations from Contract Documents for each specific item. 2.03 PRODUCT OPTIONS AND SUBSTITUTIONS A. Architect will consider requests for Substitutions only within 15 days after date established in Notice to Proceed. B. Consideration: Requests for substitution of specified products after the notice to proceed time frame will be considered only for the following reasons: 1. Owner's or Architect's request. 2. Reduction in contract time or contract sum. 3. Specified product is not available from any source. 4. Specified product would cause significant delay in contract time. C. Submittal: Submit requests on attached Substitution Request Form. D. Substitutions may be considered when product becomes unavailable through no fault of Contractor. E. Document each request with complete data substantiating compliance of proposed Substitution with Contract Documents. F. Substitution Request constitutes representation that Contractor: 1. Has investigated proposed product and determined that it meets or exceeds quality level of specified product. 2. Will provide same warranty for Substitution as for specified product. 3. Will coordinate installation and make changes to other Work which may be required for Work to be complete with no additional cost to Owner. 4. Waives claims for additional costs or time extension which may subsequently become apparent. 5. Will reimburse Owner for review or redesign services associated with re- approval by authorities. G. Substitutions will not be considered when they are indicated or implied on Shop Drawing or product data submittals, without separate written request, or when acceptance will require revision to Contract Documents. H. Substitution Submittal Procedure: 1. Submit three copies of attached Substitution Request Form. Limit each request to one proposed Substitution. 29 October 96 z w JU 00 w J H V LL wO u. Q . i ~w Z = zI- w n o O Y.- I— w O . .. U =. z 1 29 October 96 2. Submit shop drawings, product data, and certified test results attesting to proposed product equivalence. 3. Architect will notify Contractor, in writing, of decision to accept or reject request. PART 3 EXECUTION 3.01 PREPARATION A. Examine existing conditions, Project requirements and Contract Documents. Verify that materials and equipment furnished meet specified requirements. 3.02 INSTALLATION A. Perform Work, handle, install, connect, clean, condition and adjust products in strict accordance with manufacturers' printed Instructions, and with Contract Document requirements. B. In case of conflict, Contract Documents shall govern. When in doubt, request clarification. 01600 - 4 Vri z 1-2 LIJ it 2 v : U - O . N 0 w J w gQ co =a z �. 1-O z I ui D 3 o w W Z O ..z w 1 _ O~ z PI SUBSTITUTION REQUEST FORM TO: Date: PROJECT Location: z L. Section Page Paragraph Description 00 The undersigned requests consideration of the following u) w J F U) u. w u. CD Attached data also includes description of changes to Contract Documents which proposed substitution will require for its proper installation. z The undersigned states that the following paragraphs, unless modified on attachments, are z LLI correct: D o. 1. The proposed substitution does not affect dimensions shown on Drawings. . - ; 2. The undersigned will pay for changes to the building design, including engineering design, detailing and construction costs caused by the requested substitution. 3. The proposed substitution will have no adverse affect on other trades, the construction o schedule, or specified warranty requirements. z 4. Maintenance and service parts will be locally available for the proposed substitution. j co The undersigned further states that the function, appearance and quality of the Proposed z Substitution are equivalent or superior to the Specified Item. SPECIFIED ITEM: PROPOSED SUBSTITUTION Attached data includes product description, specifications, drawings, photographs, performance and test data adequate for evaluation of the request; applicable portions of the data are clearly identified. Submitted by: Signature For use by Design Consultant: ❑ Accepted ❑ Accepted as noted Firm ❑ Not Accepted ❑ Received too late Address By Date Telephone Remarks Attachments: 29 October 96 END OF SECTION 01600 - 5 END PART1 GENERAL 1.01 SUMMARY SECTION 01700 CONTRACT CLOSEOUT A. Section Includes: 1. Closeout procedures. 2. Final cleaning. 3. Adjusting. 4. Project record documents. 5. Operation and maintenance data. 6. Warranties. 7. Spare parts and maintenance materials. B. Related Sections: 1. Section 01300 - Submittals. 2. Section 01500 - Construction Facilities and Temporary Controls: Progress cleaning. 1.02 CLOSEOUT PROCEDURES A. Substantial Completion: 1. Submit written certification to Architect that Work, or designated portion of Work, is substantially complete. 2. If Architect determines upon review, that Work is substantially complete: a. Contractor shall submit list of items requiring completion or correction as determined by Architect's review. b. Contractor shall obtain Certificate of Occupancy, and perform Final cleaning. c. Architect will prepare and issue Certificate of Substantial Completion. d. Owner may occupy Project, or designated portion of Project, under provisions of Certificate of Substantial Completion. 3. If Architect determines that Work is not substantially complete Architect will immediately notify Contractor in writing. Contractor shall complete and notify Architect when work is substantially complete. B. Reinspection Fees: 1. Should Architect perform more than one reinspection due to failure of the work to comply with the claims of status of completion made by the Contractor: a. Owner will compensate Architect for such additional services. b. Owner will deduct the amount of such compensation from the final payment to the Contractor. 29 October 96 01700 - 1 C. Final Review: 1. Submit written certification that Contractor has reviewed Contract Documents and inspected Work, and that Work is complete in accordance with Contract Documents and ready for Architect's review. 2. If Architect determines upon review that work is complete, Architect will notify Contractor and request Project Record Documents, Warranties, bonds, spare parts, maintenance materials, keys, keying schedule and Certificate of Occupancy. 3. If Architect determines upon review, that Work is not complete, Architect will notify Contractor in writing, stating reasons. Contractor shall complete work and repair deficiencies. Architect will re- review Work after Contractor's notification that all Work is complete. D. Provide submittals to Architect that are required by governing or other authorities. E. Payments and Release of Liens: 1. Submit two executed copies of Contractor's Affidavit of Payment of Debts and Claims, AIA G706. 2. Submit two executed copies of Contractors Affidavit of Release of Liens AIA G706A, including consent of Surety to Final Payment, AIA G707 and Contractor's release or waiver of liens. F. Submit final Application for Payment identifying total adjusted Contract Sum, previous payments, and sum remaining due. 1.03 FINAL CLEANING A. Execute final cleaning prior to final inspection. B. Clean interior and exterior glass and surfaces exposed to view; remove temporary labels, stains and foreign substances, polish transparent and glossy surfaces, vacuum carpeted and soft surfaces. C. Clean equipment and fixtures to sanitary condition. D. Clean filters of operating equipment. E. Clean debris from roofs, gutters, downspouts, and drainage systems. F. Clean site; sweep paved areas, rake clean landscaped surfaces. G. Remove waste and surplus materials, rubbish, and construction facilities from Site. H. Maintain Work in clean condition until Owner's Final Acceptance. 29 October 96 01700 - 2 .., 1.04 ADJUSTING A. Adjust operating Products and equipment to ensure smooth and unhindered operation. B. Refer to Division 15 - Mechanical for adjusting of Mechanical systems. 1.05 PROJECT RECORD DOCUMENTS A. Maintain on Site, one set of following Record Documents; record actual revisions to Work: 1. Contract Drawings. 2. Project Manual (Conditions of Contract and Specifications.) 3. Addenda. 4. Change Orders and other Modifications to Contract. 5. Reviewed Shop Drawings, product data, and samples. 6. Field test records. B. Store Record Documents separate from documents used for construction. C. Record information concurrent with construction progress must be maintained weekly. Recorded documents will be reviewed at each meeting. D. Specifications: Legibly mark and record at each Product section description of actual Products installed, including following: 1. Manufacturer's name and product model and number. 2. Product substitutions or alternates utilized. 3. Changes made by Addenda and Modifications. E. Record Documents and Shop Drawings: Legibly mark each item to record actual construction including: 1. Measured depths of foundations in relation to finish floor datum. 2. Measured horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements. 3. Measured locations of internal utilities and appurtenances concealed in construction, referenced to visible and accessible features of the Work. 4. Field changes of dimension and detail. 5. Details not on original Contract Drawings. F. Architect will arrange for the Contractor to obtain reproducibles for transfer of Contractor design /build drawings and record drawing information by the Contractor. Cost of Vellum reproducibles will be paid by the Contractor. Final certified "As- Built" reproducible Vellum shall be submitted by the Contractor to the Architect before final payment is requested. G. Delete Architect title block and seal from all documents. H. Submit documents to Architect with claim for final Application for Payment. 29 October 96 ; 01700 - 3 z w r4 2 J U U O U 0 w w J CO LL, wo 2 _ . I a = w I- z I- w 0 0— 0 w �I u o . w Z O F' z z 0 J N LL wO u a _° � z )- 0 z F- U 0 co 0— 0H w w L I O wz U = E T_ z was 1.07 WARRANTIES A. Provide duplicate notarized copies. B. Execute and assemble documents from Subcontractors, suppliers, and manufacturers. C. Provide binder cover, Table of Contents, tabulated list of products, beginning date and expiration date for warranties and name and address of party to contact in case of claim against warranty. Assemble with warranties in three D side ring binder with durable plastic cover. D. Submit prior to final Application for Payment. E. For items of Work delayed beyond date of Substantial Completion, provide updated submittal within ten days after acceptance, listing date of acceptance as start of warranty period. 1.08 SPARE PARTS AND MAINTENANCE MATERIALS A. Provide products, spare parts, maintenance and extra materials, with labels, in quantities specified in individual specification Sections. B. Deliver to Owner's storage area and place in location as directed; obtain receipt prior to final payment. C. Tabulate list of spare parts and maintenance materials. Indicate product description, Specifications paragraph listing product, and quantity of product delivered to Owner. Include list at end of "OPERATION AND MAINTENANCE INSTRUCTION" binder. 1.09 INSTRUCTION OF OWNER'S PERSONNEL: A. Prior to final inspection or acceptance, fully instruct Owner's designated operating and maintenance personnel in the operation, adjustment and maintenance of all products, equipment and systems. B. Operating and maintenance manual shall constitute the basis of instruction. 1. Review contents of manual with Owner's personnel in full detail to explain all aspects of operations and maintenance. 2. Review complete heating and cooling cycles with Owner's personnel. Review location of dampers, valves and control equipment. PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION (Not Applicable) 29 October 96 01700 - 5 END z w p c) U u) W= J 1- w O 2 � Q co D _° z z �. 1- O z 1- uj U � O N '. U w u j � u O ..z w U O ~ z w. SECTION 02060 SELECTIVE DEMOLITION PART 1 GENERAL 1.01 SUMMARY z A. Section Includes: 1 1. Demolition of designated structures and removal of materials from site. I- w 2. Demolition and removal of foundations and slabs -on- grade. 6 3. Disconnecting and removal of identified utilities. -J 0 4. Removal and Filling of underground tanks and piping. w 0 5. Refer to items as scheduled at end of section and as indicated on the drawings. w = J H B. Related Sections: w 0 1. Section 01039 - Coordination and Meetings: Re- installation of removed and 2 stored equipment and materials. 5 2. Section 01500 - Construction Facilities and Temporary Controls. w 3. Section 01700 - Contract Closeout: Project record documents. I W 4. Section 02200 - Earthwork: Backfill materials. z 1 1--0 1.02 SUBMITTALS w w A. Submit under provisions of Section 01300. o 0 I_- B. Shop Drawings: = w 1. Indicate demolition and removal sequence and location of salvageable items. i-- 2. Location and construction of temporary work. u. z u.i C. Project Record Documents: F y . 1. Submit under provisions of Section 01700. o 2. Accurately record actual locations of capped utilities and subsurface z obstructions. D. Permits, Notices, Certificates: 1. Permits and notices authorizing building demolition. 2. Certificates of severance of utility services. 3. Permit for transport and disposal of debris. 4. Demolition procedures and operational sequence for review by the Owner. 1.03 QUALITY ASSURANCE A. Contractor Qualifications: Minimum five years documented experience in demolition of comparable projects. 22 January 98 02060 - 1 ,;. .;, B. Regulatory Requirements: 1. Conform to applicable code for demolition work, safety of structure, dust control and environmental or jurisdictional requirements. 2. Meet requirements of applicable provisions of: ._ a. Occupational Safety and Health Administration (OSHA). b. Associated General Contractors of America (AGC): AGC Manual of Accident Prevention in Construction. __ z • c. State of Washington. _ 3. Obtain required permits from authorities. w cc 2 C. Notify affected utility companies before starting work and comply with their o requirements. c co D. Do not close or obstruct egress width to exits. 0) LI- wo E. Do not disable or disrupt building fire or life safety systems without prior written notice 2 to Owner and jurisdiction. ` " g co F. Test soils around buried tanks for contamination. F w z � G. Conform to procedures applicable when discovering hazardous or contaminated H- p materials. w Lu 1.04 PROJECT CONDITIONS o (1) A. Existing Conditions: w w 1. Field verify existing conditions prior to start of work. ��—, 2. Existing asbestos, containing material will be removed by Owner's separate Contractor prior to start of work of this Contract. w U = B. Protection: Erect barriers, fences, guard rails, enclosures, chutes and shoring to z ~ protect public, personnel, structures, bench marks and utilities scheduled to remain. C. Maintaining Traffic: 1. Ensure minimum interference with roads, streets, driveways, sidewalks and adjacent facilities. 2. Do not close or obstruct streets, sidewalks, alleys or passageways without permission from the Owner and authorities having jurisdiction. 3. If required by governing authorities, provide alternate routes around closed or obstructed traffic ways. 1.05 SEQUENCING AND SCHEDULING A. Sequence work under provisions of Section 01010 . 1. Sequence activities in coordination with Owner/Tenant requirements. 22 January 98 02060 - 2 02060 - 3 z w CL 2 6 0 CO 0 COw III H u. w J LL Q = I- w z I- I-0 Z I. 0 0 .. 0 - o 1— wW z _z ui - I o z B. Cease operations immediately if adjacent structures appear to be in danger. Notify Architect and authority having jurisdiction. Do not resume operations until directed. C. Conduct operations with minimum interference to public or private accesses. Maintain protected egress and access at all times. D. Obtain written permission from adjacent property owners when demolition equipment will traverse, infringe upon or limit access to their property. E. Sprinkle Work with water to minimize dust. Provide hoses and water connections for this purpose. 3.03 DEMOLITION A. Remove foundation walls and footings to minimum of two feet below finished grade beyond area of new construction. B. Remove concrete slabs on grade. C. Empty buried tanks located within demolition area. Remove buried tanks, components, and piping from site. D. Remove materials tote re- installed or retained in manner to prevent damage. Store and protect in accordance with requirements of Section 01600. E. Backfill areas excavated and open pits and holes caused as a result of demolition in accordance with the Soils Report. F. Rough grade and compact areas affected by demolition to maintain site grades and contours. 3.04 DISPOSAL A. Except where noted otherwise, remove demolished materials from Site. Do not burn or bury materials on Site. B. Remove demolished materials from Site as work progresses. Upon completion of work, leave areas in clean condition. C. Remove and transport demolition debris to acceptable, licensed landfill area. 3.05 PROTECTION AND CLEAN UP A. Remove temporary Work. B. Leave Site in clean condition, ready for start of new construction. 22 January 98 02060 - 4 z z u�I 2 00 CO o IJJ _1 Nu. w u? Z Z ° uj o i n 0H wW � .z U = z ,—) 3.06 SCHEDULES A. Review with Owner any items to be removed, stored, and protected for re-installation. B. Review with Owner any items to be removed and be retained by Owner; deliver to location designated by Owner. 22 January 98 END OF SECTION 02060 - 5 END • . • PART1 GENERAL 1.01 SUMMARY SECTION 02200 EARTHWORK A. Section Includes: 1. Excavation, Trenching and Grading. 2. Filling and Backfilling. 3. Consolidation and Compaction. 4. Vapor Barrier. B. Related Sections: 1. Section 00220 - Soils Investigation Data. 2. Section 01400 - Quality Control. 3. Section 01410 - Testing Laboratory Services. 4. Section 02701 - Subdrainage Systems. 5. Section 03300 - Cast -in -Place Concrete. 1.02 REFERENCES A. American National Standards Institute /American Society for Testing and Materials (ANSI /ASTM): 1. ANSI /ASTM C136 - Method for Sieve Analysis of Fine and •Coarse Aggregates. 2. ANSI /ASTM D698 - Test Methods for Moisture - Density Relations of Soils and Soil- Aggregate Mixtures, Using 5.5 Ib (2.49 kg) Rammer and 12 inch (304.8 mm) Drop. 3. ANSI /ASTM D1556 - Test Method for Density of Soil in Place by the Sand -Cone Method. 4. ANSI /ASTM D1557 - Test Methods for Moisture - Density Relations of Soils and Soil- Aggregate Mixtures Using 10 Ib (4.54 kg) Rammer and 18 inch (457 mm) Drop. B. Reports on Geotechnical Investigations: 1. Soils Report dated September 23, 1997 as prepared by Geotechnical Engineering Services. 1.03 SUBMITTALS A. Submit under provisions of Section 01300. B. Reports on compaction tests: Submit to Architect prior to placing concrete over compacted work. 14 January 98 02200 - 1 2 UO NO CO u. wO u-5 i d , �.w Z = I- O Z ~ ui 0 O - 01— = U . I � w ui Z U N 0 z •? ' 1.04 PROJECT CONDITIONS B. Type B - Pea Gravel: Washed, free of clay, shale, organic matter; graded in accordance with ANSI /ASTM C136, to following: 1. Minimum Size: 1/4 inch. 2. Maximum Size: 5/8 inch. 22 January 98 02200 - 2 A. If required, follow wet weather construction techniques as recommended by the Soils Engineer. B. Existing Utilities: Utilities shall be construed to mean sewer, water, gas, and other pipes and electrical conductors, conduits, and wires. _ z 1. Report any active utilities encountered; protect and support same when required z to remain. w re 2. Remove inactive or abandoned utilities encountered as directed by Owner's = representative. o cn C. Bench Marks and Monuments: Find and maintain all bench marks, monuments, and w co w reference points. 1. Written approval required for removal of such indicators. w o 2. Replace reference points disturbed by these operations. 2 D. Protect existing adjacent fences, roads, sidewalks, paving, and curbs. N = w PART 2 PRODUCTS r-- z 1 2.01 GRANULAR MATERIALS 2 D A. Type A - Crushed Rock: 3 /" washed; free of shale, clay, friable material, sand, debris; o ' graded in accordance with ANSI /ASTM C136 within following limits: w w u Sieve Size Percent Passing L I O 2 inches 100 Cu N One inch 100 3/4 inch 95to100 z ~ . 5/8 inch 75 to 100 3/8 inch 55 to 85 No. 4 35 to 60 No. 16 15 to 35 No.40 10to25 No. 200 0 to 5 C. Type C - Sand: Clean, washed sand; free of silt, clay, loam, friable or soluble materials, or organic matter; graded in accordance with ANSI /ASTM C136, within following limits: Sieve Size Percent Passing No. 4 100 No. 14 10 to 100 No. 50 5 to 90 No. 10 4 to 30 No. 200 0 D. Concrete: Structural concrete conforming to Section 03300 with compressive strength of 3,500 psi. E. Structural fill: as noted and required within Soils Report. 2.02 COMPACTION EQUIPMENT A. Preload all areas as required by Soils Report. B. Provide and use sufficient equipment of type and weight suitable for conditions encountered in field. C. Equipment shall be capable of obtaining required compactions in all areas, including those that are inaccessible to ordinary rolling equipment. 2.03 ACCESSORIES A. Vapor Barier: 6 mil thick, black polyethylene. PART 3 EXECUTION 3.01 EXCAVATION A. Excavate subsoil required to accommodate building foundations, slabs -on -grade and site structures, construction operations, and other improvements. 1. Excavate to working elevations. 2. Excavation cut not to interfere with normal 45 degree bearing splay of foundation. 3. Grade top perimeter of excavation to prevent surface water from draining into excavation. 4. Hand trim excavation. Remove loose matter. 22 January 98 02200 - 3 B. Notify Architect of unexpected subsurface conditions and discontinue affected Work in area until notified to resume work. C. Correct unauthorized excavation, areas over - excavated by error, and faulty bearing conditions caused by construction operations, at no extra cost to Owner. D. Dewatering: Maintain excavations free of water and mud. E. Remove excavated material from Site. 3.02 ROCK EXCAVATION A. Rock is defined as a sound and solid mass, layer or ledge of mineral matter inplace, and of such hardness that it cannot be effectively loosened or broken down by ripping in a single pass with a late -model tractor mounted hydraulic ripper equipped with one digging point of standard manufacturer's design and adequately sized for use with and propelled by a crawler -type tractor rated between 385 and 410 net flywheel horsepower operating in low gear. B. In trenches and other areas where use of crawler- mounted ripping equipment is impractical, rock is defined as a sound material of such hardness and texture that it cannot be loosened or broken down by a Caterpillar 215 or similar track - mounted excavator quipped with properly sized digging teeth. C. Rock excavation is defined as removal of rock particles or masses larger than 2 cubic yards from above finished subgrade elevations and from within trenches. Particles smaller than 2 cubic yards are considered common excavation. Rock excavation may be performed by chipping and breaking, or by overexcavation, removal, and backfill with compacted granular fill. Blasting is not permitted. D. Rock excavation will be measured by the cubic yard removed, whether by overexcavation or by breaking, and shall include all backfill necessary to achieve final grades. Removal of material or particles smaller than 2 cubic yards is not considered rock excavation. 3.03 SHORING AND UNDERPINNING A. Shoring and Bracing: 1. Place, maintain, and remove all shoring, cribbing, and bracing in accordance with all applicable safety codes, and as required to prevent caving, to protect, and to adequately and properly provide for safety of all personnel and public. 2. Protect unshored slopes from rain and running water in acceptable manner. 22 January 98 02200 - 4 z w r 1 QQe J U U 0 0 w J= � LL w g< = z � F- w ~ U O N oI- wW O . Lu U - _ O~ z 3. Assume sole responsibility for design, construction, and maintenance for shoring. a. Design and install in accordance with applicable codes. b. Communication with, and review by and Soils Engineer shall in no way relieve Contractor of Contractor's responsibilities in connection with work. 3.04 TRENCHING A. Cut out soft areas of subgrade not capable of insitu compaction. Backfill with Type C fill and compact to density equal to or greater than requirements for subsequent backfill material. B. Excavate subsoil required for sanitary sewer, water, gas, electrical, and telephone services. 1. Cut trenches sufficiently wide to enable installation of utilities and allow inspection. 2. Hand trim for bell and spigot pipe joints. Remove loose matter. C. Support pipe and conduit during placement and compaction of fill material. 3.05 FILLING AND BACKFILLING A. Examination: 1. Verify fill materials to be reused are acceptable. B. Preparation: 1. Preload and compact subgrade to density requirements for subsequent backfill materials. 2. Cut out soft areas of subgrade not capable of compaction or as required by the Soils Report. Backfill with Structural fill and Type A fill and compact to density equal to or greater than requirements for subsequent backfill material. 3. Prior to placement of aggregate base course material at paved areas, compact subsoil to 95 percent of its maximum dry density in accordance with ANSI /ASTM D698. C. Filling: 1. Granular Fill: Place and compact materials in continuous layers not exceeding 8 inches compacted depth. 2. Leave fill material stockpile areas completely free of excess fill materials. D. Backfilling: 1. Backfill areas to contours and elevations with unfrozen materials. 2. Systematically backfill to allow maximum time for natural settlement. Do not backfill over porous, wet, frozen or spongy subgrade surfaces. 3. Backfill against supported foundation walls. Do not backfill against unsupported walls. 22 January 98 02200 - 5 z w 00 (0 0 w J 1- N � w gQ d Z H O w � 0 O- oI- ww u. O w Z U = o z If 4. Remove surplus backfill materials from Site. E. Employ placement method that does not disturb or damage utilities in trenches. F. Maintain optimum moisture content of fill and backfill materials to attain required compaction density. G. Make grade changes gradual. Blend slope into level areas. 3.06 CONSOLIDATION AND COMPACTION A. Compaction testing will be performed in accordance with ANSI /ASTM and with Section 01400. B. When, in judgment of Soils Engineer, sufficient compaction effort has not been used, or where field density tests indicate that required compaction or moisture content has not been obtained, or if "pumping" or other indications of instability are noted, fill and /or backfill shall be reworked and recompacted as needed to obtain stable fill /backfill at required density and moisture content prior to placing additional materials. C. Proof roll compacted fill surfaces under slabs -on -grade and paving. 3.07 GRADING A. Finish Grading: 1 Limits of finish grading: as indicated on Drawings. 2. Uniformly grade to smooth, compact finish free of irregular surfaces. Spot elevations take precedence over contours. 3. Grade and uniformly shape soil for landscape areas to be free of rocks, clods, and debris. 4. Tolerances: a. Areas to receive slabs, subbase, and base courses for paving: (1) Vertical: +/ -0.05 ft. (2) Horizontal: +/ -0.10 ft b. All other areas: (1) Vertical: +/ -0.05 ft. (2) Horizontal: +/ -0.20 ft. B. Protect finish graded areas form traffic, erosion, and settlement that may occur from any cause prior to acceptance. 1. Repair damaged and disturbed areas. 2. Regrade to required elevations and slopes at no additional cost to Owner. 3.08 FIELD QUALITY CONTROL A. Field inspection and testing will be performed under provisions of Section 01400. 22 January 98 02200 - 6 z • w re J U O 0 to 0 w I- uj O = W F- _ z � I- 0 Z I- LL/ uj U � O ILI =U u. O .z w = o~ z " B. Tests and analysis of fill material will be performed in accordance with ANSI /ASTM and with Section 01400. C. Provide for visual inspection of bearing surfaces. D. If tests indicate Work does not meet specified requirements, remove Work, replace and retest at no cost to Owner. 3.09 PROTECTION OF FINISHED WORK A. Protect finished Work under provisions of Section 01500. B. Protect excavations by methods required to prevent cave -in or loose soil from falling into excavation. C. Protect bottom of excavations and soil adjacent to and beneath foundation, from freezing. D. Recompact fills subjected to vehicular traffic. 3.10 VAPOR BARRIER A. Install vapor barrier under all interior slab on grade. Locate vapor barrier in middle of 2" sand layer. Lap joints minimum 6" and seal watertight by edges and ends. 3.11 SCHEDULE A. Interior Slab -On- Grade: 1. Structural fill in 8" lifts as required by Soils Report. 2. Type A fill, 6 inches thick, compacted to 90 percent. 3. Cover with Type C fill, 2 inches thick, place vapor barrier in middle of Type C fill. B. Exterior Side of Foundation Walls and Retaining Wall: 1. Type A fill, to subgrade elevation, each lift, compacted to 92 percent. C. Fill Under Concrete Plaza and Sidewalk Paving: 1. Type A fill, 6 inches thick, compacted to 90 percent. D. Fill to Correct Over - excavation: 1. Concrete as specified, or Type A fill, flush to required elevation, compacted to 95 percent. Verify with Geotechnical. E. Utility Piping: 1. Bedding Fill: Type B, 6 inches thick, compacted to 95 percent. 2. Cover with Type B fill, in 8 inch lifts, compacted to 90 percent. END OF SECTION 22 January 98 02200 - 7 END '. PART1 GENERAL 1.01 SUMMARY SECTION 02701 SUBDRAINAGE SYSTEMS A. Section Includes: 1. Building perimeter footing drainage system. 2. Filter aggregate and setting bed. 3. Connections to storm system. B. Related Sections: 1. Section 02200 - Earthwork: Excavating and backfill. 1.02 PROJECT RECORD DOCUMENTS A. Project Record Documents: 1. Accurately record location of pipe runs, connections, cleanouts and invert elevations. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Acceptable subdrainage System Manufacturers: 1. Advanced Drainage Systems, Inc. (ADS, Inc.). B. Substitutions: Under provisions of Section 01600. 2.02 CORRUGATED POLYVINYL CHLORIDE TUBING: A. Perforated Tubing: ASTM F 472, 4" slotted corrugated plastic drainage tubing with drain guard and #601 by A.D.S., Inc. or approved. B. Non - Perforated Tubing: ASTM F 405, 4" corrugated plastic drainage tubing #451 by A.D.S., Inc. or approved. C. Tubing Accessories: 1. Tubing Joints: Coupling, reducing coupler, Tee, 90 degrees ell, 45 degrees "Y" and plugs by A.D.S., Inc. or approved. 2. Solvent Cement: ASTM D 2235 -76a. 29 October 96 ! 02701 - 1 2.03 BACKFILL AND BEDDING AGGREGATES: A. Drainage Gravel: 1/4" washed pea gravel with 0% retained on 3/8" sieve at exterior perimeter drains. 2.04 FILTER FABRIC UA A. Marafi: 140, drainage fabric from celanese fibers Marketing Co. w PART 3 EXECUTION UO co O co w 3.01 EXAMINATION u i o A. Verify that trench cut is ready to receive work, and excavations, dimensions, and elevations are as indicated on Drawings. g u . B. Beginning of installation means acceptance of existing conditions. — a ~_ 3.02 PREPARATION z z,- A. Excavation: Trench size as required for installation, inspection and backfill compaction. �. See Section 02200 EARTHWORK. 0. C.) B. Bedding: Fill trench with drainage gravel to height required for 1% slope in drain tubing = w ` and drain pipe. 0 C. Bedding at Perforated Lines: Fill bottom of trench with drainage gravel to 6" minimum z al co depth. '6 D. Remove large stones or other hard matter which could damage drainage tile or impede Z consistent backfilling or compaction. 3.03 INSTALLATION A. Tubing Drain System: 1. Install tubing system around perimeter of buildings retaining walls and underslab locations indicated on Drawings and recommended in the Soils Report. 2. Install ells, tees, "Yms, couplers and end plugs as required to complete the drainage system. 3. Install perforated tubing with drain guard at footing perimeter as indicated on Drawings. 29 October 96 02701 - 2 *.. B. Backfilling: 1. Install 6 -inch layer of drainage gravel below and at sides of perforated tubing or pipe at exterior perimeter footing drains. 2. Install drainage gravel above perforated tubing or pipe in lifts not to exceed 8 inches before compaction. Compact to 90% of the maximum dry density as determined by ASTM D- 1557 -78 (Modified Proctor) 3. Solidly ram and tamp drainage gravel around tubing and pipe. Avoid tubing and pipe displacement. 4. Solidly tamp subsequent layers of granular backfill and compact in accordance with Section 02200 EARTHWORK. 5. For backfilling requirements at non - perforated piping, provide granular material per the requirements of section 02200 EARTHWORK. 6. Install filter fabric lining around the granular backfill material at all perforated drain locations. 3.04 PROTECTION A. Protect finished installation under provisions of Section 01500. B. Protect pipe and filter aggregate cover from damage or displacement until backfilling operation begins. 29 October 96 END OF SECTION 02701 - 3 END z Z et 2 0 O N 0 - = w 0 L 52 a = w ' z E- 0 w 0 ' 0 - 0 F- ui r- - L I O': iii z 0 — . 0 1- O z PART1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Gate framework, fabric, and accessories. 2. Excavation for post bases and concrete foundations for posts. 3. Manual gates and related hardware. 4. Decorative slatting. B. Related Work: 1. Section 03300 - CONCRETE. 1.02 REFERENCES A. American National Standards Institute /American Society for Testing and Materials (ANSI /ASTM): 1. ANSI /ASTM Al23 - Zinc (Hot Dip Galvanized) Coatings on Iron and Steel Products. 2. ANSI /ASTM F567 - Installation of Chain -Link Fence. B. American Society for Testing and Materials (ASTM): 1. ASTM A392 - Zinc - Coated (Galvanized) Steel Woven Wire Fence Fabric. 2. ASTM F1083 - Pipe, Steel, Black and Hot - Dipped Zinc Coated (Galvanized) Welded and Seamless, for Ordinary Uses. 3. ASTM 569 - Pipe Strength. C. Federal Specifications (FS): 1. FS RR -F -191 - Fencing, Wire and Post Metal (and Gates, Chain Link Fence Fabric, and Accessories). 1.03 SYSTEM DESCRIPTION A. Height: 6 feet nominal as indicated on Drawings. B. Line Post Spacing: At intervals not exceeding 10 feet. 1.04 SUBMITTALS A. Submit under provisions of Section 01300. B. Shop Drawings: Indicate plan layout, spacing of components, post foundation dimensions, hardware anchorage, and schedule of components. 14 January 98 SECTION 02831 CHAIN LINK FENCES AND GATES 02831 - 1 z w UO NO wi J 1. � w o: ga . ? . if2. 'w. z = F- co z F-• LLI uj Ou) 0 F•- w w` z IL 8 .z w =. O~ z Cr C. Samples: Submit one sample of the manufacturer's standard fence decorative slatting color available. 1.05 PROJECT RECORD DOCUMENTS A. Accurately record actual locations of property perimeter posts relative to property lines. 1.06 QUALITY ASSURANCE A. Perform Work in accordance with manufacturer's instructions. 1.07 QUALIFICATIONS A. Manufacturer: Company specializing in manufacturing the products specified in this Section with minimum three years documented experience. 1.08 FIELD MEASUREMENTS A. Verify that field measurements are as indicated on shop drawings. PART2 PRODUCTS 2.01 MANUFACTURERS A. Acceptable Chain Link Fence and Gate Manufacturers: 1. Pacific Fence and Wire Co. 2. Columbia Fence Co. B. Substitutions: Under provisions of Section 01600. 2.02 LINE POSTS A. Space 10' o.c. maximum unless indicated otherwise, of the following minimum sizes and: C. Coat with 1.2 ounces of zinc - coating. 14 January 98 � 02831 - 2 z w 00 u) cow J w u <. CA = d w z � I- 0 Z I. w 0 0 -, 01— = U U. 6 w U 17- ~. z , 2.03 TOP AND BRACE RAIL A. Manufacturer's longest lengths with expansion type couplings, approximately 6" long, for each joint. Provide means for attaching top rail securely to each gate corner, pull and end post. B. Roll formed section of 1 -5/8" x 1 -1/4" channel shaped rail with minimum vertical z bending strength of 237 pounds on 10' span continuous coated with 1.2 ounces of zinc < • aluminum alloy per ASTM A 569. re 2 111 C. At the contractor's option a 1.66" OD standard weight galvanized pipe with minimum -J o vertical bending strength of 202 pounds on 10' span coated with 1.2 ounces of hot co 0 dipped zinc may be utilized. w = D. Top rail with coupling 6" minimum in length at maximum 21' -0" continuous centers. CO o U. 2.04 TERMINAL POSTS ga 5 u- < A. Post Tops: Weathertight closure cap (for tubular posts), one cap for each post, furnish = w caps with openings to permit passage of top rail. Z B. End corner and all pull posts shall be roll formed sections 3.5" x 3.5" with minimum z bending strength of 486 pounds on 10' cantilever load. ? o U N C. Coating 1.2 ounces of hot dipped zinc. o - w u j D. At the Contractor's option a 2 -7/8" OD galvanized pipe conforming with ASTM F1083 or ASTM 569 with minimum bending strength of 381 pounds on a 10' cantilever, with LL- p 1.2 ounces of hot dipped zinc. . z U= 2.05 ACCESSORIES 0 F` z A. Fittings: Pressed steel or malleable iron hot dipped galvanized. B. Tie Wires: 9 gauge aluminum or gauge galvanized steel minimum. Spacing at 24" maximum centers. C. Manufacturer's longest lengths with expansion type couplings, approximately 6" long, for each joint. Provide means for attaching top rail securely to each gate corner, pull and end post. D. Slats: Provide .030" Polyethylene slats at all gate areas and at all existing perimeter fencing. P.D.S. a division of A & B or equal. Color Black. 14 January 98 02831 - 3 2.06 CHAIN -LINK FABRIC A. One piece of fabric in widths as indicated with polyethylene slats. B. 2 inch mesh No. 9 gauge with one salvage edge knuckled at one end and twisted and barbed at the other. z C. Coating: 1.2 ounces hot dipped, galvanized, after fabrication zinc coating conforming = H to ASTM A 392 Class One. w re 2 2.07 SWING GATES - o Cl) A. Gates: Fabricate swing gate perimeter frames of 1.90" OD pipe. Metal and finish to w = match framework. Provide horizontal and vertical members to ensure proper gate N operation and for attachment of fabric, hardware and accessories. w 0 B. Assemble Gate: Frames by welding or with special fittings and rivets, for rigid g connections. Use same fabric as for fence, unless otherwise indicated. Install fabric co with stretcher bars at vertical edges. Attach stretchers to gate frame at not more that w 15" o.c. Attach hardware to provide security against removal or breakage. Install z diagonal cross - bracing consisting of 3/8" diameter adjustable length truss rods on z 0 gates to ensure frame rigidity without sag or twist. w w C. Gate Hardware: Furnish the following hardware and accessories for each gate. 8 N 1. Hinges: Size and material to suit gate size, non -lift off type, offset to permit 0 f- 108N gate opening. Provide 12 pair of hinges for each leaf. i w ` 2. Latch: Forked type or plunger -bar type to permit operation from either side of ~- gate, with padlock eye as integral part of latch. LL' O 3. Double Gates: Provide gate stops for double gates, consisting of mushroom type of flush plate with anchors. Set in concrete, to engage center drop rod or P. I plunger bar. Include locking device and padlock eyes as integral part of latch, using one padlock for locking both gate leaves. PART 3 EXECUTION 3.01 INSTALLATION 14 January 98 A. Install framework, fabric, accessories and gates in accordance with manufacturer's instructions. B. Set gate posts plumb, in concrete footings with top of footing 2 inches above below finish grade. Slope top of concrete for water runoff. Cr C. Brace gates for stability and adjust wheels as required. D. Brace each gate and corner post to adjacent line post with horizontal center brace rail and diagonal truss rods. Install brace rail, one bay from end and gate posts. E. Provide top rail through line post tops and splice with 6 inch long rail sleeves. F. Stretch fabric between terminal posts or at intervals of 100 feet maximum, whichever is Tess. G. Position bottom of fabric 2 inches above finished grade. H. Fasten fabric to top rail, line posts, braces, and bottom tension wire with tie wire at maximum 15 inches on centers. I. Attach fabric to end, corner, and gate posts with tension bars and tension bar clips. J. Install bottom tension wire stretched taut between terminal posts. K. Do not swing gate from wall; provide gate posts. L. Install gate with fabric to match fence. Install three hinges per leaf, latch, catches, foot bolts and sockets, retainer and locking clamp. M. Provide center drop and drop rod retainers at center of double gate openings. 3.02 ERECTION TOLERANCES A. Maximum Variation From Plumb: 1/4 inch. B. Maximum Offset From True Position: one inch. C. Components shall not infringe on adjacent property lines. END OF SECTION 29 October 96 02831 - 5 END . z w re J U. U CO to w N LL W O g a _ ° . L W I- 0 Z , ui w 0 ' . O N' 0 w w' � O. ii i z : iz z • PART 1 - GENERAL 1.01 WORK INCLUDED: specified herein. 1.02 SUBMITTALS: finishes available. PART 2 - PRODUCTS 2.01 APPROVED MANUFACTURERS: A. Bicycle Rack: 1. Quantity: Eight (8) 2. Manufacturer: Life Rax (223 -8120) Model WVE -3B -1 MB, Creative Pipe model 7737 Huntco "BR" series, or approved equal. 3. Color: Color to be custom Powder Coat Black. PART 3 - EXECUTION 3.01 INSTALLATION: 27 January 98 SECTION 02870 SITE FURNISHINGS Provide and install bicycle racks as indicated on the Drawings and Submit manufacturer's details, specifications, and standard A. Install bicycle racks embedded in concrete as indicated on the Drawings. Verify placement location with the Architect prior to installation. B. Install bike rack as per manufacturers recommendations. C. Protect bike rack surface from damage until completion of project. END OF SECTION 02870 - 1 END z z. cc 2 0 u) 0 w w . N LL, w0 g a z d . z �. 1-- O w ~ U � O N 0 I- LL uj X I- - ui z U = O~ z PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Formwork for cast -in place concrete. 2. Openings for other work. 3. Form accessories. 4. Form stripping. B. Related Sections: 1. Section 03200 - Concrete Reinforcement. 2. Section 03300 - Cast -in -Place Concrete. C. Products Installed But Not Furnished Under This Section: 1. Section 04220 - Unit Masonry: Supply of masonry accessories for placement by this Section. 2. Section 05500 - Metal Fabrications: Supply of metal fabrications for placement by this Section. 3. Division 15 - Mechanical: Supply of mechanical items for placement by this Section. 4. Division 16 - Electrical: Supply of electrical items for placement by this Section. 1.02 REFERENCES A. American Concrete Institute (ACI): 1. ACI 301 - Specifications for Structural Concrete for Buildings. 2. ACI 347 - Recommended Practice For Concrete Formwork. B. Product Standard - U.S. Department of Commerce (PS): 1. PS -1 - Construction and Industrial Plywood. 1.03 DESIGN REQUIREMENTS SECTION 03100 - CONCRETE FORMWORK A. Design, engineer and construct formwork, shoring and bracing to conform to design and code requirements; resultant concrete shall conform to required shape, line and dimension. B. Tolerances: Conform to recommendations of ACI 347. 1.04 DELIVERY, STORAGE, AND HANDLING A. Deliver products to Site, store, protect and handle under provisions of Section 01600. B. Deliver void forms and installation instructions in manufacturer's packaging. 29 October 96 03100 - 1 C. Store forms off ground in ventilated and protected manner to prevent deterioration from moisture. 1.05 COORDINATION A. Coordinate work under provisions of Section 01039. B. Coordinate this Section with other Sections of work which require attachment of components to formwork. C. If formwork is placed after reinforcement resulting in insufficient concrete cover over reinforcement, request instructions from Architect before proceeding. PART 2 - PRODUCTS 2.01 WOOD FORM MATERIALS A. Form Materials for Concealed Surfaces: Wood or Steel at the discretion of Contractor. B. Form Materials for Exposed Surfaces: Plywood: Douglas Fir species; APA Structural 1, High Density Overlaid (HDO) one side grade; sound undamaged sheets with clean, true edges. 1. All material new for beginning of project. 2. Mill coat HDO faces and seal all plyform edges with polyurethane edge sealer; grade mark each panel. Coat HDO plywood with Nox -Crete Form Coating, or approved substitute. 3. Determine plywood thickness required for design pressures. 4. Use largest practicable sizes to minimize joints, unless otherwise indicated. C. Lumber: Construction grade; with grade stamp clearly visible. 2.02 FORMWORK ACCESSORIES A. Form Ties: Removable type, metal, adjustable length, 3/4 inch back break dimension, free of defects that could leave holes larger than one inch in concrete surface; manufactured by Burke or approved equal. B. Form Release Agent: Colorless mineral all which will not stain concrete, absorb moisture, or impair natural bonding or color characteristics of coating intended for use on concrete; MagicKote, Nox- Crete, Burke Release, or approved substitute. C. Chamfer Strip: Burke Concrete Accessories, or approved. D. Vinyl Reglets: Extruded vinyl with covered face or filled to prevent intrusion of concrete or debris. 29 October 96 03100 - 2 z � re II U0 co o w J co u_ w 2 u. cn = w _ z ,.. � z I- w U Ca O - 0I- 111 u j O u z = 0 1- z E. Nails, Spikes, Lag Bolts, Through Bolts, Anchorages: Sized as required, of sufficient strength and character to maintain formwork in place while placing concrete. F. Round Column Form: Sleek/tubes, seamless standard wall, manufactured by Smurfit Corporation, or approved. PART 3 EXECUTION 3.01 EXAMINATION A. Verify lines, levels and centers before proceeding with formwork. Ensure that dimensions agree with Drawings. 3.02 EARTH FORMS A. Earth forms are not permitted, except as specially noted on the structural drawings or required by soil report. 3.03 FORMWORK CONSTRUCTION A. Standard Specifications: Construct formwork to comply with ACI 301 and ACI 347. B. Erect, support, brace, and maintain formwork to safely support vertical and lateral Toads that might be applied, until such Toads can be supported by concrete. C. Construct forms to support assumed values of live Toad, dead load, ambient temperature, soil pressures, seismic stresses, and other factors pertinent to safely during construction. D. Construct formwork to be readily removable without impact, shock, or damage to cast - in -place concrete surfaces and adjacent materials. E. Construct forms to obtain concrete sizes and shapes shown on Drawings. Adjust forms to obtain accurate alignment and level and plumb work. Verify field dimensions and elevations. F. Fabricate forms for easy removal without hammering or prying against concrete surfaces. G. Bevel or kerf wood inserts for forming keyways and recesses to assure easy removal. H. Where interior area of formwork is inaccessible, provide temporary openings for cleanout and inspection before concrete placement. 22 January 98 03100 - 3 z r4 2 w a 00 co • al J = CO IL. w gas u. ~w z = z O w ui U � ON oI = ▪ U H F LL' O w z . U = oI z I. Locate temporary openings on forms in as inconspicuous a location as possible. Brace temporary closures and set tight to forms to prevent loss of concrete mortar. 3.04 FORMWORK CONSTRUCTION FOR EXPOSED CONCRETE A. Drill forms to suit ties used and to prevent leakage of concrete mortar around tie holes. B. Do not use patched form facing material for exposed concrete surfaces. C. Provide sharp, clean corners at intersecting planes, without visible edges or offsets. Back joints with extra studs or girts to maintain true, square intersections. D. Use extra studs, walers, and bracing to prevent bowing of forms between studs and to avoid bowed appearance in concrete. E. Form molding shapes, recesses and projections with smooth - finish materials, and install in forms with sealed joints to prevent displacement. F. Do not end grain of plywood and end grain of wood form boards as forming surfaces. 3.05 APPLICATION - FORM RELEASE AGENT A. Apply form release agent on formwork in accordance with manufacturer's recommendations. B. Apply prior to placement of reinforcing steel, anchoring devices, and embedded items. C. Do not apply form release agent where concrete surfaces will receive special finishes or applied coverings which are effected by agent. Soak inside surfaces of untreated forms with clean water. Keep surfaces coated prior to placement of concrete. 3.06 INSERTS, EMBEDDED PARTS, AND OPENINGS A. Provide formed openings where required for items scheduled to be embedded in or passing through concrete work. B. Locate and set in place items scheduled to be cast directly into concrete. C. Coordinate work of other Sections in forming and placing openings, slots, reglets, recesses, chases, sleeves, bolts, anchors, and other inserts. Use settings diagrams, templates, and instructions by others for locating and setting embedments. D. Provide opening in formwork for penetrating materials. Accurately place and securely support items built into forms. 29 October 96 z 1 Z ~ w QQ • 1 J U O 0 J H Qw w u) w z � I-O z � Lu w 0 0 D F- . W W. 1-- U u j • Z 0 z E. Install accessories in accordance with manufacturer's instructions and requirements of Regulatory Agencies, straight, level, and plumb. Ensure items are not disturbed during concrete placement. 3.07 SLEEVES A. Contractor to verify, coordinate, and be responsible for locating and placing sleeves for mechanical, electrical, plumbing, fire protection, landscape, irrigation lines that penetrate concrete elements. 3.08 SHORING CONSTRUCTION A. Construct shoring to safely support the work without excessive stress or deflection. Make shoring adjustable to correct for settlement during concrete placement. B. Keep shores in place until the concrete has attained its required strength and heavy Toads due to construction operations have been removed. C. Remove shores in planned sequence to avoid damage to partially cured concrete. 3.09 FORM CLEANING A. Clean and remove foreign matter within forms as erection proceeds. B. Clean formed cavities of debris prior to placing concrete. C. Flush with water or use compressed air to remove remaining foreign matter. Ensure that water and debris drain to exterior through clean -out ports. D. During cold weather, remove ice and snow from within forms. Do not use de -icing salts or water to clean out forms, unless formwork and concrete construction proceed within heat enclosure. Use compressed air or other means to remove foreign matter. 3.10 FORMWORK TOLERANCES A. Construct formwork to maintain tolerances required by ACI 301 and 347. 3.11 FIELD QUALITY CONTROL A. Inspect erected formwork, shoring, and bracing to ensure that work is in accordance with formwork design, and that supports, fastenings, wedges, ties, and items are secure. B. Do not reuse wood formwork for concrete surfaces scheduled to be exposed to view. Do not patch formwork utilized to construct concrete exposed to view. 29 October 96 : 03100 - 5 1 3.12 FORM REMOVAL A. Do not remove forms or bracing until concrete has gained sufficient strength to carry its own weight and imposed construction and design Toads. B. Remo'.'e forms in accordance with requirements of ACI 318, Chapter 6, except do not remove any forms before expiration of following times from time of concrete placement. 1. Footings: 24 hours. 2. Side forms on beams, girders, non - retaining type concealed walls (lift of 15 ft. and under): 36 hours. 3. Form facing for architectural concrete walls, beams, lintels, and other building features: 3 days. 4. Maintain sufficient bracing, shoring, and other supports in position for additional 14 days to support dead Toads plus construction and other loads on beams, girders, slabs, and retaining type walls. 5. Minimum time for removal of forms for structural parts not noted above: As directed by the Structural Engineer. 6. To facilitate float finishing of formed surfaces, remove forms at earliest time practicable without possibility of injury to concrete. C. Reshore structural members due to design requirements or construction conditions to permit successive construction. D. Remove form work progressively so no unbalanced loads are imposed on structure. E. Loosen forms carefully. Do not wedge pry bars, hammers, or tools against finish concrete surfaces scheduled for exposure to view. 29 October 96 END OF SECTION 03100 - 6 END z a • e 1 6 U C.) o Q . Lu 1 � w u. cn a � z �.� 1- 0 w � U ON 0 H LU 1,1 ri 1 � II .z w U O ~. z mos PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Reinforcement and accessories for cast -in -place concrete. B. Related Sections: 1. Section 03100 - Concrete Formwork. 2. Section 03300 - Cast -in -Place Concrete. 3. Section 04220 - Unit Masonry: Reinforcement. 1.02 REFERENCES A. American Concrete Institute (ACI): 1. ACI 301 - Structural Concrete for Buildings. 2. ACI 318 - Building Code Requirements For Reinforced Concrete. 3. ACI SP -66 - American Concrete Institute - Detailing Manual. B. American National Standards institute /American Society for Testing and Materials (ANSI /ASTM): 1. ANSI /ASTM A82 - Cold Drawn Steel Wire for Concrete Reinforcement. 2. ANSI /ASTM A185 - Welded Steel Wire Fabric for Concrete Reinforcement. C. American Society for Testing and Materials (ASTM): 1. ASTM A615 - Deformed and Plain Billet Steel Bars for Concrete Reinforcement. D. Concrete Reinforcing Steel Institute (CRSI): 1. CRSI - Concrete Reinforcing Steel Institute Manual of Practice. 2. CRSI 63 - Recommended Practice For Placing Reinforcing Bars. 3. CRSI 65 - Recommended Practice For Placing Bar Supports, Specifications and Nomenclature. 1.03 SUBMITTALS A. Submit under provisions of Section 01300. B. Shop Drawings: Indicate sizes, spacings, locations, and quantities of reinforcing steel and wire fabric, bending and cutting schedules, and supporting and spacing devices. 1.04 QUALITY ASSURANCE A. Perform Work in accordance with ACI 301, ACI SP -66, ACI 318. 29 October 96 z ~ w re f 00 0 CU JF.. w0 g Q: a I- z � F— 0 Z F- LU w 0 O N O F- UL w kL-0 w z U 0 F- z 1.05 COORDINATION A. Coordinate work under provisions of Section 01039. B. Coordinate with placement of formwork, formed openings and other Work. PART2 PRODUCTS 2.01 REINFORCEMENT A. Reinforcing Steel: ASTM A615, and ASTM A706, 60 ksi yield grade; deformed billet steel bars, plain finish. B. Stirrup Steel: ANSI /ASTM A82, plain finish. C. Welded Steel Wire Fabric: ASTM A185, plain type, flat sheets; plain finish. 2.02 ACCESSORY MATERIALS A. Tie Wire: Minimum 1•6 gage annealed type. B. Chairs, Bolsters, Bar Supports, Spacers: Sized and shaped for strength and support of reinforcement during concrete placement conditions. 2.03 FABRICATION A. Fabricate concrete reinforcing in accordance with ACI 318. 1. Do not heat bars for bending. 2. Bars with offsets or bends not conforming to Drawings will be rejected. B. Locate reinforcing splices, at point of minimum stress. Review location of splices with Structural Engineer and Architect. PART 3 - EXECUTION 3.01 PLACEMENT A. Place, support and secure reinforcement against displacement. Place in corformance with ACI 318. Do not deviate from required position. B. Accommodate placement of formed openings. C. Lap continuous bars minimum 18 inches for grade 60, and stagger splices 3' -0" 22 January 98 03200 - 2 22 January 98 D. Slab Reinforcement: 1. Install reinforcing as noted in the drawings. 2. Install welded wire fabric in as long lengths as practicable, lapping at least one mesh. 3. Avoid damage to vapor barrier membrane. E. Clean reinforcement of loose scale or other deleterious material. F. Locate and support with metal chairs, runners, bolsters, spacers, and hangers as required. G. Set wire ties so ends are directed into concrete, not toward surfaces. H. Provide not less than following reinforcement unless otherwise indicated on Contract Drawings: 1. All concrete: Minimum 0.0020 times cross - sectional area of concrete in each direction. 2. Corner bars: Same size, quantity, and spacing as horizontal reinforcement at wall and footing corners and intersections. 3. Slab openings larger than 18" in least Dimension: Two #5 bars along each side opening. a. Extend bars beyond openings minimum 30" each end. b. Provide standard hooks at ends of bars which cannot be extended full 30 ". I. Maintain concrete cover around reinforcing as noted on the structural drawings. 3.02 FIELD QUALITY CONTROL A. Field inspection will be performed under provisions of Section 01400. END OF SECTION 03200 - 3 END SECTION 03300 CAST -IN -PLACE CONCRETE PART 1 - GENERAL 1.01 SUMMARY C. American Society for Testing and Materials (ASTM): 1. ASTM C33 - Concrete Aggregates. 2. ASTM C94 - Ready -Mixed Concrete. 3. ASTM C150 - Portland Cement. 4. ASTM C260 - Air Entraining Admixtures for Concrete. 5. ASTM C494 - Chemicals Admixtures for Concrete. 1.03 SUBMITTALS A. Submit under provisions of Section 01300. B. Product Data: 1. Provide data on joint devices, attachment accessories, admixtures, and other specified products. 2. Manufacturer's Installation Instructions: Indicate installation procedures and interface required with adjacent Work. C. Mix Proportions and Design Reports: Submit written report to Architect for each proposed concrete mix at least 15 days prior to start of work. 1. Proportion mixes by either laboratory trial batch or field experience method, complying with ACI 301, Chapter 3.8, Method 1 or 2. 2. Do not begin concrete production until mixes have been reviewed and are acceptable to Architect. 3. Mix designs may be adjusted when material characteristics, job conditions, weather, test results or other circumstances warrant. 4. Do not use revised concrete mixes until submitted to and accepted by Architect. D. Certificate: Furnish testing agency's certification that materials furnished meet or exceed requirements of this specification. E. Project Record Documents: 1. Submit under provisions of Section 01700. 2. Accurately record actual locations of embedded utilities and components which are concealed from view. 1.04 QUALITY ASSURANCE A. Perform Work in accordance with ACI 301. B. Acquire cement and aggregate from same source for all work. C. Conform to AC! 305R when concreting during hot weather. D. Conform to ACI 306R when concreting during cold weather. 29 October 96 03300 - 2 z re 2 00 w= w LLa d = w z � 1— 0 Z 1— w w U co 0— OH ww u. 0 ..z w 0 z ll' E. Field Samples: 1. Provide under provisions of Section 01400. Coordinate with Section 03100. 2. Construct and erect field sample for architectural concrete surfaces receiving special treatment, color, or finish. 3. Sample Panel: Construct one panel, 10 feet long by 10 feet wide, to indicate special treatment or finish required. 4. Obtain Architect's acceptance of resultant surface finish prior to erecting formwork. 5. Accepted sample panel is considered basis of quality for finished work. Keep sample panel exposed to view for duration of concrete work. 6. Accepted sample may remain as part of Work. 1.05 CONVEYING A. Convey concrete from mixer to place of final deposit by methods to prevent separation or Toss of materials. 1.06 PROJECT CONDITIONS A. Place no concrete without testing unless acceptable to Architect. B. Exercise caution when placing and vibrating concrete on rigid insulation to ensure against damage and displacement. C. Cold Weather Conditions: Comply with applicable provisions of ACI 306 and following: 1. Do not place concrete when temperature is below 40 degrees F. unless acceptable to Architect. 2. Provide adequate equipment for heating concrete materials. 3. Protect concrete during freezing or near freezing weather. 4. Keep free of frost all concrete materials, reinforcement, forms, fillers, and ground with which concrete is to come in contact. 5. Do not use frozen materials or materials containing ice. D. Hot weather conditions comply with applicable provisions of ACI 305 and following: 1. Protect concrete to prevent excessive concrete temperatures or water evaporation which will impair required strength or serviceability of member or structure. 1.07 COORDINATION A. Coordinate work under provisions of Section 01039. B. Coordinate the placement of joint devices with erection of concrete formwork and placement of form accessories. 29 October 96 03300 - 3 z w QQ � JU 00 N D J = H Ww w ? . 2 � w z = 1- 0 z r— w U Ca oI-- w u. O w z U= oI z It . PART 2 - PRODUCTS 2.01 CONCRETE MATERIALS A. Cement: ASTM C150, Portland type I. B. Fine and Coarse Aggregates: 1. Normal weight aggregate: ASTM C33. z 2. Graduation of combined aggregates shall be within the following limits: F=„ z re w Sieve Size 1 -1/2: Max Agg.* 3/4" Max Agg.* .— 6 2" 100 100 C.) p 1 1 /z' 90 -100 100 un 0 1" 50 -86 100 w z 3 4" 45 -75 90 -100 N u . 3/8" 38 -55 60 -80 w O' #4 30-45 40 -60 2 #8 23 -38 30-45 u_ a #16 17 -33 20 -35 U) d #30 10 -22 12 -25 II w #50 4 -10 5 -15 z i' #100 0 -3 0 -5 z 0 w *(Percent Passing Sieve) D o 0 O N . C. Water: Clean and not detrimental to concrete from local Utility Company main. 01— Ill w 2.02 ADMIXTURES LL o z A. Air Entrainment: ASTM C260. v 22` H = B. Chemical Admixtures: ASTM C494. z 1. Type A - Water Reducing. 2.03 ACCESSORIES A. Bonding Agent: Sonocrete or Sonobound by Sonneborn, Masco Bond S.B.R. or approved. B. Non - Shrink Grout: Premixed compound consisting of non - metallic aggregate, cement, water reducing and plasticizing agents; capable of developing minimum compressive strength of 2,400 psi in 48 hours and 7,000 psi in 28 days with non - shrink grout as manufactured by Five Star Grout, Fosroc Conbextra, Target Portland Expanding Grout or approved substitute. C. Patching Compound: Sonopatch by Sonneborn, RAECO "R -25" and as approved by Owner and Architect and compatible with floor covering and floor covering adhesive.C. 29 October 96 03300 - 4 PAO D. Curing /Sealer Compound: Kure -N -Seal, Mascocure Kure -N -Seal, as manufactured by Sonneborn, or approved substitute at all non colored concrete. At colored concrete use new W -1000 clear cure and sealer as recommended by the color manufacturer. E. Preformed Expansion Joint Devices and Filler Materials: 1. Joint Filler: ASTM D1751; Asphalt impregnated fiberboard or felt, 3/8" thick x 3'/2 ", manufactured by Burke #53315 or approved equal. F. Joint Caps: 1. At exterior plaza expansion joints with joint sealer use removable plastic expansion joints caps, 3/8 inch deep, 3/8 inch wide; manufactured by Burke #91123 or equal. G. Construction Joint Devices: Integral galvanized steel formed to tongue and groove profile, with removable top strip exposing sealant trough, knockout holes, ribbed steel spikes with tongue to fit top screed edge; Keyed -Kold joint manufactured by Burke, or cardinal form a key. H. Exterior Concrete Sealer: Sonnenborn, Kure -N -Seal, 0800 or approved. I. Interior saw Cut and Construction Joint Fillers: MM80 Epoxy as manufactured by Metzer /McGuire, Mascobond C.J. 2.04 CONCRETE MIX A. Mix concrete in accordance with ACI 301, 302, and 304. Deliver concrete in accordance with ASTM C94. B. Select proportions for normal weight concrete in accordance with ACI 301. C. Provide concrete to follow a minimum criteria as indicated on drawings. D. Use accelerating admixtures in cold weather only when approved by Architect. Use of admixtures will not relax cold weather placement requirements. E. Use of calcium chloride will not be approved. F. Use set retarding admixtures during hot weather only when approved by Architect. G. Add air entrainment agent to mix to provide 5% +/- air entrainment for concrete exposed to freeze -thaw cycling. 22 January 98 03300 - 5 z w re LI J U O 0 CO CO al J= U) u. wO • a. � II _ z �. F- z F- w w 0 5 • 2 o I- w w LI- w U= OF- z PART 3 - EXECUTION 3.01 EXAMINATION A. Verify site conditions under provisions of Section 01039. B. Verify requirements for concrete cover over reinforcement. C. Verify that anchors, seats, plates, reinforcement and other items to be cast into concrete are accurately placed, positioned securely, and will not cause hardship in placing concrete. 3.02 PREPARATION A. Prepare previously placed concrete by cleaning with steel brush and applying bonding agent in accordance with manufacturer's instructions. B. In locations where new concrete is dowelled to existing work, drill holes in existing concrete, insert steel dowels adhere with epoxy or urethane resin adhesive. Approved products: Sup -R -Resin 39Z by U.S.E. Company, Epcon Ceramic G capsule anchors by Ramset Corp., Parafast Resin mortar cartige by Emhart Co., or approved. 3.03 PLACING CONCRETE A. Place and consolidate concrete in accordance with ACI 304, ACI 301, and ACI 318. B. Ensure reinforcement, inserts, embedded parts, formed joint fillers, and joint devices are not disturbed during concrete placement. C. Install joint fillers in accordance with manufacturer's instructions. D. Separate slabs on grade from vertical surfaces with 3/8 inch thick joint filler. E. Extend joint filler from bottom of slab to within 3/8 inch of finished slab surface. Conform to Section 07900 for finish joint sealer requirements. F. Install joint devices in accordance with manufacturer's instructions. G. Install construction joints in coordination with floor slab pattern placement sequence. Set to required elevations. Secure to resist movement by wet concrete. H. Install joint device anchors and joint dowels where required. Maintain correct position to allow joint flush with floor finish, and dowels aligned and perpendicular to joint. I. Apply sealants in joint devices in accordance with Section 07900. 29 October 96 "" :.- .�...�. z,„ ce 6 00 N 0 • uJ III CO u. W ° u- � d = z O o U 0— C W f- F I I - O W z U= F- z J. Maintain records of concrete placement. Record date, location, quantity, air temperature, and test samples taken. K. Place concrete continuously between predetermined expansion, control, and construction joints. L. Do not interrupt successive placement; do not permit cold joints to occur. M. Sequence floor slab pours to minimize shrinkage effects. N. Consolidation: 1. Consolidate placed concrete using mechanical vibrating equipment with supplemental hand rodding and tamping to work concrete around reinforcement, embedded items and into all parts of forms. a. Use only internal type vibrating equipment capable of maintaining minimum speed of 6000 impulses per minute when operating submerged in concrete. b. Use adequate number of units to properly consolidate all concrete. 2. Operate vibrating equipment using only qualified workers under experienced supervision. 3. Space and pattern vibrator points of application to produce visual proof of effectiveness over entire surface of concrete being placed. a. Insert and remove vibrators with vertical movements only and without lateral movement while immersed. b. Do not use vibrator to move concrete iaterally. c. Adjust spacing of insertions to concrete mix and to provide consolidation without segregation. O. Saw cut joints within 24 hours after placing. Using 3/16 inch thick blade, cut into 1/4 depth of slab thickness. P. Screed slabs on grade level, maintaining surface flatness of maximum 1/4 inch in 10 ft. at exterior slabs and 1/8 inch in 10 ft. at interior slabs. Q. All exposed exterior concrete shall be sealed. R. Repair vapor barrier damaged during placement of concrete reinforcing. Repair with vapor barrier material; lap over damaged areas minimum 6 inches and seal watertight. 3.05 CONCRETE FINISHING A. Finish concrete floor surfaces in accordance with ACI 301. B. Provide formed concrete surfaces to be left exposed sack rubbed finish. 22 January 98 03300 - 7 z w Jo 00 J = wo g j D. a = w z � H O z E- w uj U 0— o w w Z - o Lii 0 z C. Exterior Slabs: 1. Steel troweled to smooth, dense surface. 2. Finish with textured medium broom finish as indicated on drawings. a. Use plastic bristled push broom specifically manufactured for this purpose. 3. Tool minimum of three grooves in stair treads at nose or as indicated on drawings. z D. Interior Slabs: 1. Steel troweled, dense, and smooth. W 2. Make minimum of two passes, but not more than necessary. cc 2 3. Finish with steel trowel flat. o CO C E. Bullfloat entire surface of slabs to true plane. N Lu i W 1. Float perpendicular to screeds. 2. Complete floating before free water collects on surface. w o 0 3. After surface water, if any, has evaporated, perform, initial edging and jointing. 2 4. Use metal float on air - entrained concrete. g a F. Do not dust surface with dry cement or sand during finishing. 1 w Z G. Sealer: - 0 1. Following completion of work by all trades, and just prior to occupancy, apply W w second coat of curing compound to all exterior slabs and walkways scheduled to remain exposed. o � . Ca 2. Apply sealer in accordance with manufacturer's instructions. o 1 W W 3.06 CURING AND PROTECTION t u- t A. Immediately after placement, protect concrete from premature drying, excessively hot iui N or cold temperatures, and mechanical injury. H I 0 z B. Maintain concrete with minimal moisture Toss at relatively constant temperature for period necessary for hydration of cement and hardening of concrete. C. Cure floor surfaces in accordance with ACI 318. 1. Place curing compound as per manufacturer recommendations. 2. Begin curing flatwork immediately after finisher has completed 300 sq. ft. maximum of work; each section of formed work as soon after placing as practical. 3. Use curing methods as specified or indicated. 4. Do not use curing compounds on concrete slabs scheduled to receive ceramic tile. 29 October 96 03300 - 8 . J D. Protection: 1. Cover and protect all permanently exposed concrete with heavy, non - staining kraft paper unless otherwise indicated. 2. Use planks or plywood on slabs at points of heavy traffic where surfaces remain permanently exposed. 3. Protect concrete surfaces to remain exposed from other concrete, mortar, cleaning of other construction, application of bituminous materials and from scarring or other damage. 4. Do not permit rain water or water used in curing, to wash down over faces of exposed concrete. 3.07 FIELD QUALITY CONTROL A. Field inspection and testing will be performed in accordance with ACI 301 and under provisions of Section 01400. B. Provide free access to Work and cooperate with appointed firm. C. Submit proposed mix design of each class of concrete to testing firm for review prior to commencement of Work. D. Tests of cement and aggregates may be performed to ensure conformance with specified requirements. E. Three concrete test cylinders will be taken for every 50 yards or Tess for each class of concrete placed. F. One additional test cylinder will be taken during cold weather concreting, cured on job site under same conditions as concrete it represents. G. One slump test will be taken for each set of test cylinders taken. 3.08 PATCHING A. Notify Architect to review concrete surfaces immediately upon removal of forms. B. Excessive honeycomb or embedded debris in concrete is not acceptable. Notify Architect upon discovery. C. Patch imperfections as directed by Architect in accordance with ACI 301. 3.09 DEFECTIVE CONCRETE A. Definition of Defective Concrete: Concrete not conforming to required lines, details, dimensions, tolerances or specified requirements. B. Repair or replacement of defective concrete will be determined by Architect. 29 October 96 � 03300 - 9 z 1 w a 00 0)0 J = CO 11- w 2 �Q = �w z� 1-0 w ~ 2 o. 0 ON 0 I- I ww U- O u i z 0- F. z C. Do not patch, fill, touch -up, repair, or replace exposed concrete except upon express direction of Architect for each individual area. D. Remove from Project all concrete which: 1. Does not meet or exceed specified requirements. 2. Contains shrinkage cracks closer than 15 ft. o.c. 3. Contains wood, debris, or other foreign matter. 4. Contains voids or rock pockets. 5. Is not true to intended shape, alignment, grade, color, finish, and texture. 6. Is not plumb and level where so intended. 3.10 EQUIPMENT BASES AND FOUNDATIONS A. Miscellaneous Concrete Items: Provide as detailed, and form to proper heights and area. Finish top surfaces with smooth integral cement finish. Apply steel trowel finish to bases, except where schedule to receive other finishes. Bases are sized for specified equipment. If equipment is modified by Contractor thus requiring modification in base sizes, such modification shall be made at no increase in the Contract Amount. B. Filling In: Fill in holes, voids and openings left in concrete for passage of work by other trades, unless otherwise shown or directed. Mix, place and cure concrete to blend in with the concrete already in place. 3.11 SURFACE REPAIRS A. Remove fins and projections. Thoroughly clean with water and brush -coat the area to be patched with specified grout or patching compound. B. Fill honeycomb voids and rock pockets with patching compound in proportions as recommended by specified manufacturer. C. Prepare grout or patching compound to match color and texture of adjacent concrete when dry. Compact material well in place, screed slightly higher than surrounding surface, allow one to two hours for initial shrinkage, finish to match adjoining work, striking off excess mortar at surface. D. If defects cannot be repaired, remove and replace the concrete. E. Provide patching compound over interior concrete slabs which, in Architect's opinion, are rough or uneven to provide a satisfactory base for resilient floor coverings. F. Grind down edges and rough slab edges to receive resilient flooring. 29 October 96 03300 - 10 z w L r JU 00 . coo J H w = w I _ z �. I- 0 Z I- ON 0E— w w U ' U. O u o F " z — 29 October 96 3.12 CLEANING A. All exposed concrete surface to be thoroughly cleaned prior to acceptance of finish construction. END OF SECTION 03300 - 11 END PART1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Mortar and grout for masonry. B. Related Work: 1. Section 01400 - Quality Control. 2. Section 01410 - Testing Laboratory Services. 3. Section 04220 - Unit Masonry. 4. Section 08110 - Steel Doors and Frames. 1.02 REFERENCES A. American Society for Testing and Materials (ASTM): 1. ASTM C94 - Ready -Mixed Concrete. 2. ASTM C144 - Aggregate for Masonry Mortar. 3. ASTM C150 - Portland Cement. 4. ASTM C207 - Hydrated Lime for Masonry Purposes. 5. ASTM C270 - Mortar for Unit Masonry. 6. ASTM C387 - Packaged, Dry, Combined Materials, for Mortar and Concrete. 7. ASTM C404 - Aggregates for Masonry Grout. 8. ASTM C476 - Grout for Masonry. 9. ASTM C780 - Preconstruction and Construction Evaluation of Mortars for Plain and Reinforced Unit Masonry. 10. ASTM C1019 - Method of Sampling and Testing Grout. B. International Masonry Industry All- Weather Council (IMIAC): 1. Recommended Practices and Guide Specifications for Hot or Cold Weather Masonry Construction. C. Reinforced Concrete Masonry Construction Inspectors Handbook: Recommended practices for masonry construction. 1.03 DELIVERY, STORAGE, AND HANDLING A. Deliver products to site, store and protect under provisions of Section 01600. B. Maintain packaged materials clean, dry, and protected against dampness, freezing, and foreign matter. 29 October 96 SECTION 04100 MORTAR 04100 - 1 1.04 ENVIRONMENTAL REQUIREMENTS A. Perform masonry work in accordance with the International Masonry Industry All - Weather Council (IMIAC) Recommended Practices and Guide Specifications for Cold Weather Masonry Construction. B. Wet Weather: Provide suitable cover over work exposed to weather. Maintain cover over finished work until application of sealer applied and cap flashing installed. C. Cold Weather: When outside temperature is below 40 degrees F. or is expected to fall below freezing within 48 hours (Weather Bureau Forecast), heat materials and provide suitable enclosures to maintain temperatures exceeding 40 degrees F. in masonry work in place for 48 hours after completion. Obtain approval of methods of protection before proceeding. 1.05 MIX TESTS A. Test mortar in accordance with ASTM C780. B. Test mortar in accordance with ASTM C780. C. Testing of Grout Mix: In accordance with ASTM C1019. 1.06 WARRANTY: Provide five (5) year written warranty on materials and workmanship. PART 2 PRODUCTS 2.01 MATERIALS A. Portland Cement: ASTM C150, Type I gray color. B. Mortar Aggregate: ASTM C144, standard masonry type. C. Hydrated Lime: ASTM C207, Type S. D. Premix Mortar: ASTM C387, using gray cement, Normal strength. E. Grout Aggregate: ASTM C404. F. Water: Clean and potable. G. Sand: ASTM C144 H. Mortar Color natural gray Mortar will be used at Concrete Masonry Units. 22 January 98 04100 - 2 2.02 ADMIXTURES A. Plasticizer for Grout: Water reducing type which reduces porosity and absorption to increase bond strength; Grout Aid manufactured by Sika. 2.03 MORTAR MIXES A. Mortar for Walls and Partitions: ASTM C270, Type S utilizing Proportion Method to achieve 1,800 psi. strength, or as indicated on Drawings. 2.04 MORTAR MIXING A. Thoroughly mix mortar ingredients in quantities needed for immediate use in accordance with ASTM C270 and C780. B. Mix mortar by mechanical equipment only. C. Do not use anti - freeze compounds to lower freezing point of mortar. D. If water is lost by evaporation, retemper only within two hours of mixing. E. Use mortar within two hours after mixing at temperatures of 80 degrees F, or two- and - one -half hours at temperatures under 50 degrees F. 2.05 GROUT MIXES A. Bond Beams, Lintels, etc. 2000 psi strength at 28 days; 9 -11 inches slump; premixed type in accordance with ASTM C94. 2.06 GROUT MIXING A. Mix concrete in accordance with ASTM C94. B. Add admixtures in accordance with manufacturer's instructions. Provide uniformity of mix. C. Do not use anti - freeze compounds to lower freezing point of grout. PART 3 EXECUTION 3.01 PREPARATION A. Clean existing adjacent masonry surfaces of loose mortar. 22 January 98 04100 - 3 z ~ w re 00 U)0 tu J w w (2d 1- w z1 ►- 0 w I 0 N. DE- W t om - . w Z U = 0 H z B. Protect existing adjacent surfaces from mortar stains. 3.02 INSTALLATION A. Install grout in accordance with manufacturer's instructions. B. Install mortar and grout to requirements of specific masonry Sections. C. Accessory Placement: Embed concealed flashing and masonry accessories as indicated and required. D. Mortar Setting: Do not use mortar which has begun to set or is beyond the recommended elapsed time since initial mixing. Retemper mortar during the recommended elapsed time period only to restore workability. E. Work grout into masonry cores and cavities to eliminate voids. F. Do not displace reinforcement while placing grout. G. Remove grout spaces of excess mortar. 3.03 FIELD QUALITY CONTROL: A. Compressive Strength: ASTM C 109, 1,800 psi at 28 days. 3.04 ADJUSTING AND CLEANING A. Adjusting: Remove mortar from masonry unit cavities where solid grout is required. Remove and reinstall masonry units not in alignment or not bonded by mortar. B. Joint Repair: Rake and re -point masonry joints where directed. C. Cleaning: Remove excess mortar from the site. 29 October 96 END OF SECTION 04100 -4 END 1 PART1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Concrete masonry units. 2. Reinforcement, anchorage, and accessories. B. Related Sections: 1. Section 01400 - Quality Control: Testing Services. 2. Section 01410 - Testing Laboratory Services. 3. Section 04100 - Mortar: Mortar and Grout. 4. Section 07120 - Fluid Applied Elastomeric Waterproofing. 5. Section 07900 - Sealant. C. Products Installed but not Furnished Under this Section: 1. Section 05120 - Structural Steel: Placement of steel anchors. 2. Section 05500 - Metal Fabrications: Placement miscellaneous fabricated steel items. 3. Section 07600 - Flashing and Sheet Metal: Placement of reglets for flashings. 1.02 REFERENCES A. American Society for Testing and Materials (ASTM): 1. ASTM Al23 - Zinc (Galvanized) Coatings on Iron and Steel Products. 2. ASTM A615 - Deformed and Plain Billet Steel Bars for Concrete Reinforcement. 3. ASTM C90 - Hollow Load Bearing Concrete Masonry Units. 4. ASTM C145 - Solid Load Bearing Concrete Masonry Units. B. International Masonry Industry All- Weather Council (IMIAC): 1. IMIAC Recommended Practices and Guide Specification for Cold Weather Masonry Construction. C. Reinforced Concrete Masonry Construction Inspectors Handbook: Recommended practices for hot and cold weather masonry construction. 1.03 QUALITY ASSURANCE A. Installer: Company specializing in performing work of this Section with minimum three years documented experience with projects of comparable size and type. 22 January 98 SECTION 04220 UNIT MASONRY 04220 - 1 : ,,, B. Mock -Up: 1. Provide mock -up of concrete unit masonry under provisions of Section 01400. 2. Erect masonry units to 4x9 feet panel size, include specified mortar and accessories. 3. When accepted, mock -up will demonstrate minimum standard for Work. Mock -up may remain as part of Work. C. Design Strength: Q 1. Concrete Masonry Unit: Fm' = 1,500 psi and special inspection shall be x . z required. 2. Fm' shall be established prior to start of construction by either prism testing according to the UBC. v cn o D. Prism Tests During Construction: 1. Construct 3 fully grouted prisms for each 5,000 square feet of wall area. co u_ 2. Prism tests shall be in addition to mortar and grout tests specified elsewhere. w o 3. Testing of prisms: In accordance with ASTM E447 -84. u. j . 1.04 DELIVERY, STORAGE, AND HANDLING w I- w A. Deliver products to Site, store and protect under provisions of Section 01600. o ui B. Deliver units on covered pallets. M o C. Accept masonry units on site. Inspect for damage. o o � 1.05 PROJECT CONDITIONS i 0 . L A. Perform masonry work in accordance with the International Masonry Industry All- z Weather Council (IMIAC) Recommended Practices and Guide Specifications for Cold 0 co Weather Masonry Construction. 01- z B. Wet Weather: Provide suitable cover over work exposed to weather. Maintain cover over finished work until application of sealer applied and cap flashing installed. C. Cold Weather: When outside temperature is below 40 degrees F. or is expected to fall below freezing within 48 hours (Weather Bureau Forecast), heat materials and provide suitable enclosures to maintain temperatures exceeding 40 degrees F. in masonry work in place for 48 hours after completion. Obtain approval of methods of protection before proceeding. 1.06 SEQUENCING AND SCHEDULING A. Coordinate work under provisions of Section 01039. 1.07 WARRANTY: Provide five (5) year written warranty on materials and workmanship. 22 January 98 . PART 2 PRODUCTS 2.01 MANUFACTURERS . A. Acceptable Masonry Unit Manufacturers: 1. Mutual Materials Co. 2. Western Block Co. B. Substitutions: Under provisions of Section 01600. 2.02 MATERIALS A. Concrete Masonry Units: 1. Hollow Load Bearing Block Units: ASTM C90, Grade N, Type I - Moisture Controlled; Light Weight. 2. Decorative Block Units: ASTM C90, Grade N, Type I - Moisture Controlled; Light Weight, Split Face Cut. 3. Concrete Masonry Units Size: a. Nominal modular size as noted in schedule at end of section. Provide special units for 90 degree corners, bond beams, lintels, and any other sizes or shapes as required. b. Strength: Average of 3 units not less that 1000 psi, with individual units not less than 800 psi or as required to achieve a prism strength of fm' = 1500 psi. c. Weight: Dry unit net weight of 95 to 105 pounds per cubic foot. B. Reinforcement and Anchorage: 1. Reinforcing Steel: ASTM A615, 60 ksi yield grade, deformed billet bars, unprotected finish. Grade 40 may be used for sizes as indicated by the structural drawings. 2. Masonry Rebar Positioner: As manufactured by A.A. Wire Products Company or approved. 2.03 ACCESSORIES A. Metal Lath: 3.4 Ib. galvanized diamond mesh, self- furring or approved. B. Steel Jamb Anchors: Type A and Web -Tie Flex -o -Lock by A.A. Wire Products Co., or approved. 22 January 98 04220 - 3 C. Expansion Joints: Rubber or vinyl with shear strength of not Tess than 450 psi. Blok- tite AA2003 wide flange by A.A. Wire Products Co., Rapid Control Joint No. 8 D/A 2005 wide flange by Dur- o -Wal, Inc., Greenstreak 675 or approved. D. Vermiculite Insulation: Zonolite masonry insulation by Grace Masonry Products, Supreme Perlite or equal. 2.04 CLEANING SOLUTIONS A. Fabrikleen Masonry Cleaner, or approved equal. Clean and wash all exposed surfaces as recommended by the manufacturer and brick supplier. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that field conditions are acceptable and are ready to receive work. B. Verify items provided by other Sections of work are properly sized and located. C. Verify that built -in items are in proper location, and ready for roughing into masonry work. D. Beginning of installation means installer accepts existing conditions. 3.02 PREPARATION A. Direct and coordinate placement of metal anchors supplied to other Sections. B. Provide temporary bracing during installation of masonry work. Maintain in place until building structure provides permanent bracing. 3.03 INSTALLATION A. Standards: Comply with the Latest Edition of the Uniform Building Code, Chapter 24 and referenced UBC Standards. B. Unit Cutting: Cut as required for openings and joints. C. Unit Placement: 1. Install units plumb and true. 2. Use special units where required. 3. Set units flush on exposed side of wall and allow variation in unit thickness to run on concealed face of wall. 4. Where masonry wall is scheduled to be painted on interior side of wall, provide least amount of variation between units possible for even wall surface. 22 January 98 04220 - 4 z z et 2 00 c J H U) u. wO LL Q D. cc w . � z U O ., o1 tu =U F O .z Cu U � 0 z ►w VMS D. Joint Size and Profile: 1. Concrete Masonry Units: 3/8" thick, tooled concave joint at all concrete masonry. E. Temporary Framework: Provide temporary support until masonry walls develop required strength. F. Grouting: Place grout in masonry units with low -lift grouting techniques. G. Insulation: Fill all opened cells with vermiculite insulation. 3.04 PLACING AND BONDING A. Coursing: 1. Establish lines, levels, and coursing indicated. Protect from displacement. 2. Maintain masonry courses to uniform dimension. Form vertical and horizontal joints of uniform thickness. 3. Lay masonry units in running bond. Course one unit and one mortar joint to equal 8 inches. Form concave tooled mortar joints at both faces of wall. B. Lay solid masonry units in full bed of mortar, with full head joints, uniformly jointed with other work. C. Lay hollow masonry units with face shell bedding low head and bed joints. D. Buttering corners of joints or excessive furrowing of mortar joints are not permitted. E. Remove excess mortar as Work progresses. F. Do not shift or tap masonry units after mortar has achieved initial set. Where adjustment must be made, remove mortar and replace. G. Perform jobsite cutting of masonry units with proper tools to provide straight, clean, unchipped edges. Prevent broken masonry unit corners or edges. H. Isolate masonry partitions from vertical structural framing members as indicated. I. Tolerances: 1. Maximum Variation From Unit to Adjacent Unit: 1/32 inch. 2. Maximum Variation From Plane of Wall: 1/4 inch in 10 feet and 1/2 inch in 20 feet or more. 3. Maximum Variation From Plumb: 1/4 inch in 10 feet non - cumulative; 1/2 inch in two stories or more. 4. Maximum Variation From Level Coursing: 1/8 inch in 3 feet and 1/4 inch in 10 feet. 5. Maximum Variation of Joint Thickness: 1/8 inch in 3 feet. 30 October 96 04220 - 5 1 ~ w 6 U 00 c o J }_... w u. co a = z � z w t- w U O� 0 H uww r . 11. O .. o1- z 6. Maximum Variation From Cross Sectional Thickness of Walls: 1/4 inch. J. At the end of each day, cover all masonry work with flashing to protect wall from water migration during construction. 3.05 REINFORCEMENT AND ANCHORAGES - REINFORCED UNIT MASONRY: A. Rebar Inspection: Reject bars with reduced cross section or bends not shown on shop drawings. B. Reinforcing: Position at spacing indicated. Secure vertical bars with bar positioners at 4' -0" o.c. Splice bars where indicated with not less than 48 bar diameters. C. Anchors and Inserts: Install where detailed. Install reglets in mortar joints where flashing meets masonry. D. Metal Lath: Place lath under bond beams over non- reinforced vertical cells. E. Concealed Flashing: Place where detailed and required to protect wall from moisture penetration. 3.06 GROUTED COMPONENTS A. Provide as indicated on Drawings. 3.07 CONTROL AND EXPANSION JOINTS A. Install control joints and expansion joints as as required by masonry industry, to allow for proper movement of masonry, and adjacent materials or as indicated on the drawings. B. Do not continue horizontal joint reinforcement through expansion joints. C. Install preformed control joint device in continuous lengths. Seal butt and corner joints in accordance with manufacturer's instructions. D. Size control joint in accordance with Section 07900 for sealant performance. E. Form expansion joint as detailed. 3.08 BUILT -IN WORK A. Anchors and Inserts: Install where detailed. Install reglets in mortar joints where flashing meets masonry. B. Metal Lath: Place lath under bond beams over non - reinforced vertical cells. 30 October 96 . +,, z w r QQ i JU O 0 N 0 J H w • 0 2 N • d I- w z = H 0 zF- 0 o uj 0 0 N . 0 1— w w 1- i g:O w z U = o z C. Concealed flashing: Place where detailed and required to protect wall from moisture penetration. D. As work progresses, build in metal door frames anchor bolts plates and other items furnished by other Sections. E. Build in items plumb and level. Yry F. Bed anchors of metal door frames in adjacent mortar joints. Fill frame voids solid with grout. Fill adjacent masonry cores with grout minimum 12 inches from framed openings. G. Do not build in organic materials subject to deterioration. 3.09 CUTTING AND FITTING A. Cut and fit for chases, pipes, conduit, and sleeves. Coordinate with other Sections of work to provide correct size, shape, and location. B. Obtain Architect's approval prior to cutting or fitting masonry work not indicated or where appearance or strength of masonry work may be impaired. 3.10 CLEANING A. Clean work under provisions of Section 01700. B. Remove excess mortar and mortar smears. C. Replace defective mortar. Match adjacent work. D. Clean soiled surfaces with cleaning solution. E. Use non - metallic tools in cleaning operations. F. Clean and wash all exposed masonry unit surfaces with masonry cleaner. Interior surfaces to be rinsed with neutral solution of ammonia and water. All work to be left in clean and serviceable condition, and ready for interior finishes. 3.11 PROTECTION OF FINISHED WORK A. Protect finished installation under provisions of Section 01500. B. Without damaging completed work, provide protective boards at exposed external corners which may be damaged by construction activities. C. Cover and protect all wall areas completed at the end of each day. 30 October 96 04220 - 7 z Z ,,, 2 U O J H' w LL Q. i f- w z � F- O z F- ww U � 0 - 0 1- w U. O .z w U W P. I 0 F z 3.12 ADJUSTING AND CLEANING A. Remove misplaced, broken or unbonded masonry units. B. Clean masonry units as directed. 3.13 FIELD FINISHING A. At all Concrete Masonry Unit Types, provide finish at exterior as indicated on Drawings and described in Section 07120, FLUID APPLIED ELASTOMERIC WATERPROOFING. 3.14 SCHEDULE A. The following is a schedule of masonry unit types: a. C.M.U. Type A: 8 x 8 x 16 smooth face block. b. C.M.U. Type B: 8 x 8 x 16 smooth face center score. c. C.M.U. Type C: 8 x 8 x 16 split face block. d. C.M.U. Type D: 8 x 8 x 16 split face center score. e. C.M.U. Type E: 8 x 4 x 16 smooth face block. 27 January 98 END OF SECTION 04220 - 8 END z r 2 6 � JU U co W = co LL W 0 2 LL ' Z �. f- 0 z � uj UO O co O 1- = U . LL 00 • Z 0 = ` O~ z PART1 GENERAL 1.01 SUMMARY SECTION 05120 STRUCTURAL STEEL A. Section Includes: 1. Structural steel framing members, baseplates and support members. w 2. Grouting under baseplates. J B. Related Sections: . 0 1. Section 05500 - Metal Fabrications: Non - framing fabrications affecting structural N W steel work. 2. Section 06112 - Framing and Sheathing. N LL 3. Section 06180 - Glued Laminated Structural Units. w o 4. Section 09900 - Painting: Finish painting. g a.? C. Products Furnished but not Installed Under this Section: = 0 1. Section 03100 - Concrete Formwork: Anchors for casting into concrete. 1- i 2. Section 04220 - Unit Masonry: Anchors for embedding into masonry. F- O z)- 1.02 REFERENCES w U � A. American Institute of Steel Construction (AISC): o S 1. AISC - Specification for the Design, Fabrication and Erection of Structural Steel w for Buildings. v. B. American Society for Testing and Materials (ASTM): z 1. ASTM A36 - Structural Steel. o �. 2. ASTM A53 - Hot - Dipped, Zinc - coated Welded and Seamless Steel Pipe. 17- I 3. ASTM A108 - Steel Bars, Carbon, Cold- Finished, Standard Quality. z 4. ASTM Al23 - Zinc (Hot Dipped Galvanized) Coatings on Iron and Steel Products. 5. ASTM A153 - Zinc Coating (Hot Dip) on Iron and Steel Hardware. 6. ASTM A307 - Carbon Steel Externally Threaded Standard Fasteners. 7. ASTM A500 - Cold- Formed Welded and Seamless Carbon Steel Structural Tubing in Round and Shapes. C. American Welding Society (AWS): 1. AWS A2.0 - Standard Welding Symbols. 2. AWS D1.1 - Structural Welding Code. 23 January 98 , 05120 - 1 D. Steel Structures Painting Council (SSPC): 1. SSPC Painting Manual, Volume II, Systems and Specifications. 1.03 SUBMITTALS A. Submit under provisions of Section 01300. B. Shop Drawings: z 1. Indicate profiles, sizes, spacing, and locations of structural members. 2 F. . Connections. Distinguish between Shop and Field Connections. w 3. Indicate welded connections with AWS A2.0 welding symbols. Indicate net weld 6 D lengths. 0 o 4. Paint and painting data. N w �. w= 1.04 QUALITY ASSURANCE J w 0 A. Fabricate structural steel members in accordance with AISC - Specification for the Design, Fabrication and Erection of Structural Steel for Buildings. u B. At exposed steel perform work in accordance with AISC - Specification for w Architectural Exposed Structural Steel. z F.. H p C. Design connections not detailed on Drawings under direct supervision of Professional w w Structural Engineer experienced in design of this work and licensed at place where o: Project is located. o o )- D. Qualifications: = 1. Fabricator Qualifications: Company specializing in performing work of this o Section with minimum 3 years documented experience. . z 2. Erector Qualifications: Company specializing in performing work of this Section c2 with minimum 3 years documented experience. z 1.06 FIELD MEASUREMENTS A. Verify that field measurements are as shown on drawings. Notify Architect and Structural Engineer of discrepancies immediately. PART 2 PRODUCTS 2.01 MATERIALS A. Structural Steel Members, Shapes and Bars: ASTM A36. B. Structural Steel Tubing: ASTM A500, Grade B. C. Steel Pipe: ASTM A53, Grade B. 30 October 96 05120 - 2 F. Grout: Non - shrink type, ASTM C827, pre -mixed compound consisting of non - metallic aggregate, cement, water reducing and plasticizing additives, capable of developing minimum compressive strength of 7,000 psi at 28 days; Five Star Grout, Fosroc F=-- w Conbextra, Target Portland expanding grout or approved substitute. re 6 J G. Shop and Touch -Up Primer: SSPC Paint 15, Type 1, red oxide. c) o W H. Connection: Fabricate of welded construction, drill and tap as required to receive W hardware and similar items. Include required anchors for building into other work. N w w I. Structural Connectors: Furnish custom fabricated bolts, plates, tie rods, anchors, g 5 dowels, and other steel shapes for framing, supporting, and anchoring framing. � J. Loose Bearing Plates: Provide for framing members bearing on masonry or concrete f w as indicated. Drill plates to receive anchor bolts. z l- I-- O 2.02 FABRICATION U � A. Shop - fabricate all work in complete units where possible. o w B. Verify and be responsible for exact field measurements as required for fabricated work . v to fit job conditions. w p _ co C. Camber steel girders and beams as indicated. 9 D. Perform all necessary cutting, punching, drilling and tapping required for: z 1. Attachment of other work coming in contact with structural steel. 2. Where indicated or where directions for same are given prior to or with review of Shop Drawings. 3. Unless otherwise indicated, make bolt holes 1/16 inch larger than required fastener diameter. D. Bolts, Nuts, and Washers: Suggest using Paragraph 2.01E from Section 05500 here instead. E. Welding Materials: AWS D1.1; type required for materials being welded. 1. Welding Electrodes: E70XX, unless otherwise noted. E. Except where indicated, perform no field cutting or burning. F. Form work true to detail with clean, straight, sharply detailed profiles. 1. Make exposed joints close fitting and where least conspicuous. 2. Have field connections, other than shown on Drawings, accepted by Architect. G. Welding: 1. Continuously seal joined members by continuous welds. 2. Grind exposed welds smooth, flush and ready for paint finish. 22 November 96 05120 - 3 .. .. ,, l 2.03 FINISH A. Prepare structural component surfaces in accordance with SSPC SP -2. B. Shop prime structural steel members with one coat of primer. Do not prime surfaces that will be field welded or in contact with concrete. _ Z PART 3 EXECUTION w 3.01 EXAMINATION µ - J v 00 A. Verify that field conditions are acceptable and are ready to receive work. Notify w Arcl iitect of conditions detrimental to proper and timely completion of work. ~' N 1- B. Beginning of installation means erector accepts existing conditions. wo J 3.02 ERECTION N d A. Field Assembly: ~ i 1. Assemble steel to lines and elevations indicated, within tolerances specified by 0 AISC Specifications and Code of Standard Practice. z f 2. Provide holes in members to permit connecting work of other trades when 2 D furnished with templates or required information. N 3. Bring assembled parts into close contact. o 1- 4. Use drift pins only to positions members. w w 5. Do not enlarge or distort holes. 2 6. Where required for proper alignment, provide short slotted holes. L- p w B. Temporary Bracing: Allow for erection loads, and for sufficient temporary bracing to maintain structure safe, plumb, and in true alignment until completion of erection and 0 installation of permanent bracing. C. Field Connections: 1. Provide bolted connection, except where welded connections are indicated, as follows: a. Use high strength threaded fasteners where indicated on Structural Drawings. b. Tighten nuts of high strength bolted connections, with properly calibrated wrenches,. to not less than minimum bolt tension, for size of bolt used, in accordance with AISC requirements. Check each calibrated wrench at least once daily for accuracy under actual conditions of application. c. Mark completely tightened bolts with identifying symbol. 2. Field weld components and shear studs indicated on Drawings. 30 October 96 ; 05120 - 4 D. Do not field cut or alter structural members without approval of Architect/Engineer. Field correction of fabrication errors by gas cutting torch is NOT permitted without Architect's written acceptance. E. Base Plates and Bearing Plates: 1. Support attached column bases with wedges or shims of type and in manner to permit installation of grout without interference or necessity for removal of wedges or shims. 2. Support base plates and large bearing plates on steel wedges or shims until support members have been plumbed, Grout solid entire bearing area after plumbing. 3. Mix place and cure grout in accordance with manufacturer's instructions. F. Erection Tolerances: 1. Maximum Variation From Plumb: 1/4 inch in 10 feet, non - cumulative. 2. Maximum Offset From True Alignment: 1/4 inch. 3.03 PAINTING A. Thoroughly clean surfaces of all dirt, rust, grease and loose mill scale in conformance with requirements with SSPC -SP3 Power Tool Cleaning. B. Shop apply one prime coat on all steel surfaces except as otherwis.e specified. 1. Do not paint surface: a. Within 2 in. of field welds or contact surfaces within friction type joints using high strength bolts. b. Encased in concrete. 2. Apply shop coat before shipping. C. Apply two coats to all surfaces which will be inaccessible after erection. 1. Minimum coating dryfilm thickness: a. Single coat: 2.0 mils b. Double coat: 4.0 mils 2. Paint shall be dry before handling or loading steelwork for shipment. D. Field Touch -Up: After erection clean and paint as described in shop coat: 1. All damaged areas of shop coat. 2. Exposed surfaces of bolts. 3. Bolt heads, nuts and washers. 4. All field welds and unpainted areas adjacent to field welds. 3.04 FIELD QUALITY CONTROL A. Field inspection will be performed under provisions of Section 01400. END OF SECTION 30 October 96 05120 - 5 END . a w 00 • N 0 w NIL. Ili 0 � F- O w ~. C.) . 0 i•-• LI/ uJ - O: , z i • • OI— z • PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Shop fabricated ferrous metal items, galvanized and prime painted. B. Related Sections: 1. Section 01400 - 2. Section 01410 - 3. Section 05120 - 4. Section 07722 - 5. Section 09900 - C. Products Furnished But Not Installed Under this Section: 1. Section 03300 - Cast -In -Place Concrete: Placement of metal fabrications in concrete. 2. Section 04220 - Unit Masonry: Placement of metal fabrications in masonry. 1.02 REFERENCES A. American Society for Testing and Materials (ASTM): 1. ASTM A36 - Structural Steel. 2. ASTM A53 - Hot - Dipped, Zinc - coated Welded and Seamless Steel Pipe. 3. ASTM A307 - Carbon Steel Externally Threaded Standard Fasteners. 4. ASTM A325 - High Strength Bolts for Structural Steel Joints. 5. ASTM A386 - Zinc- Coating (Hot -Dip) on Assembled Steel Products. 6. ASTM A500 - Cold- Formed Welded and Seamless Carbon Steel Structural Tubing in Round and Shapes. B. American Welding Society (AWS): 1. AWS A2.0 - Standard Welding Symbols. 2. AWS D1.1 - Structural Welding Code. C. Steel Structures Painting Council (SSPC): 1. SSPC Painting Manual, Volume 11, Systems and Specifications. 1.03 SUBMITTALS A. Submit under provisions of Section 01300. B. Product Data: 1. Submit manufacturers specifications and installation instructions for all prefabricated items. 30 October 96 SECTION 05500 METAL FABRICATIONS Quality Control. Testing Laboratory Services. Structural Steel. Roof Hatches. Painting: Paint finish. 05500 - 1 pm!!y1} ,R,1YMA4l7VrallitrAVIRV,P YI!M1'AIWoi?3?!!'t{! eRhYtrownonveg r:sm+Tr :tr.mf?vr sf .r!+ IMPmm'i'mn'•Av7 rot N ," "40,7" , m M+"'"''Iwnnr..!t'"^" M'I rrs ax'r km" ' C. Shop Drawings: 1. Indicate profiles, sizes, connection attachments, reinforcing, anchorage, size and type of fasteners, and accessories. 2. Include erection drawings, elevations, and details where applicable. 3. Indicate welded connections using standard AWS A2.0 welding symbols. Indicate net weld lengths. 1.04 FIELD MEASUREMENTS A. Verify that field measurements are as indicated on Drawings. PART 2 PRODUCTS 2.01 MATERIALS A. Steel Sections: ASTM A36. 8. Steel Tubing: ASTM A500, Grade B. C. Plates: ASTM A36. D. Pipe: ASTM A53, Grade B, Schedule 40, unless otherwise noted. E. Welding Materials: AWS D1.1; type required for materials being welded. F. Shop and Touch -Up Primer: SSPC 15, Type 1, red oxide. G. Touch -Up Primer for Galvanized Surfaces: Zinc rich type. H. Non - Metallic, Non -Shrink Grout: Corps of Engineers CRD -0588, Non - Metallic Grout and Burke Conc. Accessories, Inc., Sealtight 588 by W.R. Meadows, Inc., Masterflow by Master Builders, Sonogrout by Sonneborn, Thoroset by Thoro System Products, Five Star Grout by U.S. Grout Corp., Upcon by Bostik, or approved. 2.02 FABRICATION A. Verify dimensions on jobsite prior to shop fabrication. B. Fit and shop assemble in largest practical sections, for delivery to Site. C. Fabricate items with joints tightly fitted and secured. D. Continuously seal joined members by continuous welds. E. Grind exposed joints flush and smooth with adjacent finish surface. Make exposed joints butt tight, flush, and hairline. Ease exposed edges to small uniform radius. 30 October 96 05500 - 2 30 October 96 F. Exposed Mechanical Fastenings: Flush countersunk screws or bolts; unobtrusively located; consistent with design of component, except where specifically noted otherwise. G. Supply components required for anchorage of fabrications. Fabricate anchors and related components of same material and finish as fabrication, except where specifically noted otherwise. 2.03 FINISHES A. Clean surfaces of rust, scale, grease, and foreign matter prior to finishing. B. Do not prime surfaces in direct contact with concrete or where field welding is required. C. Shop prime exposed and concealed interior steel members. D. Shop galvanize exposed exterior steel, and where indicated after fabrication, provide items to minimum 2.0 oz/sq. ft zinc coating in accordance with ASTM A386. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that field conditions are acceptable and are ready to receive work. B. Beginning of installation means erector accepts existing conditions. 3.02 PREPARATION A. Clean and strip primed steel items to bare metal where site welding is required. B. Supply items required to be cast into concrete or embedded in masonry with setting templates, to appropriate sections. 3.03 INSTALLATION A. Install items plumb and level, accurately fitted, free from distortion or defects. B. Allow for erection Toads, and for sufficient temporary bracing to maintain true alignment until completion of erection and installation of permanent attachments. C. Field weld components indicated on Shop Drawings. D. Perform field welding in accordance with AWS D1.1. 05500 - 3 z cC w UO rn w = w 2 LL a D. a . = F- w _ Z � I- O Z w uj U� 0 D OH W u.l : : 0 w Z — I O� z 41pMb)2 E. Obtain Architect/Engineer approval prior to site cutting or making adjustments not scheduled. F. After erection prime welds, abrasions, and surfaces not shop primed galvanized, except for surfaces to be in contact with concrete. 3.04 ERECTION TOLERANCES A. Maximum Variation From Plumb: 1/4 inch in 10 feet, non - cumulative. B. Maximum Offset From True Alignment: 1/4 inch. 3.05 SCHEDULE A. The following schedule is list of principal items only. Refer to Drawing details for items not specifically scheduled. B. Connection: Fabricate of welded construction, drill and tap as required to receive hardware and similar items. Include required anchors for building into other work. C. Structural Connectors: Furnish custom fabricated bolts, plates, tie rods, anchors, dowels, and other steel shapes for framing, supporting, and anchoring framing. D. Loose Bearing Plates: Provide for steel items bearing on masonry or concrete as indicated. Drill plates to receive anchor bolts. E. Roof Access Ladder: Steel, of 3/8 x 2 side rails spaced at 20 inches; rungs of one inch diameter solid rod spaced 12 inches on center; space rungs 7 inches from wall surface; with steel mounting brackets and attachments; galvanized finish. Provide O.S.H.A. approved steel flat bar, safety cage, safety hoops starting at 8' -0" A.F.F. F. Bollards: Steel pipe, concrete filled, crowned cap, as detailed. G. Galvanized Steel Railings and Handrails: Fabricate to dimensions indicated with joints welded and ground smooth or reinforced and secured with concealed set screws. Attach to structure as indicated or as required to meet structural loading. Galvanize steel after fabrication. Minimum design load 200 pounds in any direction on any member without excessive deflection or stress. H. Dock Channel: At dock jambs, heads and overhead door openings provide 8" x 2" continuous channel. Steel channel to be anchored with flush anchor bolts. Embed into C.M.U. as required. 23 January 98 05500 - 4 `.'.1 lw..,.�i'4rtyt.;kHS:;' JAS' c�`/ JMf�c?3�c:'' itsan? x'* rMup�. no..,:,. M .sum,;�.R;ruu�gsr.?�µY,M�xy!q.: Mtn ;a�wnrs#°'tYSSr!�ran;�Fznv,a 23 January 98 I. Angles: 4 x 4 x 3/8" steel angles at each downspout and at dock as detailed. J. Burglar Bars: Provide burglar bars at all roof openings 10" or more in any direction. END OF SECTION 05500 - 5 END ` . PART 1 GENERAL 1.01 SUMMARY SECTION 06112 FRAMING AND SHEATHING A. Section Includes: 1. Structural wall and roof framing. 2. Built -up structural beams and columns. 3. Wall and roof sheathing. 4. Sill gaskets and fleshings. 5. Preservative treatment of wood. 6. Fire retardant treatment of wood. 7. Miscellaneous framing and sheathing. 8. Telephone and electrical panel boards. 9. Concealed wood blocking for support of toilet and bath accessories and fire stopping. B. Related Sections: 1. Section 03300 - 2. Section 04220 - 3. Section 05120 - 4. Section 06151 - 5. Section 06180 - 6. Section 06193 - 7. Section 06196 - 8. Section 07210 - 9. Section 07240 - 10. Section 07510 - 11. Section 07600 - 12. Section 07722 - 13. Section 09110 14. Section 09250 - C. Products Furnished but Not Installed Under This Section: 1. Section 05500 - Metal Fabrications: Placement of steel fabrications embedded or bearing upon and anchored into concrete and masonry. 1.02 REFERENCES A. American Lumber Standards Committee (ALSC): 1. ALSC softwood Lumber Standards. B. American National Standards Institute (ANSI): 1. ANSI A208.1 - Mat - Formed Wood Particleboard. 2. ANSI /AHA A135.4 - Basic Hardboard. 23 January 98 ; Cast -In -Place Concrete: Setting anchors in concrete. Unit Masonry: Setting anchors in masonry. Structural Steel: Prefabricated steel structural supports. Wood Chord Metal Joists. Glued Laminated Structural Units. Fabricated Wood Trusses Plywood Web Joists. • Building Insulation. Exterior Insulation and Finish System (E.I.F.S.) Built -Up Ashpalt Bituminous Roofing. Flashing and Sheet Metal. Roof Hatches. - Non -Load Bearing Metal Framing. Gypsum Board: Gypsum Sheathing. 06112 -1 z w re 00 u) 0 J H CO W w d . Z = 1- 0 Z i- 111 uj D N oF- w W 0 u. 0 ui z U= o z C. American Plywood Association (APA). D. American Wood Preservers Association (AWPA): 1. AWPA 01 - All Timber Products Preservative Treatment by Pressure Process. 2. AWPA C20 - Structural Lumber Fire Retardant Treatment by Pressure Process. E. National Forest Products Association (NFPA). F. West Coast Lumber Inspection Bureau (WCLIB). 1. WCLIB...Grading and Dressing Rules No. 16. G. Western Wood Products Association (WWPA). 1. WWPA...Grading Western Lumber. 1.03 QUALITY ASSURANCE A. Perform Work in accordance with following agencies: 1. Lumber Grading Agency: Certified by ALSC. 2. Plywood Grading Agency: Certified by APA. 1.04 DELIVERY, STORAGE, AND HANDLING A. Deliver products to Site, store, protect, and handle under provisions of Section 01600. PART 2 PRODUCTS 2.01 MATERIALS A. Provide structural wood materials with grade stamps of WCLIB or WWPA, and as modified herein. 1. All lumber shall be free of noticeable warp or twist, with Tess than 5% showing "very Tight" warp, twist, bow, cup or crook per Rule 16. 2. Seal end grain of material prior to delivery to Project Site. B. Provide material with maximum moisture content 19% for all joists, studs, blocking, ledgers and beams. Contractor's option: air dried or KD. C. Provide all blocking, sill plates, and nailers in contact with concrete, at or near grade or exposed to weather: Coast region Douglas Fir, Construction or No. 2, KD, WCLIB, S4S, pressure treated per Fed. Spec. TT -W -571. D. Heavy Timber: Douglas Fir, No. 1, all members 4 x and greater in least dimension shall be free - heart- center. E. Light Framing Lumber: Douglas Fir - Larch, S4S, No. 2 and better. 22 November 96 06112 -2 Vos k..•1 z I- z w U 0 0 N 0 . LU CO U.. w 0 u. CO a = w F- _ Z H- I- 0 z E- w 0 t/) 0H = U I--_ -O w z U g) H =. 0 F- z F. Structural Joists: Douglas Fir - Larch, No. 2 and better, S4S, except as noted otherwise on Drawings. G. Beams: Douglas Fir - Larch, No. 1, S4S, except as noted otherwise on Drawings. H. Studs: Douglas Fir - Larch, No. 2 and better. I. Softwood Plywood: APA Rated Sheathing Structural II or CDX exterior with exterior glue. 1. Sheathing: : 3/8" CDX; P.I. 24/0, 3 /" CDX; P.I. 48/24, %z' CDX; P.I. 24/0. Note structural drawings for edge support. 2. No OSB board will be allowed. J. Gypsum Sheathing: Refer to Section 09250. 2.02 ACCESSORIES A. Fasteners and Anchors: 1. Fasteners: Zinc electroplated steel for high humidity and treated wood locations, unfinished steel elsewhere. 2. Drywall Screws: Bugle head, hardened steel, power driven type, length three times thickness of sheathing. 3. Anchors: ASTM A307; Expansion shield and lag bolt type for anchorage to solid masonry or concrete. Bolt or ballistic fastener for anchorages to steel. B. Die Stamped Connectors: Hot dipped galvanized steel. C. Joist Hangers: Hot dipped galvanized steel, sized to suit framing conditions, Simpson, or approved substitute. D. Sill Gasket on Top of Foundation Wall: 1/4 inch thick, plate width, closed cell polyethylene foam from continuous rolls. E. Building Paper: No. 15 asphalt felt for vertical application, No. 30 for horizontal application. 2.03 FACTORY WOOD TREATMENT A. Preservative Treated Wood Products: 1. Lumber: Where cast into concrete, provide AWPB LP -22 waterborne salt preservative for ground contact use. Chemonite, or Wolman, or approved substitute. 23 January 98 06112 -3 ' z w • i; 0 mo o . w= J H w Q cn _ ° I- w z � I-- 0 Z ~. uj 0 O 0 w w 0. 1— Li- lll = OF z • z 1 z re 00 u) w J = (0 w U.1 2 is w z �. z O w o c - 2 . o � w LL O . ui z z _ B. Secure wall sheathing with long dimension parallel to wall studs, with ends over firm bearing. C. Place building paper horizontally over wall sheathing, weather lap edges and ends. D. Install plywood to multiple span feasible. E. Install telephone and electrical panel boards with plywood sheathing material where required. Over size the panel by 12 inches on all sides. 3.03 TOLERANCES A. Framing Members: 1/4 inch from true position, maximum treatment. END OF SECTION 30 October 96 06112 - 5 END z U O , co o w w : J; co u. WO g Q CD I-w Z 0` U� o w w Z H - IL. O . 1 Z ; U N 1- O Z ; PART 1 GENERAL 1.01 SUMMARY SECTION 06151 WOOD CHORD METAL JOISTS A. Section Includes: 1. Wood chord metal joists for roof framing. 2. Bridging, bracing, and anchorage. 3. Framing for openings. B. Related Sections: 1. Section 06112 - Framing and Sheathing. 2. Section 06180 - Glue Laminated Structural Units. 3. Section 06193 - Fabricated Wood Tresses. 4. Section 06196 - Plywood Web Joists. 1.02 REFERENCES A. AWPA - American Wood Preservers' Association. B. FS TT -W -571 - Wood Preservation: Treating Practices. 1.03 QUALITY ASSURANCE A. Manufacturer: Company specializing in wood chord metal joists with five years minimum experience. B. Design joists under direct supervision of registered Professional Engineer experienced in structural framing design. 1.04 REGULATORY REQUIREMENTS A. Conform to applicable code for•loads, seismic zoning, other governing load criteria. 1.05 SUBMITTALS A. Submit shop drawings and product data under provisions of Section 01300. B. Shop Drawings: 1. Indicate framing system, sizes and spacing of joists, Toads and joist cambers, bearing and anchor details, bridging and bracing, framed openings. Submit design calculations. C. Submit manufacturer's installation instructions under provisions of Section 01300. 22 November 96 06151 - 1 z 1 w . 6 J U . 0 0 U) 0 Lu J Wu. w g g = d : I- al Z = 1- O Z 1- Lu U 0; O- O 1- wW 1- • - • H O w z = O ~. z 1.06 DELIVERY, STORAGE, AND HANDLING A. Deliver products to site under provisions of Section 01600. B. Store and protect products under provisions of Section 01600. C. Transport and store joists in vertical position resting on bearing ends. D. Protect joists from moisture, warpage, and distortion during transit and when stored. PART 2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. Trus -Joist Corporation. B. Substitutions: Substitutions are not allowed. 2.02 FABRICATION A. Fabricate joists to achieve requirements specified. B. Verify dimensions and site conditions prior to fabrication. PART 3 EXECUTION 3.01 INSPECTION A. Verify that supports and openings are ready to receive joists. B. Beginning of installation means acceptance of existing conditions. 3.02 PREPARATION A. Coordinate placement of support items. 3.03 INSTALLATION A. Install joists in accordance with manufacturer's instructions. B. Place joists true to line and level. C. Provide temporary bracing to position joists in place until permanently secured. 27 January 98 06151 - 2 z its �-- w . J U 00 u) W = J F w0 g Q cn _° � Z �. � w ~ 2 j : U O � D F- = ▪ V ui z U 22 O 1 " z . D. Place permanent bridging, bracing, and anchors to maintain joists straight and in correct position before installation of decking or inducing Toads. E. Do not field cut joists. F. Place headers and supports to frame openings required. 3.04 TOLERANCES A. Framing Members: 1/4 inch maximum from true position. 13 November 96 END OF SECTION 06151 - 3 END SECTION 06180 GLUE LAMINATED STRUCTURAL UNITS PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Glue laminated wood beams. 2. Steel hardware and attachment brackets. B. Related Work: 1. Section 05120 - 2. Section 06112 - 3 Section 06151 - 4. Section 06193 - 5. Section 06196 - 1.02 REFERENCES A. American Institute of Timber Construction (AITC). B. American Lumber Standards Committee (ALSC): 1. ALSC Softwood Lumber Standards. Structural Steel: Prefabricated steel structural supports. Framing and Sheathing: Roof sheathing. Wood Chord Metal Joists. Fabricated Wood Trusses Plywood Web Joists. C. American National Standards Institute (ANSI): 1. ANSI A190.1 - Structural Glued Laminated Timber. D. American Society for Testing and Materials (ASTM): 1. ASTM A36 - Structural Steel. 2. ASTM Al23 - Zinc (Hot Galvanized) coatings on Products Fabricated from Rolled, Pressed, and Forged Steel Shapes, Plates, Bars, and Strip. 3. ASTM D2559 - Adhesives for Structural Laminated Wood Products for Use Under Exterior (Wet Use) Exposure Conditions. E. American Wood Preservers' Association (AWPA). 1.03 SUBMITTALS A. Submit under provisions of Section 01300. B. Shop Drawings: 1. Indicate framing system, sizes and spacing of members, loads and cambers, bearing and anchor details, bridging and bracing and framed openings. C. Furnish to Architect AITC "Certificate of Performance" with Attachments 1 & 2 duly execute. 22 November 96 06180 - 1 z ~ w re 6U 000 CO J H' � wo w ?. � z I- o z I- Lu U� o N o ff w u. �U .z w 0 z 23 January 98 1.04 QUALITY ASSURANCE A. Manufacturer Qualifications: Company specializing in manufacture of glue laminated structural units with three years minimum experience, and certified by AITC. B. Erector Qualifications: Company specializing in erection of glue laminated structural units with three years documented experience, and approved by manufacturer. C. Regulatory Requirements: 1. Conform to applicable code for loads, seismic zoning, and other load criteria. D. Each member to be stamped with the AITC quality inspected stamp. 1.05 DELIVERY, STORAGE, AND HANDLING A. Deliver products to Site, store and protect under provisions of Section 01600. B. Protect members in accordance with AITC requirements for load wrapped material. PART 2 PRODUCTS 2.01 MATERIALS: A. Lumber: Douglas Fir - Larch Industrial Grade lumber. Design for following values: 1. See Structural General notes. 2. F.R.P. Glu Lams are not allowed. B. Accessories: 1. Steel Connections and Brackets: ASTM A36; weldable quality, prime painted SSPC Paint 15, Type I, red oxide. 2. Hardware: ASTM A307, structural quality steel. 3. Adhesive: ASTM D2559 for wet condition of service. 2.02 FABRICATION: A. Verify dimensions and site conditions prior to fabrication. B. Fabricate glue laminated structural members in accordance with Contract Documents, reviewed Shop Drawings, and AITC industrial grade. 1. Cut and fit members accurately to length to achieve tight joint fit. 2. Fabricate member with camber built in. Where camber is not noted, provide standard 2,000 foot radius camber for simple span conditions. 3. Do not splice or join members in locations other than that indicated, without permission. 06180 - 2 z w 00 N0 . J H � w co I- w Z = I- 0 Z U 0 Y 0 1— w � U =, oI z C. Fabricate steel hardware and connections with joints neatly fitted, welded, and ground smooth. PART 3 EXECUTION 3.01 EXAMINATION: A. Verify that supports are ready to receive work. B. Verify sufficient end bearing area. C. Beginning of installation means acceptance of existing conditions. 3.02 PREPARATION A. Coordinate placement of support items. 3.03 ERECTION A. Set structural members level and plumb, in correct positions. B. Provide temporary bracing and anchorage to hold members in place until permanently secured. C. Fit members together accurately without trimming, cutting, or any other unauthorized modification. 3.04 TOLERANCES A. Framing Members: 1/2 inch maximum from true position. 30 October 96 END OF SECTION 06180 - 3 END z � w . 0 0 u) 0 . w =, SQ w 0, = a _ . z 1 ._ g , uy o F-: w H U' 0: U N 0 z PART1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Wood chord and plywood web joists for roof framing. 2. Bridging, bracing, and anchorage. 3. Framing for openings. B. Related Sections: 1. Section 06112 - Framing and Sheathing. 2. Section 06180 - Glue Laminated Structural Units. 25 November 96 SECTION 06196 PLYWOOD WEB JOISTS 1.02 REFERENCES A. APA - American Plywood Association. 1.03 QUALITY ASSURANCE A. Manufacturer: Company specializing in manufacture of plywood web joists with five years minimum experience. B. Design joists under direct supervision of registered Professional Engineer experienced in structural framing design. 1.04 REGULATORY REQUIREMENTS A. Conform to applicable code for Toads, seismic zoning, and other governing criteria. 1.05 SUBMITTALS A. Submit shop drawings and product data under provisions of Section 01300. B. Shop Drawings: 1. Indicate framing system, sizes and spacing of joists, Toads and joist cambers, bearing and anchor details, bridging and bracing, and framed openings. C. Submit manufacturer's installation instructions under provisions of Section 01300. 1.06 DELIVERY, STORAGE, AND HANDLING A. Deliver, store and protect products to site under provisions of Section 01600. B. Transport and store joists in vertical position resting on bearing ends. 06196 -1 z w dd � JU U � J = wO 2 J !a = z � Z o ILI la U Ca. 0 52 0 I- w w u. O . w z — 1 0 z C. Protect joists from moisture, warpage, and distortion during transit and when site stored. PART2 PRODUCTS z 2.01 ACCEPTABLE MANUFACTURERS ~ w re A. Trus Joist MacMillan Corporation. QQ J U B. Willamette Industries, Inc. N 0 w C. Substitutions: Under provisions of Section 01600. '' W O 2.02 MATERIALS 2 g J A. Wood Chord Members: Single top and bottom chord, microlam, maximum moisture ▪ D content of 19 percent. Finger scarfing permitted if joint exceeds stress limit of z w member. z z • � 1.O B. Web: Plywood graded by APA; ply core, structural grade, waterproof glue or oriented w strand board. 2 3 , 0 c o in Type, size and spacing required by joist manufacturer. o - C. Joist Bridging: 9� 9� YP P 9 4 Y 1 w w 2.03 ACCESSORIES 1- u. A. Wood Blocking Support Members Framing for Openings: In accordance with Section LLi 06112. I= O B. Fasteners: Galvanized steel, type to suit application. 2.04 FABRICATION A. Verify dimensions and site conditions prior to fabrication. PART 3 EXECUTION 3.01 INSPECTION A. Verify that supports and openings are ready to receive joists. B. Verify sufficient end bearing area. C. Beginning of installation means acceptance of existing conditions. 11 November 96 06196 - 2 3.02 PREPARATION A. Coordinate placement of support items. 3.03 INSTALLATION A. Install joists in accordance with manufacturer's instructions. B. Place joists true to line and level. C. Provide temporary bracing to position joists in place until permanently secured. D. Place permanent bridging, bracing, and anchors to maintain joists straight and in correct position before installation of decking or inducing Toads. E. Do not field cut joists. F. Place headers and supports to frame openings required. 3.04 TOLERANCES A. Framing Members: 1/4 inch maximum from true position. 11 November 96 END OF SECTION 06196 - 3 END z �w 6D. co. coo �u. J w o: LL Q D. . z 1 .. z I w fi U (0 • — w w` H U. O; w U =; O z PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Fluid applied fill coat and elastomeric finish waterproofing. re B. Related Sections: o p 1. Section 04100 - Mortar Mortar joints. w 2. Section 04220 - Unit Masonry: Concrete masonry unit. J I 3. Section 09900 - Painting: Painting. w w 1.02 REFERENCES 2 u_Q A. American National Standards Institute /American Society for Testing and Materials w a (ANSI/ASTM):~ w 1. ANSI /ASTM G26 - Recommended practice for operating light exposure z apparatus. z O w w B. American Society for Testing and Materials (ASTM): D o : 1. ASTM 1653 - Test method for permeability. p N. 2. ASTM E96 - Test method for water vapor -transmission of materials. w w 1.03 SUBMITTALS 1- 1 z A. Submit under provisions of Section 01300 and 01400. 0 I — B. Sample /Mock -up: z 1. Submit two (2) wall samples of each color 6" x 6" in size indicating texture, color and finish. 2. Provide field sample /mock -up for color approval by Architect. 1.04 QUALITY ASSURANCE A. Applicator: Company specializing in application of specified waterproofing with three years minimum experience, and approved by manufacturer. B. Comply with applicable recommendations of the manufacturer. C. Field Sample /Mock -up: 1. Provide 100 sq. ft. of field sample of installed membrane over CMU wall under provisions of Section 01400. 2. Field sample shall represent color and surfaces of finished work. 25 November 96 SECTION 07120 FLUID APPLIED ELASTOMERIC WATERPROOFING 07120 -1 3. Contractor shall coordinate inspection of the field sample by the local manufacturers representative for approval prior to proceeding. 4. Approved sample may be incorporated as part of work. 1.05 ENVIRONMENTAL REQUIREMENTS A. Comply with manufacturers recommendations on environmental requirements for storage, handling and installation. B. Ambient Temperature Minimum of 50 F. air and surface temperature for 24 hours before, during and 24 hours after application, unless otherwise specified by coating manufacturer. C. No precipitation for 24 hours preceding or predicted for 24 hours after application. D. The following conditions may require dampening the surface prior to and during application: 1. Wind- caused rapid drying of surface. 2. Excessive surface temperature. 3. Excessive air temperature. 4. Direct sun. 5. Low humidity. E. Surfaces shall be protected to prevent rapid drying where heavy wind or hot sun exist. F. Rapid changes in temperature should be avoided during curing to prevent thermal shock cracks in finish materials. G. Surface temperature shall be maintained above 50 F. throughout application and curing of blockfiller system. 1.06 PRODUCT DELIVERY, STORAGE AND HANDLING A. All manufactured materials shall be delivered in their original packages, containers and bundles bearing the name of manufacturer and brand. Store all materials off the ground under watertight cover and away from sweating walls and other damp surfaces until ready for use. Damaged or deteriorated materials must be removed from the premises immediately. 1.07 PROTECTION A. During application of fill coat and elastomeric finish, protect work of other trades against undue soilage and damage by the exercise of reasonable care and precaution. Repair and /or replace any work so damaged or soiled as to be unsightly in Architect's judgment at no additional cost to Owner or Contact. 6 November 96 07120 - 2 . .-.. z W ix 6 J U ' 00 w0 W= J F WO I d = W F- _ z � ►= O Z F- w la 0 N . o w F- -. U. O . w I _ 0 z 1.08 WARRANTY A. Provide five year warranty under provisions of Section 01700. B. Warranty: Include coverage of materials and installation and resultant damage from failure of installation to resist penetration of moisture. 1.09 PRE - APPLICATION MEETING A. General Contractor shall arrange meeting no less than three (3) days prior to starting work. B. Attendance: 1. General Contractor. 2. Coating Subcontractor. 3. Representative of coating manufacturer. C. Meeting Agenda: 1. Substrate condition; 2. Sequence and method of application of coating system. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Acceptable Fluid Applied Waterproofing Manufacturers: 1. Thoro System Products. B. Substitutions: No substitutions will be allowed. 2.02 MATERIALS A. Fill Coat: Cementitious, acrylic - modified waterproof blockfiller. Super Quickseal with Thorosheen, as manufactured by Thoro System Products, or equal approved by Architect. B. Finish Coat: Acrylic polymer elastomeric waterproof coating, meeting the following performance requirements. Thorolastic, as manufactured by Thoro System Products, [Sonneborn Colorflex] or equal approved by Architect. Custom colors shall be as indicated on the drawings and within Section 09900 - Painting or as selected by the Architect. Performance Requirements: 1. Elongation: Minimum at break 400% 2. Weatheriny (ASTM G 26 Xenon Arc) 5000 hours 3. Permeability (ASTM D 1653, E 96) 12 perms 25 November 96 07120 - 3 z w re 2 6 U 0 O 0 . w III = CO u. w O 2 g Q . D. a �w Z I- 0 z r uj 0 O F 01— ww Z O ' w z 0 z PART 3 EXECUTION 3.01 WORKMANSHIP A. In cold and /or inclement weather, no work shall be started until area is adequately covered temporarily, so that a surface temperature of not less than 50 F. can be maintained during and up to completion of the drying process. Temporary heat shall be provided for, when necessary, as directed by the manufacturer. The use of portable space heaters to provide temporary heat is permitted. B. Surfaces shall be free of defects such as mortar or grout droppings, laitance, dirt, dust, grease, form release treatments, efflorescence, curing compounds, paint and any other foreign materials. C. Finish coat shall be of uniform color, texture and sheen, free from runs, drips, curtains, holidays, shiners and other imperfections. 3.02 MIXING 4. Freeze /thaw (DOT Method A) 50 cycles 5. Flexibility (Fed. Test 141,6221) no change A. Mix in strict accord with printed instructions of manufacturer. Mechanical mixers of an approved type shall be used for mixing. Frozen, caked or lumped materials shall not be used. Mechanical mixers and containers shall be cleaned after mixing; each batch kept free from previous mixes. B. Thoroughly mix with proper amount of water until a creamy batter consistence is achieved, with uniform color. C. Let material set for fifteen (15) minutes, then temper back. D. The material may be retempered only one more time. 3.03 APPLICATION A. Blockfiller: 1. Do not apply while wall is excessively wet. 2. Apply a heavy brush or roller coat to the surface at the rate of 100 sq. ft. per gallon over flat face block, or approximately 75 sq. ft. per gallon over fluted or split face block, depending on the roughness of the block. 3. Using a wet and clean brush, work the fill coat in a horizontal manner to fill surface imperfections. Lay off base coat with vertical strokes. Backroll surface with 3/4" nap roller with downward finish strokes to remove brush marks. Do not let the material set or harden before backrolling. 6 November 96 07120 - 4 z 1 Z 0 0 0 w= f- CO LL w g I a = w I- _ z �. I- 0 Z ui U� 0 -. w w U- o ui U = OF" z 4. Let the fill coat set for 24 hours. Apply a light fog spray of clean, potable water on the second day if conditions are hot and /or windy. B. Finish Coat: 1. Stir thoroughly with a metal paddle or electric mixer to assure a complete, uniform dispersion throughout. 2. In extremely hot, dry weather slight dampening of the surface with clean water is acceptable prior to the application. 3. Apply the FIRST COAT according to the manufacturer's printed recommendations with texture to be determined by the Architect. 4. Apply the SECOND COAT according to the manufacturer's printed recommendations with color and texture to be determined by the Architect. 5. Finish product should have a dry film thickness of 18 -20 dry mils pinhole free. 6. Apply base coat of smooth texture uniformly over entire surface. Then apply second coat in the desired texture. 7. Clean equipment immediately after application is completed with clean water. Dried film can be removed with xylonal. 8. Do not apply if surface temperature is below 40 F. or expected to fall below 40 F. within 24 hours. C. The following conditions may require dampening the surface prior to and during application: 1. Wind causing. rapid drying of surface; 2. Hot surface temperature; 3. Hot air temperature; 4. Direct sun; 5. Low humidity. 3.04 COMPLETION A. Dry Film Thickness Inspection: 1. Measure coating upon completion of application, using precision instrument designed for measuring coating dry film thickness. 2. Recoat any work measuring less than thickness specified by coating manufacturer. 3. Touch -up test surface as recommended by coating manufacturer. B. Final Cleaning: 1. Remove splattered coating from adjacent windows, doors, flashings, and concrete walkways, as recommended by coating manufacturer. C. Manufacturers Letter of Completion: 1. Provide letter of completion and acceptance from the manufacturer verifying dry film thickness and application. 6 November 96 07120 - 5 ;, k 3.05 INSPECTION AND SCHEDULE A. Contractor shall maintain schedule of application in field office for Architect's inspection. 6 November 96 END OF SECTION 07120 - 6 END PART 1 GENERAL 1.01 SUMMARY SECTION 07210 BUILDING INSULATION A. Section Includes: 1. Batt insulation and vapor barrier in exterior wall and roof construction of new construction. 2. Sound control insulation at interior demising walls. B. Related Sections: 1. Section 06112 - Framing and Sheathing: Supportive construction. 2. Section 07510 - Built -Up Asphalt Bituminous Roofing: Roof insulation. 3. Section 09110 - Non -Load Bearing Metal Framing: Supportive construction. 4. Section 09250 - Gypsum Board. 5. Division 15 - Mechanical: Piping and duct insulation. 1.02 REFERENCES A. American Society for Testing and Materials (ASTM): 1. ASTM C665 - Mineral Fiber Blanket Thermal Insulation for Light Frame Construction and Manufactured Housing. B. Federal Specifications (FS): 1. FS HH -I -521 - Insulation Blankets, Thermal, (Mineral Fiber for Ambient Temperatures). 2. FS HH -I -558 - Insulation, Blocks, Boards, Blankets, Felts, Sleeving (Pipe and Tube Covering), and Pipe Fitting Covering, Thermal (Mineral Fiber, Industrial Type). 1.03 PERFORMANCE REQUIREMENTS A. Materials of this Section shall provide continuity of thermal barrier at building enclosure elements. 1.04 COORDINATION A. Coordinate Work under provisions of Section 01039. 23 January 98 -- ...,-- --,, z H w 0O u , c J H U) u. w O gag' Q = w Z = HO z i uj 0 0 - . 0 1-' w w HU U. ~O. W z U= 0 1— z PART 2 PRODUCTS 2.01 MANUFACTURERS A. Acceptable Batt Insulation Manufacturers: 1. Dow Chemical Co. 2. Schuller. .- z 3. U.S. Gypsum Co. 4. Manville Corp. Z 5. Certainteed. it 2 B. Substitutions: Under provisions of Section 01600. o o 2.02 MATERIALS '"" w z J A. Batt Insulation: FS HH -I -521 Type I - without membranes or Type II - with w o' non - reflective membrane one side, ASTM C665; preformed mineral fiber batt, g conforming to following: 1. Thermal Resistance: w d a. Walls: R -19 •° • I- s b. Under Roof: R - 30 ? 2. Facing: I- ° a. Walls: Foil - Faced, FSK 25. LLI w b. Under Roof: Unfaced. o B. Sound Control Insulation: FS HH -I -521 Type I - without membranes; mineral fiber batt, o friction fit, conforming to following: i 0 1. 3 -1/2" or 6" thick (fill stud space full depth of stud). U o 2. Facing: Unfaced. ui U = ' H / - 1. See Section 04220 -Unit Masonry for vermiculite wall insulation. z C. C.M.U. Wall Insulation: E. Roof Vapor Barrier: Flame resistant, white polypropylene film laminated to 12# kraft paper for roof area application. Flame spread 10, smoke developed 10. WMP -VR facing by Lamtec Corporation (201) 584 -5500. F. Fastens and Accessories: 1. Staples: Steel wire; type and size to suit application. 2. Tape: Polyester self - adhering type, mesh reinforced, 2 inch wide. 3. Wire: 18 gauge galvanized steel. PART 3 EXECUTION 3.01 EXAMINATION A. Verify site conditions under provisions of Section 01039. B. Verify that substrate, adjacent materials, and insulation are dry and ready to receive insulation. C. Verify underside of roof deck has a moisture content of 12% or less. If not, provide methods to dry out deck prior to insulating. D. Verify that the roof membrane and cap sheet have been installed. 3.02 INSTALLATION A. Install insulation and vapor barrier in accordance with insulation manufacturer's instructions. B. Install in new exterior walls roof and ceiling spaces without gaps or voids. C. Install roof insulation and vapor barrier after installation of the roof membrane and cap sheet. D. Trim insulation neatly to fit spaces. Fit insulation tight in spaces and tight to exterior side of mechanical and electrical services within plane of insulation. Leave no gaps or voids. E. Install with factory applied membrane facing warm side of building spaces. Lap ends and side flanges of membrane between framing members. F. Wall insulation: Staple or nail in place at maximum 6 inches oc. G. Tape seal butt ends, lapped flanges, and tears or cuts in membrane. H. Under Roof Insulation: Place insulation wire and fasten at 12 inches oc. in a alternate cross pattern. Retain insulation in place as required prior to securing wire to framing members. Insure that corners are secured and do not droop. Tape seal tears or cuts in barrier. I. Extend vapor and air barrier tight to full perimeter of adjacent window and door frames and other items interrupting the plane of membrane. Tape seal in place. K. Install Sound Control Insulation at all framed demising walls. Extend insulation from floor to bottom of sheathing. 23 January 98 END OF SECTION * 07210 - 3 END z � w J U O 0 W J F � W O • ¢ _ I— U- z F HO z I U 0 ' O N wW I- ;- I L O .. z. u O z PART 1 - GENERAL SECTION 07240 EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) 1.01 WORK INCLUDED: Provide EIFS coating on exterior of building as indicated on Drawings and specified herein. All air /water- barrier underlayment, flashing of window and door rough openings, EIFS for walls, cornices, copings, soffits, and accent features as indicated on the Drawings with backer rod and sealant in contact with EIFS. 1.02 RELATED WORK SPECIFIED ELSEWHERE A. Section 04220 - Unit Masonry. B. Section 06100 - Sheathing. C. Section 06112 - Framing. D. Section 07600 — Flashing and Sheet Metal. 1.03 QUALITY ASSURANCE: A. Manufacturer's Qualifications: Only manufacturer's who provide all of the following are acceptable suppliers for this project (Itemized Certificate of Compliance required): 1. Successful EIFS performance history over at least ten years in geographical area of this project or projects of equal size and complexity. 2. Established on -going local technical design /specification assistance to Design Professionals in this area. 3. Established on -going contractor /applicator training programs for at least ten years in the area of this project. 4. Full -scale fire test reports and documentation of ICBO acceptance. 5. Available Field Technical Service Personnel. 6. Local inventory of EIFS products. NOTE: Manufacturer's known to meet all criteria: Dryvit Systems, Inc., STO Industries is approved subject to complying with all specified requirements. B. Applicator's qualifications: Only applicators who provide ALL of the following are acceptable for this project (Itemized Certificate of Compliance required): 1. Licensed, Bonded, Insured for at least ten years in this geographical area (Documentation required). 2. Successful performance history with EIFS over at least eight years in an area of this project with projects of equal size and complexity. 3. Trained and Approved /Listed by acceptable manufacturer for at least five years in this area. 15 January 98 07240 - 1 z Z 211/ 00 N CO al J H CO LL, la = W z ►- 0 z U 0 N. o 1- w w . �-- IL t5 ui U Q .- z : I C. Pre - Application Conference: Approximately five to ten working days prior to scheduled start of EIFS installation, schedule with general contractor and participate in an on -site review of Drawings, Specifications, Manufacturer's Warranty requirements, and jobsite conditions with the following participants: 1. Owner's Representative. 2. General Contractor. 3. Subcontractors Responsible for: a. Substrates. b. Mechanical and Electrical penetrations. c. Sealants /Caulkings. d. Flashings. e. Signage. f. Windows. 4. Manufacturer's Representative /Agent 5. Independent Third -Party Inspectors, if involved D. Supervision /Inspection 1. Provide continual daily supervision of working crew. 2. Secure daily inspection by General Contractor. 3. Provide periodic inspection by a principal /officer of the installing firm. 4. Secure periodic inspection by the manufacturer's representative /agent. 5. Provide independent third -party inspection services as required by the owner; fees for such services to be excluded from base bid and paid directly by owner. 6. Secure Design Professional's and Independent Inspector's acceptance of completed work. 1.04 SUBMITTALS A. Samples: 1. Office Sample: Submit two 12" x 12" sample of each color of the EIFS coating on insulation board. Architect will review sample for color and texture only. 15 January 98 4. Established on -going training program for worker, including manufacturer's training updates. 5. Pre - Application Conference attendance and periodic inspection of work in progress by principal /officer of firm. 6. Two -year minimum warranty on workmanship and compliance with specified requirements. 7. Acceptable 128 sq. ft., or approved size, mock -up of finished system, may be incorporated into project. NOTE: Do not hold questions, problems, or needs for clarification until the Conference; raise them as they are identified. 07240 - 2 z LL/ 6 U. U 0 U)11,1 LL w O u . = d w z� E-- z �- U.1 uj U� o -. os-- w I-F U. O w Z U ( . H Z. O I ' - . z ��ld "{isf; ?I17�Sf?Y.Yr3S3t erfrk615'' t:W. dh+i 2. Field Sample: Prior to starting work, provide 100 square feet of EIFS finish on insulation board on plywood sheathing. Architect will review field sample for compliance with approved texture and color of office sample and proper placement of edge materials. Approved field sample may be incorporated in the completed project. 1.05 JOB CONDITIONS w A. Substrate Conditions: rt 2 1. Varying Substrates: EIFS system subcontractor is responsible for determining c the attachment method required over the varying substrates encountered, and is c) o responsible to verify the substrate condition until subcontractor is ready to u) w guarantee installation for the five year warrantee period and has so notified the w ' General Contractor. N wO 2. Planar Irregularities: Not greater than 1/8 inch. 3. Substrate: Structurally stable, free of high temperatures, releasing agents and a residue. d B. Substrate Protection: 1. Protect exterior gypsum board, plywood, and other "moisture- sensitive" substrate ? materials from exposure to adverse weather; replace all substrate evidencing w o adverse effects of weathering. These are responsibilities of the General uj Contractor. 0 2. Protect unfinished areas of installed EIFS from exposure from exposure to o adverse weather; ensure that no water is allowed ingress or trapped behind or w within EIFS. x LL- 0 1.06 DELIVERY, STORAGE, HANDLING z D A. Deliver materials in unopened manufacturer's packaging. 0 H z B. Deliver and maintain materials free of damage /contamination. C. Protect "wet goods" (products in pails) from temperatures below 40 degrees Fahrenheit and above 100 degrees Fahrenheit/direct sunlight. D. Handle, mix, and apply materials only as recommended by manufacturer. 1.07 APPLICATION CONDITIONS A. Apply materials when ambient temperatures are 40 degrees Fahrenheit, or above, and rising, but under 100 degrees Fahrenheit. OPTION: "Tent" areas to protect from weather and provide heat and /or air movement as required; bid as "Tent & heat" set- up and per day charge on alternative basis. 15 January 98 07240 - 3 { B. Apply materials when rain forecast is zero percent for the next 24 hours. OPTION: "Tent" area to protect from weather and provide heat and /or air movement as required; bid as "Tent & heat" set -up and per day charge on alternative basis. C. Apply materials when relative humidity is below 80 percent and expected to remain so, or drop, over the next 24 hours. Application up to 90% RH may take place if wind velocity exceeds 71/2 mph or adequate fans are provided. D. Apply al materials to substrate that is clean, dry, dust free, 40 degrees Fahrenheit or above, and otherwise suitable for covering. 1.08 REFERENCE STANDARDS A. ASTM C 355: Test for water vapor transmission of materials. B. ASTM E84: E 96C, G23 and ASTM E 108 - 02794. C. Comply with listed technical data references noted in manufacturer's written literature. 109. WARRANTY: A. Provide EIFS and Sealant Manufacturer's ten year warranties against water intrusion within 45 days of substantial completion of project. B. Provide installing firm's two -year warranty on workmanship and specification compliance within 45 days of substantial completion of project. C. Provide General contractor's two year warranty covering substrate, sealant, flashing, and EIFS installation within 45 days of substantial completion of project. D. Receipt of all warrantees is a prerequisite to final payment. 1.10 MATERIALS A. Provide two (2) gallon containers of each color to Owner and label. B. Obtain all materials from a single manufacturer. 15 January 98 A:?: t? rNf !'li",C'_p,k,VP,I,a,;yWi Mti;4'.!flOMM STIVpSCIr, 07240 - 4 z z c w 00 co cu Ili I . co IL. w 0 ga . wj H z � t- 0 z I- w U � o 1- . o w z . U =` 0 f- z A. Acceptable EIFS Systems: 1. Dryvit Residential MD System (Type 5N over plywood). 2. STO Signature System. PART 2-PRODUCTS 2.01 MANUFACTURERS B. Substitutions are not allowed. 2.02 MATERIALS A. Air/Water Barrier Underlayment: 1. Over Non -Wood Sheathing /Substrate "Backstop ", "Grid Tape ", and "Flashing Tape ". 2. Over Plywood Sheathing: "60 minute Paper" or approved Breathable "Plastic Wrap" and "Flashing Tape ". B. Insulation Board (Thickness as shown; 1'/2 " — 2" minimum as appropriate for system). 1. "Dryvit MD Board" with moisture - drainage grooves, 0.95 lb. Minimum density, enhanced bead cohesion, reduced moisture absorption, maximum size 2' x 4', maximum Flame Spread 25. Where less than 8" above grade, use MD Board with "Perform Guard." 2. GP "Dens -Glass Gold" or approved equivalent for soffits /storefront entry ids over 3' wide. 3. Drainage Blocks approved by Dryvit Systems. C. PVC Tracts/Weeps 1. As approved by Dryvit Systems. D. Adhesives 1. "Primus" or "Genesis" and Portland Cement, Type 1, mixed 1 to 1 by weight (for EPS to Backstop). E. Fasteners (where called for): 1. Dryvit MD Fastener System: 2" discs and non - corroding screws. 15 January 98 NOTE: Fasteners must penetrate at least 3 /4" into structural materials or 'A" through steel framing. F. Base Coat 1. "Genesis" (Over "Outsulation" board) and Portland Cement, type 1, mixed 1 to 1 by weight. 2. "Genesis" (Over Dens -Glass Gold Soffit Board) and Portland Cement, Type 1, mixed 1 to 1 by weight. 3. "Dryflex" and Portland Cement, , Type 1, mixed 1 to 1 by weight (for slopes less than 6 "/12" down to 2 "/12 "). 07240 - 5 . 4covr; ,,, air± V rz t• non:"^ t^.* rt :,a..r,,,tme;Baerlt:41tNffree+ t;:tt;i+Y9t.+tt*dt' e"f4rfi:31 i'SVITTA VIMMI..ri rtrer.ymt.v .h z w re 2 UO u ca ill H W w w o g J. (1) d � z � � z � w n O � o � w W. I f- 0. ..z ~_ o z t i G. Mesh Reinforcement 1. "Standard /Detail" (for reveals, detail foam shapes, and on- contract/inaccessible areas) 4.3 -5.3 ozs. /sq. yd. 2. "Standard Plus" (for light - contact/accessible areas) 6.0 -7.0 ozs. /sq. yd. 3. "Intermediate" (for moderate - contact/accessible areas) 12.0 -13.0 ozs. /sq. yd. 4. "Panzer 20" and "Standard Plus" (for medium -high contact areas) 20.5 — 21.5 ozs. /sq. yd. and 6.0 -7.0 ozs. sq. yd. respectively (typically 8' up from bottom of walls and in all accessible areas). Other meshes may be substituted as long as minimum weight/sq. yd. equals 26.5 ozs. 5. "H.D. Corner Mesh" (for corners in all accessible areas). H. Acrylic - Plaster Finish(es): 100% pure Roman -Haas DPR acrylic co- polymer coating with quartz aggregate by Dryvit with integral texture, color, and dirt pick -up resistance. Finishes containing limestone /marble, silicone or vinyl are not acceptable. 1. Finish: Sandblast finish. 2. Color: Colors shall be custom colors as selected by the Architect at locations indicated on Drawings. EIFS colors are indicated on Drawings as Types per Section 09900 PAINTING. 3. Finishes shall be non - yellowing (ASTM D- 1925), 'Non - chalking" (ASTM D- 4214), and show not aggregate exposure after 2000 hours nor aggregate loss after 5000 hours of Weather - Ometer testing (key test of durability). 4. Finishes shall pass ASTM D -522 4" flexibility test at 40 degrees Fahrenheit. 5. Mix all products per manufacturer's standards. I. Closed -cell polyethylene backer rod and primer and sealant approved by EIFS manufacturer (DS153). J. Accessories /Incidentals: As required. PART 3 - EXECUTION 3.01 SITE EXAMINATION A. Following Pre - Application Conference, but prior to actual start of work, examine site and surfaces to verify suitability for commencing application, including in -plain tolerance of 1 /s" to 8'. B. Alert General Contractor, Manufacturer, Independent Inspector, Professional to any undesirable /adverse conditions. Do not proceed until resolution is effected. 3.02 PREPARATION A. Verify that products are those specified, undamaged, and otherwise acceptable. B. Verify that surfaces to be covered are firm, clean, dry, dust free and otherwise acceptable. 15 January 98 07240 - 6 kt . *, t "»nr..?lowitMGR''mv!!}3, 1P, ri' atrg Jrnryt=s4 i r„,,,, TA_ wv5R ".tvFylontw..r,,i+.cimm!ylowim TS4C'!f.,m tvw,rr,,..?0 yr. he t '%.,r",,Te.5 F ¢".vi1lnlyn'ti! z I ix w o 00 J • = CO u. w g = I- w z � I- 0 uj 0. 0 O D. .0 H w w. a_ 6 ui 0 z tomall C. Place protective covering over adjoining surfaces /elements. 3.03 APPLICATION A. Apply materials in strict accordance with manufacturer's recommendations; maintain this Section, Details /Shop Drawings, and printed manufacturer's recommendations, detail and specification on site throughout duration of work. B. Apply materials in compliance with manufacturer's conditions precedent for warranty and ICBO Report. Apply Flashing Tape around all penetrations through the sheathing and Dryvit MD Board. C. Perform application under favorable conditions conducive to optimum long -term performance and aesthetics of EIFS. D. Over non -wood substitute, apply Primus /Genesis to back of Outsulation Board: allow to cure before rasping. Over plywood substrate mechanically attach MD Board; do not overdrive fasteners. Rasp Board, rendering smooth and flat to within 1/8" in 8' in all directions; use 8' straightedge rotated in all directions to assure compliance. Rasp across joints, not parallel to them. E. Provide uniform 3 h -inch wide joints for backer rods and sealants where indicated on Drawings and /or determined in Pre - Application Conference and /or as recommended by manufacturer; install approved sealant system in neat uniform manner at appropriate time. Do not seal to Finish. Be careful to keep sealant primer off Finish. F. Consider quantities of "wet goods" recommended by manufacturer as minimum quantities; application of lesser amounts, or amounts of any one layer thicker than 5/32 -inch, is not acceptable. G. Backwrap and double base coat edges /interruptions or provide PVC Weeps as recommended /detailed by manufacturer. Use two layers as mesh on detail foam shapes in accessible areas; provide 45 degree butterflies as corners of openings. Install base in two coats, allowing first coat to thoroughly dry; completely hide mesh pattern in cured base coat (this may require three coats where double mesh is used). Install sealant to base coat, not Finish. Keep sealant primer off of finish to preclude staining. H. Perform all work in a good workmanlike manner, detailing as required. Exercise measures necessary to provide uniform finish free of coldjoints, scaffold lines, and /or texture variation. Ensure that Medallion mildew - resistant finish is applied on north walls. 15 January 98 07240 - 7 Coordinate through General Contractor such related items as caulking and flashing by others to ensure weathertightness of exterior cladding assembly and prevention of water ingress during construction. Install closes -sell backer rod and manufacturer - approved primer and sealant around openings /penetrations in the EIFS. J. Use tools (including mixers) and application techniques /methods approved by the manufacturer. K. Cleanup site and adjoining surfaces, leaving free of excess materials, packaging and /or other debris. L. Secure final inspection by principal /office installing firm and required approvals /acceptances of completed work by Manufacturer, Inspector, and Design Professional /Owner. 3.04 INSPECTION: Examine substrate and verify that surfaces are free to receive products and that subsurface is acceptable. Failure to notify architect that substrate is unacceptable, waives subcontractor's right to later claim for surface irregularities, blemishes or loss of bond. 3.05 ADJUST AND CLEAN A. Replace finish not matching reviewed sample. B. Do not use materials exceeding the manufacturer's recommended pot life. C. Remove material drippings from the site and clean adjacent surfaces where required. D. Allowable Tolerances: Maximum deviation of completed finish work from true plane shall not exceed 1/16 -inch in 10' -0" as measured by straight edge placed at any location on surface. 15 January 98 END OF SECTION 07240 - 8 END v,?- 9y7c45f7 PART 1 - GENERAL 1.01 SUMMARY 1.03 PERFORMANCE REQUIREMENTS 11 November 96 SECTION 07412 METAL ROOFING -, A. Section Includes: z 1. Roll form and press break formed sheet steel roof panels as indicated on i Drawings and specified herein. ce w -- 2. Flashings, closures, fasteners, and all trim required for a weatherproof system. 0 y 0 B. Related Sections: CO I I ILI 1. Section 06112 - Framing and Sheathing: Structure. N LL 2. Section 07600 - Flashings and Sheet Metal: Wall Caps and Flashings. w 0 3. Section 07900 - Sealants: Sealants. 2 ga 1.02 REFERENCES v_� d = w A. American National Standards Institute /American Society for Testing and Materials z i (ANSI /ASTM): a- O 1. ANSI /ASTM B32 - Solder Metal. a D❑ B. American Society for Testing and Materials (ASTM): o cn 1. ASTM A361 - Steel Sheet, Zinc - Coated (Galvanized) by the Hot -Dip Process 0 H for Roofing and Siding. i w 2. ASTM D226 - Asphalt- Saturated Organic Felt Used in Roofing and F- Waterproofing. 6 eu 0 C. National Association of Architectural Metal Manufacturers (NAAMM): I I 1. NAAMM - Metal Finish Handbook. 01- D. National Roofing Contractors Association (NRCA): 1. NRCA - Roofing Manual. E. Sheet Metal and Air Conditioning Contractors' National Association (SMACNA): 1. SMACNA - Architectural Sheet Metal Manual. A. Testing and Certification. 1. Wind Uplift: UL 580 test: Panels rated Class 90 with roof fastener clips spaces 18" on center maximum (wide batten only) and 24" on center maximum (narrow batten only). 07412 - 1 1.04 SUBMITTALS A. Shop Drawings: Submit detailed drawings showing typical fastener layout and types of materials and accessories to be used. Include gauges, anchorage details, and details of panels at closures. B. Office Sample: Submit three (3) 3 "x5 "samples of panel with finish color specified and a 12 inch long, full width sample of preformed panels showing lap and connection z details. Include typical top and bottom edge trim, miter joint and fasteners. Obtain (- review from Architect prior to fabrication. ur 6 1.05 PRODUCT DELIVERY, STORAGE AND HANDLING 0 o co 0 A. Protect against damage and discoloration. - w I B. Handle panels with non - marring slings. w 0 C. Do not bend panels. g Dd D. Store panels above ground, width one end elevated for drainage. z = E. Protect panels against standing water and condensation between adjacent surfaces. z 0 Ill W F. If panels become wet, immediately separate sheets, wipe dry with clean cloth and n 0 allow to air dry. 0 P 0i- G. Painted panels shall be shipped with plastic sheeting or a strippable film coating i 0 between all panels. o z H. Remove any strippable film coating prior to installation and in any case, do not allow 0 N the strippable film coating to remain on the panels in extreme heat, cold or in direct o I sunlight or other UV source. z 1.06 PROJECT CONDITIONS A. Examine the conditions and substrates in which metal roofing work is to be installed. Substrate shall be installed leave, flat and true to avoid panel stresses. B. Field measurements shall be taken prior to fabrication of panels. C. Proceed with roofing installation only after satisfactory conditions are met. 1.07 WARRANTY A. Provide installers written warranty against defects in materials and workmanship for a period of not less than five (5) years. 11 November 96 rti rprpz. 7, fii , u::SPdp"'rS.,"MMT.g.97 KAT• rrres .?U.,t7R'3!'tvPMTI,LYV".'. .V., 07412-2 B. Provide manufacturer's written warranty for heavy coated steel sheets for a period of not less than twenty (20) years. PART 2-PRODUCTS 2.01 APPROVED FABRICATORS A. Acceptable Fabricators: 1. BHP, Building Products, U.S.A.. re 6 2. Carlisle Engineered Metal, Inc.. 6 = JU U O B. Substitutions are not allowed. w= 2.02 STEEL PANELS u) w O A. 24 gauge ASTM A 792, Grade 40 steel with galvanized coating per ASTM A 792, A250. g d d B. Provide BHP Metals Profile Select Seam or Carlisle SA Panel with batten or seam as w indicated on drawings. z F O C. Roll form or press break with suitable protection to prevent chafing or fracture of the w w prefinished paint surface. Field measure prior to fabrication. Adjust individual pan o, widths to equalize areas rather than finishing with one odd sized sheet. o S2 (H D. Panels shall be complete, continuous lengths. No panels shall be spliced together = v for any reason. 1-- u_ O, 2.03 FASTENERS cwi f- A. Concealed: Galvanized steel clips with plated screws. z 2.04 SEALANTS A. Vulkem urethane sealant, gun grade per federal specification TT- S -230c. B. Clear silicone sealant, gun grade per federal specification TT -S- 001543 A Type I. 2.05 FINISH A. Exterior finish of 0.2 mil thick corrosion - resistant primer and 0.8 mil thick finish coat of Kynar 5007 for a total of 1.0 mil dry film thickness. 1. Color: a. Custom color as selected by Architect. 23 January 98 07412 -3 B. Verify all field dimensions prior to fabrication. 3.02 INSTALLATION A. Install in accordance with reviewed shop drawings and manufacturer's directions. B. Accessories. 1. Fastener Clips: a. UL -90 assembly rated clip: 24 gauge steel coated with minimum G -60 z Galvanized per ASTM A -525. 1 ' 2. Fasteners: re w a. Per manufacturer recommendation. •--- a 3. Sealant: c) o a. Gunnable Grade Caulking: Single component Urethane Caulk. co 0 b. Tape Sealant: Butyl. W i 4. Backer Rod: Locate neoprene backer rod at mid -span of each panel. g w w o C. Flashing. g 1. Material, gauge and finish to match panels. Do not use lead or copper. Remove any strippable film prior to installation. N d = w D. Fabrication. ? � 1. Unless otherwise shown on drawings or specified herein, fabricate panels in z o continuous one -piece lengths and fabricate fleshings and accessories in _ w w longest practical lengths. D o 2. Roofing panels shall be factory formed. Field framed panels are not .o N acceptable. o F- ww PART 3 - INSPECTION � —O Z 3.01 INSPECTION o H= A. Examine substrate and conditions under which work is to be installed. Do not z proceed with installation until satisfactory conditions have been corrected, and until acceptable framing tolerances have been achieved as determined by the manufacturer, supplier, and installer. Warping, buckling and other distortions within the finished metal roofing will not be acceptable. 23 January 98 2. Configuration: a. Wide Batten: Roof panels shall consist of snap -on batten caps 1f" wide and 1f" high spaced (pick one) 172 "/222" on center and a nominal panel width of the same. Panels shall be factory corrective leveled. �..,. 07412 - 4 B. Install 30# type felt paper to plywood roof sheathing prior to placement of metal roof panels and associated flashings. C. Install in continuous lengths and locations indicated on Drawings. Provide panel joints only where indicated on Drawings. D. Panels shall only be fastened with concealed panel clips. E. Install backer rod at mid span of panels. Stop rod 2' from each end of panels. F. Align exposed fasteners and equally space by using shop pre -punch holes. F. Seal panel joints with continuous sealant as required. Install entire assembly weather - tight. G. All exposed cut edges shall be touched up with material compatible and matching the color of the adjacent prefinished surface. 3.03 ADJUSTMENTS: Replace or repair and touch -up panels damaged or scratched prior to Owner acceptance. 11 November 96 END OF SECTION 07412 - 5 END ,..:. z a J U 0 N 0 . CO =' J W W 0, g Z d; w z � ° z W al . U ! CI H W W' Z LL • z . U u) 0 z 5 PART 1 GENERAL 1.01 SUMMARY SECTION 07510 BUILT -UP ASPHALT BITUMINOUS ROOFING A. Section Includes: 1. Cleaning deck surface. 2. Built -up roofing, with base flashings and fiberglass shingle roof areas. B. Related Sections: 1. Section 06112 - Framing and Sheathing: Roof deck surface substrate. 2. Section 07210 - Building Insulation. 3. Section 07600 - Flashing and Sheet Metal: Weather protection to base flashings, gutters, and reglets. 4. Section 07722 - Roof Hatches. 5. Section 07900 - Sealants. 6. Division 15 - Mechanical: Roof drains, sumps, hoppers, and prefabricated curb for mechanical equipment. 1.02 REFERENCES A. American National Standards Institute /American Society for Testing and Materials (ANSI /ASTM): 1. ANSI /ASTM D41 - Asphalt Primer Used in Roofing, Dampproofing, and Waterproofing. B. American Society for Testing and Materials (ASTM): 1. ASTM D312 - Asphalt Used in Roofing. 2. ASTM D2178 - Asphalt Glass Felt Used in Roofing and Waterproofing. 3. ASTM D2822 - Asphalt Roof Cement. 4. ASTM D3909 - Asphalt Roll Roofing (Glass Felt) Surfaced with Mineral Granules. 5. ASTM D3018 - Asphalt Class A shingles. C. Factory Mutual (FM): 1. FM - Roof Assembly Classifications. D. National Roofing Contractors Association (NRCA): 1. NRCA - Roofing and Waterproofing Manual. E. Underwriters Laboratories, Inc. (UL): 1. UL - Fire Hazard Classifications. 23 January 98 07510 -1 ,, 1.03 SYSTEM DESCRIPTION A. Built -up or APP modified Roofing System: Three ply asphalt liquid applied membrane system plus mineral surfaced cap sheet. B. Manufacturer's Specification Designation: Schuller 4GNC. 1.04 PRE- CONSTRUCTION MEETING A. Pre - Construction meeting shall be held one (1) week prior to commencement of construction. B. Notification of meeting shall be sent two (2) weeks prior to meeting to all attendees, Architect, and Owner. C. Complete list of all scheduled to attend shall be contained within Letter of Meeting Notification. 1.05 SYSTEM PERFORMANCE A. Roofing System: Arrest water migration from entering building through the roof membrane. 1.06 SUBMITTALS A. Submit under provisions of Section 01300. B. Product Data: 1. Submit product data indicating membrane, bitumen materials, base flashing materials, and all components. 2. Submit manufacturer's installation instructions. 1.07 QUALITY ASSURANCE A. Manufacturer: Company specializing in manufacturing products specified in this Section with minimum five years documented experience. B. Applicator: Company specializing in applying bituminous roofing with minimum five years documented experience and approved by materials manufacturer. C. Work of this Section shall conform to manufacturer's instructions. 1.08 REGULATORY REQUIREMENTS A. Conform to applicable code for roof assembly fire hazard requirements. 13 November 96 07510 - 2 B. Fire Hazard Classification: UL Class A or B. (See attached description). 1.09 PRE - INSTALLATION CONFERENCE A. Convene pre - installation conference a maximum of one week prior to commencing work of this Section, under provisions of Section 01039. B. Review installation procedures and coordination required with related work. 1.10 DELIVERY, STORAGE, AND HANDLING A. Deliver products to Site, store, protect and handle under provisions of Section 01600. B. Deliver products in manufacturer's original containers, dry, undamaged, with seals and labels intact. C. Store products in weather protected environment, clear of ground and moisture. D. Stand roll materials on end. 1.11 ENVIRONMENTAL REQUIREMENTS A. Do not apply roofing membrane during inclement weather. B. Do not apply roofing membrane to damp or frozen deck surface. C. Apply cap sheet prior to any under deck insulation and vapor barrier installation. 1.12 SEQUENCING AND SCHEDULING A. Coordinate work under provisions of Section 01039. B. Coordinate work of installing associated metal flashings as work of this Section proceeds. 1.13 WARRANTY A. Provide two year roofing contractor warranty under provisions of Section 01700. B. Transferable Warranty: Cover damage to building resulting from failure to resist penetration of water. 13 November 96 07510 - 3 4 1.14 GUARANTEE A. Manufacturer's Guarantee: 1. Provide Manufacturer's Ten Year Single Source, Transferable Guarantee on materials and workmanship. The guarantee shall be issued from a single source covering material and workmanship to maintain watertightness of the system. Guarantee shall be inclusive of all flashing, edging, cant strips, fasteners, roofing membrane, and related base flashing systems. Guarantee will be non - prorated with no dollar limit. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Acceptable Sheet and Bitumen Materials Manufacturers: 1. Schuller, System 4GNC. 2. Conglas, System ND -26 CAP. 3. GAF, System NB4M. 4. Malarkey System M4 -WU- BHA -H. B. Substitutions: Under provisions of Section 01600. 2.02 SHEET MATERIALS A. Glass Fiber Felts: ASTM D2178, Type VI. B. Base Sheet: ASTM D4601, Type II, 28 lb. asphalt saturated inorganic base sheet. C. Surface Sheet: ASTM D -3909 72# Mineral Surface Cap Sheet, White. 2.03 BITUMINOUS MATERIALS A. Asphalt Bitumen: ASTM D312, Type III or IIV. B. Asphalt Primer: ANSI /ASTM D41. C. Plastic Cement: ASTM D2822, Type I or II cutback asphalt type. 2.04 FLEXIBLE FLASHINGS A. Sheet Flashing: Dynaflex; manufactured by Schuller; with following characteristics: Thickness 160 mils Tensile Strength 130 lbs psi MD; 115 lbs pi XMD Color White 13 November 96 07510 - 4 z I w _1 00: CO D J CO a. w ga CO I z 1- O zI w U • � O (12 OH w I 0 4 1- 0. ..z w U =. O~ z 1. Conglas, Conform (White granulated). 2. GAF, 2xTT (non - combustible walls or 2WBM (combustible walls). 3. Malarkey, 650 Panoply (white granulated). 2.05 ROOF SURFACING A. Top Guard B. Figrated Emulsion: ASTM D -1227, Type IV Claytype by Schuller. 2.06 CANTS A. Fire - resistant Fescant Plus Cant and Tapered Edge Strips: Asphalt impregnated pellite, preformed to 45 degrees angle or configuration as detailed, by Schuller. 2.07 ACCESSORIES A. Roofing Nails: Galvanized or non - ferrous type, size as required to suit application. 2.08 SLOPED ROOF SURFACES A. Fiberglass shingles: ASTM 3018 Type I, UL Class A, 25 year warranty, fiberglass felt, heavy asphalt shingles, square butt, as follows: 1. Construction: Laminated or 3 tab, fiberglass base. 2. Size: 52 inch exposure. 3. Fire Resistance: UL 790, Class A fire resistance test. 4. Wind Resistance: UL 997, wind resistance test. 5. Minimum Weight: 240 pounds per square. 6. Color: Color to match, bituminous surface sheet. 7. Manufacturer: Acceptable manufacturer shall be same manufacturer as for the built -up bituminous roofing. B. Shingle Roofing Accessories: 1. Roofing Felt: Asphalt saturated, un- perforated felt, ASTM D 226, 15 pound type, 36 inch wide rolls. 2. Mineral surfaced Roll Roofing: As furnished by shingle manufacturer to match color of shingles where exposed. 3. Smooth Surfaced Roll Roofing: As furnished by shingle manufacturer. 4. Shingle Tab Cement: Shingle manufacturer's standard tab cement. 5. Hip shingles: Same construction and color as shingles. 6. Staples: 1 inch wide, zinc coated semi- flattened 16 gage, long enough to penetrate roof sheathing 3/4 inch. { PART 3 EXECUTION 3.01 EXAMINATION A. Verify that surfaces and site conditions are ready to receive work. B. Verify that deck is supported and secured. C. Verify that deck is clean and smooth, free of depressions, waves, or projections, properly sloped to drains or valleys. re 2 D. Verify that deck surfaces are dry and free of debris. Confirm dry deck by moisture o o meter with 12 percent moisture maximum. co ° w ~ E. Verify that roof openings, curbs, pipes, sleeves, ducts, and vents through roof are u... solidly set, and wood cant strips wood nailing strips and reglets are in place. uj 0 F. Beginning of installation means installer accepts existing substrate. u a. co _ � G. Verify the under deck insulation and vapor barrier have not been installed. _ zj.- 3.02 PROTECTION z o w A. Protect building surfaces against damage from roofing work. n o: 3.03 PREPARATION - WOOD DECK o ►- WW A. Verify flatness and tight joints of wood decking. Fill knot holes with latex filler. o LL ..z 3.04 MEMBRANE APPLICATION, BUR SYSTEMS v cn A. Lay one ply modified base sheet. Lap sides 2 inches; lap ends 6 inches. Nail side z laps 9" o.c.; nail 12" in from each edge at 18" o.c. staggered. B. Equiviscous Temperature at Point of Application: No more than 25 degrees F from bitumen rating indicated on bitumen container label. C. Apply roofing membrane in 2 piles of roof felt over modified base ply laid on deck surface, mopped with 25 lb /square of bitumen per ply. Apply felt in same direction. D. Apply felts smooth, free from air pockets, wrinkles, fishmouths, lap joints, or tears. E. Extend base ply and membrane felts up cant strips and minimum of 2 inches onto vertical surfaces. Mop on base flashings system over roofing membrane plies. Secure to nailing strips at 4 inches oc. 30 October 96 07510 - 6 ∎ rsa F. Install two plies membrane and bitumen glaze coat for cut -off at end of day's operation. G. Mop and seal two additional plies of felt around roof penetrations. 3.05 CAPSHEET SURFACING A. Cut cap sheet into 12' lengths and allow to relax. Fully adhere cap sheet in solid uniform mopping of hot asphalt applied at a rate of 25 Ibs /100 sq.ft. lap side and ends 2" cover asphalt overflow with granules. 3.06 FLASHINGS AND ACCESSORIES A. Apply granular surfaced felt base flashings to seal membrane to vertical elements. B. Coordinate installation of roof drains and sumps and related flashings. C. Mop in and seal flanges of items penetrating membrane with two plies of felt. D. Install fiberglass shingles at sloped roof areas as indicated on the drawings and as follows: 1. Install roofing felt with joints lapped as recommended by shingle manufacturer for slope of roof. 2. Install mineral surfaced roll roofing under starter course. 3. Install smooth surfaced roll roofing at valleys. 4. Install shingles on roofing gelt with 4 staples per shingle. 5. Apply crown of staples parallel to shingle tab edge with pneumatic stapler. 6. Install hip and ridge strips on top of hips and ridges with 7 inch head lap and 5 inch exposure. 7. Application of Tab Seal: When weather remains below 60 degree F for 7 days after application of shingles, seal tabs of shingles with hand application of shingle tab cement, 1 inch in diameter under the center of each tab. 8. Apply shingle tab cement with putty knife, trowel, or caulking gun. 9. Apply minimum of 3 gallon shingle tab cement per square of shingles. 3.08 FIELD QUALITY CONTROL A. Field inspection and testing will be performed under provisions of Section 01400. B. Correct identified defects or irregularities. 3.09 MANUFACTURER'S FIELD SERVICES A. Provide manufacturer's field services under provisions of Section 01600. B. Request site attendance of roofing materials manufacturers during installation of work as required. 27 January 98 07510 - 7 3.10 CLEANING A. Remove bituminous markings from finished surfaces. B. In areas where finished surfaces are soiled by asphalt or any other source of soiling caused by work of this Section, consult manufacturer of surfaces for cleaning advice and conform to their instructions. C. Repair or replace defaced or disfigured finishes caused by work of this Section. 3.11 PROTECTION A. Where traffic must continue over finished roof installation, protect surfaces. 30 October 96 END OF SECTION 07510 - 8 END "a 4..4 B. Related Sections: 1. Section 06112 - Framing and Sheathing: Wood blocking, nailers, and grounds. 2. Section 07412 - Metal Roofing. -�- 3. Section 07510 - Built -up Asphalt Bituminous Roofing. 4. Section 07722 - Roof Hatches. 5. Section 07900 - Sealants. 6. Section 09900 - Painting: Prime and finish painting. 7. Section 15000 - Mechanical: Flashing sleeves and collars for mechanical items protruding through roofing membrane. 5. Division 16000 - Electrical: Flashing sleeves and collars for electrical items protruding through roofing membrane. • 1.02 REFERENCES SECTION 07600 FLASHING AND SHEET METAL PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Coping and cap flashings. 2. Overflows gutters and scuppers. 3 Roof flashings. 4. Counterflashings over bituminous base flashings. 5. Counterflashings at roof mounted mechanical equipment and vent stacks. 6. Counterflashings for roof hatches. 7. Precoated galvanized steel gutters and downspouts. A. American Society for Testing and Materials (ASTM): 1. ASTM A525 - Steel Sheet, Zinc Coated, (Galvanized) by the Hot -Dip Process. B. Federal Specifications (FS): 1. FS SS -C -153 - Cement, Bituminous, Plastic. C. National Association of Architectural Metal Manufacturers (NAAMM): 1. NAAMM - Metal Finishes Handbook. D. Sheet Metal and Air Conditioning Contractors National Association (SMACNA): 1. SMACNA - Architectural Sheet Metal Manual. 1.03 SYSTEM DESCRIPTION A. Work of this Section is to physically protect roofing, base flashings and building systems from damage that would permit water leakage to building interior. 29 January 98 07600 - 1 z w re J U U 0 co w J NIL 0 u_ ? . � I— • w z I I- 0 Z uj w 0 O - 0 F— w LL- 0 ui = O ~ z z w re 00 No CO Lit J = I- CO IL L O. LL cn = w � z � 1- O. w ~ Ca U O N, 0H w w Z- O .. z: 21. O z . "» PART 2 PRODUCTS 2.01 SHEET MATERIALS A. Heavy Coated Exposed Steel: 1. Metal: 24 gauge galvanized steel. ASTM A 525, Grade A, G90 galvanized coating. 2. Finish: 1.0 mil. dry film thickness, Kynar 500 meeting AAMA 605.1 standards. Colors shall be prefinished custom colors as selected by Architects. Contractor shall assume that two (2) different colors will be used.] Provide prefinished metal for all components except for scuppers and downspouts which will be precoated field painted. 3. Back coat: Epoxy primer, or approved equal. B. Pre - Coated Galvanized Steel: ASTM A525, G90; 24 gage core steel, shop pre- coated with zinc chromate coating of selected color. 2.02 COMPONENTS A. Gutters: Rectangular SMACNA style profile. B. Downspouts: Rectangular profile. C. End Caps, Downspout Outlets, Gutter Downpout Straps, Support Brackets, Joint Fasteners, Down Spout Strainers: Profiled to suit scuppers and downspouts. D. Splash Blocks: Precast concrete type, minimum 3000 psi at 28 days, with minimum 5 percent air entrainment. E. Lead Flashing: Use lead flashing at sumps, scuppers, pipe roof penetrations at roof areas. 2.03 ACCESSORIES A. Fasteners: Galvanized steel with soft neoprene washers at exposed fasteners. Finish exposed fasteners same as flashing metal. B. Anchorage Devises for Gutters and Downspouts: Type recommended by fabricator for specific application. C. Gutter Supports: Brackets. D. Downspout Supports: Straps, 2 inches wide. E. Underlayment: ASTM D266; No. 15 asphalt saturated roofing felt. F. Metal Primer: Zinc chromate. 23 January 98 07600 - 3 > . z re w 00 N0 J = i-- w g Q . = w Z = r0 Z ~ U 0 N . o w W u. 0 w z 0 1 0 z G. Protective Backing Paint: Zinc chromate alkyd. H. Protective Back Coating: FS TT- C-494, bituminous. I. Sealant: Type specified in Section 07900. J. Plastic Cement: FS SS -C -153, Type I- asphaltic base cement. K. Reglets: Surface mounted galvanized steel; Type SM; manufactured by Fry; field paint to match adjacent parapet wall flashing. 2.04 FABRICATION A. Requirements shown by details are intended to establish basic dimension and profiles. Contractor shall be responsible for design of flashing and sheet metal assemblies and may make whatever modifications of and additions to details as may be required to prevent water and air penetration. Maintain visual design concept as shown. B. Comply with recommended flashing details of National Contractor's Association and Sheet Metal and Air Conditioning Contractor's National Association (SMACCNA) Manual. C. Sheet Metal Flashing and Trim: 1. Form section true to shape, accurate in size, square and free from distortion or defects. 2. Fabricate cleats and starter strips of same material as sheet, minimum 6 inches wide, interlockable with sheet. 3. Provide butt joints at coping seam (except at corners) with 12" long 22 ga. backing sheet matching profile of coping, and set coping in ribbons of 1/4" wide sealant. 4. Form pieces in longest practical lengths. 5. Hem exposed edges on underside 1/2 inch; miter and seam corners. 6. Form material with flat lock seam. 7. Fabricate corners from one piece with minimum 18 inch long legs seam for rigidity, seal with sealant. 8. Fabricate vertical faces with bottom edge formed outward 1/4 inch and hemmed to form drip. D. Scuppers Gutters and Downspouts: 1. Form scuppers and downspouts of profiles and sizes indicated. 2. Field measure site conditions prior to fabricating work. 3. Fabricate with required connection pieces. 4. Form sections square, true and accurate in size, in maximum possible lengths and free of distortion or defects detrimental to appearance or performance. Allow for expansion at joints. 5. Hem exposed edges of metal. 6. Fabricate scupper, gutter, and downspouts accessories; seal watertight. 29 January 98 07600 - 4 z w re 2 J U 0 CO CO J CO u- w co = w z � 1- 0 z F- w U � 0 ( 1 ) - 0H w uj I- - IL ui = 0 z 2.04 FINISH A. Shop prepare and prime exposed ferrous metal surfaces. B. Backpaint concealed metal surfaces with protective backing paint to minimum dry film thickness of 15 mils. PART 3 EXECUTION 3.01 INSPECTION A. Verify that surfaces are ready to receive work and conditions are as instructed by manufacturer. B. Verify roof openings, curbs, pipes, sleeves, ducts, or vents through roof are solidly set, cant strips and reglets in place, and nailing strips located. C. Verify membrane termination and base flashings are in place, sealed and secure. D. Beginning of installation means acceptance of existing conditions. 3.02 PREPARATION A. Field measure site conditions prior to fabricating work. B. Install starter and edge strips, and cleats before starting installation. C. Install surface mounted reglets true to lines and level. Seal top of reglets with sealant. D. Cover roof and wall surfaces with No. 15 asphalic roofing felt. Lap felt joints 3 inches minimum and turn up 6 inches minimum on abutting vertical surfaces. E. Nail felt flashing at a 6 inch center on laps and edges. 3.03 INSTALLATION A. Install sheet metal flashing, trim, downspouts, and accessories in accordance with Contract Documents, manufacturer's instructions, and applicable provisions of SMACNA Sheet Metal Manual. 1. Conform to drawing details included in manual. B. Sheet Metal Flashing and Trim: 1. Insert flashings into reglets to form tight secure fit. 2. Secure flashings in place using concealed fasteners. Use exposed fasteners only in locations approved by Architect. 3. Seam and seal all joints. 23 January 98 07600 - 5 z 1Z QQ � J O 00 co o J � U) U- lu 0 2 I d = w z � 1.- c Z ~ U � 0 - 0 I- w W I - � u. O w U S . O~ z 1. Insert flashings into reglets to form tight secure fit. 2. Secure flashings in place using concealed fasteners. Use exposed fasteners only in locations approved by Architect. 3. Seam and seal all joints. 4. Apply plastic cement compound between metal flashings and felt flashings. 5. Fit flashings tight in place. Make corners square, surfaces true and straight in planes, and lines accurate to profiles. 6. Slope top of all parapet wall coping 1/4 inch per foot toward building interior. 7. Seal metal joints watertight. C. Scuppers Gutters and Downspouts: 1. Join lengths with formed seams sealed watertight. Flash and seal gutters to downspouts and accessories. 2. Apply backing paint to metal back surfaces. 3. Apply bituminous protective backing on surfaces in contact with dissimilar materials. 4. Slope gutters 1/8 inch per foot minimum 5. Seal metal joints watertight. 6. Connect downspouts to storm sewer system. Seal connection watertight. 7. Align downspouts with hubs. Where downspouts do not properly align, reset hubs to align properly at no extra cost to Owner. D. Flat Seams: In compliance with SMACNA manual. Solder lap seams around roof scuppers. E. Parapet Wall Coping Provide solid blocking to slope top of wall 1/4 inch per foot toward building. Install 6 inch wide back -up plates behind coping cross joints. Install sealant between back -up plate and coping panel. Form cross joints to comply with Plate 68 of the SMACNA manual. Lock front edge in continuous cleat. Miter, seam, and seal corners of coping. F. Metal Base Flashing: Install galvanized base flashing where roof meets vertical surface without a cant strip. G. Elastrometric Flashing: Install at locations indicated on drawings and a specified herein. Comply with Manufacturer's printed instructions. H. Felt Flashing: Install between roofing membrane and sheet metal parapet coping. Overlap joints 6 inches minimum. 3.04 CLEANING AND PROTECTION A. Clean exposed surfaces of flashing of foreign materials and other substances which might cause corrosion. B. Protect installed work. Work which does become damaged in any way is not 29 January 98 07600 - 6 rya ::�+ z w re J U 00 (/) J • = w • 0 2 g • a co = I- al Z �. F- 0 Z • ~ 2 o O • N o E- w • 0 LLO ui N O z 3.05 SCHEDULE A. Heavy Coated Steel (24 gauge): Parapet coping. All components including wall metal flashing, roof counter flashing, roof caps, and all exposed sheet metal other than scuppers, downspouts and parapet coping. B. Pre-Coated Galvanized: Scuppers, gutters, downspouts, and concealed locations. 29 January 98 watertight shall be repaired and/or replaced as directed to satisfaction of Architect and/or Owner at no additional cost or time. 07600 - 7 END z 6 D - J 0 0 co o , co al — I I— COLL ui 0 1 u.. < g 1 0 Z I—. al la, co 0 0 1— 111 •••• 11_ = w — I. 0 1— Z PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Prefabricated roof hatches, operable hardware, and counterflashings. B. Related Sections: 1. Section 05500 - Metal Fabrications: Roof access ladder. 2. Section 06112 - Framing and Sheathing: Wood curb. 3. Section 07510 - Built -Up Asphalt Bituminous Roofing: Roof system. 4. Section 07600 - Flashing and Sheet Metal: Flashing to roof system. 5. Section 09900 - Painting: Field painting. PART 2 PRODUCTS 2.01 MANUFACTURERS SECTION 07722 ROOF HATCHES A. Acceptable Roof Hatch Manufacturers: 1. Bilco B. Substitutions Not Allowed. 2.02 ROOF HATCH A. Unit: 36 x 30 inch size, single leaf type, manual, operation open from ladder side. B. Integral Steel Curb: 14 gage galvanized prime painted steel 12" high with 1 inch rigid glass fiber insulation; integral cap flashing to receive roof flashing; extended flange for mounting. C. Flush Steel Cover: Shock absorbing spring balanced lid; 14 gage galvanized prime painted steel; 1 inch glass fiber insulation; sandwiched by 22 gage steel interior liner; continuous neoprene gasket to provide weatherproof seal. D. Hardware: 1. Compression spring operator and shock absorbers; 2. Steel manual pull handle for interior operation; 3. Steel hold open arm with vinyl covered grip handle for easy release, 4. Padlock Hasp: Heavy duty type. 5. Locks: Best 41 B722 padlock with 3 sets of keys. 6. Weatherstrip: Neoprene seal. 7. Hinges: Manufacturer's recommended heavy duty type. 30 October 96 07722-1 ' .? w E. Hardware Finish: Manufacturer's standard cadmium plated finish. F. Hatch Finish: Two coats rust inhibiting primer and two coats alkyd enamel. 2.03 FABRICATION A. Fabricate components free of visual distortion or defects. Weld corners and joints. B. Provide for removal of condensation occurring within components or assembly. C. Fit components for weathertight assembly. PART 3 EXECUTION 3.01 INSTALLATION A. Install in accordance with Contract Documents and manufacturer's instructions. 23 January 98 B. Coordinate with installation of roofing system and related flashings for weathertight installation. C. Installation: Bolt hatch to roof deck through holes in flange of roof curb as recommended by the manufacturer. Support at roof as required. D. Apply bituminous paint on surfaces of units in contact with cementitious materials or dissimilar metals. END OF SECTION 07722 - 2 END PART 1 GENERAL 1.01 SUMMARY SECTION 07900 SEALANTS A. Section Includes: 1. Preparing sealant substrate surfaces. 2. Sealant and backing. B. Related Sections: 1. Section 03300 - Cast -In -Place Concrete. 2. Section 04220 - Unit Masonry. 3. Section 07412 - Metal Roofing 4. Section 07510 - Built -Up Asphalt Bituminous Roofing. 5 Section 07600 - Flashing and Sheet Metal. 6. Section 08110 - Steel Doors and Frames. 7. Section 08410 - Aluminum Entrances and Storefronts. 8. Section 08800 - Glazing. 9. Section 09250 - Gypsum Board. 1.02 REFERENCES A. American National Standards Institute /American Society for Testing and Materials (ANSI /ASTM): 1. ANSI /ASTM D1056 - Flexible Cellular Materials - Sponge or Expanded Rubber. 2. ANSI /ASTM D1565 - Flexible Cellular Materials - Vinyl Chloride Polymers and Copolymers (Open -Cell Foam). 3. ASTM C790 - Use of Latex Sealing Compounds. 4. ASTM C804 - Use of Solvent - Release Type Sealants. 5. ASTM C834 - Latex Sealing Compounds. 6. ASTM C920 - Sealants. B. Federal Specifications (FS): 1. FS TT -S -00227 - Sealing Compound: Elastomeric Type, Multi- Component. 2. FS TT -S -00230 - Sealing Compound: Elastomeric Type, Single Component. 3. FS TT -S- 001543 - Sealing Compound. C. Sealing and Waterproofers Institute (SWI): 1. Sealant and Caulking Guide Specification. 1.03 SUBMITTALS A. Submit under provisions of Section 01300. 30 October 96 07900 - 1 ? z Z . 00 co co ui J = C w w Cl) = a. _• z � I- o Z I-- 0 0 N: w f- -. LO ..z. U - O F.. z B. Product Data: 1. Submit product data indicating sealant chemical characteristics, performance criteria, limitations and color availability. 2. Submit manufacturer's installation instructions. 1.04 QUALITY ASSURANCE 30 October 96 A. Manufacturer Qualifications: Company specializing in manufacturing products specified in this Section with minimum three years documented experience. B. Applicator Qualifications: Company specializing in applying work of this Section with minimum three years documented experience, and approved by sealant manufacturer. C. Conform to Sealant and Waterproofers Institute requirements for materials and installation. D. Obtain elastomeric materials only from manufacturers who will, if required, send a qualified technical representative to project site for the purpose of advising the installer of proper procedures and precautions for use of the materials. E. Installer shall use sealant which installer will guarantee for the installations shown, and shall request variations from these specified products, if required to meet performance conditions. 1.05 FIELD SAMPLES A. Provide samples under provisions of Section 01300. B. Construct field sample 6 feet long illustrating sealant type, color, and tooled surface. C. Accepted sample may remain as part of Work. 1.06 ENVIRONMENTAL REQUIREMENTS A. Do not install solvent curing sealants in enclosed building spaces. B. Maintain temperature and humidity recommended by sealant manufacturer during and after installation. C. Do not proceed with installation of sealants under adverse weather conditions, or when temperatures are below or above manufacturer's recommended limitations for installation. D. Proceed with the work only when forecasted weather conditions are favorable for proper cure and development of high early bond strength. 07900 - 2 E. Where ever joint width is affected by ambient temperature variations, install elastomeric sealants only when temperatures are in the lower third of manufacturer's recommended installation temperature range so that sealant will not be subjected to excessive elongation and bond stress at subsequent low temperatures. 1.07 SEQUENCING AND SCHEDULING A. Coordinate work under provisions of Section 01039. B. Coordinate work of this Section with all Sections referencing this Section. C. Pre - Installation Meeting: 1. At the Contractor's direction, the installer, sealant manufacturer's technical representative, and other trades involved in coordination with sealant work meet with the Contractor at the project site to review the procedures and time schedule proposed for installation of sealants in coordination with other work. 2. Review each major sealant application required on the project. D. The installer must examine the joint surfaces, backing, and anchorage, and the conditions under which the sealant work is to be performed, and notify the Contractor of conditions detrimental to the proper and timely completion of the work and performance of the sealants. E. Do not proceed with the sealant work until unsatisfactory conditions have been corrected in a manner acceptable to the installer. Commencing with installation of sealant materials constitutes acceptance of substrate conditions. 1.08 WARRANTY A. Provide two year manufacturers warranty under provisions of Section 01700. B. Warranty: Include coverage of installed sealants and accessories which fail to achieve air tight and watertight seal, exhibit loss of adhesion or cohesion, or do not cure. PART 2 PRODUCTS 2.01 SEALANTS A. Sealant (Type S -1): Polyurethane Sealant: ASTM C920 Class 25, Grade NS, Type M, FS TT -S- 00227, Type II, Class A, multi- component, chemical curing, non - staining non - bleeding, capable of continuous water immersion, non -sag type; color as selected; Dymerick 511 manufactured by Temco, Dynatroll -II manufactured by Pecora or NP2 by Sonneborn. 30 October 96 07900 - 3 B. Sealant (Type S -2): Self- Leveling Polyurethane Sealant: FS TT -S- 00227, ASTM C920, Class A, Type II Two Component - self - leveling, multi component color as selected; THC 900 by Tremco or Sonolastic SL2 by Sonneborn. C. Sealant (Type S -3): Silicone Sealant: FS TT -S- 01543, and FS TT -S -00230 a single component, low modulus, color as selected; Proglaze by Tremco, Dow Coming 795 or Omniseal by Sonneborn. D. Sealant (Type S-4): Acrylic Emulsion Latex: ASTM C834, single component; paintable, fast setting, white color; Acrylic Latex Caulk as manufactured by Tremco, AC 20 Acrylic Latex by Pecora or Sololac by Sonneborn. 2.02 ACCESSORIES A. Primer: Non - staining type, recommended by sealant manufacturer to suit application. B. Joint Cleaner: Non - corrosive and non - staining type, recommended by sealant manufacturer; compatible with joint forming materials. C. Joint Backing: ANSI /ASTM D1056 or D1565 round, closed cell polyethylene foam rod; oversized 30 to 50 percent larger than joint width; use type as recommended by joint sealant manufacturer. D. Bond Breaker: Pressure sensitive tape recommended by sealant manufacturer to suit application. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that surfaces and joint openings are ready to receive work and field measurements are as shown on Drawings and recommended by manufacturer. B. Beginning of installation means installer accepts existing surfaces and substrate. 3.02 PREPARATION A. Clean and prime joints in accordance with manufacturer's instructions. B. Remove loose materials and foreign matter which might impair adhesion of sealant. C. Verify that joint backing and release tapes are compatible with sealant. 23 January 98 07900 - 4 '!� z 1-1 6 J U0 : N J H U w w 0 2 < d . � w z I— 0 w ~' 0 0 I-- I - 0 0 w z U = z 3.03 INSTALLATION 30 October 96 D. For elastomeric sealants, do not proceed with installation of sealant over joint surfaces which have been painted, lacquered, waterproofed or treated with water repellent or other treatment or coating unless a laboratory test for durability (adhesion), has successfully demonstrated that sealant bond is not impaired by coating or treatment. If laboratory test has not been performed or shows bond interference, remove coating or treatment from joint surfaces before installing sealant. E. Etch concrete and masonry joint surfaces to remove excess alkalinity unless sealant manufacturer's printed instructions indicated that alkalinity does not interfere with sealant bond and performance. Etch with 5% solution of muriatic acid; neutralize with diluted ammonia solution, rinse throughly with water and allow to dry before sealant installation. F. Roughen joint surfaces on vitreous coated and similar nonporous materials where sealant manufacturer's data indicated lower bond strength than for porous surfaces. Rub with fine abrasive to produce a dull sheen. G. Perform preparation in accordance with: 1. ASTM C804 for solvent release sealants. 2. ASTM C790 for latex base sealants. H. Protect elements surrounding work of this Section from damage or disfiguration. A. Perform installation in accordance with Contract Documents and following: 1. ASTM C804 for solvent release sealants. 2. ASTM C790 for latex base sealants. B. Install sealant in accordance with Contract Documents and manufacturer's instructions. C. Measure joint dimensions and size materials to achieve required width /depth ratios. D. Install joint backing to achieve neck dimension no greater than 1/3 joint width. E. Prime or seal the joint surfaces wherever shown or recommended by the sealant manufacturer. Do not allow primer /sealer to spill or migrate onto adjoining surfaces. F. Install bond breaker where joint backing is not used. G. Install sealant backup rod for elastomeric sealants except where shown to be omitted or recommended to be omitted by sealant manufacturer for the application shown. 1. Open cell: Use in vertical and horizontal traffic non - traffic bearing joints. 2. Closed cell: Use in all horizontal traffic bearing joints. ► ,. H. Apply sealant within recommended application temperature ranges. Consult manufacturer when sealant cannot be applied with these temperature ranges I. Install sealant free of air pockets, foreign embedded matter, ridges, and sags. J. 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. 1. Except as otherwise indicated, tool sealant rabbet to a slightly concave surface, slightly below adjoining surfaces. 2. Where horizontal joints are between a horizontal surface and a vertical surface, fill joint to form a slight cove so that joints will not trap moisture and dirt. K. Tool joints concave. 3.04 CLEANING AND REPAIRING A. Clean work under provisions of Section 01700. B. Clean adjacent soiled surfaces. C. Spillage: 1. Do not allow sealants or compounds to overflow or spill onto adjoining surfaces, or to migrate into voids of adjoining surfaces including precast concrete panels and similar rough textures. Use masking tape or other precautionary devices to prevent staining of adjoining surfaces by either primer /sealer to the sealant/caulking compound. 2. Remove excess and spillage of compounds promptly as work progresses. Clean the adjoining surfaces by whatever means may be necessary to eliminate evidence of spillage without damaging substrate. D. Repair or replace defaced or disfigured finishes caused by work of this Section. 3.05 TESTS FOR PERFORMANCE A. After nominal cure of exterior joint sealants which are exposed to weather, test for water leaks. Flood joint exposure with water directed from a 3/4 inch garden hose held perpendicular to wall face 2' -0" from joint, connected to a water system with 30 psi minimum static water pressure at the nozzle. Move stream of water along joint at an approximate rate of 20 feet per minute. B. Test approximately 5% of total joint system in locations which are typical of every joint condition, and which can be inspected easily for leakage on opposite face. Conduct test in presence of the General Contractor who will determine a actual percentage of joints to be tested and actual period of exposure to water from hose, based upon extent of observed leakage, or lack thereof. Repair sealant installation at leaks or, if leakage is excessive, replace sealant installation as directed. 30 October 96 07900 - 6 . n1 'M19Wrike gral.'..T.• SAT -?:YL }'rACINN °. /+`v.t. - x PA..,::sfm∎y?2i : i1.'%r!O AVOS1 t,FV7A•S .ratig,m :,... -.- r..M•.a■• ;^cAFm : MY'.:MS nv,t .•• .c.a�K.v.vi,�us ai >, ;t72pAttygptm • z ~ w e: 0 N0 J = H SQ u w 2 g J. • j • d _. z � I- 0 z r w U • 0 0— OH w w u o . Z w F. O~ z ?. .:, PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Exterior non -rated thermally insulated steel doors and frames. B. Related Sections: 1. Section 04100 - Mortar: Masonry mortar fill of metal frames. 2. Section 08710 - Door Hardware. 3. Section 09900 - Painting: Field painting of doors and frames. 1.02 REFERENCES SECTION 08110 STEEL DOORS AND FRAMES A. American National Standards Institute /Steel Door Institute (ANSI /SDI): 1. ANSI A117.1 - Specifications for Making Buildings and Facilities Accessible to and Usable by Physically Handicapped People. 2. ANSI /SDI -100 - Standard Steel Doors and Frames. B. American Society for Testing and Materials (ASTM): 1. ASTM A525 - Steel Sheet, Zinc - Coated (Galvanized) by the Hot -Dip Process. 1.03 QUALITY ASSURANCE A. Conform to requirements of ANSI /SDI -100 and ANSI A117.1. 1. Maintain one copy of each document on site. B. Manufacturer Qualifications: Company specializing in manufacturing Products specified in this section with minimum three years documented experience. 1.04 DELIVERY, STORAGE, AND HANDLING A. Deliver products to site, store, protect, and handle under provisions of Section 01600. B. Accept doors on site in manufacturer's packaging. Inspect for damage. 1.05 FIELD MEASUREMENTS A. Verify that field measurements are as instructed by manufacturer. 1.06 COORDINATION A. Coordinate work under provisions of Section 01039. 23 January 98 08110 - 1 z ~ w' cm aa JU 0 N w = ' � w 0: g J. ‹. Na w z� F- zF- 0 ' 0- 0 F- wW F- -. LL .. w 0 z B. Coordinate work with door opening construction, door frame and door hardware installation. PART 2 PRODUCTS 2.01 MANUFACTURERS .�. z A. Acceptable Door and Frame Manufacturers: z 1. Ceco Corp. cs 2. Fenestra. . .4, 3. Grand Metal Products. o o 4. Pioneer Industries w= 5. Steelcraft Manufacturing Co. J 6. Curries. o 7. Republic Steel Doors. w C. Substitutions: Under provisions of Section 01600. u. a D. 2.02 DOORS AND FRAMES I— _ z � A. Exterior Doors (Non - thermally Broken): SDI -100, Grade II, insulated 18 Gauge,1 -3/4" z o thick. w n B. Exterior Frames: Steel, 16 gauge, 2" X 4 3/4" to suit grade and model of door. o N, u j 2.03 DOOR CONSTRUCTION w 0 o A. Face: Steel sheet in accordance with ANSI /SDI -100. w z B. Core: Polyurethane or polystyrene foam. - o z C. Thermal Insulated Door: Total insulation value of R -5, measured in accordance with ASTM C236. 2.04 ACCESSORIES A. Rubber Silencers: Resilient rubber. B. Protective Coatings: 1. Primer: Zinc chromate type. 2. Bituminous Coating: Fibered asphalt emulsion. 2.05 FABRICATION A. Fabricate exterior frames as welded unit type. 23 January 98 ti 08110 - 2 1 B. Fabricate doors and frames with hardware reinforcement welded in place. Provide mortar guard boxes. C. Reinforce frames wider than 48 inches with roll formed steel channels fitted tightly into frame head, flush with top. D. Prepare frame for silencers. Provide three single rubber silencers for single doors and mullions of double doors on strike side, and two single silencers on frame head at double doors without mullions. E. Close top and bottom edge of exterior doors with inverted steel channel closure. Seal joints watertight. F. Fabricate frames for masonry wall coursing with 4 inch head member. G. Finish: 1. Steel Sheet: Galvanized to ASTM A525. a. Exterior Units: 1.25 oz. /sq.ft. galvanized. 2. Primer: Air dried. 3. Coat inside of exterior frame profile with bituminous coating to thickness of 1/16 inch. Shop apply coating. PART 3 EXECUTION 3.01 EXAMINATION A. Verify substrate conditions under provisions of Section 01039. B. Verify that opening sizes and tolerances are acceptable. 3.02 INSTALLATION A. Install doors and frames in accordance with Contract Documents, and ANSI /SDI -100. B. Coordinate with masonry wallboard wall construction for anchor placement. C. Fill frames separating interior and exterior spaces with mineral wood insulation. D. Coordinate installation of doors with installation of frames and hardware. Refer to Section 08710 for door hardware. E. Touch -up primer and factory finished frames. F. Erection Tolerances: 1. Maximum Diagonal Distortion: 1/16 inch measured with straight edge, corner to corner. 23 January 98 08110 -3 z ~ w ` re JU 0 W LL al u.Q _ o . i _ w z o ' z I- w 0 o- C1 I- = U H � LL Z ui U I . o z 3.03 ADJUSTING A. Adjust work under provisions of Section 01700. B. Adjust door for smooth and balanced door movement. 31 October 96 END OF SECTION 08110 -4 END PART 1 GENERAL 1.01 SUMMARY 23 January 98 SECTION 08305 ACCESS DOORS A. Section Includes: 1. Non -rated access door and frame units. B. Related Sections: 1. Section 09250 - Gypsum Board: Adjacent finish material. 2. Section 09900 - Painting: Field paint finish. 3. Division 16 - Electrical: Electrical components requiring access. 1.02 SUBMITTALS A. Submit under provisions of Section 01300. B. Shop Drawings: Indicate exact position of all access units, and connection and anchorage details. 1.03 QUALITY ASSURANCE A. Verify that field measurements are as instructed by manufacturer. 1.04 COORDINATION A. Coordinate work under provisions of Section 01039. B. Coordinate work with electrical work requiring access units. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Acceptable Manufacturers: 1. Bilco. 2. Inryco /Milcor. 3. Karp. B. Substitutions: Under provisions of Section 01600. 2.02 ACCESS UNITS A. Non -Fire Rated Door and Frame Unit: Formed steel: 1. In Gypsum Board on Framing: Model Style "DW" 24" x 24" lockable, manufactured by Milcor or approved equal. 08305 - 1 z w . re 00 y 0 J • = w 0 g Q 1- w z �. � z I— LL! uj U 0 O ( 0 I— w 12 :O 0 52 w z — o 1 : z 2.03 FABRICATION A. Fabricate frames and flanges of 16 gage steel. B. Fabricate door panels of 14 gage steel. C. Weld, fill, and grind joints to assure flush and square unit. D. Hardware: 1. Hinge: 175 degree stainless steel hinge with removable pin. 2. Lock: Cylinder lock with latch, two keys for each unit. 2.04 FINISHES A. Base Metal Protection: Galvanized, hot dipped finish. Prime coat units with baked on primer. B. Finish: Two coats baked enamel, color to match adjacent surface. C. Stainless Steel: No. 4 finish. PART 3 EXECUTION 3.01 EXAMINATION A. Verify substrate conditions under provisions of Section 01039. B. Verify that rough openings for door and frame are correctly sized and located. 3.02 INSTALLATION A. Install units in accordance with manufacturer's instructions. B. Install frames plumb and level in opening. Secure rigidly in place. C. Position unit to provide convenient access to concealed work requiring access. END OF SECTION 7 Nobember 96 08305 - 2 END z w 6 00 0 W z. 173 Fw z � i- 0 Z - w w D. C.) O I- 11/ w' � o .. U = z PART 1 GENERAL 1.01 SUMMARY SECTION 08331 OVERHEAD COILING DOORS z A. Section Includes: a 1. Standard overhead coiling doors; manual operated; factory precoated front and 1- z back finish. w re ? U B. Related Sections: 0 co 0 0 1. Section 05500 - Metal Fabrications: Wall angles. co w 2. Section 08710 - Door Hardware: Cylinder core and keys. 3. Section 09900 - Painting: Field paint finish. N LL w 2 1.02 REFERENCES g5 A. American National Standards Institute /American Society for Testing and Materials = a (ANSI /ASTM): w 1. ANSI /ASTM A526 - Steel Sheet, Zinc - coated (Galvanized) by the Hot -dip ? 1.- Process, Commercial Quality. 1-- o B. American Society for Testing and Materials (ASTM): 0 m 0 1. ASTM A525 - General Requirements for Steel Sheet, Zinc - coated (Galvanized) o by the Hot -Dip Process. .0 W 1.03 SYSTEM DESCRIPTION 1-- ~ a. O z . A. 10' -0" high x 8'0" wide hand chain lift unit with overhead counter balance device. o P ~ 1.04 SUBMITTALS z A. Submit under provisions of Section 01300. B. Product Data: 1. Provide manufacturers specifications and installation instructions. C. Shop Drawings: 1. Provide pertinent dimensioning, general construction, component connections and details, anchorage methods, hardware location, and installation details. D. Operation and Maintenance Data: 1. Submit manufacturer's operation and maintenance data under provisions of Section 01700. 23 January 98 08331 - 1 PART 2 PRODUCTS 2.01 MANUFACTURERS A. Acceptable Overhead Coiling Door Manufacturers: 1. Cookson Co. 2. Cornell Iron Works, Inc. 3. Overhead Door Corp. 4. J.G. Wilson Corp. B. Substitutions: Under provisions of Section 01600. 2.02 MATERIALS A. Curtain: 1. Minimum 20 gage slats of steel, ANSI /ASTM A526; galvanized with minimum 1.25 oz/sq ft coating in accordance with ASTM A525. 2. Slat size: 2 -1/2 inches wide x required length. 3. Ends of alternate slat fitted with endlocks to act as wearing surface in guides and to prevent lateral movement. 4. Bottom fitted with angles to provide reinforcement and positive contact with floor in closed position. 5. Labeled, in accordance with requirements scheduled on Drawings. 6. 2 -1/2" x 12" plexiglas view window to be installed 5' -0" at chain lift side of door. B. Curtain Guides: Formed steel angles for required sizes and configurations. C. Roller Shaft (Counterbalance): 1. Steel pipe and helical steel spring system capable of producing sufficient torque to assure easy operation of curtain from any position. 2. Adjustable spring tension. D. Housing: 24 gage galvanized steel; internally reinforced to maintain rigidity and form. E. Weatherstripping: Water and rot proof, resilient type; located along jamb edges, bottom of curtain, and within housing. F. Hardware: 1. Manufacturer's heavy duty type. 2. Locks: Slide bolt and chain keeper. 3. Cylinders for Locks: As specified in Section 08710. 23 January 98 08331 - 2 z Z C4 2 J U 00 w = -i i-- �w w g Q. co a. = w F- _ z, 1--0 z� w o w W U ui z. a 0 z A. Install overhead coiling doors, in accordance with Contract Documents, reviewed Shop 2.04 FINISH A. Galvanized steel. Precoated primer paint finish, field painted color as selected by Architect. PART 3 EXECUTION 3.01 INSTALLATION Drawings, and manufacturer's instructions. B. Fit, align, and adjust door assembly level and plumb; provide smooth operation. 25 November 96 END OF SECTION 08331 - 3 END z a B; 00 (no cow, w u a: 59. ° : _: z �. i— O z i- U 0. O . co: w w • U ..z w = .O • z SECTION 08410 ALUMINUM ENTRANCES AND STOREFRONTS PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Aluminum doors and frames. 2. Vision glass. 3. Door hardware. 4. Integral air and vapor barrier. 5. Perimeter sealant. B. Related Sections: 1. Section 07900 - Sealants: System perimeter sealant and back -up materials. 2. Section 08800 - Glazing. C. Products Installed but Not Furnished Under This Section: 1. Section 08710 - Door Hardware: Hardware items other than specified in this section. 1.02 REFERENCES A. Architectural Aluminum Manufacturers' Association (AAMA): 1. AAMA - Metal Curtain Wall, Window, Store Front and Entrance - Guide Specifications Manual. 2. AAMA 606.1 - Specifications and Inspection Methods for Integral Color Anodic Finishes for Architectural Aluminum. 3. AAMA SFM -1 - Aluminum Storefront and Entrance Manual. B. American National Standards Institute (ANSI): 1. ANSI A117.1 - Safety Standards for the Handicapped. C. American National Standards Institute /American Society for Testing and Materials (ANSI /ASTM): 1. ANSI /ASTM A386 - Zinc Coating (Hot Dip) on Assembled Steel Products. 2. ANSI /ASTM B209 - Aluminum and Aluminum -Alloy Sheet and Plate. 3. ANSI /ASTM B221 - Aluminum -Alloy Extruded Bar, Rod, Wire, Shape, and Tube. 4. ANSI /ASTM E283 - Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors. 5. ANSI /ASTM E330 - Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference. 6. ANSI /ASTM E331 - Test Method for Water Penetration of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference. 31 October 96 08410 - 1 z w re 2 6 J U 00 w J WO 2 g a co ▪ ° _. Z � F- O Z F- W U � O - OH WW I- L I O Z W U= z 1.03 SYSTEM DESCRIPTION A. Aluminum entrances and storefront system includes tubular aluminum sections, shop fabricated, factory pre - finished, vision glass, glass infill, related flashings, anchorage and attachment devices. 1.04 PERFORMANCE REQUIREMENTS A. Design and size components to withstand dead and live loads caused by positive and negative wind pressure acting normal to plane of wall as calculated in accordance with applicable code and as measured in accordance with ANSI /ASTM E330. B. Limit mullion deflection to 1/200; with full recovery of glazing materials. C. System shall accommodate, without damage to components or deterioration of seals, movement within system, movement between system and peripheral construction, dynamic loading and release of loads, deflection of structural support framing. D. Limit air leakage through assembly to 0.06 cfm /min /sq ft of wall area, measured at reference differential pressure across assembly of 1.57 psf as measured in accordance with ANSI /ASTM E283. E. Water Leakage: None, when measured in accordance with ASTM E3311 with test pressure difference of 2.86 lbf/sq ft. F. Maintain continuous air and vapor barrier throughout assembly, primarily in line with inside pane of glass and heel bead of glazing compound. G. System shall provide for expansion and contraction within system components caused by cycling temperature range of 170 degrees F over 12 hour period without causing detrimental affect to system components. H. Drain water entering joints, condensation occurring in glazing channels, or migrating moisture occurring within system, to exterior by weep drainage network. 1.05 SUBMITTALS A. Submit under provisions of Section 01300. B. Shop Drawings: Indicate system dimensions, framed opening requirements and tolerances, affected related Work and expansion and contraction joint location and details. C. Manufacturer's Certificate: Certify that Products meet or exceed specified requirements. 31 October 96 .:., -. . z 1z re w 00 y0 Co Ill 111 N LL w 0 / Q = a i z�. F- O z F— LU Lu co U 0— 0 I— ww u-- O . u i z U . o ~ z 1.06 QUALITY ASSURANCE A. Perform Work in accordance with AAMA SFM -1 Guide Specifications Manual. B. Conform to requirements of ANSI A117.1. 1.07 QUALIFICATIONS A. Manufacturer and Installer: Company specializing in manufacturing aluminum glazing systems with minimum three years documented experience. 1.08 DELIVERY, STORAGE, AND HANDLING A. Deliver products to site, store, protect, and handle under provisions of Section 01600. B. Protect pre - finished aluminum surfaces with wrapping. Do not use adhesive papers or sprayed coatings which bond when exposed to sunlight or weather. 1.09 ENVIRONMENTAL REQUIREMENTS A. Do not install sealants when ambient temperature is less than 40 degrees F during and 48 hours after installation. 1.10 FIELD MEASUREMENTS A. Verify that field measurements are as indicated on Shop Drawings. 1.11 COORDINATION A. Coordinate Work under provisions of Section 01039. 1.12 WARRANTY A. Provide one year warranty under provisions of Section 01700. B. Warranty: Include coverage for complete system for failure to meet specified requirements. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Acceptable Manufacturers: 1. U.S. Aluminum. 2. Kawneer Company, Inc. 23 January 98 08410 -3 B. Substitutions are not allowed. 2.02 MATERIALS A. Extruded Aluminum: ANSI /ASTM B221; 6063 alloy, T5 temper. B. Sheet Aluminum: ANSI /ASTM B209; 6063 alloy, T5 temper. C. Fasteners: Galvanized steel. 2.03 COMPONENTS A. Frame: 2 x 4% inch nominal dimension; applied glazing stops; drainage holes; internal weep drainage system, compensating head channel J.C. 460 and sub sill A.F.100 flashing system. B. Doors: 2 inches thick, narrow style, 2 -1/8 inch wide top rail, 2 inch wide vertical stiles, 10 inch wide bottom rail; square glazing stops. C. Flashings: .080 inch thick aluminum finish to match mullion sections where exposed. 2.04 GLASS AND GLAZING MATERIALS A. Glass and Glazing Materials: As specified in Section 08800 of Types described below: 1. Glass in Exterior Lights: Type SG -A, SG -B. 2. Glass in Door Lights: Type FG -B. 2.05 SEALANT MATERIALS A. Sealant and Backing Materials: As specified in Section 07900 of Types described below: 1. Perimeter Sealant: Silicone sealant. 2.06 HARDWARE A. Weather Stripping: Nylon pile, continuous and replaceable. B. Door Bottom Sweep: Surface applied weatherstrip BW 200. C. Threshold: Extruded aluminum, one piece per door opening, ribbed surface meeting ANSI A117.1 requirements, U.S. Aluminum TH 400. D. Pivots: Offset type. E. Push /Pull: U.S. Aluminum PS001 and PS002 style. F. Closer: Overhead, 90° concealed type with holdopen. 23 January 98 .` 08410 - 4 z w o: 2 00 UO JF w J H =. z F z1- O N o w w. w z U = o~ z G. Deadlatch: Adams -Rite Model MS1850 -A at single doors. Adams -Rite Model MS1850 -A 3 pt. at double doors. H. Cylinder Lock: Refer to Section 08710 for cylinder. I. Signage: Applied sign stating "This door shall remain unlocked during z business hours" as required by local jurisdictional official. � z re 1 1 1 J. Stops: Manufacturers standard. 6 D 0 00 2.07 FABRICATION W I A. Fabricate components with minimum clearances and shim spacing around perimeter of u) � assembly, yet enabling installation and dynamic movement of perimeter seal. w 0 B. Accurately fit and secure joints and corners. Make joints flush, hairline, and u a weatherproof. = v I- al C. Prepare components to receive anchor devices. Fabricate anchors. z I I-0 z I- D. Arrange fasteners and attachments to conceal from view. U C E. Prepare components with internal reinforcement for door hardware and door operator p N hinge hardware. w i-- =w F. Reinforce framing members for imposed loads. L o _ co 2.08 FINISHES v A. Finish coatings to conform to AAMA 606.1. z B. Exterior and Interior exposed Aluminum Surfaces: AAMA A44, Class 1 finish, anodized prepared with mechanical M 12, chemical C 22 pre- treatment, anodized Dark Bronze No. 125. C. Concealed Steel Items: Galvanized in accordance with ANSI /ASTM A386 to 2.O oz/ sgft. D. Apply one coat of bituminous paint to concealed aluminum and steel surfaces in contact with cementitious or dissimilar materials. 23 January 98 08410 - 5 if PART 3 EXECUTION 3.01 EXAMINATION A. Verify site opening conditions under provisions of Section 01039. B. Verify dimensions, tolerances, and method of attachment with other work. C. Verify wall openings and adjoining air and vapor seal materials are ready to receive work of this Section. 3.02 INSTALLATION A. Install wall system in accordance with Contract Documents, reviewed Shop Drawings, manufacturer's instructions and AAMA - Metal Curtain Wall, Window, Store Front and Entrance - Guide Specifications Manual. B. Attach to structure to permit sufficient adjustment to accommodate construction tolerances and other irregularities. C. Provide alignment attachments and shims to permanently fasten system to building structure. D. Align assembly plumb and level, free of warp or twist. Maintain assembly dimensional tolerances. E. Provide thermal isolation where components penetrate or disrupt building insulation. F. Coordinate attachment and seal of perimeter air and vapor barrier materials. G. Pack fibrous insulation in shim spaces at perimeter of assembly to maintain continuity of thermal barrier. H. Install flashings and column covers as required. I. Set thresholds in bed of mastic and secure. J. Install hardware using templates provided. K. Install glass in accordance with Section 08800, to glazing method required to achieve performance criteria. L. Install perimeter sealant to method required to achieve performance criteria in criteria in accordance with Section 07900. 31 October 96 08410 -6 z w re J 0 U) 0 J = U. w 2 co w . z � F- O z E--. w Uca 0 - 01— wW u O .. 0 - 0 /' z 3.03 TOLERANCES A. Maximum Variation from Plumb: 0.06 inches every 3 ft non - cumulative or 1/16 inches per 10 ft, whichever is less. B. Maximum Misalignment of Two Adjoining Members Abutting in Plane: 1/32 inch. 3.04 ADJUSTING A. Adjust work under provisions of Section 01700. B. Adjust operating hardware for smooth operation. 3.05 CLEANING A. Clean work under provisions of 01700. B. Remove protective material from pre - finished aluminum surfaces. C. Wash down surfaces with a solution of mild detergent in warm water, applied with soft, clean wiping cloths. Take care to remove dirt from corners. Wipe surfaces clean. D. Remove excess sealant by method acceptable to sealant manufacturer. 3.06 PROTECTION OF FINISHED WORK A. Protect finished Work under provisions of Section 01500. B. Protect finished Work from damage. 31 October 96 END OF SECTION ,.. :� 08410 - 7 END A. Section Includes: 1. Architectural and door hardware not specifically supplied as part of door assemblies or manufactured items. PART 1 GENERAL 1.01 SUMMARY SECTION 08710 DOOR HARDWARE B. Related Sections: 1. Section 08110 - Steel Doors and Frames. 2. Section 08210 - Wood Doors. 3. Section 08410 - Aluminum Entrances and Storefronts: Hardware for same. 4. Section 10441 - Address Signs. C. Products Furnished but Not Installed Under This Section: 1. Furnish templates to Section 08110 for door and frame preparation. 2. Furnish cylinders to Section 08410 for installation. 1.02 REFERENCES A. American National Standards Institute /National Fire Protection Institute (ANSI /NFPA): 1. ANSI A117.1 - Specifications for Making Buildings and Facilities Accessible to and Usable by Physically Handicapped People. 2. ANSI /NFPA 80 - Fire Doors and Windows. 3. NFPA 101 - Life Safety Code. B. Architectural Woodwork Institute (AWI). 1. AWI Quality Standards Guide Specifications and Quality certification Program. C. Builders Hardware Manufacturers Association (BHMA). D. Door and Hardware Institute (DHI). E. Steel Door Institute (SDI). 1.03 SUBMITTALS A. Submit under provisions of Section 01300. 30 October 96 08710 - 1 z w J U 00 (/) 0 CO 1.11 J U w w O a . co I -w z = z0 0 w LO .. 0I O z 1 A. Coordination: Coordinate work of this Section with other directly affected Sections involving manufacturer of any internal reinforcement for door hardware. B. Manufacturer's Qualifications: Companies specializing in manufacturing door hardware with minimum three years documented experience. C. Hardware Supplier Qualifications: Company specializing in supplying commercial door hardware with minimum three years documented experience, and an authorized factory direct distributor. D. Regulatory Requirements: 1. Conform to applicable code for requirements applicable to fire rated doors and frames. 2. Conform to applicable sections of Chapter 5 of NFPA 101. 3. Comply with all requirements of the "Americans with Disabilities Act ". 30 October 96 08710 - 2 B. Hardware Schedule: Submit six (6) copies of the final hardware schedule in the manner and format specified, complying with the actual construction progress schedule requirements (for each draft). Hardware schedules are intended for coordination of the work. Review and acceptance by the architect or Owner does not relieve the Contractor of responsibility for errors or omissions and of his exclusive responsibility to fulfill the requirements as shown and specified. Three (3) corrected copies shall be returned to the Architect. 1. Format of Schedule: The following is an example of the required format only of _ z the final hardware schedule: re 1 Hardware Set 'A' a 0 For each door No's. 7, 9, 10, 13, 107, 109, 110, 113, and 115: co 0 ,.m wi 1 1 /2 pair Butts FBB170 US26D 5x42 w LL 1 Lock Set D7OPD -Orbit - 26D w o 1 Closer LCN -4114 Al g 1 Kickplate 5024 10x34 - 479 Beige U ., a 1 Bumper 407B US26D D 3 Silencers 21 H w zi_ 2. Hardware schedules prepared in the horizontal manner are not acceptable. z O Doors listed for the same hardware, but of different sizes shall be listed under � w separate headings. U o C. Operation and Maintenance Data: o F- 1. Submit operation and maintenance data under provisions of Section 01700. _ 2. Include data on operating hardware, lubrication requirements, inspection 1— p-. u. procedures related to preventative maintenance, and maintenance requirements z co for exposed finishes. o F 1.04 QUALITY ASSURANCE o z .: � .. , . , +" �� � { E. Keying Requirements: 1. Assist Owner in setting keying schedule. 2. Make modifications to keying schedule as required by Owner without cost to Owner. 3. Secure Owner's written approval of final keying schedule prior to ordering locking items. �+ 1.05 DELIVERY, STORAGE, AND HANDLING A. Deliver products to Site, store and protect under provisions of Section 01600. B. Package hardware items individually; label and identify package with door opening code to match hardware schedule. Include necessary screws, keys instructions and installation templates. C. Deliver keys to Owner by security shipment direct from hardware supplier. D. Protect hardware from loss or damage throughout construction period: 1. Catalog and store in secure area. 2. Replace all missing or damaged items with no additional cost to Owner. 3. Leave installed hardware clean and in proper operating condition, maintaining all key identification tags in place, clean and legible. 1.06 PROJECT CONDITIONS: A. Furnish hardware of proper design for use on doors and frames of thickness, profile, swing, security and similar requirements indicated, as necessary for proper installation and function. B. Templates: 1. Furnish hardware templates to each fabricator of doors, frames and other work scheduled to be factory prepared for installation of hardware. 2. Check Shop Drawings of such other work to confirm adequate provisions for proper installation of hardware. 1.07 WARRANTY A. Provide one year warranty under provisions of Section 01700. B. Warranty: Provide five year coverage of door closers. C. Provide adjustment for 1 year of door hardware and closers. 30 October 96 08710 - 3 z ~ w -.I C.) 0 O. U) 0 CO =• J H N w 1Q = d. I- w Z I- 0 Z f- LLI U � O N Q I- ww v_ O .z w U = 0 /" z 1.08 MAINTENANCE MATERIALS A. Provide special wrenches and tools applicable to each different or special hardware component. B. Provide maintenance tools and accessories supplied by hardware component manufacturer. PART 2 PRODUCTS 2.01 MATERIALS A. Acceptable Manufacturers: As noted within the hardware schedule. B. Substitutions: Not Allowed. C. Fasteners: 1. Provide all necessary screws, bolts, anchors or other devices of suitable size and type to securely anchor hardware in position. 2. Exposed fasteners shall harmonize with hardware material and finish. Notify Architect of any mismatch of finish prior to installation. 3. Provide phillips head counter sunk fasteners for all expose locations. Furnish hardware with approved anchors for intended application according to hardware manufacturer's recommendations. D. Fire Classification: Where doors carry UL Label for fire classification, all hardware applied to that door shall comply with that classification. 1.02 LOCKSETS AND CYLINDERS: A. All locksets to be 2 3/4" backset. B. All locks to have removable cores. 2.03 KEYING A. Door Locks: Master keyed, Grand master keyed, Great grand master keyed, including construction keying. B. Supply 3 keys for each lock. C. Supply keys in following quantities: 1. 6 master keys. 2. 6 grand master keys. 3. 6 great grand master keys. 4. 10 construction keys. 30 October 96 08710 -4 <; z l- Z ~ w e:2 00 co O Cl) MI I � LL, w ? 52 d . � z F.. H w ~ 2 M o, O N oI— =U LI O .z U= z 2.04 HARDWARE FINISHES A. Hardware Finishes are identified in Schedule at end of this Section. B. Exposed finishes shall be Satin Chrome except as otherwise noted in schedule at the end of this Section. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that doors and frames are ready to receive work and dimensions are as indicated on Shop Drawings. B. Beginning of installation means acceptance of existing conditions. 3.02 INSTALLATION A. Install hardware in accordance with manufacturer's instructions and regulatory requirements. B. Use templates provided by hardware item manufacturer. C. Mounting heights for hardware from finished floor to center line of hardware item: 1. Locksets: 40 inches. *AII other hardware shall be installed as recommended by manufacturer. D. Conform to ANSI A117.1 for positioning requirements for handicapped. 3.03 ADJUST AND CLEAN A. Initial Installation: 1. Adjust and check each operating item of hardware and each door, to verify proper operation and function of all units. 2. Lubricate moving parts as recommended by manufacturer. 3. Replace, at no extra cost, units which cannot be adjusted and lubricated to operate freely and smoothly as intended for application. B. Final Adjustment: 1. When hardware installation occurs more than one month prior to acceptance or occupancy of space or area, make final check and adjustment of hardware items one week prior to acceptance or occupancy. 2. Clean and relubricate operating items as necessary to restore function and finish of hardware and doors. 30 October 96 08710 -5 z w QQ • � O - 0 N CO J . CO u_. w g a = d I i z F . 0 ` zF- Lu ON 0 H. WW r U IL O. . z w O~ z 3.04 SCHEDULE Hardware Set 'A' Aluminum Entry Doors No. 1, 2 and 5 2 Cylinder Hardware Set 'B' For Door No. 3 at Typical 1 pr Butts 1 1 1 1 1 Hardware Set 'C' For Door No. 4 at Service 1 pr Butts 1 1 1 1 1 C. Instructions: Instruct Owner's personnel in proper adjustment and maintenance of hardware and hardware finishes, during final acceptance of hardware. A. Furnish the hardware indicated on the Door Schedule as shown on the Drawings, or as required to complete the facility. 23 January 98 3. Adjust door control devices to compensate for final operation of heating and ventilating equipment. 1E74 US 26D Best (See Aluminum Entrance Doors for hardware mounting heights. Balance of Hardware by Door Supplier. Door Supplier to install closer with hold -open arm options.) Exit Device Closer Threshold Weatherstrip Door Top Door Bottom Lock Threshold Weatherstrip Door Top Door Bottom Tenant Exit Doors FBB 191 NRP 630 Stanley 4 /2 x 4 /2 99E0 4040H - Cush 171 -A S88 346A 315CN Room FBB 191 NRP 4 /2 x 4 /2 9K7D15D83 171 -A S88 346C 315 CN 626 Von Duprin 689 LCN Pemko Pemko Pemko Pemko 630 Stanley Best Pemko Pemko Pemko Pemko 08710 - 6 z zz re w 6 v . 0 0 U) wi J �. N LL w0 g Q, c!..) d I- w z � ►- 0 Z I- uj U 0 1- w w Z H U . LL O . w z 0 - z z ▪ Z ne 1U — 2 0 u) 0 ' co ILI Ui uj 0 g I— ILI Z I— 0 Z U.1 Ili D 0 52 111 u j I 0 rz L I 0 • Z CU 0 ( .2 R. I 0 PART 1 GENERAL 1.01 WORK INCLUDED A. Electric operated door equipment. z B. Control system. e: II C. Handrails adjacent to doors. o 0 co cow 1.02 WORK FURNISHED BUT INSTALLED UNDER OTHER SECTIONS w x co u. A. Furnish control devices to Section for installation. Ili 0 1.03 RELATED WORK co a A. Section 08712 - Door Hardware: Cylinder locks gasketting thresholds. z � 1.04 REFERENCES I-- 0 LU w A. ANSI /BHMA A156.1 - Power Operated Pedestrian Door. o . U O N' B. ANSI A117.1 - Specifications for Making Building and Facilities Accessible to and ° F— Usable by Physically Handicapped People. i - 0 C. NFPA 101 - Life Safety Code. — z 1.05 SYSTEM DESCRIPTION A. Automatic Door Equipment: Electrically operated with photo electric control device. B. Door: Single swing, pivot operation. 1.06 PERFORMANCE 10 February 97 SECTION 08721 AUTOMATIC DOOR EQUIPMENT A. Automatic door equipment to accommodate pedestrian traffic, and weight of doors. B. Equipment: UL 235 listed. C. Design system to operate, hold open and close doors under design wind and suction loads calculated in accordance with code. w U= r-: z D. Provide for thermal expansion and contraction of door and frame units, transmitted to operating equipment. E. Provide for dimensional distortion of components during operation. F. Eliminate the possibility of water accumulating and freezing in door power units. G. Provide for opening and closing operation of door panels in the event of power failure. 1.07 QUALITY ASSURANCE 10 February 97 A. Manufacturer: Company specializing in manufacture of door operating equipment with years experience. B. Comply with ANSI A117.1. (A.D.A.) with the Americans Disabilities Act. 1.08 REGULATORY REQUIREMENTS A. Conform to applicable code for automatic release of control drive unit to permit manual opening of doors. 1.09 SUBMITTALS A. Submit shop drawings and product data under provisions of Section 01300. B. Indicate on shop drawings, layout, dimensions, head, jamb, and sill conditions, elevations, components, anchorage, recesses, materials and finishes. C. Identify installation tolerances required, assembly conditions, routing of service lines and conduit, and locations of operating components and boxes. D. Provide product data on system components, sizes, features, and finishes. E. Submit samples under provisions of Section 01300. F. Submit samples of manufacturer's standard finishes. G. Submit manufacturer's installation instructions under provisions of Section 01300. 1.10 PROJECT RECORD DOCUMENTS A. Submit documents under provisions of Section 01700. B. Accurately record locations of concealed equipment, services, and conduit. 08721 - 2 z IZ w 00 0 o co al J = H fA u_ w0 gQ C..12 d . w z � I-0 z I U � 0 - W . I ' 0 w z U 2 . P ~ z V .." 1.11 OPERATION AND MAINTENANCE DATA A. Submit data under provisions of Section 01700. B. Include manufacturer's parts list and maintenance instructions for each type of hardware. 1.12 WARRANTY A. Provide five year warranty under provisions of Section 01700. B. Warranty: Include coverage of operating unit. 1.13 MAINTENANCE SERVICE A. Furnish complete service and maintenance of operating equipment for one year from Date of Substantial Completion. 1.14 MAINTENANCE MATERIALS A. Provide wrenches and tools required for maintenance of equipment. PART 2 PRODUCTS 2.01 DOOR OPERATORS 10 February 97 A. Approved Manufacturer: 1. All entrance systems shall be Besam Swingmaster 300 manufactured by Besam, Inc., 50 Lake Drive, East Windsor, New Jersey. (Besam equipment is described throughout this section.) B. Warranty: 1. Besam Swingmaster power operators and controls shall be guaranteed for a period of one (1) year from date of installation against defects in materials workmanship. C. General: 1. Each Besam Automatic O.H.C. Door System shall consist of: a. Operator housing, top and bottom door pivots. b. Electro- mechanical power operator. c. Electronic control. d. Linkage. e. "Visionpulse" 9000 series matless swing door control. (See page following this section.) . 08721 - 3 z om J 00 J H CD IL w j. CS. a � z � H O. z � w U O a U L I O ; w z . co O z 2. The Besam Swingmaster power operator shall open the door by energizing the motor and shall stop the door by electrically reducing the voltage and stalling the motor against a mechanical stop. The door shall close by means of spring energy, and the closing shall be controlled by the gear system and the motor being used as a dynamic brake without power. System shall operate as manual door control in the event of power failure. Opening as manual door control in the event of power failure. Opening speeds shall be adjustable. The Besam Swingmaster power operator shall be self - contained gear transmission and shall not require any fluids or gases (under pressure) to be used in the operation of opening and closing the door. D. Operator Housing (Header): 1. Besam Swingmaster housing shall be 5 -3/4" wide by 6" high aluminum extrusions with enclosed end caps for application to 4" and larger frame systems. All structural sections shall have a minimum thickness of .125" and shall be fabricated of 6063 -T52 aluminum alloy. The aluminum shall have a standard finish of 204 -A1 -R1 or shall match the storefront anodized aluminum finish as specified in Section 08950. E. Emergency Breakaway Feature: 1. All Swingmaster operators shall be double acting with a switch to prevent power operation should the door be manually operated in the reverse direction of its normal swing. Power operation is prevented until the door returns to the closed position. The door will then automatically reset for normal automatic operation. 10 February 97 F. Electronic Control: 1. Electronic control shall be a self - contained unit including necessary transformers, relays, rectifiers, and other electronic components for proper operation and switching of the Swingmaster automatic power operator. Relays shall be a plug -on type for replacement and all connecting harnesses shall have interlocking plugs. 2. The control shall have the following additional features built in: a. Adjustable opening time delay. b. Torque limiting for controlled force on opening. c. Low voltage and safety circuits for operation with mats and other switching devices. d. Special circuitry for motor voltage reduction when door is in "hold open" and to provide locked door motor protection. G. Activating Devices, Carpets, Wall Switches, etc: 1. Activators for Besam automatic Swingmaster operators shall be Vision - Pulse, a swing door presence sensor, manufactured by Besam, Inc. See attachment at the end of this Section for additional requirements. a. The swing door presence sensor shall be Mounted on each side of the swing door. g, mVC':3+ Ater 'f,!,'r+V,tcq. I.' N' A' N;i';' tVr tW7;rtRrt1.- ;M. :?t, t t.it∎ ,..y.K.4r.'.,'g 08721 - 4 z w re J U O 0 U O J • = w • 0 gQ I I- al Z ►- 0 w ~ w 2 o . U ON 0 F- w 9 - - O w Z = o � z b. Activation - Activation shall be initiated by an impulse from the approach presence sensor when a presence is detected within its adjustable range (up to 6 feet). The door then swings to the open position where the same detector holds the door open until the Vision -Pulse sensor no longer detects a presence in the swing path of the door. c. Swing Path Control - Should an object be present within the swing path of the door, the presence sensor shall initiate a "holding" condition thus overriding any opening impulse. This "holding" z capability can be initiated after the door has started to open when ac used with the Besam Swingmaster and thus offers the continuous 6 swing path protection that is not available with mats or any other o o swing door activating mechanism. co W d. Motion Dector on Approach - An integral part of the Vision -Pulse system, a motion detector is mounted to the header and provides cn v_ an opening impulse for re- cycling of the door when the door is in w o the full open or partially closed position and no longer has direct i g view of approaching traffic conditions. e. Thresholds to be recessed to allow unrestricted and unimpeded v access through doorway be pedestrian traffic and grocery carts. _ f. Warranty - Vision -Pulse shall be warranteed for defects in z !- workmanship and materials for a period of two (2) years. z o Adjustment and service, if required, shall be provided at no L additional cost to the Owner during the warranty period. ON H. Guide Rails: 1. BSSD6 (42" x 34 ") by L.H. Bull, P.O. Box 1090, Belmont, California = v 94002. Kydex panel to be white color (Submit sample prior to ordering). �_ 0 z 2.01 ACCEPTABLE AUTOMATIC ENTRANCE MANUFACTURER v sQ "-=_ A. Automatic Entrance System (base system): Stanley Magic Door, Dura -Glide z Package #383407 (with #383408 on designated Florida Stores) single slide doors. The slide -swing panel, installed to exterior of the fixed sidelight, shall swing out 90 degrees from any position of slide movement and include a concealed closer to reclose door if pushed open. System components include: 1. Aluminum doors with fixed sidelights, fixed center light and transom to receive 1 " thick glass, safety glazed as required by code. 2. Structural aluminum section to be 6063 -T alloy, minimum o.125" thick. 3. Continuous header concealing ball bearing wheels, support track operator and closers. 4. Bi- directional scan motion detectors fro one -way or two -way traffic (as required) and safety devices in door opening to detect objects present during closing cycle and recycle doors. Adjust for two -way traffic at liquor store locations. 10 February 97 y �'� "lii +4L 3 °�•- hi:�.,... T IPTVK 08721 - 5 R=1 10 February 97 5. Concealed LCN door closers, ON -OFF hold open switches, keyed entry switch (at entry door only), rim cylinder locks with exterior cylinder guards and thumb -turn on interior side. 6. Aluminum thresholds and weatherstripping at jambs, head and sill. 7. Break -away door stops, flush (integrally glazed) muntin bars flush cart bars in sidelights, doors and center light, glass stops and recessed pull handle at entry door muntin bar. 8. Stainless steel tubular guide rails (with one horizontal) and guide posts (quantity may vary per project). I w 9. Wallgreens required decals. re 2 10. Finish: Dark bronze, AA -M12 C22A42 Class I anodic coating. m" 00 B. Alternate Automatic Entrance manufacturer: (Note for all manufacturers; for non - cn w prototypical configurations i.e.; vestibules, narrow openings, etc., confirm ILI applicable "Walgreens package" number with manufacturers National Accounts w LL w0 Representative.) 2 1. Besam Automatic Door: Power Glide AMD 39401. 2. Dor- O- Matic. Astro Slide. #88336W -988 (with #88336W -988F on U designated Florida stores). = ci 3. Horton Automatic: Model 2- 2110WD/T. 1-- w Z = C. Motion Detector: Stan -Ray motion detector with adjustable bi- directional narrow w o pattern sensor. 2 w n o. D. Safety System: Stan -Guard threshold sensor. o OH E. Operator: Electro - mechanical operator with 1/8 HP DC permanent magnet motor i 0 and regulated electronic controller. Operator functions to be microcomputer �; o controlled to automatically provide operating forces and speeds as prescribed by z ANSI A156 10 -1985. An ON- OFF /hold open power switch shall be located on co inside of header. Operator shall convert to free manual operation of door during .. o power failure. Provide adjustable time delay from 1 to 28 seconds minimum.. z Operator shall reverse when 15 lbs. maximum is exerted to prevent door from closing. Provide electrical interlocks to prevent operation when locks /latches /bolts are engaged. F. Hardware: Closers: LCN #3133, Liquid Special 4130 SEL -35 ARM. Rim Cylinder Lock: Adams Rite #MS 1850- SW -50„ radius, anodized finish. Cylinder Guard: Adams Rite #4066. Key switch: By automatic entrance manufacturer. G. Weatherstripping: Adjustable nylon sweeps on bottom of sliding doors. 1. double pile weatherstripping on lead edges of sliding doors including lock area. 2. single pile weatherstripping between carrier and header, on lead stiles of sidelights and pivot stiles of sliding doors. w,tpne.,- ;�v,•+`` stn. Hi1M; C� "° ?+P}wtCSih'�FY:Y.'!:c. @"'�'e MSC:; rn; ev'.. 5; t, rn, y�,- r1y+ 3sr.. 537eq; zlr„ ayP '.�en.r.�;,�.,}KS.,'ry:k�!LL:� ;,,t 1:L'��`u.. :,w�.e. 08721 - 6 »rµs»•;�e�3 •.�..xr;w:.nm Jr ;?k•!rt.E:�+n^�rgv't 2.02 OTHER MATERIALS A. Furnish and install the automatic door operators complete with all electrical work from power unit to operator and control box including all low voltage circuits required, all other items needed for the automatic door operator installation not specifically described in other sections. All such items shall be in strict accordance with the recommendations of the manufacturer of the automatic door operator used. Furnish and install two decals per door, indicating direction of travel, size 6" x 4 ". PART 3 EXECUTION 3.01 SURFACE CONDITIONS A. Prior to all work of this section, carefully inspect the installed work of other trades and verify that all such work is complete to the point where this installation may commence and that the final installation will be in complete accordance with the approved shop drawings. In the event of discrepancy, immediately notify the Architect. 3.02 INSTALLATION A. Install the automatic door operators in strict accordance with the manufacturer's recommendations and the approved shop drawings. 3.03 ADJUSTMENTS A. Upon completion of the installation, the manufacturer's representative shall make a tune -in and final adjustment of the operator to secure optimum smoothness of operation. 3.04 INSTRUCTION A. Following the final adjustment, prior to store opening, the manufacturer's representative shall fully instruct the store manager as to correct operating procedure of the automatic door operators and shall furnish to the store manager complete written instructions on operation, maintenance, and care of the automatic door operators which can be performed by store personnel, plus name and address of service company. 10 February 97 END OF SECTION 08721 - 7 rv,1n.'fy,, R F, rrg !?v!`09,t,agray.^.7q`y4N.,1 `49MPd! N"[M`HIV+'''r' _l?er,f1R' L17.3n"+..tar2.2 , z 1Z r w QQ � J U 00 CO 0 CO I J . wO u_a = • d Z �. 1-- O . Z F- U � O - 01- w ui O w z U o H z t ...ENERAL: ,.. oS adnaur shall be VIsioif ulaa ", as manufactured by llo•ant Inc.; Cast Windsor. N J (kth ?t). SCOPE: t The awing door presence senior shall be recess mounted (or surface applied) to each aide of the swing door (approach „,-. and awing putts) and snail be Complete In all respects cunalatlnQ at the following: 1) Extruded aluminum houeing of (1063•TS2 alloy alLed to run full width 01 dour, Integral high Impact, tinted acrylic tenses and Injection molded end caps. 2) Solid stale electronics Interfaced to enameling rows of light emlttlnQ dlodea and receivers contained wlthln Ito •x• Ituded aluminum housing. 3)Htgrtflow tango switch and flexible cable. •)Extruded aluminum munlln kit to accept recessed VlalonPulee. Sensor shall be capable of operating wlthln temperature ranges of - 20'F (- 29'C) and 160'F (71'C) and shall not to • Qulrerrallinga as an Integral It of mounting or inatatiatlon. VlalonPulee (snail detect pra•ance — not motion and • shill not be reat(ICled In application dud to door design, conelructlun or material. Ambient light and radio (requonCiea snarl not Interfere who we performance Of Vlaiunf ulea. OPERATION: I) OPENING: An Impulse to Initiate door opening shall be sent to the automatic door Operator by the VlslonPulse unit • mounted on the approach side of the dots, whenever presence Ia dutected within an adluataOle region dl apace (up Id e') leading to ind doorway. 2) HOBO OPEN: When the Gout swinge to the lull open position, the approach% aide VlalonPutee sensor artall deliver a fold Open Impulse to the automatic door Operator while an object Is present. (election rango during Hold open mods shalt be ewrlcned horn high to low range (approximate width of dour Opening). When the awing path oh the Open door Ia clear. the Operator shall be allowed to t•lurn the door to th• closed position. 3) SWING PATH CONTROL. Should an object bo present within the space (up to 81 Into which the door la dealQned to swing, the awing side VlslonPuls• shalt Inhibit an opening impulse to the automatic duo( operator until the object IS no longer present. VISI„NPULSE SPECIFICATION MATLESS SWING DOOR CONTROL ECTRONIC CONTROL: %e swl110 sensor anali be of solid state design. Each VlalonPulee shall be connected directly to the electro•control nyatern 01 the Guarico automatic awing door Operator. Bain the approach and awing aide VlalonPulee units shall contain two poterillometera 10 provide Inianatly adjustment within low and nigh range Males. The vialonPulad tangs switch snail allow for aelectlon of appropriate range oepenaing on door poelttun. FINISH: Finish to match storefront, see Section 08410, 2.0 713. INSTALLATION: • VisionPutse sensor shall be Inatalled 33Y8 ' above (Inlshed floor by factory authorized and trained personnel. Recessed VlalonPulee Shalt be Metalled with narrow stile and ein1ie mudlum able doors only. The wore. ahall bs done In strict com- pliance with trio manufacturer's tocom,ndnd•liona and according to approved ahop drawings. GUARANTEE: Huyatn VlslonPulse door sy'tanl shall be guaranteed for a period of two (2) yearn horn the date of accoptanco Guarantee shish cover any failure due lu mulurtal defect or workmanahlp. All defective Ilexes ehnll be replaced at no coal to the owner. �F56�daR ?awata�1. atad+[a l tU f t�4' R i�t1 ?4!e?dat;ft:lalatirad'VAt.Md sarroltutwy .,, ,, „,- „. .tin "a-s.,rm ,m w MaritrSTn +�tY.t!M..Ataw-- 40+vmam .M.ex ±JC.r,w,�r...._ .«.. Z W cc II UO tn �: W 1 ± 1 1 W O 2 u- Q. = a F W Z 1.- 1— O W ~ tu O N ' CI 1— WW I H .. u. .Z W co H " O Z Pa III PART 1 GENERAL 1.01 SUMMARY 31 October 96 A. Section Includes: 1. Glass and glazing for Sections referencing this Section for products and installation. z re w B. Related Sections: 6 D 1. Section 07900 - Sealants. o o 2. Section 08410 - Aluminum Entrances and Storefronts. co w= 1.02 REFERENCES co I w A. American National Standards Institute /American Society for Testing and Materials (ANSI /ASTM): g 1. ANSI /ASTM E330 - Structural Performance of Exterior Windows, Curtain Walls, cn d and Doors by Uniform Static Air Pressure Difference. = w 2. ANSI Z97.1 - Safety Performance Specifications and Methods of Test for Safety z �. Glazing Used in Buildings. z o uj B. Consumer Products Safety Commission (CPSC): > 1. CPSC - Safety Standard for Architectural Glazing Materials - 16 CFR 1201. o D- o C. Flat Glass Marketing Association (FGMA): _ uj 1. FGMA - Glazing and Sealant Manual. i= o D. Sealed Insulated Glass Manufacturers Association (SIGMA): 1. SIGMA Manual I 0 1.03 PERFORMANCE REQUIREMENTS SECTION 08800 GLAZING A. Glass and glazing materials of this Section shall provide continuity of building enclosure vapor and air barrier: 1. In conjunction with materials described in Section 07900 and 08410. 2. Maintain continuous air and vapor barrier throughout glazed assembly from glass pane to heel bead of glazing sealant. B. Size glass to withstand dead loads and positive and negative live loads acting normal to plane of glass as calculated in accordance with applicable code acting inwardly or outwardly without exceeding deflection limits. C. Limit glass deflection to 1/200 or flexure limit of glass with full recovery of glazing materials, whichever is less. 08800 - 1 �. z D. Thermal Movement: Provide thermal expansion and contraction movement capability, resulting from minimum ambient temperature range through 120 degrees F which may cause curtain wall material temperature range through 180 degrees F. E. Condensation: Prevent excessive condensation of interior faces of work when heating and ventilation system is in operation under the following conditions: 1. Outdoor ambient temperature: 0 degrees F and 15 mph wind. 2. Indoor ambient temperature: 75 degrees F at 25% relative humidity. 3. Excessive condensation is defined as visible water, ice, fog, or frost on more than 10% of any entrance storefront or curtain wall module, or accumulation or uncontrolled flow of water from condensation on such module at any location. F. Labels: 1. Label each piece of glass with manufacturer's label identifying kind and quality of glass. 2. Paper, or other removable type labels, affixed to any inaccessible surface of insulating glass units are unacceptable. 3. Permanently label each piece of safety glazing in accordance with requirements of regulatory agencies having jurisdiction. 1.04 QUALITY ASSURANCE A. Perform Work in accordance with FGMA Glazing Manual and Manufacturer's recommendations for glazing installation methods. 1.05 DELIVERY, STORAGE, AND HANDLING A. Material Delivery and Storage: 1. Deliver materials in manufacturer's original unopened packaging with protective interleaves between lights. 2. Store materials with interleaving and labels intact, in cool, clean, dry area where temperatures are above dewpoint. 3. Protect from weather with tarpaulin or ventilated plastic coverings. B. Material Handling: 1. Handle to avoid damage to glass surfaces, avoid bumping corners, and keep free of finger prints, grease stains, smears, and contamination by materials capable of staining glass. 2. Remove from Site all broken, cracked, scratched, or otherwise damaged or imperfect material. 3. Unpack glass in accordance with manufacturer's printed instructions. 4. Do not remove labels until final clean -up. 31 October 96 08800 - 2 ,�nwnr M *j1? .R; ry ;y4'isrrenu}"Fresmn� �w . , , t ?rt: ^�y,v n��a�.roa,y a ' ^yopti 7, ..1111 m.C:f,;+;„wr!9.TS$" Y°n4Y C"f�rT;q'? !t! 1 z ~ w 6 00 N CO 11) J = H LL w 0 LL Q = � z � ~ z I- w o D o I wW � o w z 0 z A. Environmental Requirements: 1. Do not install glazing when ambient temperature is less than 50 degrees F. 2. Maintain minimum ambient temperature before, during and 24 hours after installation of glazing compounds. 1.06 PROTECT CONDITIONS B. Field Measurements: Verify that field measurements are as indicated on drawings. 1.07 COORDINATION A. Coordinate locations of tempered glass with drawings and as required by local governing codes and requirements. 1.08 WARRANTY A. Provide three year manufacturer's warranty under provisions of Section 01700. 1. Include coverage for sealed glass units from seal failure, interpane dusting or misting, and replacement of same. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Acceptable Glass Manufacturers: 1. Guardian. 2. Libby - Owens - Ford Glass Company. 3. Pittsburgh Plate Glass Company. B. Substitutions: Under provisions of Section 01600. 2.02 GLASS MATERIALS A. Safety Glass (Type FG -B): Clear fully tempered conforming to ANSI Z97.1; 1 /4 inch thick. B. Sealed Insulating Glass Materials: 1. Insulated Glass Units - Low E (Type SG -A): ASTM E774 and E773; double pane with single sealed insulated unit; outer pane of 1/4 inch clear glass inner pane of 1/4 inch Low E on clear glass, visible light transmittance of 78% percent, average U factor of 0.54, shading coefficient of 0.66 percent. 23 January 98 • 08800 - 3 z =om 0 U 0. -J J w0 g Q . t d I- _ z � I- 0 z I- uj 0 - o w - U • O .. z w 0 z 2. Insulated Tempered Glass Units - Low E (Type SG -B): ASTM E774 and E 773; double pane single sealed insulated unit, outer pane of 1/4 inch clear tempered glass, Inner pane of 1/4 inch Low E clear tempered glass average U factor of 0.54, visible light transmittance of 78 %, shading coefficient of 0.66 percent. 2.03 SEALANTS A. Silicone Sealant: ASTM C920, Type S, Single component, non - bleeding, non staining; cured with Shore A hardness of 15 -25; color as selected; Proglaze as manufactured by Tremco. 2.04 GLAZING ACCESSORIES A. Setting Blocks: Neoprene, 80 -90 Shore A durometer hardness, length of 0.1 inch for each square foot of glazing or minimum 4 inch x width of glazing rabbet space minus 1/16 inch x height to suit glazing method and pane weight and area. B. Spacer Shims: Neoprene 50 - 60 Shore A durometer hardness, minimum 3 inch long x one half height of glazing stop x thickness to suit application, self adhesive on one face. C. Glazing Splines: Resilient extruded shape to suit glazing channel retaining slot. D. Glazing Clips: Manufacturer's standard type. PART 3 EXECUTION 3.01 EXAMINATION A. Verify prepared openings under provisions of Section 01039. B. Verify that openings for glazing are correctly sized and within tolerance. C. Verify that surfaces of glazing channels or recesses are clean, free of obstructions, and ready to receive glazing. 3.02 PREPARATION A. Clean contact surfaces with solvent and wipe dry. B. Seal porous glazing channels or recesses with substrate compatible primer or sealer. C. Prime surfaces scheduled to receive sealant. 31 October 96 08800 - 4 z ~ w QQ • � J U O 0 W 0 CO ILI J = F- W IL.j D. a . Z ~ F- 0 Z F- LU 0 0 C . w U. - Q . cu U= O z NOW WWI , z w re 2 00 co 0 cn w ; J N w gQ ±; _ z �. i- 0 w ~ 0 0 - .0 1— w w. —O .. Z. — I 0 ~' z A. Section Includes: z 1. Formed metal stud framing at interior partition locations. 2. Framing accessories. w - 6 U . B. Related Sections: C) 0 1. Section 06112 - Wood Blocking and Curbing: Rough wood blocking within stud co 0 framing. w = 2. Section 07210 - Building Insulation: Insulation within stud framing. CO LL 3. Section 09250 - Gypsum Board. 0 1.02 REFERENCES � a d A. American National Standards Institute /American Society for Testing and Materials 1- w (ANSI /ASTM): z I ..; 1. ANSI /ASTM A591 - Steel Sheet, Cold- Rolled, Electrolytic Zinc - Coated. z o Ill uj B. American Society for Testing and Materials (ASTM): m o 1. ASTM A525 - General Requirements for Steel Sheet, Zinc- Coated (Galvanized) p 92 by the Hot -Dip Process. o l— 2. ASTM C645 - Non -Load (Axial) Bearing Steel Studs, Runners (Track) and Rigid = c Furring Channels for Screw Application of Gypsum Board. '— u _ O 5 3. ASTM C 754 - Installation of Steel Framing Members to Receive Screw - Attached z Gypsum Wallboard, Backing Board, or Water- Resistant Backing Board. w C. Federal Specifications (FS): z z 1. FS TT -P -645 - Primer, Paint, Zinc - Chromate, Alkyd Type. D. Gypsum Association (GA): 1. GA 203 - Installation of Screw -Type Steel Framing Members to Receive Gypsum Board. PART 1 GENERAL 1.01 SUMMARY SECTION 09110 NON -LOAD BEARING METAL FRAMING E. Metal Lath and Steel Framing Association (ML /SFA): 1. ML /SFA Specifications. 1.03 SYSTEM DESCRIPTION A. Non -load bearing metal stud framing system for interior walls, with batt type acoustic insulation specified in Section 07210, and gypsum board specified in Section 09250. B. Maximum Allowable Deflection: 1/270 span. 310ctober 96 09110 - 1 '�NM^.�w.,r+n . t th, T ., e,•;J••v<a.'.. n,K 'V■44M!NHS!70Mt.'41.o'N1RRt"!- .4 ms +vrer-...rtnsny • C. Design system to accommodate construction tolerances, deflection of building structural members, and clearances of intended openings. 1.04 QUALITY ASSURANCE A. Perform work in accordance with GA 203 and ASTM C754. 1.05 SEQUENCING AND SCHEDULING A. Sequence work with other work directly affected by this Section. B. Coordinate work under provisions of Section 01039. C. Coordinate work of related Sections. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Acceptable Manufacturers: 1. AMS. 2. Inryco. 3. National Gypsum Co. 4. Knorr Steel Framing. 5. U.S. Gypsum Co. B. Substitutions: Under provisions of Section 01600. 2.02 STUD FRAMING MATERIALS A. Studs: ANSI /ASTM A591/C645, electrogalvanized, non -load bearing rolled steel, channel shaped, punched for utility access, as scheduled: 1. Width: 31/2 or 6 inches as indicated on drawings. 2. Thickness: 25 gauge except 20 gauge where indicated in ASTM C754. B. Runners: Of same material and finish as studs, bent leg retainer notched to receive studs with provision for crimp locking to stud. Ceiling runners with extended legs. C. Furring and Bracing Members: Of same material and finish as studs, thickness to suit purpose. D. Fasteners: GA 203. Self - drilling, self- tapping screws. E. Metal Backing: 20 gauge galvanized steel for reinforcement and backings of wall mounted items. Verify loads prior to installation of backing. 23 January 98 09110 - 2 to s;K." ?%•:..r rINI.,ThWI ,`T1'!g4c r IVI M42 """,160k,Rtn9±I z Iz W o J U 0 0 (/) w= J H N WO W ? . 52 a = W F— _ z � • O z �- O • (1) 0 H W w 11 0 ..z w D- i� O z F. Anchorage Devices: Drilled expansion bolts. 2.03 FABRICATION A. Fabricate assemblies of framed sections to sizes and profiles required; with framing members fitted, reinforced, and braced to suit Contract Document design requirements. B. Fit and assemble in largest practical sections for delivery to site, ready for installation. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that conditions are ready to receive work. B. Verify field measurements are as instructed by manufacturer. C. Verify that rough -in utilities are in proper location. D. Beginning of installation means installer accepts existing conditions. 3.02 ERECTION A. Align and secure top and bottom runners at 16 inches oc. B. Fit runners under and above openings; secure intermediate studs at spacing of wall studs. C. Install studs vertically at 16 or 24 inches oc as indicated on drawings. D. Connect studs to tracks using fastener method. E. Stud splicing not permissible. F. Construct corners using minimum three studs. G. Double studs at wall openings, door and window jambs, and not more than 2 inches each side of openings. H. Brace stud framing system and make rigid. I. Coordinate erection of studs with requirements of door and window frame supports and attachments. 23 January 98 09110 - 3 z Z 00 U)0 w CO LL w o u. W a . I- al z � F- 0 z �- U • 0 O N 0E- w W I - U IL P6 .. z. • = O z _.;..0.10..0...... o, w J. Align stud web openings. L. Blocking: Secure wood blocking to studs. 31 October 96 END OF SECTION K. Coordinate installation of bucks, anchors, and blocking with electrical and mechanical work to be placed in or behind stud framing. M. Refer to Drawings for indication of partitions extending to ceiling only and for partitions extending through ceiling to structure above. Maintain clearance under structural building members to avoid deflection transfer to studs. Provide extended leg ceiling runners. N. Coordinate placement of insulation in multiple stud spaces made inaccessible after stud framing erection. 3.03 TOLERANCES A. Maximum Variation From True Position: 1/8 inch. B. Maximum Variation of any Member from Plane: 1/16 inch. 09110 -4 END PART 1 GENERAL 1.01 SUMMARY 1.02 REFERENCES SECTION 09250 GYPSUM BOARD A. Section Includes: 1. Gypsum board. 2. Taped and sanded joint treatment. 3. Gypsum board accessories. B. Related Work: 1. Section 06112 - Framing and Sheathing. 2. Section 07210 - Building Insulation: Thermal and acoustic insulation. 3. Section 07900 - Sealants. 4. Section 08305 - Access Doors. 5. Section 09110 - Non -Load Bearing Wall Framing. 6. Section 09900 - Painting. A. American National Standards Institute /American Society for Testing and Materials (ANSI /ASTM): 1. ANSI /ASTM C36 - Gypsum Wallboard. 2. ANSI /ASTM C514 - Nails for the Application of Gypsum Wallboard. 3. ANSI /ASTM C630 - Water Resistant Gypsum Backing Board. 4. ANSI /ASTM C646 - Steel Drill Screws for the Application of Gypsum Sheet Material to Light Gage Steel Studs. B. Gypsum Association (GA): 1. GA -201 - Gypsum Board for Walls and Ceilings 2. GA -216 - Recommended Specifications for the Application and Finishing of Gypsum Board. 1.03 QUALITY ASSURANCE A. Applicator Qualifications: Company specializing in gypsum board work with 3 years documented experience. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Acceptable gypsum board system manufacturers: 1. Domtar Gypsum America, Inc. 2. Georgia Pacific. 31 October 96 09250 - 1 z w D: 0 0 ND co LL, J w 0 2 u_ Q. D _ °. w z = I- O. w ~ vC) o - C3 I.- ww 0 r- u. 6 z U S o E' z II' 26 January 98 ssAc..4.1 iv..l.: i44 - 3. National Gypsum Company. 4. U.S. Gypsum Company. B. Substitutions: Under provisions of Section 01600. 2.02 GYPSUM BOARD MATERIALS A. Standard Gypsum Board: ANSI /ASTM C36; 5/8 inch thick, maximum permissible length; ends square cut, tapered and beveled edges. B. Gypsum Face Panels: ASTM C 36. Long edges tapered and round or beveled. Type "X" gypsum core, 5/8 -inch thick or as indicated. D. Exterior Gypsum Soffit Board: Standard type, 5/8 inch thick, maximum permissible length; ends square cut, tapered and beveled edges. 2.03 ACCESSORIES A. Acoustical Insulation: Refer to Section 07210. B. Corner Beads: Metal. C. Edge Trim: GA 201 and GA216, type as required. D. Joint Materials: GA 201 and GA 216; reinforcing tape, joint compound, adhesive, water, and fasteners. E. Wall Channel: Aluminum end wall closure. Color shall match storefront. F. Sealants: Polyisobutylene Mastic, and Acrylic- Latex. G. Gypsum Board Metal Trim: 1. Material: 26 gauge galvanized steel. 2. External Corner Beads: U.S. Gypsum Dur -A -Bead Corner. 3. Edge Trim: U.S. Gypsum #200 Series to form corners and edges as required. 4. Control Joint: U.S. Gypsum Co. Control Joint No. 093 for use at all exterior canopy soffit joint conditions as shown on the drawings. H. Fasteners: Screws, ASTM C 646. I. Wall Texture: Smooth Finish. J. Ceiling Texture: Smooth Finish. K. Soffit Vents: Vented Drywall Channel Screed by Fry Reglet Corporation, or approved. Vented Drywall Channel to be similar to #PCS- 625 -V -300. Color shall be White, approved equal, or as selected by Owner and Architect. ."'4;4°17 vmraz-• �ena�M�� arr• ru. yn , 09250 - 2 L. Soffit Vent Insect Screen: Aluminum 18 x 14 insect mesh. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that site conditions are ready to receive work. B. Beginning of installation means acceptance of substrate. 3.02 GYPSUM BOARD INSTALLATION A. Install gypsum board in accordance with Uniform Building Code and manufacturer's instructions. B. Single layer standard gypsum board: Erect in most economical direction, with ends and edges occurring over firm bearing. C. Exterior gypsum soffit board: Erect perpendicular to supports, with staggered end joints over supports. D. Fasteners: 1. Use screws when fastening gypsum board to metal furring or framing. 2. Use screws when fastening gypsum board to wood furring or framing. 3. Use screws when fastening accessories. 4. Staples may only be used when securing the first layer of double layer applications. E. Joint Sealers: Treat cut edges and holes in moisture resistant gypsum board and exterior gypsum ceiling board with sealant. F. Control Joints: Place control joints consistent with lines of building spaces as indicated. G. Corner Beads: Place corner beads at external corners. Use longest practical length. Place edge trim where gypsum board abuts dissimilar materials. 3.03 JOINT TREATMENT A. Tape, fill, and sand exposed joints, edges, and corners to produce smooth surface ready to receive finishes. 26 January 98 09250 - 3 z z re ~ w 00 N w w m a w ' ( a. 1- Lk _. z � zc w ui U � o F w U V- Ili z 0 z !f B. Feather coats onto adjoining surfaces so that camber is maximum 1/32 inch. C. Erect in accordance with Contract Documents, reviewed Shop Drawings and manufacturer's instructions. 3.04 TOLERANCES A. Maximum Variation from True Flatness: 1/8 inch in 10 feet in any direction. 31 October 96 END OF SECTION 09250 - 4 END If PART 1 GENERAL 1.01 SUMMARY 26 January 98 SECTION 09900 PAINTING A. Section Includes: "'' 1. Surface preparation. Z 2. Interior and exterior painting and finishing. 1- z 3. Surface finish schedule. re LI 4. Color selection schedule. 6 D 00 B. Related Sections: co W 1. Section 05120 - Structural Steel. W i 2. Section 05500 - Metal Fabrication: Shop primed items. N LL. 3. Section 07120 - Fluid Applied Elastomeric Waterproofing. W o — 4. Section 07600 - Flashing and Sheet Metal. g 5. Section 07722 - Roof Hatches. u.. a 6. Section 08110 - Steel Doors and Frames. i a 7. Section 08305 - Access Doors. I-- i 8. Section 09250 - Gypsum Board. z I- _., I — 0 Z I– 1.02 REFERENCES Ill w D ❑ A. American National Standards Institute /American Society for Testing Materials o 2 (ANSI /ASTM): w 1. ANSI /ASTM D16 - Definitions of Terms Relating to Paint, Varnish, Lacquer, and 1 v Related Products. IL o z iii 1.03 DEFINITIONS o =. O H A. Conform to ANSI /ASTM D16 for interpretation of terms used in this Section. Z 1.04 SUBMITTALS A. Submit under provisions of Section 01300. B. Samples: Submit three samples 8 x 8 inch in size illustrating range of colors available for each surface finishing product scheduled, for selection. 09900 - 1 r�^_ ru+^, mwa� ;�Y•.:1+r,•r• = +w7x 1.4 n,^.!•.(elf ?tFF s4(„ ,t}4g;RV.Y.."A ??!?14..," `. MQ!4n.N! eer.++r r.ri++Mi 1.05 QUALITY ASSURANCE A. Applicator Qualifications: Company specializing in commercial painting and finishing with minimum three years documented experience, and approved by product manufacturer. B. Regulatory Requirements: Conform to applicable code for flame /fuel /smoke rating requirements for finishes. 1.06 DELIVERY, STORAGE, AND HANDLING A. Deliver products to site, store and protect under provisions of Section 01600. B. Deliver products to site in sealed and labelled containers; inspect to verify acceptance. C. Container labelling to include manufacturer's name, type of paint, brand name, brand code, coverage, surface preparation, drying time, cleanup, color designation, and instructions for mixing and reducing. D. Store paint materials at minimum ambient temperature of 45 degrees F and a maximum of 90 degrees F in well ventilated area, unless required otherwise by manufacturer's instructions. E. Take precautionary measures to prevent fire hazards and spontaneous combustion. 1.07 ENVIRONMENTAL REQUIREMENTS A. Provide continuous ventilation and heating facilities to maintain surface and ambient temperatures above 45 degrees F for 24 hours before, during, and 48 hours after application of finishes, unless required otherwise by manufacturer's instructions. B. Do not apply exterior coatings during rain or snow, or when relative humidity is above 50 percent, unless required otherwise by manufacturer's instructions. C. Minimum Application Temperatures for Latex Paints: 45 degrees F for interiors; 50 degrees F for exterior; unless required otherwise by manufacturer's instructions. D. Provide lighting level as required at substrate surface. 1.08 EXTRA STOCK A. Provide two gallon containers of each exterior and interior color to Owner. B. Label each container with color, room locations, and exterior location in addition to the manufacturer's label. 31 October 96 09900 - 2 • •'K5rm!' 4m.,KL . ' . c ` `SN;'GM: nt ,1\V os�n,V' ! i w vgs y S .�Y,", .f}'�6.Y^LVi'Ar �A >A1t R Y , }; n,'*!V1,wi2 Y15 r V y -Ji�p`�?.'IR, y�f'} ' .1 _.� . i"'i`„�'?'- °�'"4?'y?'m$' S:: r� aS. 7:..;.$" �. 2� _.`�1::.s._......i.,,.a`: " �__., a...]1r "_.,a... z ~ w . QQ � J 0 U0 y0 CD ILI J = (0 IL, w 2 g Q CO = I .w z � r- z I- w w 0 0 - o 0 LL- - o w Z — ▪ I O ~ z PART 2 PRODUCTS 2.01 MANUFACTURERS A. Acceptable Manufacturers: 1. Fuller - O'Brien Corporation. 2. Glidden Coatings and Resins. 3. Pratt & Lambert, Inc. 4. Sherwin Williams Company. 5. Miller Paint Co. 6. Rodda Paint Co. 7. Ameritone Paint Co. 8. Benjamin Moore Paint Co. B. Substitutions: Are not allowed C. Products for each general purpose shall be by single manufacturer. Do not use products by different manufacturers over one another, except for shop prime coats specified in other Sections. 2.02 MATERIALS A. Coatings: 1. Ready mixed, except field catalyzed coatings. Process pigments to a soft paste consistency, capable of being readily and uniformly dispersed to homogeneous coating. 2. Good flow and brushing properties; capable of drying or curing free of streaks or sags. B. Accessory Materials: Linseed oil, shellac, turpentine, paint thinners and other materials not specifically indicated but required to achieve finishes specified, of commercial quality. 2.03 FINISHES A. Refer to schedule at end of Section for surface finish and color schedule. B. Allow 15% extra paint, or as required, for deep tone colors. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that substrate conditions are ready to receive work as instructed by the product manufacturer. 31 October 96 09900 - 3 B. Examine surfaces scheduled to be finished prior to commencement of work. Report any condition that may potentially affect proper application. C. Do not apply finishes unless moisture content of surfaces are below following maximums as recommended by the manufacturer D. Beginning of installation means acceptance of existing substrate. � 3.02 PREPARATION A. Remove electrical plates, hardware, light fixture trim, and fittings prior to preparing M c.) o surfaces or finishing. w B. Correct minor defects and clean surfaces which affect work of this Section. w o w C. Shellac and seal marks which may bleed through surface finishes. _. J D. Impervious Surfaces: E v 1. Remove mildew by scrubbing with solution of tri- sodium phosphate and bleach. _ 2. Rinse with clean water and allow surface to dry. z 1- 1- 0 E. Gypsum Board Surfaces: W w 1. Latex fill minor defects. n o 2. Spot prime defects after repair. p 1- F. Galvanized Surfaces: i 0 1. Remove surface contamination and oils and wash with solvent. u . o. 2. Apply coat of etching primer. w z U � G. Concrete and Unit Masonry Surfaces Scheduled to Receive Paint Finish: i= 0 1. Remove dirt, loose mortar, scale, salt or alkali powder, and other foreign matter. z 2. Remove oil and grease with solution of tri- sodium phosphate; rinse well and allow to dry. 3. Remove stains caused by weathering of corroding metals with solution of sodium metasilicate after thoroughly wetting with water. 4. Allow to dry. H. Uncoated Steel and Iron Surfaces: 1. Remove grease, scale, dirt, and rust. 2. Where heavy coatings of scale are evident, remove by wire brushing or sandblasting; clean by washing with solvent. 3. Apply treatment of phosphoric acid solution, ensuring weld joints, bolts, and nuts are similarly cleaned. 4. Spot prime paint after repairs. 31 October 96 Cri"i?S '. jFmyti!!vrinnmyfrmt !ttw•- 09900 - 4 I. Shop Primed Steel Surfaces: 1. Sand and scrape to remove loose primer and rust. 2. Feather edges to make touch -up patches inconspicuous. 3. Clean surfaces with solvent. Prime bare steel surfaces. J. Interior Wood Items Scheduled to Receive Finish: --, 1. Wipe off dust and grit prior to priming. z 2. Seal knots, pitch streaks, and sappy sections with sealer. 11-: 3. Fill nail holes and cracks after primer has dried. W 4. Sand between coats. QQ J 0 0 K. Wood and Metal Doors Scheduled for Painting: Seal top and bottom edges with co 0 cu primer. w = _. VJ �. 3.03 PROTECTION w 0 A. Protect elements surrounding work of this Section from damage or disfiguration. a u_ co B. Repair damage to other surfaces caused by work of this Section. _ cy C. Furnish drop cloths, shields, and protective methods to prevent spray or droppings z 0 from disfiguring other surfaces. u D. Remove empty paint containers from site. o c o: f- . 3.04 APPLICATION H v f' A. Apply products in accordance with manufacturer's instructions. . z Cu w B. Do not apply finishes to surfaces that are not dry. o z C. Apply each coat to uniform finish. D. Apply each coat of paint slightly darker than preceding coat unless otherwise approved. E. Sand lightly between coats to achieve required finish. F. Allow applied coat to dry before next coat is applied. G. Where clear finishes are required, tint fillers to match wood. Work fillers into the grain before set. Wipe excess from surface. 31 October 96 v ercrr:eAsr°r, el7;+mL. +.;r eelien:cneeem•x^:up • 09900 - 5 w Z = 3.05 FINISHING MECHANICAL AND ELECTRICAL EQUIPMENT A. Replace identification markings on mechanical or electrical equipment when painted accidentally. B. Paint both sides and edges of plywood backboards for electrical and telephone equipment before installing equipment. C. Replace electrical plates, hardware, light fixture trim, and fittings removed prior to finishing. D. Paint all exterior exposed mechanical and electrical equipment color as selected by Architect. 3.06 CLEANING A. As Work proceeds, promptly remove paint where spilled, splashed, or spattered. B. During progress of Work maintain premises free of unnecessary accumulation of tools, equipment, surplus materials, and debris. C. Collect waste, cloths, and material which may constitute a fire hazard, place in closed metal containers and remove daily from site. 3.07 SCHEDULE - SHOP PRIMED ITEMS FOR SITE FINISHING A. Metal Fabrications, Section 05500 and Flashing and Sheet Metal, Section 07600. 3.08 SCHEDULE - EXTERIOR SURFACES A. Unit Masonry: 1. Provide finishes as described in Section 04220 - Unit Masonry and Section 07120 - Fluid Applied Elastomeric Waterproofing. B. Synthetic Plaster: 1. Provide finishes as described in Section 07240 - EIFS. C. Pavement Markings 1. Two coats yellow or white as indicated on drawings. D. Concrete 1. One coat primer sealer latex. 2. Two coats latex. E. Steel - Unprimed 1. One coat zinc chromate primer. 2. Two coats alkyd enamel, semi - gloss. 26 January 98 09900 - 6 .14,1,71,9,PWr..z?!tmir e!x„C�aww%` .rF. 5':4'Mc^. tS!t rtti°R?w. r. .Ytu, 4rgi!.6'r `,,!m41,7 6M z Z . 0 No wi am . N LL, w g Q = v w z± w ~ U � 0- 0 F- w w . U. o w z U = O z F. Steel - Shop Primed 1. Touch -up with zinc rich primer. 2. Two coats alkyd enamel, semi - gloss. G. Steel - Galvanized (not chain link mesh) 1. One coat zinc chromate primer. 2. Two coats Waterborne Acrylic Dryfall, semi - gloss. H. Aluminum - Factory Finish] 3.10 SCHEDULE - INTERIOR SURFACES COATING REQUIREMENTS A. Exposed Steel - Unprimed. 1. One coat zinc chromate primer. 2. Two coats latex, semi - gloss. B. Exposed Steel - Primed 1. Touch -up with original primer. 2. Two coats latex, semi - gloss. C. Gypsum Board 1. One coat latex primer sealer. 2. Two coats latex semi - gloss. 3.11 SCHEDULE - EXTERIOR COLORS See Drawings. * See Drawings For Specific Locations. 26 January 98 END OF SECTION 09900 - 7 END z z r • J 0 • 00 N 0 to w. w z: - U w J u. a: El2d w' 1- I • z � F- Z ~ ui 0 0. 0 E- w w U ro . z w . U = 0 z PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Louvers and frames. 2. Insect screening. 1.02 REFERENCES SECTION 10210 METAL WALL LOUVERS B. Related Sections: 1. Section 07600 - Flashing and Sheet Metal: Exterior wall cladding and finish. 2. Section 06112 - Framing and Sheathing: Supplementary framing for wall opening. 3. Section 07900 - Sealants. 4. Section 09900 - Painting: Field painting. A. American National Standards Institute /American Society for Testing and Materials (ANSI /ASTM): 1. ANSI /ASTM B221 - Aluminum -Alloy Extruded Bars, Rods, Wire, Shapes, and Tubes. 2. ASTM A526 - Steel Sheet, Zinc - Coated (Galvanized) by the Hot -Dip Process, Commercial Quality. 1.03 SYSTEM PERFORMANCE A. Fabricate louver to permit 70 percent free area. 1.04 SUBMITTALS A. Submit under provisions of Section 01300. B. Product Data: 1. Provide product data on preassembled louvers describing design characteristics, maximum recommended air velocity, free area, materials, and finishes. 1.05 QUALITY ASSURANCE A. Manufacturer: Company specializing in manufacture of louvers with minimum three years documented experience. 31 October 96 10210 - 1 z • Z 6 00 u) 0 . w = CO u_ w u. - d z � I-- 0 z I W uj O N oi-- w W I - . "- iui = . O H z PART 2 PRODUCTS 2.01 MANUFACTURERS A. Acceptable Preassembled Louver Manufacturers: 1. Airolite. 2. The Venilouver Co., Inc. 3. Ruskin. _ z B. Substitutions: Under provisions of Section 01600. w 2.02 MATERIALS - U0 c o A. Steel Sheet: ASTM A526, galvanized to G90 zinc coating. B. Fasteners and Anchors: Galvanized steel type, to suit specific application. w 0 2 2.03 ACCESSORIES g a' A. Insect Screen: 18 x 16 size aluminum mesh, set in frame. F w z = B. Primer: Zinc chromate, alkyd type. 0 z i-- W w. C. Flashings: Of same material as louver frame. 2 U N O- D. Sealants: Type specified in Section 07900. 01— i E. Hood: 24 Gage galvanized sheet metal hood. t-- u. 0 2.04 FABRICATION iu CO = 0 / A. Louver Size: 4 inches deep, face measurements as indicated. B. Louver Blade: Sloped at 45 degree; minimum material thickness of 22 gage, integral waterstops on blade. C. Louver Frame: Channel shape, mechanically fastened corner joints, material thickness of 18 gauge. D. Screens: Permanently install screen mesh in shaped frame with reinforced corner construction; screw to louver frame. 2.05 FINISHES A. Exterior Steel Surfaces: Shop coat of primer for field painting. Prepainted finish of color as selected. 31 October 96 10210 -2 CO toe PART 3 EXECUTION 3.01 EXAMINATION A. Verify that prepared openings are ready to receive work and opening dimensions are as instructed by manufacturer. B. Beginning of installation means acceptance of existing conditions. 3.02 INSTALLATION .., A. Install louver assembly in accordance with Contract Documents, reviewed Shop Drawings and manufacturer's instructions. B. Install louvers level and plumb. C. Secure louvers in opening framing with exposed fasteners. D. Align louver assembly to ensure moisture shed from flashings and diversion of moisture to exterior. E. Install insect screening to interior of louver. F. Install perimeter sealant in accordance with Section 07900. 3.03 ADJUSTING AND CLEANING A. Clean surfaces and components. 1s, B. Interior Steel Surfaces: Galvanized. C. Interior Surfaces and Screens: Galvanized. 31 October 96 END OF SECTION 10210 -3 END zzzvv.'St".w'"'.."f 2sy..rFt'... crm vas -rr:Nowsi AtfJ:tmn�.frxy i7 w•^.*X.*. 1°NMA X35 'V0.!Y S.y�rrtt r ev+.*.e , z F- w QQ � J U U co w 1— U) u. w 0 . Lk a. _ . z � z o O Ill D I—. U lL z ui CO ~ _ 0 F " z 26 January 98 PART 2 PRODUCTS SECTION 10441 ADDRESS SIGNS `^ PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Building Tenant Address numbers. B. Related Sections: 1. Section 08710 - Door Hardware. 1.02 DELIVERY, STORAGE, AND HANDLING A. Store and protect products under provisions of Section 01600. B. Store adhesive numerals tape at ambient room temperatures. 2.01 BUILDING ADDRESS NUMERALS A. Chartpak: Product 601201. B. Substitutions: Under provisions of Section 01600. C. Addresses: Die -cut vinyl adhesive backed; total thickness of 4 mil.; Characters formed to Helvetica style. Assume five (5) numbers for each storefront door. D. Size and Style: 6 inch high, upper case Helvetica. E. Colors: White. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that surfaces are ready to receive work. B. Beginning of installation means installer accepts existing surfaces. 10441 - 1 .. ar. revxr rr. 9.' l +!Si_`,•WAY+"^.tv'g+:SN+tFrkmek tli*,11+MyA'Mn! 141114; 7.7: "17Yfi47. '.A''smr.lamr•ma...wx+, z w ct 6 -.I C.) 00 CO 0 Ill CO I w J LL < . s a = z � I-0 Z �- w 2 o 0 O9 0 I- w ui z F- - . u. O w P I z 26 January 98 END OF SECTION ± w. 111 a 10441 - 2 END 3.02 INSTALLATION A. Install in accordance with manufacturer's instructions. B. Install signs after surfaces are finished, in locations as directed. Z C. Locate sign on center of glass, above each storefront door, level. w re 2 D. Clean and polish. UO . E. Comply with manufacturer's specifications and recommendations for the installation of ILI coo identification devices and with American's with Disabilities Act (ADA). = -- w w F. Install devices plumb, level and true to line. 2 gQ I. Apply building address numerals to outside face of aluminum header, centered above = d entrance doors. - I- w z � 3.03 CLEANING z o 2 ui A. Clean surfaces of identifying devices and surrounding surfaces. 0 o �' B. Remove protective coatings, if any. w w W Z Z stwnlrs�znF" "• : E48$l.e : !w ..4.. ,•. 5'^3tw'.: alt +� PON 1.02 REFERENCES N 0 w = A. American National Standards Institute /National Fire Protection Association N LL (ANSI /NFPA): w 0 1. ANSI /NFPA 10 - Portable Fire Extinguishers. 2 J B. American National Standards Institute /Underwriters' Laboratories, Inc. (ANSI /UL): N 1. ANSI /UL 711 - Rating and Fire Testing of Fire Extinguishers. w : C. Underwriters Laboratories, Inc. (UL): zI 1. UL 299 - Dry Chemical Fire Extinguishers. z ILI al 1.03 SUBMITTALS v 0 O - CI I- A. Submit under provisions of Section 01300. w w B. Operation and Maintenance Data: —u- 1. Submit under provisions of Section 01700. Cu z 2. Maintenance Data: Include test, refill or recharge schedules and _ re -certification requirements. 01— z SECTION 10522 FIRE EXTINGUISHERS, AND ACCESSORIES PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Fire extinguishers. w re 2. Accessories. 2 UO 1.04 QUALITY ASSURANCE A. Provide units conforming with ANSI /UL requirements. B. Regulatory Requirements: Conform to applicable code for requirements for extinguishers. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Acceptable Manufacturers: 1. Amerex. 2. J.L. Industries. B. Substitutions: Under provisions of Section 01600. 31 October 96 10522 - 1 31 October 96 2.02 EXTINGUISHERS A. Dry Chemical Type: UL 299, Cast steel tank, with pressure gage; Class A:B:C, Size 10. B. Locations: Provide extinguishers at locations as required by State and Local Building Officials. 2.03 ACCESSORIES A. Extinguisher Brackets: Formed steel, galvanized finish. 2.04 FABRICATION A. Pre -drill for anchors. PART 3 EXECUTION 3.01 EXAMINATION A. Prior to application of substrate, verify placement of adequate blocking for support of wall mounted items. 3.02 INSTALLATION A. Center fire extinguisher wall brackets 5' -0" above floor. Verify locations with Architect prior to installation. B. Secure rigidly in place. C. Place extinguishers on wall brackets. END OF SECTION 10522 - 2 END z w . rt JU U O ` to 0 . W w J CO 11. uj O. 2 gQ ± Z 1- 0 z1•- uj 0 O O N O 1- I ▪ 0 H 1= • O w z 0 z PART1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Prefabricated steel leveler. 2. Operating hardware. 1.02 REFERENCES SECTION 11161 DOCK LEVELERS B. Related Sections: 1. Section 03300 - Cast -In -Place Concrete: Concrete pit. 2. Section 09900 - Painting: Field painting of exposed steel members. 3. Section 11164 - Dock Seal. 4. Section 11165 - Dock Hood. C. Products Furnished but Not Installed Under This Section: 1. Section 03100 - Concrete Formwork. 2. Section 05500 - Metal Fabrications. A. American National Standards Institute (ANSI): 1. ANSI MH14.1 - Industrial Loading Dockboards (Ramps). 1.03 SYSTEM DESCRIPTION A. Dock Leveler: 1. Operation: Hydraulic. 2. Deck Width: 6 foot. 3. Deck Length: 6 foot. 4. Operating Range: 12 inches above dock level, 12 inches below dock level. 5. Projection: 18 inches. 6. Capacity: 25,000 Ibs. 1.04 SUBMITTALS A. Submit under provisions of Section 01300. B. Product Data: 1. Provide materials and finish, installation details, roughing -in measurements, operation of unit. 2. Manufacturer's Installation Instructions: Indicate special requirements. C. Shop Drawings: Indicate required opening dimensions, tolerances of opening 26 January 98 dimensions, perimeter conditions of construction. D. Operation and Maintenance Data: 1. Submit under provisions of Section 01700. 2. Operation Data: Provide operating instructions, identify unit limitations. 3. Maintenance Data: Provide unit maintenance information, lubrication cycles, spare parts manual. 1.05 FIELD MEASUREMENTS A. Verify that field measurements are as instructed by the manufacturer. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Acceptable Dock Leveler Manufacturers: 1. Kelley, Inc. 2. Rite Hite, Inc. 2.02 EQUIPMENT A. Leveler: 1. Model: 'Kelley' H606K.] 2. Model: Rite Hite 66 Series. 2.03 ACCESSORIES A. Bumpers Per Leveler: Two 12" x 15" x 4" thick. B. Attachment Hardware: Bolts and expansion shields. 2.04 SAFETY DEVICES A. Provide manufacturer's standard and optional safety devices as follows: 1. TOE GUARDS: Protect open sides of rising ramp with metal toe guards mounted flush with edges of ramp and projecting below ramp as follows: a. Over entire upper operating range of ramp. 2. CROSS TRAFFIC SUPPORT: Provide support of ramp at platform level in stored position with lip retracted by manufacturer's standard method. 3. MAINTENANCE STRUT: Provide integral strut for positive support of ramp in up position during maintenance of dock leveler. Provide rodent shield to close off plate when in normal position. 26 January 98 11161 - 2 is 2.05 CONSTRUCTION A. Provide manufacturer's standard dock leveler construction for type and capacity of units indicated, consisting of frame made of structural and formed steel shapes; and platform, including hinged lip, fabricated from non -skid steel plate. Design and fabricate assemble to withstand deformation during operating and stored phases of service for use intended. Chamfer lip edge to minimize obstructing wheels of material handiling vehicles. Include two dock bumpers attached to frame. 2.06 FINISH AND COLOR A. Abrasive skid - resistant ramp and lip surface. Galvanize (spray metalized) ramp, lip and frame. Provide manufacturer's standard baked enamel finish system. Paint toe guards yellow to comply with ANSI Z53.1 requirements and remainder of surfaces in manufacturer's standard color. 2.07 ACCESSORIES A. Equip units with manufacturer's standard as follows: 1. Night Locks: Provide manufacturer's standard means to prevent extension of lip and lowering of ramp when overhead doors are locked. 2. Side and Rear Weatherseals. 3. Foam insulation of ramps. 4. Two 'L' bumpers. PART 3 EXECUTION 3.01 EXAMINATION A. Verify existing conditions under provisions of Section 01039. B. Verify that rough -in opening is acceptable. 3.02 PREPARATION A. Provide pit frame and integral anchors for placement by Section 03100. 3.03 INSTALLATION A. Install dock leveler unit in prepared opening in accordance with Contract Documents, reviewed Shop Drawings and manufacturer's instructions. B. Set square and level. 26 January 98 11161-3 z ~ w et 2 J 00 0 wI U w w 0 g a co = w H z F. I— 0 z I- Lu 0 0 O- 0 H w ~ O . Z: w O H: z IV C. Anchor unit securely, flush with dock. Weld back of leveling dock to pit frame. Touch -up weld with primer. D. Coordinate dock bumpers, hood and seals. 3.04 ADJUSTING A. Adjust work under provisions of Section 01700. B. Adjust installed unit for smooth and balanced operation. 26 November 96 END OF SECTION Si.Xi.e.A i+'.tiL 'rir. aait� trial 2AN . r 11161 -4 END z w 00 N 0 -J • ' CO u. w 0 2 J. u. 5. z I- O z I 111 uj U O N ' 0 H W W ` • . u. 6 O ' .. z: W N . H y ` O z PART1 GENERAL SECTION 11164 DOCK SEAL 1.01 WORK INCLUDED: Provide compression door seals as indicated on drawings and specified herein. 1.02 RELATED SECTIONS: A. Section 11161 - Dock Levelers. B. Section 11165 - Dock Hoods. 1.03 SUBMITTALS A. Submit under provisions of section 01300. B. Shop Drawings: Indicated framed wall opening, dimensions and tolerances, adjacent construction and fittings required for anchorages, and anchor points. C. Manufactuerer's Installation Insturciton: Indicate special requirements. 1.04 OPERATION AND MAINTENANCE DATA A. Submit under provisions of Section 01700. B. Operation Data: Provide operating instructions, identify unit limitations. C. Maintenance Data: Provide unit maintenance information, lubrication cycles, spare parts manual. 1.05 FIELD MEASUREMENTS A. Verify that field measurements are as instructed by the manufacturer. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Dock Seal: Dock Seal shall be Frommelt Industries, Inc.'s Model TP- 901 -FP heavy duty foam fit dock pad with rain flap, tapered to match slope of truckwell and fitted to three sides of each receiving opening. Color to be black. B. Substitutions: No substitutions are allowed. 26 January 98 + Rrt'C 4�l A!` Si�FfS '��i7S Vt 7 K713C'?7"""'MS -'11 N7"4r /!'I'M Z 11164-1 yR if 2.02 LOADING LIGHT A. Loading Light: One (1) per door. To be heavy duty protective Tight head, mounted to 24" adjustable support arm. To include integral toggle switch on light head. Wiring to be internal ar support arm pivot point, and be three (3) wire grounded type, including plug. Kelley co., Inc. model K -1024 or equal. z PART 3 EXECUTION z �. z cc w 3.01 EXAMINATION 6 v 00 A. Verify existing conditions under provisions of Section 01400. w U J B. Verify that rough -in wall opening and anchors are acceptable, correctly sized, and u) w w aligned to tolerances. 2 3.02 ERECTION u. a co D = a A. Erect seal components in accordance with manufacturer's instructions. • -- I- i Z 1- B. Set plumb and level. Z I C. Attach anchors and fittings to prepared wall construction and opening frame. D (3 off' 3.03 ADJUSTING w W U A. Adjust work under provisions of Section 01700. u. r z . B. Adjust installed unit for smooth and balanced operation. 2 D. H 2 O 1- z 26 January 98 END OF SECTION r2.1.16 Z?Mmtl 1Tw!1M,,?wsrl€17.. t!K 9t ;k i ii me.}` *.ia L 11164 -2 END SAI PART1 GENERAL 1.01 WORK INCLUDED: Provide and install dock equipment where shown on Drawings and specified herein. 1.02 WORK SPECIFIED ELSEWHERE A. Section 11161 Dock Levelers. B. Section 11164 Dock Seal. 1.03 SUBMITTALS A. Shop Drawings: Submit product data and shop drawings for all dock equipment. Include plans, elevations, and large scale details. Show anchorages and accessory items. 1.04 APPROVED MANUFACTURERS A. Frommelt Industries, Inc. PART 2 PRODUCTS 2.01 DOCK HOOD SECTION 11165 DOCK HOOD A. Provide galvanized metal dock hood with 18 gauge. The projections will be a minimum of [24] inches beyond each door jamb, parallel to face of wall. dock hood to be Kelly Company Model MH -24. PART 3 EXECUTION 3.01 INSPECTION: Installer must examine the substrates and conditions under which the dock hood is to be installed and notify the Contractor in writing of conditions detrimental to the proper and timely completion of the work. Do not proceed with the work until unsatisfactory conditions have been corrected in a manner acceptable to the installer. 3.02 INSTALLATION: Install dock hood in accordance with contract documents, reviewed shop drawings, and manufacturer's instructions. Seal between hood and wall. 26 January 98 END OF SECTION 11165 - 1 END . i:' l.. r:/. LV�'s.:il4h+h�:4il'tX.te:/Y�::( .xY4xa4C tuWla.k� �. TZYy9YYlL:CLi? M:J.'lcT?S4!"'7'1"<'�re !ninw'.,,, . .1 , x W . /V r. .: n1 .'N1. 1,1 41 *!' A P:PNG! k'` 1 ' S;; 77 N:rt AW. M •uH+ww..9'+•na;W� z W 6 0 c w= J w LL a. i d . E _ z � H 0 Z I— W 0 0 - D E- I ^ E- O w Z E- _ O ~ z • • ' • ' . .• tAr7.11 • =11 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Parkway Supercenter Phase 11 TUKWILA, WASHINGTON STRUCTURAL CALCULATIONS KPFF PROJECT No. 99557.02 FEBRUARY 11, 2000 SUBMITTED T0: BENNER/STANGE & ASSOCIATES 5000 SW MEADOWS ROAD, SUITE 430 LAKE OSWEGO, OR 97035 SUBMITTED BY: KPFF CONSULTING ENGINEERS 111 SW FIFTH AVENUE, SUITE 2500 PORTLAND, OR 97204-3628 tuoo. o'& FEB 2 8 2000 REID MIDDLETON Z W 6 � , 00 CO W, W =: J H• W W O, 2 J . Y2 a = W AL Z w U 0 (6 = V• 1- Lk. c) ti Z o ' Z WM Consulting Engineers February 11, 2000 Mr. Terry Novak BennerlStange & Associates 5000 SW Meadows Rd., Suite 430 Lake Oswego, OR 97035 RE: Parkway Supercenter - Phase II Tukwila, Washington Dear Terry: Attached please find calculation sheets 1 through L22, dated February 11, 2000, which verify the structural adequacy of the Phase II building, as shown on drawings S0.1 through S6.2, dated February 11, 2000. Design was based on the requirements of the 1997 Uniform Building Code, as amended by the State of Washington. If you have any questions or require further information, please call. Sincerely, Ross Palmer Attachments (RPibd199557.02- calc- 2- 11 -00.doc] �„ :. 111 S W. Filth Avenue, Suite 2500 Portland, OR 97204 -3628 (503) 227 -3251 Fax (503) 227-7980 Seattle P..ortland San Francisco Los Angeles Irvine San Diego Phoenix z 6 0 0 CO C3 wI J N lu_ . w g Q, 22 d 1— _ z � o z I- 111 ui U� O o F `. ww mr - o • z . U N 0 z Description Page Number From To Structural Design Criteria 1 1 Roof Framing Design F1 F20 Foundation /Column Design FD1 FD15 Canopy /Miscellaneous M1 M11 Lateral Design L1 L22 PROJECT: KPFF PROJECT ENGINEER: KPFF JOB NO.: Parkway Supercenter Phase II Tukwila, Washington Ross Palmer 99557.02 STRUCTURAL CALCULATIONS INDEX z re � W 00, co o cn w; N LL w O' g LL Q ( z � • z o. U 0 w W; • ui z U cr2 •O =1 6 m —1 m : 0 , CJ C m m z 0 In i — c mc -7 1 0 In - n , t3 00 2 z Oo E 0 Z td 2 4 e j 1 '9 /4"■1' --- \ ( elO.A ") (Iv-. uv k..., A rraq cl . 3 .1 ) " a g -2 'd l' 4 sd o 16 (mews) c;1 s 0 °6 tvo GO 1.7d° r S t•r5c10 W ro? 116s _E• 'ON ClOr ONleeLIS OIDCI pewati --- 017 , 717 I/ oloa _n L-r A 9r71-71,,,s lua,0 uouopoi poloid sJaaul0u3 Builinsuoa uot3e TJ•Beam ' v5.42 Serial Number: 709049844 BEAMUSA 1001 1127/00 5:18:02 PM 'age 1 of 1 Build Code: 104 HIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0 Roof Slope: 0 Parkway typical 40' joist no drift 39" TJSTm OPEN WEB TRUSS @ 48.0" o/c SUPPORTS: 1 2x4 Plate 2 2x4 Plate DESIGN CQNTROLS: MAXIMUM 3503 32704 Shear(lb) Moment(ft-lb) f ive Defl.(in) Total Defl.(in) PROJECT INFORMATION No Project Information available DESIGN CONTROL 3503 3503 32056 42372 0.687 1.322 1.136 1.983 40' CONTROL Passed(100 %) Passed(76 %) Passed(U693) Passed(U419) OPERATOR INFORMATION: KPFF Consulting Engineers 111 SW 5th Ave. Portland, OR 97204 (503) 227-3251 (503) 227 -7980 Product Diagram Is Conceptual. All dimensions are horizontal. LOADS: Analysis for Joist Member Supporting SNOW Application. Loads(psf): 25 Live at 115% duration, 15 Dead, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(Ibs.) Floor(1.00) 0 375 5' Adds to REACTIONS(Ibs.) WIDTH JUSTIFICATION LiVE/ DEAD/ TOTAL DETAIL OTHER 3.50" Left Face 2000 / 1529 / 3529 2x4 Blocking 3.50" Right Face 2000 / 1246 / 3246 2x4 Blocking - Left support: Top-All, Approx. clip height 3.5 ", Approx. clip width: 5 ". Allowed choice(s): TOP (STANDARD) - Right support: Top -All, Approx. clip height: 3.5 ", Approx. clip width: 5 ". ABowed choice(s): TOP (STANDARD) LOCATION Lt end Span 1 under Snow Roof loading MID Span 1 under Snow Roof loading MID Span 1 under Snow Roof loading MID Span 1 under Snow Roof loading - Deflection Criteria: STANDARD(LL: L/360, TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design Toads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Not all products are readily available. Check with your supplier or TJM technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code UBC analyzing the TJM Commercial product listed above. - The open web truss analysis presented is approximate. All open web trusses are custom designed to carry the specific design Toads for each project. Actual truss capacity when fabricated is limited to that required to resist the specified loads. copyright 0 1999 by True Joist MacMillan, a limited partnership, Boise. Idaho, USA. TJSS and TJ- Beam^' are trademarks of Trus Joist MacMillan. TJ•Beamtm v5.42 Serial Number: 709049644 38" TJLTM OPEN WEB TRUSS @ 32.0" o/c BEAMUSA 1001 1/26/00 8:26:22 AM ' 1 of 1 Build Code: 104 ( *HIS PRODUCT MEETS OR EXCEEDS THE SET DESION CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0 Roof Slope: 0 J n; n 40' All dimensions are horizontal. LOADS: Analysis for Joist Member Supporting SNOW Application. Loads(psf): 25 Live at 115% duration, 15 Dead, and: SUPPORTS: TYPE CLASS Tapered(psf) Snow(1.15) Point(lbs.) Floor(1.00) 1 2x4 Plate 2 2x4 Plate DESIGN CONTROLS: MAXIMUM ;, Shear(Ib) 2682 Moment(ft-Ib) 23113 Live Defl.(in) Total Defl.(in) WIDTH JUSTIFICATION 3.50" Left Face 3.50" Right Face PROJECT INFORMATION No Project Information available LIVE DEAD LOCATION APPLICATION COMMENT 44 to 0 0 to 0 0 to 10' Adds to 0 375 35' Adds to DESIGN CONTROL 2682 2684 22656 24249 0.668 1.322 1.088 1.983 Parkway Supercenter typical Joist at large drift REACTIONS(Ibs.) LIVE/ DEAD/ TOTAL DETAIL 1873/846/2719 1380 /1129/2510 CONTROL Passed(100 %) Passed(93 %) Passed(U713) Passed(U438) OPERATOR INFORMATION: KPFF Consulting Engineers 111 SW 5th Ave. Portland, OR 97204 (503) 227 -3251 (503) 227-7980 Product Diagram Is Conceptual. OTHER 2x4 Blocking 2x4 Blocking - Left support: Top -Ali, Approx. clip height: 1.625 ", Approx. clip width: 7.18 ". Allowed choice(s): TOP (NO- NOTCH), TOP (U -CLIP) - Right support: Top -All, Approx. clip height 1.625 ", Approx. clip width: 7.18 ". Allowed choice(s): TOP (NO- NOTCH), TOP (U -CLIP) LOCATION Lt. end Span 1 under Snow Roof loading MID Span 1 under Snow Roof loading MID Span 1 under Snow Roof loading MID Span 1 under Snow Roof loading Copyright 0 1999 by True Joist MacMillan, a limited partnership, Boise, Idaho, USA. TJLT" and TJ -Beam ' are trademarks of Trus Joist MacMillan. - Deflection Criteria: STANDARD(LL: L/360, TL:U240). - Bracing(Lu): AII compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Not all products are readily available. Check with your supplier or TJM technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code UBC analyzing the TJM Commercial product listed above. - The open web truss analysis presented is approximate. All open web trusses are custom designed to carry the specific design Toads for each project. Actual truss capacity when fabricated is limited to that required to resist the specified Toads. Z ,._Z U0 U) CO la J F W �QQ LLQ w 0. = d . W Z = I— 0 LU ui U O N 0 I- W H H W Z O ~ Z *VW . TJ•Beam*" v5.42 Serial Number: 709049644 40" TJSTM OPEN WEB TRUSS @ 48.0" o/c BEAMUSA 1001 1126/00 6:14:13 AM " qe 1 of 1 Build Code: 104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0 Roof Slope: 0 1 n 40' All dimensions are horizontal. LOADS: Analysis for Joist Member Supporting SNOW Application. Loads(psf): 25 Live at 115% duration, 15 Dead, and: TYPE Tapered(psf) Point(lbs.) SUPPORTS: 1 2x4 Plate 2 2x4 Plate DESIGN CONTROLS: MAXIMUM 4000 34134 Shear(lb) Moment(ft-lb) Live Defl.(in) Total Defl.(in) CLASS LIVE Snow(1.15) 44 to 0 Floor(1.00) 0 PROJECT INFORMATION No Project Information available F3 Co;KAArfiaeiats TJ•Beam'' v5.42 Serial Number, 709049644 BEAMUSA 1001 1/27/00 5:08:19 PM ^+qe 1 of 1 Build Code: 104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0 Roof Slope: 0 All dimensions are horizontal. LOADS: Analysis for Joist Member Supporting SNOW Application. Loads(psf): 25 Live at 115% duration, 15 Dead, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Tapered(psf) Snow(1.15) 22 to 0 0 to 0 0 to 5' Adds to SUPPORTS; 1 2x4 Plate 2 2x4 Plate INPUT BEARING WIDTH LENGTH 3.50" 3,5" 3.50" 3.5" DESIGN CONTROLS: MAXIMUM 836 836 3535 Shear(lb) Reaction(lb) Moment(ft -Ib) Live Defl,(in) Total Defl.(in) DESIGN 825 836 3535 0.339 0,535 Parkway roof joist at 19' span and parapet snowanft 11.875" TJI ® /L65 JOIST @ 24.0" o/c JUSTIFICATION Left Face Right Face CONTROL 2214 2168 7487 0.619 0.929 19' REACTIONS(lbs.) LIVE/ DEAD/ TOTAL DETAIL 576 / 285 / 861 484 / 285 / 769 CONTROL Passed(37 %) Passed(39 %) Passed(47 %) Passed(U657) Passed(U417) PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available KPFF Consulting Engineers 111 SW 5th Ave. Portland, OR 97204 (503) 227-3251 (503) 227 -7980 Copyright ®1999 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. TJ•Beam"" is a trademark of Trus Joist MacMillan. TJI® is a registered trademark of Trus Joist MaoMIllan. Product Diagram is Conceptual. OTHER TJI® Blocking Panel TJI® Blocking Panel LOCATION Lt. end Span 1 under Snow Roof loading Bearing 1 under Snow Roof loading MID Span 1 under Snow Roof loading MID Span 1 under Snow Roof loading MID Span 1 under Snow Roof loading - Allowable moment was increased for repetitive member usage. - Deflection Criteria: STANDARD(LL: L/360, TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design Toads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Not all products are readily available. Check with your supplier or TJM technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code UBC analyzing the TJM Commercial product listed above. 1 z 6 U N 0 . U) 11J N W WO u. Q Na = W F- z 1-0 z W W U O - O 1— WW H H O w O� z T i?m ti i IOW , TJ -Beamn v5.42 Serial Number: 709049644 38" TJLTM OPEN WEB TRUSS @ 32.0" o/c BEAMUSA 1001 1/28/00 11:19:18 AM ^age 1 of 1 Build Code: 104 ( r THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0 Roof Slope: 0 \ \ % \ / / / \\ iii % \ N, %\ \ /N, // All dimensions are horizontal. LOADS: Analysis for Joist Member Supporting SNOW Application. Loads(psf): 25 Live at 115% duration, 15 Dead, and: TYPE Tapered(psf) Point(Ibs.) SUPPORTS: DESIGN CONTROLS: MAXIMUM DESIGN Shear(lb) 2505 794 Moment(ft -Ib) 23353 22430 Live Defl.(in) 0.685 Total Defl.(in) 1.144 CLASS LIVE DEAD LOCATION APPLICATION COMMENT Snow(1.15) 22 to 0 0 to 0 0 to 5' Adds to Floor(1.00) 0 375 36' Adds to REACTIONS(ibs.) WIDTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER 1 2x4 Plate 3.50" Left Face 1508 / 865 / 2372 2x4 Blocking 2 2x4 Plate 3,50" Right Face 1372 /1150/2523 2x4 Blocking - Left support Top -Ail, Approx. clip height 1.625 ", Approx. clip width: 7.18 ". Allowed choice(s): TOP (NO- NOTCH), TOP (U -CLIP) - Right support: Top -All, Approx. clip height 1.625 ", Approx. clip width: 7.18 ". Allowed choice(s): TOP (NO- NOTCH), TOP (U -CLIP) CONTROL 795 24363 1.356 2.033 Parkway option CONTROL Passed(100 %) Passed(92 %) Passed(U712) Passed(U426) 41' J) Product Diagram Is Conceptual. LOCATION Rt. end Span 1 under Snow Roof loading MID Span 1 under Snow Roof loading MID Span 1 under Snow Roof loading MID Span 1 under Snow Roof loading - Deflection Criteria: STANDARD(LL: L/360, TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - Shear capacity is based on a perpendicular to grain control at an intemal pin location. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Not all products are readily available. Check with your supplier or TJM technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code UBC analyzing the TJM Commercial product listed above. - The open web truss analysis presented Is approximate. All open web trusses are custom designed to carry the specific design loads for each project. Actual truss capacity when fabricated is limited to that required to resist the specified loads. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available KPFF Consulting Engineers 111 SW 5th Ave. Portland, OR 97204 (503) 227-3251 (503) 227-7980 Copyright 0 1999 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. TJLn and TJ -Beamn are trademarks of Trus Joist MacMillan. �s z W re 2 J U U O NO LIJ J = Ir U) u_ W O QQ u. = F. W Z � t- O ' Z F- W O U ON 0 I-- W W U u - O w U= 0 1— z Consulting Engineers Portland. Oregon Project it k Location y Client By a o p Date z ) Revised Date Sheet No. Job No. . 2— + _ 2— 0 I 3 o. 3 • 2_ • 17,6 PsF f0 4 7 35 2 PS. P 2' •••■•••• 3q 2 4 11-i 1 1 1 c-tleores ry 3 " 17 Co 39° c 36 "0 c_ , Bra Portland, Oregon Consulting Engineers Dt-vcy.e,f 2 - 7 Project r> ei..At CA-Jek-y Location Client 32" k. rP ,cv Bv R DP Dote 9 ( a Revised Date 3e 4 raw 38 " t o ALE zro CID Sheet No. F 7 Job No. • z 11 z re LI 0 0 w —J LL W uj —J D. a Z I— 0 Z W o 1- w I L - 0 z 0 D. o ingiw7eistAwstelve tJ•BeamTM v5.42 Serial Number: 709049644 BEAMUSA 1001 2/4/00 5:30:06 PM D9ge 1 of 1 Build Code: 104 ( THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0 Roof Slope: 0 SUPPORTS: 1 2x4 Plate 2 2x4 Plate DESIGN CONTROLS: MAXIMUM 3697 37016 Shear(lb) Moment(ft-Ib) Live Defl.(in) Total Defl.(in) PROJECT INFORMATION No Project Information available 38" TJSTM OPEN WEB TRUSS @ 48.0" o/c DESIGN CONTROL 3697 3691 36282 41217 0.912 1.322 1.345 1.983 Joist parallel to small snow drift 40' REACTIONS(Ibs.) WIDTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER 3.50" Left Face 2528 / 1200 / 3728 2x4 Blocking 3.50" Right Face 2528 / 1200 / 3728 2x4 Blocking CONTROL Passed(100 %) Passed(88 %) Passed(U522) Passed(U354) Product Diagram Is Conceptual. All dimensions are horizontal. LOADS: Analysis for Joist Member Supporting SNOW Application. Loads(psf): 25 Live at 115% duration, 15 Dead, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(psf) Snow(1.15) 6.6 0 0 to 40' Adds to - Left support: Top -All, Approx. clip height: 3.5 ", Approx. clip width: 5 ". Allowed choice(s): TOP (STANDARD) - Right support: Top -All, Approx. clip height: 3.5 ", Approx. clip width: 5 ". Allowed choice(s): TOP (STANDARD) LOCATION Lt. end Span 1 under Snow Roof loading MID Span 1 under Snow Roof loading MID Span 1 under Snow Roof loading MID Span 1 under Snow Roof loading - Deflection Criteria: STANDARD(LL: U360, TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Not al! products are readily available. Check with your supplier or TJM technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code UBC analyzing the TJM Commercial product listed above. - The open web truss analysis presented is approximate. All open web trusses are custom designed to carry the specific design Toads for each project. Actual truss capacity when fabricated is limited to that required to resist the specified loads. OPERATOR INFORMATION: KPFF Consulting Engineers 111 SW 5th Ave. Portland, OR 97204 (503) 227 -3251 (503) 227 -7980 Copyright m 1999 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. TJSTM and TJ- BeamTM are trademarks of Trus Joist MacMillan. Q H W U J = 1.- U) WO u. = W h- Z � 1- 0 Z 1— W jjj n O N. O I- W I1J I•-� O lll U o H O Z iS C1 TJ -BeamTM v5.42 Serial Number. 709049644 BEAMUSA 1001 2 /4/00 5:28:11 PM 38" TJSTM OPEN WEB TRUSS @ 24.0" o/c ^+qe 1 of 1 Build Code: 104 *THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0 Roof Slope: 0 All dimensions are horizontal. LOADS: Analysis for Joist Member Supporting SNOW Application. Loads(psf): 25 Live at 115% duration, 15 Dead, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(psf) Snow(1.15) 35.2 0 0 to 40' Adds to SUPPORTS: REACTIONS(lbs.) WIDTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER 1 2x4 Plate 3.50" Left Face 2408 / 600 / 3008 2x4 Blocking 2 2x4 Plate 3.50" Right Face 2408 / 600 / 3008 2x4 Blocking - Left support: Top -All, Approx. clip height: 3.5 ", Approx. clip width: 5 ". Allowed choice(s): TOP (STANDARD) - Right support: Top -All, Approx. clip height 3.5 ", Approx. clip width: 5 ". Allowed choice(s): TOP (STANDARD) DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 2983 2983 2983 Passed(100 %) Lt. end Span 1 under Snow Roof loading Moment(ft-lb) 29867 29275 42866 Passed(68 %) MID Span 1 under Snow Roof loading Live Defl.(in) 0.869 1.322 Passed(U548) MID Span 1 under Snow Roof loading Total Defl.(in) 1.085 1.983 Passed(U439) MID Span 1 under Snow Roof loading - Allowable moment was increased for repetitive member usage. - Deflection Criteria: STANDARD(LL: U360, TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Not all products are readily available. Check with your supplier or TJM technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code UBC analyzing the TJM Commercial product listed above. - The open web truss analysis presented is approximate. All open web trusses are custom designed to carry the specific design loads for each project. Actual truss capacity when fabricated is limited to that required to resist the specified loads. PROJECT INFORMATION No Project Information available Copyright ®1999 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA, TJST"' and TJ -Beamn are trademarks or Trus Joist MacMillan. Joist parallel to large drift at clerestory (first next to cle,.:story) 40' OPERATOR INFORMATION: KPFF Consulting Engineers 111 SW 5th Ave. Portland, OR 97204 (503) 227 -3251 (503) 227 -7980 Product Diagram Is Conceptual. Z ~ W r JU 00 N 0 . WI CO u. W 2 QQ LL? cn a 1— Z � I- O Z uj U CI O N 0 1— W W ' U 11 ll Z U = OF' Z TJ -Beamma v5.42 Serial Number: 709049644 BBAMUSA 1001 2/4/00 5:26:33 PM 38" TJS TM OPEN WEB TRUSS @ 36.0" o/c ^age 1 of 1 Build Code: 104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0 Roof Slope: 0 SUPPORTS: nb 40' All dimensions are horizontal. LOADS: Analysis for Joist Member Supporting SNOW Application. Loads(psf): 25 Live at 115% duration, 15 Dead, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(psf) Snow(1.15) 26.4 0 0 to 40' Adds to REACTIONS(Ibs.) WIDTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER 1 2x4 Plate 3.50" Left Face 3084 / 900 / 3984 2x4 Blocking 2 2x4 Plate 3.50" Right Face 3084 / 900 / 3984 2x4 Blocking - Left support: Top -All, Approx. clip height: 3.5 ", Approx. clip width: 5 ". Allowed choice(s): TOP (STANDARD) - Right support Top -All, Approx. clip height 3.5 ", Approx. clip width: 5 ". Allowed choice(s): TOP (STANDARD) DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 3951 3951 3951 Passed(100 %) Lt. end Span 1 under Snow Roof loading Moment(ft -lb) 39557 38774 41217 Passed(94 %) MID Span 1 under Snow Roof loading 'Live Defl.(in) 1.113 1.322 Passed(U428) MID Span 1 under Snow Roof loading Total Defl.(in) 1.438 1.983 Passed(U331) MID Span 1 under Snow Roof loading - Deflection Criteria: STANDARD(LL: L/360, TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Not all products are readily available. Check with your supplier or TJM technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code UBC analyzing the TJM Commercial product listed above. - The open web truss analysis presented is approximate. All open web trusses are custom designed to carry the specific design loads for each project. Actual truss capacity when fabricated is limited to that required to resist the specified loads. PROJECT INFORMATION No Project Information available Copyright @ 1999 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. TJSThI and TJ- Beam'" are trademarks of Trus Joist MacMillan. Joist parallel to large drift at clerestory OPERATOR INFORMATION: KPFF Consulting Engineers 111 SW 5th Ave. Portland, OR 97204 (503) 227-3251 (503) 227-7980 Product Diagram is Conceptual. 21 F'o Cfiegitovivaetwai Member Slope: 0 Roof Slope: 0 PROJECT INFORMATION No Project Information available Loading Dock Canopy TJ -BeamTM v5.42 Serial Number: 709049644 21" TJLTM OPEN WEB TRUSS @ 48.0" o/c Ft( BEAMUSA 1001 2/10/00 11:57:34 AM Page 1 of 1 Build Code: 104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED n 6 All dimensions are horizontal. LOADS: Analysis for Joist Member Supporting SNOW Application. Loads(psf): 25 Live at 115% duration, 15 Dead, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Tapered(psf) Snow(1.15) 22 to 0 0 to 0 0 to 5' Adds to Tapered(psf) Snow(1.15) 0 to 22 0 to 0 17' to 22' Adds to 22' OPERATOR INFORMATION: KPFF Consulting Engineers 111 SW 5th Ave. Portland, OR 97204 (503) 227 -3251 (503) 227 -7980 Product Diagram is Conceptual. SUPPORTS: REACTIONS(lbs.) WIDTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER 1 2x4 Plate 3.50" Left Face 1320/660 / 1980 2x4 Blocking 2 2x4 Plate 3.50" Right Face 1320 / 660 / 1980 2x4 Blocking - Left support: Top-All, Approx. clip height: 1.625 ", Approx. clip width: 7.18 ". Allowed cholce(s): TOP (NO- NOTCH), TOP (U -CLIP) - Right support: Top -All, Approx. clip height: 1.625 ", Approx. clip width: 7.18 ". Allowed choice(s): TOP (NO- NOTCH), TOP (U -CLIP) DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 1939 1939 1939 Passed(100 %) Lt. end Span 1 under Snow Roof loading Moment(ft-lb) 9943 9554 12663 Passed(75 %) MID Span 1 under Snow Roof loading Live Defl.(in) 0.306 0.722 Passed(U850) MID Span 1 under Snow Roof loading Total Defl.(in) 0.478 1.083 Passed(U544) MID Span 1 under Snow Roof loading - Deflection Criteria: STANDARD(LL: L/360, TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Not all products are readily available. Check with your supplier or TJM technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code UBC analyzing the TJM Commercial product listed above. - The open web truss analysis presented is approximate. All open web trusses are custom designed to carry the specific design loads for each project. Actual truss capacity when fabricated is limited to that required to resist the specified loads. Copyright m 1999 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. TJLTM and TJ -BeamTM are trademarks of Trus Joist MacMillan. . Z F- W re J U U CO CO W J CD IL WO 2 u_ co ? . I— ▪ W Z � I— O Z F- W U � O - 10 1— W W H H .. Z W U = 0 t-- Z Consulting Engineers Portland. Oregon GL e 0 ( tit ) 25) = 10)3 ,p z z f `7`f J p Gr i� 6, 4.- veLAh S .6- 8 er z Project Location Client 4 -t z o )( k S G('iCT j� d 4/2. (i,$) _ "730 — 7 1 10 p (Q )27 ply RD Dote - / 2_7 Revised Dote Sheet No. Job No. C a - p o v }-i o ✓1 'f- D Fe Rright+ = 76586 Rright- = 76586 Rleft+ = 26282 zero shear 2 15.06 Rleft- = 26282 Vcant face+ = 39699 Vinside face + = 36887 Vcant face- = 39699 Vinside face = 36887 Rmax dead = 76586 Rmax live = 0 Rmax = 76586 F'1= 650 (psi) min bear 1 = 17.5 (in.) Ls . an = 2162 MENELE Leant = 1043 0.0t, jj Lca = tallED F'b = 2162 (psi) +fb = 1043 (psi) ok -fb = 1011 (psi) ok Location: Beam System Configuration: Cantilever Span Data: Loads: Cantilever Beam Data: braced ? • : :.,,..:. <..• <woodd >rdp dead s< (ft) (ft) (iterate) (ft. total) live Timber Beam System 'Y »»: » » )Y Y: •>. $' i.•• S )S $»)» )$) >5> »• »5)Yi•S$ >Wi) >Y% > % %•.• TYi >.. >) % >'•••.v>� %Y ) ) >'• $S •Y• SYY)• T Rleft Lspan (psi) (psi) (psi) (duration) (moisture) (temp) (psi) (DIM /BSPT /GULVUPSULSL) na (size -sawn only) (for C, Western/Southern) (flat use) (incising) (repetitive) (curvature) (form) (shear) (bearing) (yes /no) (3.3.3 pp. 16) (in.) (see table 3.3.3) (in.) (in.) (check Leff again) T Rnght Lcant +simple Simple Calculations: (for cant beam only) 1997 NDS +Mmax = -Mmax 197921 191950 C„or(C p = I 0.8518 Rh = F *b = E' = Fbe = Fbe /F *b = 14.05 2760 1800000 3991 1.45 ok <50 C = 0.920 Sx = 2278.131 (Ib) (Ib) (Ib) (ft) (from Rleft) (Ib) (Ib ft) (Ib -ft) (volume or size BSPT) (psi) (psi) (psi) (in. ^3) (EQ 3.3 -5) (EQ 3.3 -6) I= 13 (Ibs) (Ibs) (Ibs) (Ibs) (max d +I) F'v = fv= 189.8 196.0 (psi) (psi) no good (Ibs) (for right (Ibs) column (Ibs) design) z w re 2 J U O 0 CO w= H CO W w u - = a . 1- W Z = Zo W W U � O N OH W W I-- I L O w z U= O ~ z ,uniform dead = 0.493 Duniform live = 0.685 epoint dead = 0.000 epointlive = 0.000 op +w +m dead= 0.493 ip +w +m live = 0.685 Motel d +I = 1.177 F'1= 650 (psi) min bear I = 6.9 (in.) Rb = na ok F *b = 2760 (psi) (psi) (psi) E' = 1800000 Fbe = na Fbe /F *b = na Location: Beam Data: Fv = Man, F1= ') Cp = eti .iii:$. "•kr$ • CMS IFIREEID T C = E CF DIM = x= Cfi. C C e C = Cr = CH = Cb= L= braced ? Kbe = Leff = b= Loads: :: I T3 Wact = Pact = Mact = <woodd >rdp dead (in.) (in.) (in.) live Ob. /ft.) (Ib.) (lb-in) (psi) (Psi) (psi) (duration) (moisture) (temp) (psi) (DIM /BSPT /GULVUPSULSL) na use 1 (size -sawn only) (for C„ Western /Southern) (flat use) (incising) (repetitive) (curvature) (form) (shear) (bearing) (ft.) (see below for Leff) (yes /no) (3.3.3 pp. 16) (see table 3.3.3) (check Leff again) Beams Calculations: IC, or (Cr esPT) =1 0.8294 CL 1.000 F'b 22891 Ix = Sx = fb (w) = or fb (P) = or fb (w +p +m) = 26244.00 1458.00 2137 0 21371 (psi) 1 ok 1 F'v fv= 189.75 185.8 (psi) ok 1 Vibration: kf = f = 4.461 rec. max 4000 theat. 16000 office Agil 1997 NDS (volume or size BSPT) (psi) (in ."4) (in. ^3) (psi) (psi) (in) (in) (in) (in) (in) (in) (in) (psi) cps 2851(k/in-sec) ISENA (EQ 3.3 -5) (EQ 3.3 -6) L/ 840 604 #DIV /01 #DIV /bl 840 604 352 10 min. } z _ I- Z w 6 00 U) 0 CO N � uj 0 g? co � w z= F- 0 w ~ 2 ON 0 H W W H- L k"z w = z Vcant face+ = 40135 Vinside face+ = 34938 Vcant face- = 40135 Vinside face r = 34936 Vcant face+ = 39847 Vinside face+ = 34576 Vcant face- = 39847 Vinside face I = 34864 Rright+ = 75071 Rright- = 75071 Rieft+ = 74711 zero shear @ 19.81 Rleft- = 74711 +Mmax = 170834 -Mmax left = 177423 -Mmax right = 178863 Rb = 14.05 ok <50 i F *b = 2760 (psi) E' = 1800000 (psi) Fbe = 3991 (psi) Fbe /F *b = 1.45 ok F'b = 2128 (psi) +fb = 900 (psi) ok -fb left = 935 (psi) ok -fb right = 942 (psi) ok F'v = 189.8 (psi) fv left = 196.8 (psi) no good fv right = 198.2 (psi) no good [\ Location: Beam System Configuration: Span Data: Lcant +simp = Lcant = INNAM C SC yrkkkikr k< Lspan = Lcant = Lcant +simp = #` Loads: w= Cantilever Beam Data: dead Fb = Fv = CD = C = C = E_ Type = CF DIM = x= Cf _ CI = C = C = Cf = CH = C braced ? Kbe = Leff = b= d= ANA: y . • {`�.',.:; { •: W?;:iki • yF \y��'k2kkti � y yy `Si:y:'y5nii\<A �L {+r t •. , Tri FI <woodd >rdp z � r w QQ JU 00 0 w= � w L Q cn =a � w = ZO w w 0 O N w u- w z U= 0 z Rmax dead r = 75071 Rmax live r = 0 Rmax r = 75071 Rmax dead I = 74711 Rmax live I = 0 Rmax I = 74711, F'1= 650 (psi) min bear 1= 17.0 (in.) min bear 1= 17.1 (in.) Location: <woodd >rdp Timber Beam System r�. .. x ... � c y .:,. .:.. ... �t s:.rri Calculations cont: (left) (right) (ills) (for right (lbs) column (lbs) design) (lbs) (for left (Ibs) column (lbs) design) F-16 16 z re 2 00 (no W = ' J H . W 0: Q ; = cy I- al z I-O Z I. U u) 0 � ' � H W W' H U H ; — LI- O . . z ; va H , O z Auniform dead = 0.517 euniform live = 0.718 opoint dead = 0.000 Opointlive = 0.000 pp +w +m dead= 0.517 ep +w +m live = 0.718 etotal d +I = 1.235 F'1= 650 (psi) min bear I = 7.2 (in.) Rb = na ok 1 F *b = 2760 (psi) (psi) (psi) E' = 1800000 Fbe = na Fbe /F *b = na Location: Beam Data: U e lt'iI.: 1's t RM al u w } Q?2222�• a• tiY >• 4 MCI" •'r%{2 I" SEMI Lif3 T CF Fb = Fv = CD = Ct = E_ x= C C Kbe e DIM b Ci = C = Cf CH = C, b = L= braced ? Leff = Loads: dead <woodd >rdp mss s; an• V` ^ sF:1r �. (psi) (psi) (psi) (duration) (moisture) (temp) (psi) (DIM /BSPT /GULVUPSULSL) na use 1 (size -sawn only) (for C„ Western/Southern) (flat use) (incising) (repetitive) (curvature) (form) (shear) (bearing) (ft.) (see below for Leff) (yes /no) (in.) (in.) (in.) live K Wact = Pact Mact = (3.3.3 pp. 16) (see table 3.3.3) (check Leff again) (lb./ft.) (Ib.) (lb-in) Beams May R eettho n Io ie connccFot 17 2)= 317100 1b.3 17 5: 1-IC 7- R w / (3) ROTATto, POUTS Calculations: C, or (C Bs p• r ) = 0.82251 C L _ 1.0001 F'b 22701 Ix = S x = fb (w) = or fb (p) = or fb (w +p +m) = 29663.09 1582.03 2144 01 21441 (psi) ok F'v = fv= 189.75 186.1 (psi) 1 ok Vibration: . :�`.�^ ,'. �� f 4.351 kf = rec. max 4000 theat. 16000 office 1997 NDS (volume or size BSPT) (psi) (in. ^4) (in. ^3) (psi) (psi) (in) (in) (in) (in) (in) (in) (in) (psi) cps 2771(k/in -sec) (EQ 3.3 -5) (EQ 3.3 -6) L/ 836 601 #DIV /0! #DIV /0! 836 601 350 10 min. 1 l7 z ~ w JU 00 wI 2 u- W 2 u _ w = a W z = H t-- 0 z 0 co 0— 0H wW z ui U= O z Vcant face+ = 29325 Vinside face+ = 25526 Vcant face- = 29325 Vinside face r = 25526 Vcantface+ = 29115 Vinside face+ = 25263 Vcant face- = 29115 Vinside face I= 25474 Rright+ = 54851 Rright- = 54851 Rieft+ = 54588 zero shear @ 19.81 Rleft- = 54588 +Mmax = 124821 -Mmax left = 129636 -Mmax right = 130688 Rb= 12.31 ok <50 I F*b = 2760 (psi) E' = 1800000 (psi) Fbe = 5206 (psi) Fbe /F*b = 1.89 ok F'b = 2261 (psi) +fb = 1119 (psi) ok -fb left = 1162 (psi) ok -fb right = 1171 (psi) ok Fly = 189.8 (psi) fv left = 187.5 (psi) ok fv right = 188.9 (psi) ok Location: :` Y• •• E > <f «; < a< <; •< < E < • E t < , s� F E < f<, #�. :? yR# % ; :� tr j' Nibs` >Y•` i {r # `` •:; �, f } ? ' , ;d #E <. <Ff( . 3' »»s >�mr. ' 3»f ` iin>.:aa :. )n J xieMM »s; ns: »s• i�3>i J Yn .' ' ` F3 ae : Mtg }�i3i3>`.SFi ?s�i ddijii J 55,4». Beam System Configuration: simple Span Data: Loads: }Y % i % `; (ft. total) (left) (ft) (iterate) (ft) (ft) (iterate) (ft. total) (right) dead live w Cantilever Beam Data: Fb = Fv = C = C = C = E_ Type = CF DIM = x= Cfu = C C _ C C 'f C Cb = braced ? Kbe = Leff = b= d= �AzyM %<Y NORM • • iT { } *��2+r2i C • • Fl = <woodd >rdp + !,' Fr a z F C w QQ J U U U W J N LL w gQ d =w H z � 1- 0 Z 1— w w U O - oF- w L Z U = O z Rmax dead r = 54851 Rmax live r = 0 Rmax r = 54851 Rmax dead I = 54588 Rmax live I = 0 Rmax I = 54588 F'1= 650 (psi) min bear I = 12.4 (in.) min bear I = 12.5 (in.) Location: <woodd >rdp Timber Beam System .. .... . • Vi i.. 'n . • ingtow Calculations cont: (left) (right) (Ibs) (for right (Ibs) column (Ibs) design) (Ibs) (for left (Ibs) column (Ibs) design) Frei z w o: 2 00 U ° w= J H•: U LL w o u_ co o = w ' z � 1= z 1— 0 N ° 1— U.1 w Z 1— F U. 0 . .z . w _ ' 0 F. z Auniform dead = 0.639 Duniform live = 0.884 point dead = 0.000 Apointlive = 0.000 ep +w +m dead= 0.639 Ap +w +m live = 0.884 Ototal d +I = 1.523 F'1= 650 (psi) min bear 1 = 5.2 (in.) Rb = na ok F *b = 2780 (psi) (psi) (psi) E' = 1800000 Fbe = na Fbe /F *b = na Location: braced ? Kbe = Leff = b= Loads: dead <woodd >rdp Beams live Wact = Pact Mact (psi) (psi) (psi) (duration) (moisture) (temp) (psi) (DIM /BSPT /GULVUPSULSL) na use 1 (size -sawn only) (for C, Western /Southem) (flat use) (incising) (repetitive) (curvature) (form) (shear) (bearing) (ft.) (yes /no) (see below for Leff) (3.3.3 pp. 16) (see table 3.3.3) (in.) (in.) (in.) (check Leff again) (lb. /ft.) (Ib.) (lb-in) Calculations: [C„ or (C, BSPT) = 0.83701 CL _ 1.000 F'b = 23101 Vibration: f = 3.921 kf = rec. max 4000 theat. 16000 office 1997 NDS (volume or size BSPT) (psi) Ix = Sx = fb (w) = or fb (p) = or fb (w +p +m) = 17581.43 1116.28 2220 of 22201 (psi) I ok (in. ^4) (in. ^3) (psi) (psi) (in) (in) (in) (in) (in) (In) (in) 1481(k/in -sec) (EQ 3.3 -5) (EQ 3.3 -6) L/ 676 489 #DIV /0 ! #D /0! 676 489 284 F'v = fv = 189.75 161.9 (psi) (psi) 1 ok cps 10 min. I F20 z z �w 00 N 0 w = H u. w 2 LL Q CO = i .. w z � H Z i— ww 0 co 0 — c — w w 1- 0 u. O ui U= 0 1 ' z ErM Consulting Engineers Portland, Oregon Project 1 Location Date Client By 1 Date Revised Dote Sheet No. FD Job No. Go LvMAS 4AJD FOO D(RTWA(s C. IL vv. ✓ns +y P e g 9 r� eQ 2. 4" Li } y p t1A� �o' P C0 (uw„nS 3 7.O( k;p3 4 -1 '-11 S ( <Ips 767 . (o k : Os U TS Q x X �Iy s pfP (...Lo S Pot Ccoc)viCCLc.. rcpv, S ( A Go`vruu G- R0(..)a.5 0 �. = 3 P 3, 7 5.i 4 7P P C ; G9 G )c TS GxG x /K 7V 3 6-1 C.+ Q 4 rl 7 z Z 00. N o w =; J F.. � LL • W O u_<, U H = Z � 111 uj. HO Z I-. U 0 • O (; D H. W W . H �: L I O uj o � z 12111 Consulting Engineers Portland, Oregon Project Pc r le le Location r-01.A.:ke V Client By R D Dote 1 7 a t Revised Dote Sheet No. F02 Job No PO L rL c.r 14 (‘ / g 4- 1 I 0 O. (0 4- 13 Q) (I, y- it! 5 ricQ D q.s P c-L 9r'°1' G 2 3. o Pc-c- = 37 5" 4 1 s4 6 ‘ r L.3 v Wp.s: 2 5 3 ( faionsamomms_gstmemumn(1194) resmeeszta vea. evetwAtremlo!MernIMMILAVitem +Vc = 10.1 Vu hi = 8.9 Vu B = 8.9 aB= 0.863 4MnB= 101.8 Mu B = 66.7 a N = 0.719 44/In N = 85.5 Mu N = 66.7 fbplB= 25.5 fbplN= 25.5 Fp conc = 2.1 fp bs pl = 0.53, fp soil max =' 2.28 fp soil min = 2.28 D 3 z ~w o: UO U) �w w u Q z d. 1—w z � � w ~ w U � 0 �_ H w W H- O pi ui UN co- 4Vc = 10.1 Vu N = 7.8 Vu B = 7.8 a N = 0.822 4MnN= 85.0 Mu N = 43.3 a B = 0.986 EpMnB= 101.1 Mu B = 43.3 fbplB= 20.1 fbplN= 20.1 Fp conc , = 2.1 fp bs p1 = _ 0.42 fp soil max = 2.33 fp soil min = 2.33 '� z w Q � J U 0o co 0 w= � LL uj 1-w z f- O w ~ U � o I wW H- " - - o z w U= O ~ z aB= 0.986 4MnB= 101.1 Mu B = 44.3 4Vc = 10.1 Vu N = 7.9 Vu B = 7.9 a N = 0.822 4Mn N = 86.0 Mu N = 44.3 fbplB= 20.6 fbpIN= 20.6 Fp conc = 2.1 fpbspl= 0.43 fp soil max = 2.39 fp soil min = 2.39 Location: Data: f'c = wconc = b column = d column = As column = L foot = ecc L = B foot= ecc B = thick foot = d= As trans = Loads: Develo dead P axial = wcausfami ent Data: pm = p = Longitudinal Bars: Id no hook = Id w /hook = 32.9 16.4 Transverse Bars: Id no hook = Id w /hook = 32.9 16.4 <foundd >rdp SIS 1.) ) »)) .>Y.A' ) S YA> • Yd >'i.>>Y. 1111• SS)i h. (ksi) (ksi) (ksi) (pc0 (in) (in) (in "2) (in) (in) (N > =B) (in) (ft) (ft) (load ecc to center) (ft) (ft) (load ecc to center) (in) (in) (in ^2) /bar (in) (in^2)/bar (in) (ref 11.12.2.1 ACI) (ksf) live (in) (in) (in) (in) (kips) >8 in min >min >8 in min >min Spread Footing F , < o � .� <�t a ...•w�yr< :.. < } . f£ arc t� t��s Y dd ii.Si /tril. >� >Y.'", >•j'fi�SH>i ,Atel a) > Iik:ag'� mn >3>SfS ii. Bending: Service Calculations: A bs p1 = A conc = 144 27.5825 1 fp bearing = 1 11.041 Ultimate Calculations: As long = As min = 2.20 1.89 As trans = As min = 2.64 1.89 Fpu soil = 3.731 One Wav Shear: Two Way Shear: pc = bo = 1 84 �Vc = Vu = 140.8 91.5 (in "2) (ftA2) (ksf) (ksf) (ksi) (ksi) (ksi) (ksi) (ksi) (in ^2) (in"2) (in ^2) (in "2) (ksf) (in) (k -ft) (k -ft) (in) (k -ft) (k -ft) (kips) (kips) (kips) (in) (kips) (kips) ok ok ok ok <.75Fy ok <.75Fy ok <.9Fy I ok ok ok 1 ok ok ok ok F 5 z w re 2 JU 00 co 0 w F- �w ill g Q =d I- w z � H w ~ w 0 o �_ ff w W u' O w Z - I 0~ z a N = 0.719 4MnN= 85.5 Mu N = 65.5 a B = 0.863 EpMnB= 101.8 Mu B = 65.5 ¢Vc = 10.1 Vu N = 8.7 Vu B = 8.7 fp soil max = 2.24 fp soil min = 2.24 fbplB= 25.0 fb pl N = 25.0 Fp conc = 2.1 fp bs pi = 0.62 Location: Data: f 'c = F rebar = F bs . i = wconc = b column = d column = As column = Bbs •1= N bs t bs pl = L foot = ecc L = B foot= ecc B = thick foot = d= As lo ,_ uantit = dbar long = As trans = uantit dbar trans = as= Fp soil all = Loads: Development Data: a= 1 Longitudinal Bars: Id no hook = Id w /hook = 32.9 16.4 Transverse Bars: <foundd >rdp dead id no hook = Id w /hook = 32.9 16.4 (in) (inA2)/bar live (in) (in) (in) (in) «« « IfitSC 4 (in) (ref 11.12.2.1 ACI) : > (ksf) (ksi) (ksi) (ksi) (pcf) (in) (in) (inA2) (in) (in) (N > =B) (in) (ft) (ft) (load ecc to center) (ft) (ft) (load ecc to center) (in) (in) (inA2)/bar (kips) >8 in min >min >8 in mind >min Spread Footing c ; { < < < c a < c < c < e • < < ` F ; � s,;s3y<EE tt M {, A 3tpfq s '`s ✓` i EFEEE '<c<:# < , E c< si A 4> >ssa n , » ns i .ss s•.a < n s�i .v,.. Y.s•. sr3."iiaei :s .iii .wf�ir. + isi y in ` sM °s Ma. 4 is) S Service Calculations: A bs p1 = A conc = 144 36 } fp bearing = ( 13.431 Ultimate Calculations: Bending: As long = Asmin= 2.20 2.16 As trans = As min = 2.64 2.16 1 Fpu soil = 3.49 One Way Shear: Two Way Shear: pc = bo = 1 84 4Vc = Vu = (inA2) (ftA2) (ksf) (ksf) (ksi) (ksi) (ksi) (ksi) (ksi) (in ^2) (inA2) (inA2) (inA2) (ksf) (in) (kit) (k -ft) (in) (k -ft) (k -ft) (kips) (kips) (kips) (in) 140.81 (kips) 115.11 (kips) ok ok } ok ok <.75Fy ok <.75Fy 1 ok <.9Fy ' ok ok ok 1 ok ok ok ok } " z w or U CO 0 w= F- ?w w = w F— z � � Z i-- w 2 o U ON 0H w LLO ui nu 1-- O z a B = 0.768 4Mn B = 72.1 Mu B = 30.4 +Vc = 10.1 Vu N = 6.8 Vu B = 6.8 a N = 0.768 4Mn N = 72.1 Mu N = 30.4 Fp conc = 2.1 fpbspl= 0.34 fb pI B = 16.4 fbplN= 16.4 fp soil max = 2.33 fp soil min = 2.33 Location: Data: As column = 4 t bs • 1 =xi; L foot = 41$41.1 • eccL = B foot =, eccB= thick foot = '� As ion. _ � :« dbar Ion • _ 9'7 73 As trans =( dbar trans = X7 as = NE. F• soil all = .t Loads: dead Develo f ment Data: Longitudinal Bars: Id no hook = Id w /hook = 27.4 13.7 Transverse Bars: Id no hook = Id w /hook = 27.4 13.7 <foundd >rdp t t < < n : f' t , tft < < . �« < S < 5E EE a ` i ; E�� < � } < r, a <fa 'fi '� ,°. �� 4§A Ea r `] � Ei o f fi �, g e , $..; W ins. »s sS »», f sr >; s »i $ :Y iii, iia ti:?lti #i »:ii �:�:3n:t3sY:ifif*`.s3f i> r y �fa °J,C >li > s v)hnY•ir n`ii, »a f. . '.�••. � •• 1 9 �S.n� t . '� �.: � "���K•�� ff � f � i i;, 'i ",. r � ��fa3f 3aS s Si"sYi (ksi) (ksi) (ksi) (pcf) (in) (in) (in "2) (in) (in) (N > =B) (in) (ft) (ft) (load ecc to center) (ft) (ft) (load ecc to center) (in) (in) (in "2) /bar (in) (in ^2) /bar (in) (ref 11.12.2.1 ACI) (ksf) live P axial Ut i< " fuv. (in) (in) (in) (in) (kips) >8 in min >min >8 in min >min Spread Footing Service Calculations: Ultimate Calculations: Bending: Abspl= A conc = 144 22.5625 1 fp bearing = 1 8.781 As long = As min = 1.86 1.71 As trans = As min 1.86 1.71 Fpu soil = 3.64 One Way Shear: Two Way Shear: Rc = bo = 1 84 4Vc = Vu = 140.8 70.9 ' (in"2) (ft" (ksf) (ksf) (ksi) (ksi) (ksi) (ksi) (ksi) (in "2) (in "2) (in"2) (in"2) (ksf) (in) (k -ft) (k -ft) (in) (k -ft) (k -ft) (kips) (kips) (kips) (in) (kips) (kips) FT 7 ok ok ok ok <.75Fy ok <.75Fy I ok <.9Fy ok 1 ok ok ok ok ok z z re w 6 00 CO � w J D. a 1- w Z = F- 0 Z ~ uj U� N o ff w H� u- O w z = O ~ z 4 Vc = 10.1 Vu N = 7.1 Vu B = 7.1 a N = 0.822 (IMnN= 85.0 Mu N = 39.5 a B = 0.822 (IMn B = 85.0 Mu B = 39.5 fp soil max = 2.13 fp soil min = 2.13 fbplB= 18.2 fbplN= 18.2 Fp conc = 2.1 fp bs pl = 0.38 Location: Data: Loads: EhRi SIRE WAD RlY,3FFE,- isseh p�if �� .a irmannz tem ra w,: t n owl owl RNLI f 'c = wconc = b column = d column = As column = L foot = ecc L = B foot= ecc B = thick foot = d= As Ion. = dbar ion a = As trans = dbar trans = ocs = F . soil all = dead Develo ' ment Data: Longitudinal Bars: Id no hook = Id w /hook = 32.9 16.4 Transverse Bars: Id no hook = 1 32.9 Id w /hook = 16.4 <foundd >rdp SS »SA SSSS »• (ksi) (ksi) (ksi) (pcf) (in) (in) (inA2) (in) (in) (N > =B) (in) (ft) (ft) (load ecc to center) (ft) (ft) (load ecc to center) (in) (in) (inA2)/bar (in) (inA2)/bar (in) (ref 11.12.2.1 ACI) (ksf) live (in) (in) (in) (in) (kips) >8 in min >min >8 in min >min Spread Footing ` AT. m✓ri:.Fl15F.,'t/ * +v('1.wT[�++.. 14�C'• S+ �j �����Z��O! FI}(. fl �Y (r��Q:V:!MSF?tjj`:GiA''>.+±.nC �•?y:xf:M�.Y'T(: tsar,. t`".' ,�ri)1!WFK,.>�°..li'!'.1'et't °., -all; .>A - I. *WOW �< . t Fsf, �E��f E �. �t xt .� : T: r S # s „� } s �t <� ��Y}�., f #f`w . �..� „ »r.L ,vsis»»,ssn>s , t xitvP .3s» ss4i�ss,i3is "is,si.» »si4;3 fnis :�»�i's�i3s•,. Service Calculations: A bs p1 = A conc = 144 27.5625 fp bearing = 1 9.791 Ultimate Calculations: Bending: As long = As min = 2.20 1.89 As trans = As min = 2.20 1.89 Fpu soil = 3.33 One Wav Shear: Two Way Shear. pc = bo = 1 84 (1)Vc = Vu = 140.8 81.7 (InA2) (ftA2) (ksf) (ksf) (ksi) (ksi) (ksi) (ksi) (ksi) (inA2) (inA2) (inA2) (inA2) (ksf) (in) (k -ft) (k- t) (in) (k -ft) (k -ft) (kips) (kips) (kips) (in) (kips) (kips) FD ok ok ok ok <.75Fy ok <.75Fy 1 ok <.9Fy 1 ok ok ok ok ok ok ok !Sl 7 Portland, Oregon Consulting Engineers Project 1 I Location Client By R D P Date ( 128100 Revised Date Sheet No. °F DA Job No. Goluwv" Cp Q )3. ► K 3 ,K 31 i 7 I wve_--E r TS 3 x 3 Y. V,.f t:tJ r GIBS z G ac. 4Vc = 10.1 Vu N = 5.2 Vu B = 5.2 a N = 0.760 4Mn N = 60.1 Mu N = 16.5 aB= 0.760 4Mn B = 60.1 Mu B = 16.5 fb pI B = 20.5 fbplN= 20.5 Fp conc = 2.1 fpbspl= 0.31 fp soil max = 2.11 fp soil min = 2.11 Location: Data: f 'c = wconc = b column = d column = As column = L foot = eccL = B foot= ecc B = thick foot = d= As trans = dbar trans = as= F i soil all = WPM raw t ipx ill atco TEO Loads: Development Data: cc= ww4 a %y ze Longitudinal Bars: Id no hook = Id w /hook = 27.4 13.7 Transverse Bars: Id no hook = Id w /hook = _ 27.4 13.7 <foundd >rdp dead (ksi) (ksi) (ksi) (pcf) (in) (in) (inA2) (in) (in) (N > =B) (in) (ft) (ft) (load ecc to center) (ft) (ft) (load ecc to center) (in) (in) (inA2)/bar (in) (inA2)/bar (in) (ref 11.12.2.1 ACI) (ksf) live (in) (in) (in) (in) (kips) >8 in min >min >8 in min >min Spread Footing < t t < n{, «� $�t�� <�{K,�<j< <) c�,<;c, Y <�( x <� {{��`�ft� <ftv�( ; « <t��<;K�tt; r <� tt < < <5<.¢ }4 ` g keitE a,'i?.��''>7tiC• � <,•�� • S $.kt, • R•C.�!+�� b¢ +<ii ' O.�.I L »Y f>.s » »y. » .•7.'f:' »fi:n•.>!ss> ». )»»i » »n "» S »is » »>l�fyfiff:an9). »`Y�..ys A >)h' nn3)5 ji).»3ffs. »r. f Service Calculations: A bs p1 = A conc = 100 18 1 fp bearing = 1 12.121 Ultimate Calculations: Bending: As long = As min = 1.55 1.44 As trans = As min = 1.55 1.44 Fpu soil = 1 3.30 One Wav Shear: Two Way Shear: pc = bo = 1 76 4Vc = Vu = 127.4 44.5 (in "2) (ft^2) (ksf) (ksf) (ksi) (ksi) (ksi) (ksi) (ksi) (inA2) (inA2) (inA2) (inA2) (ksf) (in) (k -ft) (k -ft) (in) (k -ft) (k -ft) (kips) (kips) (kips) (in) (kips) (kips) ok ok ok ok <.75Fy ok <.75Fy ok <.9Fy I ok ok ok ok ok ok FO i0 z w 6 U0 CO 0 U) F- w 2 g Q = I- al z � H0 Z ~ 0 0 -. � w W F- O w z U 0~ z Pact mid = 109 Pact base = 438 Pactive = 630 Phorz = 630 Pvert = 0 Ppassive = 338 Pfriction = 748 Psurch = 0 Wstem = 500 Wtoe = 150 Wheel = 338 Wsoil = 1150 Wsurch = 0 Plat = 0::0V, AOCNK01 (ft) rail height = „,„ load condition = NW (live/dead, Location: Wall Data: f 'c = Fy = wconc = Hstem = stemthick = Athicksoil = Athickface = stem cover = As vert top = spacing top = As vert bott = spacing bott = db control top = Av horz = spacing = Lheel = Ltoe = foot thick = foot cover = As heel = spacing = d heel = As toe = spacing = d toe = key width = k Int • • key depth = 14110 (wall surchg) Pwall = (wall/rail tat) Soil Data: Fpsoil allow = Hsoil act = Hsoil pass = slope angle = depth water = 11 friction = ysoil = yact = ypass = soil surch <foundd>rdp 111Q4UgiRiliZaigt.' iga,,MeXAMMT.IL. 41VMMIMIMITMN dead • Psoil = Concrete Retaining Wall (ksi) (ksi) (pcf) (ft) (above footing) (in) (top) (in) (batter) (in) (batter) (in) (inA2/bar) (top half stemwall) (in) (top half stemwall) (102/bar) (bott half stemwall) (in) (bott half stemwall) (in) (inA2/bar) (stemwall) (in) (stemwall) (ft from center of stem) (ft) (in) (in) (inA2/bar) (in) (in) (inA2/bar) (in) (in) (in) (in) dead live 1 n41 (PID (psf). (ft) (above footing) (ft) (above footing) (degrees) (ft) (pcf) (pcf) (service) (pcf) live (psf) (from toe) (Plf) (above stem wail) (for overturning and sliding only) Service Calculations: (per ft of length) Kactive = 1 0.291 R= 2138 (Ibs) (Ibs) (Ibs) (lbs) (lbs) (Ibs) (Ibs) (lbs) (lbs) (Ibs) (Ibs) (Ibs) (lbs) (Ibs) Mover = Mresist = F.S. over = 1260 3713 2.95 ok 1 (Ib-ft) (lb-ft) Vslide = Vresist = F.S. slide = 630 1086 1.72 e= 1 0.481 (ft) kLIGok fpsoil max = fpsoil min = 1237 78 (kips) (kips) ok (psf) (psf) F 0 1 I iok z z w 6 = 0 0 co WI - J CO U. 0 2 g 5 -± a z 1 ._ I- z F- LU uj 0 tu w z L I 0 o ga. 0 As /ft toe = 0.310 As /ft min = 0.360 p toe = 0.0029 a toe= 0.61 4 Mn heel = 17.0 Mu heel = 2.0 4Vn foot = 10 Vu heel = 2.1 As /ft heel = 0.440 As /ft min = 0.360 p heel = 0.0041 a heel = 0.86 4 Mn btst = 7.9 Mu btst = 1 4 Vn btst = 6.7 Vu btst = 0.7 As /ft stem= 0.310 As/ft min = 0.240 p bottem = 0.0043 a bottstem = 0.608 (iMn mdst = 7.9 Mu mdst = 0.2 +Vn mdst = 7 Vu mdst = 0.2 aheel = 12.1 42 hzr. a = = 1.3 ma* (IMn toe = 12.1 Mu toe = 0.4 Vu toe= 1.3 Development Data: Stem Wall: Id no hook = Id w /hook = 27.4 13.7 Heel: Id no hook = Id w /hook = 42.7 21.4 Toe: Location: Id no hook = Id w /hook = 27.4 13.7 <foundd >rdp ,tats., { S t<•fft.{ . t.. . :.,{t' »..;t;t^• ^�• • ::t{� { tw {y,�: 5 � { .� v � .•: h .•.. � � �. .;i3� >:Y): ^•.� ?:� {�.C, ti�< i, t SSttS,< 3`. < ads"�3>SS�rl.^?# 3tt� j' ::.5.•,�y. < #2 Y C2?j�2;:F3.,..: A }�:Sf3i S�s�i. +r:s? �����`•�•.`t����lG���,: � S. '�.. .. . .�6 r ..+» ..... . w:.: ies..H•:.: » ».. ». ....r.....:4... J`, » »».,.....�£: :�`i; "• >�.f'M'';.`:.kaJ7�. ,k�•�»s'>..:t:� '•'•w::3i::S':L1:J;f #i`J•` (in) (In) (in) (in) (in) (in) >8 in min >min >8 in min >min >8 in min >min Concrete Retaining Wall (use live Toad) Ultimate Calculations: Av /ft = p max = As /ft stem= As /ft min = p mid = a midstem = 0.200 0.0160 0.310 0.240 0.0043 0.608 (inA2) lok >.002bh (inA2) to . hal (inA2) (in) (k -ft) (k -ft) lok (kips) (incl live) (kips)lok (i02) (bottom half) (inA2) (in) (k -ft) (k -ft) (kips) (incl live) (kips) l ok (in^2) (inA2) (in) (k -ft) (k -ft) (kips) (incl live) (kips) lok (inA2) (inA2) (in) (k -ft) (k -ft) (kips) _� z w 6 0 0 co 0 111 CD a, w u. = d 1- w z � I- O z F- w ui 0 O N F- w w t-- I LLO W Z U= 0 1- z <foundd>rdp Hsoil pa SS md stem toe heel key Hsoil act Ltoe Concrete Retaining Wall stem thick Lheel foot thick stem . w 6 5 -1 0 (-) CO ° W m" -J w 0 g -71 ezt w F_ o W 2 a C.) '0 g .01-1 W I 0, U. . w It p o Pact mid = 109 Pact base = 438 Pactive = 630 Phorz = 630 Phorz top = 93 Phorz bottom = 537 Pvert = 0 Ppassive = 338 Pfriction = 578 Psurch = 0 Fpsoil allow = Pr* Hsoil act = Stagg's Hsoil pass = Nittitt slope angle = PR* depth water = 71,10 p. friction = mom yson = ap.49 yact pinned = Nitta% ypass = MOO Wstem = 500 Wtoe = 225 Wheel = 225 Wsoil = 700 Wsurch = 0 R = 1650 (lbs) Mover = 1260 (lb-ft) Mresist = 3052 (lb-ft) F.S. over = 2.42 ok Vslide = 537 (kips) Vresist = 915 (kips) F.S. slide = 1.70 ok Plat = =WO aggliti rail height = ' 0 (ft) (live/deac load condition = Ut� ::MM: Pinned Wall Data: f = WOK <found>rdp Location: Fy wconc = Hstem = stemthick = Athicksoil = Athickface = • stem cover = Satol As vert top = pa" spacing top = iptgpt _ As vert bott fi .1 s • acireigfaot = grt0 db control top = Av horz = spacing = Lheel = Ltoe = foot thick = foot cover = As heel = s acin = mw m4.2 . db heel = As toe = spacing = d toe = key depth = key width = wall/rail lat Soil Data: (soil surchg) Psoil = Concrete Stem/Retaining Wall rimarmv—Nommi, • ' • *' iv, rms » . VC< $ rn*? (wall surchg) dead live Pwall = IMUSOMIN01 (ksi) (ksi) (pcf) (ft) (above footing) (in) (top) (in) (batter) (in) (batter) (in) (inA2/bar) (top half stemwall) (in) (top half stemwall) (inA2/bar) (bott half stemwall) (in) (bott half stemwall) (in) (inA2/bar) (stemwall) (in) (stemwall) (ft from center of stem) (ft) (in) (in) (inA2/bar) (in) (in) (from toe) (inA2/bar) (in) (in) (in) (in) (PIO (above stem wall) (for overturning and sliding only) (psf) (ft) (above footing) (ft) (above footing) (degrees) (ft) (pcf) (pcf) (service) (pcf) dead live tmtannitati (psf) Service Calculations: (per ft of length) Kactive = 0.29 fpsoil max = fpsoil min = 1005 95 (lbs) (lbs) (Ibs) (Ibs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) e = 0.411 (ft) 1<L/6 ok (psf) (psf) 1 o k z 1- w z 5 o • 0 co 0 • LL1 LLI • u_ uj 0 2 g < D. a ▪ u z 1- z LIJ O • Y o w 9- - 0 . ell u ) 0 - - I 0 1- z 4■n heel = 17.0 Mu heel = 0.8 4Vn foot = 10 Vu heel = 1.3 As /ft stem= 0.310 As /ft min = 0.240 p bottem = 0.0043 a bottstem = 0.608 As /ft heel = 0.440 As /ft min = 0.360 p heel = 0.0041 a heel = 0.86 +Mn mdst = 7.9 Mu mdst = 0 +Vn top = 7 Vu = 0.2 +Mn btst = 7.9 Mu btst = 0.5 4Vn btst = 6.7 Vu btst = 1 As /ft toe = 0.310 As /ft min = 0.360 p toe = 0.0029 a toe = 0.61 aheel = Neat Mu toe= 1.0 Vu toe= 1.6 4Mn toe = 12.1 Mu toe= 1.0 Vu toe= 1.6 If Location: Development Data: Stem Wall: Id no hook = Id w /hook = 27.4 13.7 Heel: Id no hook = Id w /hook = 32.9 16.4 Toe: Id no hook = Id w /hook = 27.4 13.7 <found >rdp ! !tt! • s t•nta !;••! !f . ••!! , •st ! lstn t!! • n ••! < • !!a . : ! ! !a ' m..lit's' a*F g, K ;!�. Mfjzttfi !ta?}Y : i .� i "tom.' �iYt}k}2� ��.`�%C 5 y��7 � t• p k c 2 ,tk k•. iV t , , p ,. ki „k,44 ``.i 3�.�,. rt0 ....<'s TS ! 73 1 >i . � ,s:.,W .. W i .. } ,.•. :iSi'issss:ss .ii » „vs ii33•Ta »�s iii:::��� ;�y •si> rlSi::uiA >ii�is`Y il ila .iiri l':1"fiiiii3ril�tisY1S3. (in) (in) (in) (in) (in) (in) Concrete Stern /Retaining Wall >8 in min >min >8 in min >min >8 in min >min (use live load) • Ultimate Calculations: Av /ft = p max = As /ft stem= As /ft min = p mid = a midstem = 0.200 0.0160 0.310 0.240 0.0043 0.608 (in 1 '2) lok >.0025bh l (i02) to . hal (in "2) (in) (k -ft) (k -ft) lok (kips) Inc! live (kips) ok (in "2) (in ^2) (in) (k-ft) (k -ft) (kips) (kips) (inA2) (in "2) (in) (k -ft) (k -ft) (kips) (kips) (in"2) (in "2) (in) (k -ft) (k -ft) (kips) bottom half) ( ok ok lok ok ok lok ng ok ok ok FD ►S z ~ w o: 2 00 0) 0 J = I— N LL wO 2 D. c3► z � I— 0 Z I•- 2 o 0 o � w I— O .. z 1 U= 0~ z Portland, Oregon Enrig Consulting Engineers Project Location Client By R‘)P Date ._ 2 1 1 Revised Date Sheet No. M ) Job No. 14 1rekr Ac t✓4 .e trc,s4-ory P =C 2 p) (2o)(Is) = 7200 Orr -f GOlumng p _ Z J Ld,t��5 -/ .� Z � Cy°1 • (0800 (bs L L_ �2cc<2h fv�ici��� t�n �a1c� wLV l = 7.5 • o a1 r H - ac6�c�r 1r pev I 0 Vkr (.1. /k qr CkS 2 ( 5 = , 500 PA 5 (J ec< .� 5 1,‘,2,o _if @ e ck r- ict,1( Cog 0 (< 8 8) z) = 112Av co a�ov.y 14 -; 4 • 7 +I•...tsre � S = 5 7 - , I .r 112 G 0 (3 (3 cc-C) =CZ) (0 (t0) f Li O ( ►3) _ 6 piC eq_ 2 cof .e pr ivo =1 ago lb 13 ) I8,t parte z U U CD CI O0 W o u.< D. d . w Z H I— 0 Z H.. W La U ' 0 U' w w . 1 — • U O ' ui z P 0 z Portland, Oregon Arlan, Consulting Engineers Project Location Client By R P Dote Revised Date Sheet No. A-4 2_ Job No. V la' 0 4 C- Ov-t.v 01A ii itzc.o (cc) (z)?.. k Dyer lvrriv,'q ?G G- (Li) = 2 Sro hLS r• /l-t a -)< o a,- 1-c yo - 1 0i..✓ U✓ I H 6t..D w �. r?Gr. e ( z �) ( co) = (4 od yes = Co 0 1.6S T ov.cv [ - euniform dead = 0.249 euniform live = 0.346 point dead = 0.000 epointlive = 0.000 ep +w+m dead= 0.249 ee +w +m live = 0.346 etotat d +I = 0.594 F'1= 650 (psi) min bear 1= 3.9 (in.) Rb = na ok Fib = 2760 (psi) (psi) (psi) E' = 1800000 Fbe = na Fbe /F *b = na � z w 0 00 w = w w a = w z �. I- 0 z H W 0 ON o ff w w LLO w z o 0 z Portland. Oregon Eirl Ili Consulting Engineers Protect Pry vt.1( 5,, o ire L Location Client Sheet No. By p Dote I ea Job No. Revised Date fo If 00 coo. cow. WI —J w 0 g u_ a Z I— 0. z I- C.) • 0— w LIJ 0-u2 b. z Revised Portland, Oregon fa 13 Consulting Engineers Pro(eC1 Location Client Sheet No. Job No. ` . + psi 1 7 - tbS r V i 25 0 4 -/A0 Ibs 3 — 9(00 2 0 6 t b -�f L tfLO = 5 Z s- 3 6 • 80 (10 0 (b .f Oc ref Dc Portland, Oregon E r I Consulting Engineers Project 3 c.//)Qtre Location Client By R Date , I 1(4.1r, Revised Date Sheet No /A C. Job No. 0 CA c.c./ ( CT f c 3 32 332- --1 • -4 11 5 1.6-4 = 24 • , t 05e 72, C 12 3z)(b 0 )( 172 _ 1,1 = 3 Ozi (C 135( t 0 lEct S = L— Auniform dead = 0.059 Auniform live = 0.089 Apoint dead = 0.000 Apoint live = 0.000 Ap+w+m dead= 0.059 Ap+w+m live = 0.089 Atotal d+1 = 0.148 Wad = 625 (psi) Pact = 0.3 ,....m Mact = .. .,.. , PI = 625 (psi) min bear I = 0.3 (in.) Ftb = na ok F"b = 875 (psi) (psi) (psi) E' = 1600000 Fbe = na Fbe/F*b = na 3i,732zwaua,..*A3:akzetwe Location: Olgtvrimriikr • ••■• • • • tit • • • "V Beam Data: • d Loads: <woodd>rdp dead (psi) (psi) (psi) (duration) (moisture) (temp) (psi) (DIM/BSPT/GULVUPSULSL) ref pp 25 (size-sawn only) (for C, Western/Southern) (flat use) (incising) (repetitive) (curvature) (form) (shear) (bearing) (ft.) (yes/no) (in.) (in.) (In.) (check Leff again) live (see below for Leff) (3.3.3 pp. 16) (see table 3.3.3) (lb./ft.) (lb.) (lb-in) Beams Calculations: C or (Cf BSPT) = 1.00001 CL = 1.0001 F'b = 8751 1997 NDS (volume or size BSPT) (psi) (EQ 3.3-5) (EQ 3.3-6) M7 Ix = Sx = fb (w) = or fb (p) = Or fb (w+p+m) = 47.63 13.14 571 01 571] (psi) 1 ok (in.A4) (in.^3) (psi) (psi) (in) (in) (in) (in) (in) (in) (in) Fey = fv 95 34.5 fn = 12.761 Vibration: kf = rec. max 4000 theat. 16000 office (psi) (psi) 1 ok cps 541(k/in-sec) L/ 2032 1355 #DIV/0! #DIV 2032 1355 813 1 10 min. I z 11— z re w 0 00 (0 • tu to • 0 n 0 C D -- Di— u' ui • 0 0 Z oD 0 z Portland. Oregon fal Consulting Engineers Project a ,,_ ('.r.1 Location Client By Dote Revised Sheet No P Mel Dote Job No. ■4%. .1;P1} At Lk) L z0a)+Cz }( = ti p (2-s) �-(� Cz S� _ 00 pI� Le, 4 a ✓w( ioccS = ZOpsQ Q. z 3 ' U se '' /K >< I0 G l2EF 47r/f': ffE►) Far l e-6 = I�t3 ( 23 ) = ( 2.7 60 s I2. o ?-) _ case S x Vz 11 . R C (c,w A S 4-'r - Cro"4- G✓\ (raw ( 7 e a t vt IL .L = !aS plc y Izz 1 271,0 ( ( o bs w�� w re 2 .J U, so c c o w z J F. W o J j , D. a . = W z � Z O r uj D Q, O ns =I CI F- 2 U. F LL o ▪ ' t .. z U N 0 z Timber Member Information Description Span ft 23.00 11.00 Timber Section 6.75x19.0 6.75x39,0 Beam Width in 6.750 6.750 Beam Depth In 18.000 18.000 End Fixity Pin - Pin Pin - Pin Le: Unbraced Length ft 0.00 0.00 Member Type Glu Lam GIuLam Loads Live Load Used This Span ? Yes Yes Dead Load fl/ft 425.00 425.00 Live Load #/ft 600.00 600.00 Results Mmax @ Cntr in -k 536.8 6.0 g X = ft 9.35 10.05 Max @ Left End in -k 0.0 -610.4 Max @ Right End in -k -610.4 0.0 fb : Actual psi 1,674.6 1,674.6 Fb : Allowable psi 2,221.7 2,391.8 Bending OK Bending OK Shear @ Left k 9.58 10.26 Shear @ Right k 14.00 1.01 fv : Actual psi 153.4 108.1 Fv : Allowable psi 165.0 165.0 Sheer OK Shear OK Reactions & Deflection DL @ Left k 3.97 10.06 LL @ Left k 5.61 14.20 Total @ Let k 9.58 24.26 DL @ Right k 10.06 0.42 LL @ Right k 14.20 0.59 Total @ Right k 24.26 1.01 Max. Deflection in -0.609 0.062 X = ft 10.43 3.89 Query Values KPFF Consulting Engineers Portland, OR Rev: 510002 LW KW1E0870 Wr 5.1.3, 22.3un•1999, Win32 (c)190319 ENERCALC Multi -Span Timber Beam Page 1 Description Parkway Supercenter Storefront Beam grid A General Information Douglas Fir, 24F - V8 Spans Considered Continuous Over Support Location Moment Shear Deflection ft in -k lbs in 0.00 -0.0 9.6 0.0000 Fb : Basic Allow 2,400.0 psi Elastio Modulus 1,800.0 ksl Fv : Basic Allow 165.0 psi Load Duration Factor 1.000 Calculations are designed to 1997 NOS and 1997 UBC Requirements 0.00 -610.4 10.3 0.0000 Title : Dsgnr: Description : Scope: Job # Date: 8:54AM, 2 FEB 00 z � W 6 UO to 0 CO W J H CO Lc. W 2 u. Q. = a . I- Ili Z F F- O Z !- W U� O ( 0 E- W tU F'- LLO W Z - I O� Z Location: Ramtaik„,., k, ,:.#0.1.0100110#1 Av.,....010:241L, ONAILERAMIL Section/Column Data: Ca lc's: Section = Aim (W,TS,PIPE) Fy = goos (ksi) bx = OM (in) (comp flange or inside dia. pipe) compact slender tx = falp (in) (thickness) compact x ok ok (flange criteria) by = italffai (in) (full flange) compact y ok ok (flange criteria) ty = litiOn (in) (thickness) compact na (web criteria) Area = ;swig (I1' 1 d = Re* (in) (na for TS, PIPE) tw = EON (in) (na for TS, PIPE) Ix= V4t0; (inA4) Cc = 111.6 Sx = NITA (InA3) kLxb/rx = 111.0 (for Fa and F'e ) rx = liana (in) kLyb/ry = 111.0 (ref pp 5-44 and 5-54 ASD) ly = 4:14,4 (inA4) Sy = xi* (lb Fax = 12.1 (ksi) ry = co247 (in) Fay = 12.1 (ksi) Cmx = ..= INNit (column) Cmy = ififitial (column) fa = 4.35 (ksi) ok kx = *TM Pallow = 67.6 (kips) ky = NV Lex = p*P:21i (ft) (for column action) 1/rt = na Ley = men (ft) (for column action) Beam Data: Fbx = 27.6 (ksi) 0.6*Fy Lsuppx = tom (ft) (bending supports) Fby = 30.4 (ksi) Lsuppy = *me (ft) (bending supports) Lbx a #24' (ft) (for beam action) fbx = 15.1 (ksi) ok Lby = ;Mati (ft) (for beam action) fby = 0.0 (ksi) ok Cbx = TOM (beam) Cby = :: (beam) fa/Fa = 0.359 compare < 0,15 rt = :;:enta (W sections only) F'ex = 12 (ksi) d/Af = WIN (W sections only) F'ey = 12 (ksi) Loads: dead live Interaction Results: (ref pp. 5-54 ASD) Paxial = ;..:. . Mtgoig (kips) H1-1 = 1.212 controls live H1-2 = 0.704 (use for tension) wx = gz 0 (k/ft) H1-3 = 0.906 na fa/Fa >0.15 Pmidx - m:........................., (kips) interaction 1.212 ok <1.33 P = 1,0140,14 (kips) P1/4x = . ,,,, ,„, pot:Ate:az ,....,.... .... .... . (kips) Deflection: LJ P1/5x = --4 EMIINgiNii.. . .!; . :' . . 0 - ... . - :::': . ....... 4 (kips) Axdead = 0.00 (in) #DIV/01 Mx act = Migai ne VA (k-in) Axlive = 1.56 (in) 161 dead live Axtotal = 1.56 (in) 161 MI = tili1CONIA (kift) Aydead = 0.00 (in) #DIV/01 Pmidy = ifpnikapINA (kips) Aylive = 0.00 (in) #DIV/0I P1/3y = tgli” tesg (kips) Aytotal = 0.00 (in) #DIV/0! P1/4y = ..:, .: glitl (kips) P1/5y = .*" 'RIP% . (kips) Shear: (strong axis) My act = , 0 (k-in) fvx = 0.4 (ksi) ok <.4Fy Wind or Ear,: (yes/no) (for interaction) fvy = 0.0 (ksi) ok <.4Fy ( <steeld>rdp Beam-Column for Doubly Symmetric Shapes imp Portland, Oregon Consulting Engineers Praect > Q v k Location Client Dote ] I 1 I cJO Revised Dote Sheet No. M 1( Job No. C-em"p py gecon-1 s CIL) (l5) = SSpIC LA- ( P vi e- TS SxS x r / � TS 7)e-S x %v z re 2 U 0 ; W = J �. W 0 u-Q N d w . _. z � 1- 0 z I- 2 U 0. 0 C 0 1— u j 2 - llJ z : UN O z Pglobal = 11.193 Pwall = 19.68 Pparapet = 21.32 _ Proof up= 21.32 Proof dwn = #VALUE! Pwall corn = 24.6 Peave = 37.72 Pcan roof = 37.72 Transverse Length = 11yi ` ) "i " i 4 p {k� i; . • Transverse Height = Longit. Length = �t. Height Lon g . g =1 �t A�1:. ;,, k � kn ,,�;., :, < Y .,. ( Location: Data: C, c, C, _ C, _ c = C = C Cq in c = C = Building Dimensions: <codelat >rdp WSRTNI (mph) (wall top) (wall bott) (canopy top) (canopy bott) (global) (wall) (parapet) (roof up) (roof down) (wall comer) (eave) (canopy roof) ww u) J r o (Psf) 2 (Psf) g a (psf) (psf) I d (Psf) Z 1 (P 1- (psf) w H (Pp 2 D U a O E . H . w H VU (kips) E'){C . z (kips) J C FRO i S c = O ~ z 0.11 C /(1.4) = 0.03 2.5C,I /(1.4)RT = 1.11 2.5C,/(1.4)R = 0.14 Location: Data: Zone Soil = Load Factor = Ltransverse = Llongitudinal = r2 ca c — p0r <codelat >rdp ii (enter bold values) (Sa/Sb/Sc/Sd /Se) (Pif) (PIO (ft) (ft) (, 4 (n oO )S Lateral Seismic Forces � , f Rfr fi S f'i 2 Cdo Ib5 i sz' uz1t.r p = 2 L9 p IF 7. /Li' 243 Calculations: (w = working Stress) T = 0.191 V trans = V long = 486 726 Base Shear: Vtransv = Vlong = 133.09 117.57 /1J"= 2( p I F 'l 1; i (min) (max) (pit) (plf) (kips) (kips) 260 Zoo I b ' �I lo ( e ,(oc9ca Ibs L2. z ~ w ct 6 00 N J = wO u- < fn = d. I-uJ I-0 Z uj U � H . LU uJ o wz CO — U - 0 1 ' ' z W1 whole 4 `KV) •. "i - stri • IMM,1 Nt"S` <': r;< ,) •ier 1 .,A: }:':.'' }.. . •ier 2 0},,�L., .:, >;;SY.aali der 3�ti >N;: •ier4 . }. ". f ,,, t; f {�'. • pier 5 } � EA ARM � . • ier 6 : < ., „ <f' „.,;<W • ier 7 f'•'y •. L: ,•t' :' >. +.� k.} • ier 8 L.;:: <<' • o•x =::. . :riff :tffry : ':'ry' .¢ fC•<Y,.t:•:'` � i }, V,., G °' •ier 9 ]}}{r::. n. in`:;:5 . } }i':t :s:Y {<.<.�;:. ;•:,. <w «ti..�):«•� •ier 10 t,, r '': E ..: E , } to t \ }tt; $:•;:Erjy ;:� {titi2v •ier 11 telffninialrn • ier 12 Ma' s "3 ' r €<, W2 whole 4 `KV) •. "i A/ ',7 dF • \`::f':ti};ES:4R. - � :v. f'i \ ' 61i ' ier 1 < ..:,'i:_ < , Y::., 3. \�Y . "'" . •ier 2 ;:Ft;n,,tn;,, Iza imt. >..4 ,..s 4. , •ier3 ?s:):::~ X44• • ier 4 ) •• f5 :m ,,:• �,,:,,, t.,� -: . W3 whole :; :}:•.Et> 5 :.}. . t',:vr> • ' ° t.,atE <3 < Y h..t•: :`'• ,a. • • \`::f':ti};ES:4R. - ( -) strip { }': <_ . }} > j :: q 5.) }.: n:i::C 1 x - : .:•. .Ltt, C 4. < ..:,'i:_ < , Y::., 3. \�Y . pier 1 pier 3 :Y {EV . h • 3 :t ;; :EFv 5.:i';: „ ;P > .yt F;•o''i�Ji'F:: ` }':r f v<,. 4 ' per 2 n'ffA7.:::A r.: v.Y:;rr... ,< }0 L .F•�•t � i A�i'.:rer: -:. t :: ::,, t pier 3 fF :: " } � ,, :0 : : ; g : ?: pier 4 •t t: } C' k;5::;)�vL' tt <t`c,••L :::::: r . i �i} Vii W4 whole :; :}:•.Et> 5 :.}. . t',:vr> • ' ° t.,atE <3 < - stri • is:'': ' ttVqE':•f }'r•?;. •ier 1 { }': <_ . }} > j :: q 5.) }.: n:i::C t} E »•::: •LEy:{ :; f + v \4'L + /.' \::F.tL:t}'�4:'L:•r • ier 2 :' :f�::;rE },v f): }:. •.: . ,:: >: }r:. pier 3 4: :.4.: >•.fr:: : , < .: a� •< > <,t• . {:}: W5 whole 1§A. , ; \?f {v ( -) strip =:#ti.:. .. •., pier 1 ;)3:}O} 2E }:: pier 2 : 5.e yT a 1 ) << 10: pier 3 .• .gig : >t: i >t }} Location: total shear = : «` #; (kips) Wall Wall Wall Length (ft) Height (ft) <Ifrsd> rdp Relative Wall Rigidity � " tt:•; ::t5 ft t atA.S..f .. «< 'EbtEE: EE C'. { w.' ` ,' f" o C ifstiL� :.f2�: \ :,`k•�:'�ah} <74t �2` �h*,{C �;C ;A`.it;E #£i {2i EE4fE,EEE{,f {fE �:i }tx). ; )zx. 0� T,' L F�3fi0N ; . s) ., }k }.y: {};� ?}. , :;. }rr.YYf;..,),tri: n'•'�`"':. �.;�}�' r) � �'i> �:s••rF" o s f s c r �" f '#�i ro# r is ;) ;rh�;:.rsr, »: r::r;) »)' �h)Yl;:•i'l• >•.•rr;,sr.i;s•; : r s>r � �:s:;s:.»s>.,sfsr.si)fS33is rrr:.r3� ;.r..Prr~.•:..:; Sfrs)s.�s :r;f•!.•T,s>r rS'�) »sir)): s'3sr r��irrrf.f A R 58.80 V (kips) (kips) ok checks 1 v (kif) 0 0 5 5 2 5 4 23 23 23 23 4 5 16 0.1876 0.2002 0.6271 0.2002 0.2249 0.0432 0.0432 0.0432 0.0432 0.2249 0.2002 0.0616 0.67 1.487 3.78471 4.03999 12.6536 4.03999 4.53779 0.87257 0.87257 0.87257 0.87257 4.53779 4.03999 1.24231 42.37 0.25 0.45 0.47 0.62 0.47 0.49 0.22 0.22 0.22 0.22 0.49 0.47 0.27 29.11 1 1 1 5 7 na 1.73 0.7328 0.2002 0.1508 0.0000 0.577 11.1113 3.03586 2.28637 0 16.43 0.301 0.48 0.35 0.31 0.00 16.41 na na na na na na na 0.0000 0.0000 0.0000 0.0000 0.000 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.0) na na na na na na 0.0000 0.0000 0.0000 0.000 0 0 0 0.00 0.00 0.00 0.00 0.00 na na na na na na 0.0000 0.0000 0.0000 0.000 0 0 0 0.00 0.00 0.00 0.00 0.00 0 .01 L j z w QQ : 2 J U 0 0 cn Ill JF u_ w g d = w z � i=0 z I- w w U� 0- 0H w ui 0 z W1 whole • ier 1 • ier 2 •ier 3 pier 4 .., ,, v •. v , £ . „. ,., .�._ �F:n;'t(+.ft(,: 3;,t it:. Y., ,D,•e..L•3.Sk Vita : .�� M31. n "y} > •.> �: ` E € Vag": � �t2. >• . . t:��� 0%;:i j pier 5 ' Z ag : 4 0 .a. . ., \s # ; vim W2 whole - stn • f ^;:s 4z:�. x „ ~ <"2 >'%': t.., ..; .�..> .. tf' ' ` pier 1 • ier 2 t � r }22rY::iiltY,, { `$r. { "y�0 \G:ii : \. i{Y. �{ 2YYri.}kfk t, {t't',it'. ,„, >< . w,`t y ..,. : ..: ,,, • ier 3 • ier 4 ~; mir• G��. •X:.2: }2• € 2> 2 >323Y: SC�'`.2�.`�":£i��.'.54£`c5i.�, t N4YCS�i;�`4:`„x, °`4•;StS �nt.t. > %'f� ,; t:r}.,if. } •:firrR:' ? It> }. «1 °.�' �:: i W3 whole tonkv :.• %12 \2,1'`•. - stn• retain ?`•``Yif ii.£.g n . %+fia.hrr >�t.. ier 1 ••'�• 2• >.' k q : '3iii pier 2 k..£A ts3:i t` :..: 5 ..: • ier 3 .4,:::m.,%:::: ., ,:., is ;� o: , : , -, < tom :,{ isim. I >. ; pi er 4 ti t .:,� ' v,. i t: r :.t :' %,r: } :: W4 . whole Edit:. ii:.,... a^Y.'4..w '•^'• i'•2 - stria y ii 'X0 • ier 1 inir NZ i »s <' {w: der 2 gl:g .a.PO,d..t.. }t.>: i • ier 3 Mita pit£ s`Ab.' W5 whole . tf.: Y.. ynd>.t..:::33;�:�.i.i,...: - stria ,,. ,, }Y } i } i , : ; : ;; }i >w;> pier 1 >z4 {t >i� >3 • �3Yt}E <:} >P � pier 2 ; t: . .µ 5 �'•S xk ` 43• 3,;,;<ziY; >2<<.�;:.<k<s�i AMMAN pier 3 ;ir;.$,0:w£ . .; tY}t {A,'\,ti % �: ,y2iY4 }?k }::Xx:f(ii2io: Location: Data: Itotal shear -1PS,yyyy3�:.: Wall £ i «jet ct, «t t if t,t 4 < «t « «£ «« t t , £t < o ff££ j« £ £ ; �v£ ��t:. £# £?��•«nth£ y jS #,£4) St d %: £f L t . ::§f y',�.i�;i § ct £b i�£` } , • k # �£ rjEQ>£ Lt££f£££ 3 '.`.rrt! T,t. � 311r M+ +� ?r`i �` \$ i d •" „i S >' r . r ':,,: f•'..3., <3,i•r) ".ca f •,:3: t e m fA >'' ^.. y s>rsr, »i>sis» ,rs• ..tr:,,s: 9, > »f•, • ».s,ss,ss;as s:i %:, %,>S} ,s„ 3.,,,»ss, ». >,, , sr „sss,sss s s, r•i::,•,`•,;i»r: %fi )Stir » >,. >Y h1>r, /,$SYS, >, >ff s Wall IWaII (kips) Length (ft )I Hai aht (ft <Ifrsd >rdp Relative Wall Rigidity A R V (kips) 0 0 12 5 2 2 2 0.47 0.0817 0.2002 0.6625 0.6625 0.5798 2 2.4898 6.09796 20.1767 20.1767 17.6589 66.60 66.6 na na na na na na na 0.0000 0.0000 0.0000 0.0000 0 0 0 0 0 0.00 o.o na na na na na na na 0.0000 0.0000 0.0000 0.0000 0 0 0 0 0 0.00 0.01 na na na na na na 0.0000 0.0000 0.0000 0 0 0 0 0.00 0.01 na na na na na na 0.0000 0.0000 0.0000 0 0 0 0 0.00 0.01 E_ 66.60 (kips) lok checks I L LI z ce w 6 00 u) ❑ • Ul J = h- U) w w 0 1.L. co P. = w z � Ho Z I- w • w U ❑ 0 ❑ 1- wW L I 0 i Z u U - - 0 1 ' z ri = p = 0.031 1.000 0.036 1.000 #DIV /0! #DIV /0! #DIV /0l #DIV /0l #DIV /0l #DIV /0! #DIV /01 #DIV /0! #0IV /0! #DIV/0! #DIV /01 #DIV /0! #DIV /01 #DIV /01 #DIV /0l #DIV /0! #DIV /01 #DIV /0! #DIV /0! #DIV /0! #DIV /01 #DIV /0! #DIV /0! #DIV /01 #DIV /0! #DIV /0! #DIV /0I #DIV /0I #DIV /01 #DIV /0! Data: g .9 Wall grid Al rid A2 rid D.5 grid E Data: <Ifrsd >rdp Wall Length (ft) VP w:k } #iiki• zm• >�v Wall Wall Length (ft) grid 1 N.* 01,42: Il Illlyl 04",:14fte Shearwall Redundancy Factor wow .. « v t f ! fi< }t! a<ifu t. «'F: t F. t. . < , of <F .Ff <Ft i ' f n `' Ei ££ �� f ;. ` ��` 24\ Yi�Yaj��; uf:£ EtF M1t�slft{ f�tftu� : },\:`isfa;t`�CM1•k}=, >.Y}', *'?y S • k•.{.it s :2; ,Y•yf �£i! €£f . .£:?w3£.£Y; • Location: : ; 2 y` . >:m s ?s ?; �t. . : t ri% ,<,Y. f,,;;:;:: , a :;r «I nw a H • x€y . : <. Y .£f >1s >ss >s F »�.iw , ''a�: ` t , sSS"i•:. .>�»•. eie ) ..) 4; jis: f 4, . i> Si: tk:£i , n:>rs, m>:.' r ::!nT: >n:rfs ::,.a:i::, >: >Y . 54 : 5 A Y Y.' �Cii�j`' :RAW 2 Ey ;t: ?ji >jj2 >i j 0 >i T`n•Y k4F�F +•.. CL}:y" ? ��. ` \�`• 4:40.V0 £ 0 UM MUM h ZOKSZTlil Wall Shear Ibs) Story Area Floor Shear Plan ftA2 (Ibs) ku} LuuL Lu >. `LL >.¢zuzLUi L » >� » ?e } Y } >.>uu} } >auu}Y kssu2 L» j "2kak).k w.). 1.�.w, ui i� L' .LY: x ? ?:iE;u'a;LUL ?zri ?: }i: u�> '•u>. ?�� r e p.z Location: �u yy „,; :. ,;; :�3g',•,< ;m?:x< �';uv , zzz�;:zzr :z' >z cukw<''z wEz a��r,cz>ui # ` ,'{z • }iiY } Yi }:�,t iz} •£ ::iaii.t: <Y:f ?i:Y`£ >i`.•So iii x aYF: L:a:•: . • FX MAIM :,, ,'ku u::Y:.•Y:: Sys;;.. lAgeOg MAMA Wall Shear Ibs) Story Area Floor Shear Plan ftA2 (Ibs p max = #DIV /01 I max = #DIV /0I S z hw 000 CO 0 w= F- ww LL Q c = I .w Z I-0 W U LD o5 o w w z U N 0 F- z Data: Roof: Location: V wall /frame = Lwal1= dead H wall = (Ibs) live (ft) (ft) (psf) First (Ground) Level: V wall /fram (lbs) dead live jj • a� Mt as RAW i W wall floor = P wall ends = P wall mid P wall 1/3 = P wall 1/4 = H wall = <Ifrs >rdp (ft) (psf) (ft) LFRS Foundation Design (plf) (incl/ uplift) (lbs) (lbs) (lbs) (ends not (lbs) included) (above) (4th -Roof Diaphragm) Calculations: (WO (Ibs) (lbs) (Ibs) (ends not (Ibs) included) (top of footing -1 rst) :Nffigh First (Ground) Floor: Lateral Factor = F P others v factored = 1 7141 W 1 DL = W 1 LL = 210000 0 Mover = Mresist = 1365300 13230000 Tmax = Cmax = 44748 114752 lv accum fact'd = 1 714 : (1.5 for mas sh wall) (for max tension) (for max comp) (plf) (4rth - roof) (Ibs) (unfactored) (Ibs) (unfactored) (Ib -ft) (factored) (Ib -ft) (DL reduced) (Ibs) (factored) (Ibs) (inc fact'd LL) (plf) (found - 1rst) z z ce J U U N D J H � u. w g d Z �. I—O w 0 P— O I— w W Hi- l l O Z r U N O~ z fp soil D = 1461.3 fp soil D +L = 1461.3 fp sod over = 301.3 fp soil DL = 1762.7 fp soil DL+ LL = 1762.7 fp soil min = _ 1160.0 V slide = 66600 V resist = 108036 FSsiide = 1.62 Atotal = 210 (total = 343000 Stotal = 4900.0 Mover = 1476522 Mresist = 19333440 FS over = 13.09 W found = 31500 R DL = 308880 R LL = 0 Soil Location: Foundation <Ifrs >rdp INVOIMINOWN (psf) (pc f) LFRS Foundation Design (ft) (between spread ftgs) (ft) (see notes below) (in) (ft) (ft) (in) Foundation W f DL = W f LL = 85380 0 Mover = Mresist 1409922 17348940 Tmax = Cmax = - 113850 147761 ., ..,. (lb -ft) (lb -ft) (ft"2) (ftA4) (ftA3) (lbs) (Ibs) (Ibs) (lbs) (lbs) (psf) (psf) (psf) (psf) (psf) (psf) (lbs) (unfactored) (lbs) (unfactored) (top of found) (DL reduced) (lbs) (factored) (lbs) (inc fact'd LL) (ok >1 ( lb-ft) (service) (lb-ft) reduced lok <Fp ok <1.33Fp ok <1.33Fp L7 c4 00 co w I w 2 � Q _ I- al z �. I— 0 Z I— w np U 52 o ff w U u w U= 0 z Data: Roof: Location: V wall/frame = First (Ground 1V wall /frame = Lwall = dead (Ibs) live (ft) (ft) (psf) Leven Avit.41 (Ibs) dead live =RID nle MAKI W wall floor P wall ends P wall mid = P wall 1/3 P wall 1/4 = HwaII= =MUNI <Ifrs >rdp (ft) (psf) (ft) LFRS Foundation Design ''>> }s7 .� ? �,f�. gs¢ �z�r �� >��?$. '! Ey C.°�{ } 3 > :• ;' , E.r. ; f o �. (plf) (incl/ uplift) (lbs) (Ibs) (lbs) (ends not (Ibs) included) (above) (4th -Roof Diaphragm) Calculations: (pif) (Ibs) (Ibs) (lbs) (ends not (Ibs) included) (top of footing -1 rst) P others • DL Reduction = DL Factor = ILL Factor= v factored = 1 3761 First (Ground) Floor: W 1 DL = W 1 LL = 282263.8 0 Mover = Mresist = 876408 21486162 Tmax = Cmax = - 121833 146318 (v accum fact'd = 376 (1.5 for mas sh wall) (for max tension) (for max comp) (plf) (4rth - roof) (Ibs) (unfactored) (Ibs) (unfactored) (lb -ft) (factored) (lb -ft) (DL reduced) (Ibs) (factored) (lbs) (inc fact'd LL) (pif) (found - 1 rst) . - 8 z w cc 2 u6 UO U) H Q w w 0 g = d � z � Z O c w U ❑ 0 ❑f- ww O w z UN F-- _ 0 F" z fp soil D = 1574.8 fp soil D +L = 1574.8 fp soil over = 132.7 fp soil DL = 1707.5 fp soil DL+ LL = 1707.5 fp soil min = 1442.1 V slide = 42400 V resist = 140352 FSslide = 3.31 W found = 38025 R DL = 399211.8 RLL= 0 Atotal = 254 (total = 603351 Stotal = 7140.3 Mover = 947216 Mresist = 30360057 FS over = 32.05 Soil Location: Foundation <Ifrs >rdp (psf) (pcf) LFRS Foundation Design (ft) (between spread ftgs) (ft) (see notes below) (in) (ft) (ft) (in) As:: gar: Foundation ttaz 17 t e WfDL = W f LL = 78923 0 Mover = Mresist = 904816 27468256 Tmax = Cmax = - 157180 185947 . (Ibs) (unfactored) (Ibs) (unfactored) (Ib -ft) (Ib -ft) (Ibs) (factored) (Ibs) (inc fact'd LL) (ft"2) (ft"4) (ft "3) (Ibs) (Ibs) (Ibs) (Ibs) (Ibs) (psf) (psf) (psf) (psf) (psf) (psf) (top of found) (DL reduced) lok >1 ( Ib-ft) (service) (Ib-ft) reduced ( ok <Fp ok <1.33Fp ok <1.33Fp L9 1- �w QQ 2 J U 00 U) o . ILI w. J � LL w O 2 J Li. ? = w z � H O z F- w gy = p 0 52 U w W u' O w z 0 S2 P O F z Portland. Oregon EIN Consulting Engineers Project rtN �.un C. /� e Gov location Client By plop Dote Z ' ► / Revised Dote Sheet No. Lr0 Job No. b va. 0 Totrc (4 , 9 in s a (2,g)( L) = 13 9 :Go 16.s I.-7) L.9 L" 6 Bo t-Ts , 45 -2 / 0 S U 61) S A c (3H2s t, tro o4 (1)(zti) = 2-9 .8 k1Ip5 > 0 top tto( Yece( z7L14) 32_. 580 Ios 1 qtv' 0.S f,33 (, 3 I) (() (z4 : 39 k' i . 4 xtI x r"/ ivA tLEli > !3' (Q 0 f Pro ject O 1 tA. jo 7 Location Client By Dote 2 Revised Date Sheet No 1- 1 Job No. Consulting Engineers Portland, Oregon L i ../tArc..-0 8 'kali/Ns/e re, a-5 r.,e v'sv 1oazti s . 1 0 tr v p c, wiLif do r eb cAS yvtivsiw\vvY1 rir• kJ co rifle_ e 44 0 v tY4: • k o 10c-ci eSi) " 1_12) ( o\ Cc,tpc, c Sr ( ( 22) t- Co(zo)(2a In iyiy0+ reyeXCi v i-to,s ) (L.1, +- +- ( i) • 1 0 1.10,s 0 tr e 1)1 V 270 ( Z) 3 8 - c90 (bs 700 lb s GO ylttio1-5 (1 .. rA ;Pei pri (ap OP\ c.tia 27o 2 2.) .sf fK o z re LI 0 co 0 (l) WI 0 2 u.. uq I- I- 0 z 2 n • (f) 0 — 0 1— 111 u j LL t • Z ell — 0 /— Z Zone .--______AL 1p = Fps bott wall = Soil = .. ..., m:$5:>..., .; C a= ,......„,,,,., jf.. Cv = OltAki Rp = ..,44; '...*:3:Z:::::::;.•::?4•::•46. ••"k a0 r• 31::•:•:::.;:*;:::4::%::,14*. , •:• x*:•:•:::•5 • • • .,..; a = ••• , •••■V•tk , .• ,4 ,Wt.'••km•Ml i e •:::•.,,..: .........,:ai Fps max = 1.03 Fps bott wall = 0.09 Fps top para = 0.925 Fps bott para = 0.86 Fps para avg = 0.89 Fps top wall = 0.34 Fps bott wall = 0.09 Fps wall avg = 0.261 a other = i:mompatin immigm::::vm- hother 1331.0 Wother = W anpE*Itz_ i:mompatin immigm::::vm- Wwall = Fps other = 0.25 Fps wall = 1331.0 Data: Location: Load Factor = EMMA hparapet = hroof ..„,.,,...4 ,..1,. %fig 41 <codelat>rdp IcirtiVMEN miantms.744.... (Sa/Sb/Sc/Sd/Se) (parapet) (wall) Lateral Seismic Element Forces (Fps min = 0.18 (ft above ground) (ft above ground) (service) Fps parapet = 1 (psf) (psf) * Oro NO 4) (ft above ground) (Ibs) Calculations: (service) (' 97 UBC Chapt 16) 1Fps wall = 15.71 53.51 (psf) (psf) Anchorage = 277 ok >200 (plf) (Ibs) 1 L12 Z re 2 00 ,„ 0 uj 0 2 < 1- Z 0 Z 1- W uj 0 0 - 0 1- W w r. 1- U- 3 Z 111 0 Fps max = 1.03 Fps bott wall = 0.09 Fps top para = 0.949 Fps bott para = 0.86 Fps para avg = 0.90 Fps top wall = 0.34 Fps bott wall = 0.09 Fps wall avg = 0.261 Location: Data: Load Factor = MOM hroof <codelat >rdp (parapet) (wall) Lateral Seismic Element Forces (psf) (psf) uss (Sa /Sb /Sc/Sd /Se) (ft above ground) (ft above ground) yFt? t it" Calculations: (service) (' 97 UBC Chapt 16) (Fps min = 1 0.181 (service) (Fps parapet = Anchorage = 1 'Fps wall = 15.71 273 ok >200 54.21 (psf) (psf) (Plfl Li3 z w re �U 00 u, w= CO wO 2 J u. a �d m z = Z o, uf 0 C: 0 wW I— u" O ' il. z • U = 0~ z Location: Data: material wall t = Aeff - As = spacing = d= ' Tm = rout w= inmai h roof = = tf= bw = Proofdead = Prooflive = Plat = 4 °r:; l:i- argiam imuniminnzal continued next page E < < a u < «< < u E t i f < t , wE EEEE EE E E u< E < < $�< « <fEE . 3 EE . <�<$,<j,«� t {. a w . u romp= Is i>,..rr. :> s » • '� m + s,sri >risa �:.fii»§»>ri iii3'i > »r., siiS'iifldi3i�ii3iS��i, » »snnt > �i�> S,>;:, srti. �. �i5• i' ifsSasn,` �S >�?iiss3s.s'33r�"aib,3�.53s��ms3,> (cmu /brick) (in) (in ^2/ft) (masonry) (inA2) (per bar) (in) (in) (psi) (psi) (full /partial) (psf) (ft) (ft) (above roof) (in) (in) (in) (Plf) (plf) (snow /live) (psf) (service) (wind /seismic) Slender Wall Analysis Calculations: Em = fr = 1125000 96.8 .5 Pact = 0.005345 0.002412 ok fa max =I 26.9 Fa = 60 1 n = 1 25.81 Ig = Sg = 332 87 Mcr = 1 84311 ': (psi) (psi) (max) (in ^4 /ft) (inA3 /ft) (lb-in/ft) 97 UBC (psi) ok 1(2108.2.4.4) L1 z w re 00 co co w J Nu- wO J u) a = w z H ZO w U O N. 0 I—. w w H - U— 1 5 w Z O z Al = 0 A2 = 1.45 A3 = 1.82 A4 = 1.91 A5 = 1.93 A6 = 1.93 Mu1 = 16789 Mug = 19096 Mu3 = 19670 Mu4 = 19813 Mu5 = 19848 Mu6 = 19857 Psroof = 350 Ps = 1090 Puroof = 462 Pu = 1587 Platu = 24.2 Location: Load Condition 1 Service = D + L + E or= D +L +W +S /2 Service Deflection Al = 0l check check check check check «< < A2= I 0.551 A3 = 1 0.651 A4 = 1 0.661 A5 = 1 0.671 e6 = 1 0.671 Ultimate Moment <masd >rdp • t c < >; > », (in) Ms1 >Mcr yes (in) Ms2 >Mcr yes (In) Ms3 >Mcr yes (in) Ms4 >Mcr yes (in) Ms5 >Mcr yes (in) (in) (in) (in) (in) (in) (in) Slender Wall Analysis taw .'M S3: # � "' $st t:: E.Yc y<A�* '`i' 3� # ? t <`, £E..E,• tna:EE ? tff . k »3`n " 4�.•iii'fi »:Y».">� ii3i>£ii�ir'fi'f`'n`i. raft':iivi:i:�i>»' .'s°a»fs,:: a-,. >» „ >asu.5 Fact'd = (1.2D + .5(L or S) + (1.4E or 1.3W)) ( *1.1 w/ E) and (* no S w/ E) Ase = 1 0.136 a= c= 0.54 0.63 icr = 1 361 1 Ms1 = 1 110421 1 Ms2 = 1 116451 1 Ms3 = 117481 1 Ms4 = f 117661 1 Ms5 = 1 117691 (lb-in) (lb-in) (lb-in) (lb-in) (lb-in) 1 check A6 < .007h = 1.74 (in) ok (Ib -in) (lb-in) (Ib -in) (lb-in) (lb-in) (lb -in) J check Mu6 < 4Mn = 23136 (lb-in) ok (p (PM (p11) (PO (psf) (inA2 /ft) (in) (in) (inA4 /ft) 97 UBC LIS Location: Data: bw EfilEF Prootdead = �v " rx; Prooflive = Piat = "ILA mernmaarmsa 2 continued next page <masd >rdp Slender Wall Analysis �. t . t tt•t.<t <� <� as<;�t {<�t<� ..t,�{ �tS «tt t t t {v;# F.bt{ # #ft #,Nf�ff #,tS.£'<3C"�fii.i tii�itgEf {°�?` f 2 #�f' ; f��ffffi�#$f #��,.#fff�� #f£f f ' � .. ; :. �. � . ��.*�i+�>!};k����i���•V>S>�� �.R.t r � f>'; � o-. G � • °:R''3t<;> Y'��'rY`x:'�� L.)>r �'° • ��i »i »>•; »> »•n•' �h > is>n >» » ». >t is» m>' > >s . i>:>1Sn.,, >Ys>'s:.'i�ai si3ii> >.»>. »n>�.>�' >3f>ss'3i3n >iis3'9`riD n si ti , nv, r >ii> •ri 3 >.i•,:»»» >s .i . (cmu /brick) (in) (in ^2 /ft) (masonry) (inA2) (per bar) (in) (in) (psi) (psi) (full /partial) (psf) (ft) (ft) (above roof) (in) (in) (in) (plf) (p (snow /live) (psf) (service) (wind /seismic) Calculations: Em = fr = 1125000 96.8 (psi) (Psi) • _ Pact = 0.005345 0.002412 ok fa max = Fa = 41.7 80 1 n = 1 25.81 Ig = Sg = 332 87 1 Mcr = 1 84311 (max) (psi) ok 1(2108.2.4.4) (inA4 /ft) (in "3/ft) (lb -in /ft) 97 UBC 1 fo z w o J U 0 00 • ul J = H U w w O 2 52 d = w z � o w ~ jjj U o O o I w uJ - U P I- O ui O F " z 01= 0 A2 = 1.61 A3 = 1.95 A4 = 2.02 A5 = 2.04 A6 = 2.04 Mu1 = 17589 Mu2 = 19700 Mu3 = 20142 Mu4 = 20235 Mu5 = 20255 Mu6 = 20259 Psroof = 950 Ps = 1390 Puroof = 420 Pu = 1308 Platu = 25.6 Location: Load Condition 1 Service = D + L + E or= D +L +W +S /2 Service Deflection M = 0 � check A2 = 1.241 check check check check 03 = 1.521 6,4 = 1.581 A5 = 1 1.601 A6 = 1.601 Ultimate Moment <masd >rdp (in) (in) (in) (in) (in) (in) Slender Wall Analysis (in) Ms1 >Mcr yes (in) Ms2 >Mcr yes (in) Ms3 >Mcr yes (in) Ms4 >Mcr yes (in) Ms5 >Mcr yes (in) Fact'd = (1.2D + .5(L or S) + (1.4E or 1.3W)) ( *1.1 w/ E) and ( *no Sw /E) Ase = 1 0.1321 a= c= 0.52 0.61 1 Icr = 1 361 Ms1 = 1 152851 Ms2 = 1 170151 Ms3 = 1 174001 Ms4 = 1 174861 Ms5 = 1 175051 check D6 < .007h = 1.74 (in) ok (lb-in) (lb-in) (lb-in) (lb-in) (lb-in) (lb-in) (lb-in) (lb-in) (lb-in) (lb-in) (lb-in) check Mu6 < (Ain = 22406 (lb-in) ok (pif) (p10 (p10 (pif) (psf) (in ^2 /ft) (in) (in) (inA4 /ft) 97 UBC L 7 .. z w re r QQL J U 0 N 0 . co J F CO IL, w g? I d = w F— _ z � �-- w ~ 0 ( A , 0 F— ILI = 0 H r - w z U =. 0 z A1= 0 A2 = 0.93 A3 = 1.23 A4 = 1.33 A5 = 1.36 A6 = 1.37 Psroof = 950 (plf) Ps = 1690 (plf) Puroof = 1280 (plf) Pu = 2168 (plf) Platu LT. 15.8 (psf) Mu1 = 13684 Mug = 15704 Mu3 = 16360 Mu4 = 16573 Mu5 = 16642 Mu6 = _ 16664 Location: Load Condition I1 Service = D + L + S + W/2 Fact'd = 1.2D + 1.6(Lr or S) + .8W Service Deflection Al = 1 of A2 = 1 0.231 A3 = 1 0.28 A4 = 1 0.301 A5 = 1 0.301 A6 = 1 0.301 Ultimate Moment <masd >rdp check check check check check C t t�Lt SCCC tt: ' C�t4�5ttttttittV;4tCCtV.t#t k2 • �+ i� vii . P i f� Y 2` jY :. i 2 y) 2 ` �333 p ` 3 , .�x..�y����..•��i.s�X�. ��Ssai.•.':..:n• �w »,..,��i� ',:�::.s?::ts� z:�o..•:.r�} (In) Ms1 >Mcr yes (in) Ms2 >Mcr yes (in) Ms3 >Mcr yes (in) Ms4 >Mcr yes (in) Ms5 >Mcr yes (in) (in) (in) (in) (in) (in) (in) Slender Wall Analysis Ase = 1 0.1461 a= c= 0.57 0.67 lcr = 1 381 Ms1 = 89731 Ms2 = 1 93541 Ms3 = l 94511 Ms4 = 1 94751 Ms5 = 1 94811 (lb-in) (lb-in) (lb-in) (lb-in) (lb-in) check A6 < .007h = 1.74 (in) ok 1 (ib -in) (lb-in) (Ib -in) (lb-in) (lb-in) (lb-in) check Mu6 < /tMn = 24645 (lb-in) ok (inA2/ft) (in) (in) (in^4 /ft) 97 UBC e rg z 1-1 6 00 • rn r J = u- wO Li. ?. cy • = I- w _ z � I-0 Z w 0 I- w u i Z O w z Z5 Ea H 2. 0 z A1= 0 02 = 1.72 A3 = 2.27 A4 = 2.45 05 = 2.51 e6 = 2.53 Mu1 = 18919 Mu2 = 22638 Mu3 = 23846 Mu4 = 24239 Mu5 = 24366 Mu6 = 24407 Psroof = 950 Ps = 1690 Puroof = 895 Pu = 2168 Platu = 25.6 Location: Load Condition III Service= D + L + S + W Fact'd = 1.2D + 1.3W + +.5(Lr or S) Service Deflection M = 1 01 check check check check check 02= 1 1.171 A3 = 1.471 A4 = 1.541 A5 = 1.561 A6 = 1 1.57 Ultimate Moment <masd >rdp e 3. ^c ti 3I' 'a ' £3 y � ; ; a , .� x: = a... d..w.A i•::w ..ssr..s >•: .ns >.. .Y.. �{ t��}. Y�a�: is�' Th}. siAS;•..: t; 3`.`.�..}.isY}� .,,. (in) Ms1 >Mcr yes (in) Ms2 >Mcr yes (in) Ms3 >Mcr yes (in) Ms4 >Mcr yes (in) Ms5>Mcr yes (in) (in) (in) (in) (in) (in) (in) Slender Wall Analysis Ase = 0.146 a= c= 0.57 0.67 Icr = 1 381 Ms1 = 1 152851 Ms2 = 1 17265,1 Ms3 = 1 177661 Ms4 = 1 178931 Mss = 1 179251 (lb-in) (lb-in) (lb-in) (lb-in) (lb-in) check Q6 < .007h = 1.74 (in) ok (lb-in) (lb-in) (lb -in) (lb-in) (lb-in) (lb-in) check Mu6 < ¢Mn = 24645 (lb-in) ok %SM. tromp Mi �• 4 (plf) (p (plf) (p10 (psf) (in^2/ft) (in) (in) (inA4 /ft) •,ii rat.'.: i�:; �.° il; Fi; �::+ 7;` �: Ixtl ui: Y�?. ti3 • �i�Cko�nl.�i�e'9Air'':eeiC'i.' 4 97 UBC re w ug UO N o CO = U IL w � 2 u. � �w z � HO z � 2 p � o � w F- -. u. O w z . o ~ z Portland, Oregon EMI Consulting Engineers Project 7a. Li- Location Client By +pop Dote g-/ 11 I l ton Revised Date Sheet No. L20 Job No. = I3 " (. (C 53L) 1 (b -A- 8 a.:{ ack p reaS v.22 (l ' i c rr s t2 }-v , cQ c R e ac 4" %gar, r'> �l p �_�,,.,�( cc M r va [( j1 i e r [33 _ CoCP G (bs M - (0G & 6 lb PI PV s 4-- i00 re s pre&A s n /6 0 e- ar (6 IF co 7 pIL 1c�e at.4 Z d l 5 ro d c. c &If(' 1 -1 q0 (b - - c� 0 " a G fo et, o i r H 60) t- 20'(17) -('6 )60 t/ 4 1+ Z us t✓ (2) - G E Facr h z = 1 1775 z QQ �. D; J U O° N 0, U) w w O' g Z C7 I— W.. Z1. zO - W 0 O. '0 N` •0 'w w'. 2.. LL ---_' O H` z .... >-.. fm = gin# — l ' 90.6 fa = :As = fm = spacing = Fb = d = b= z = = %. <: . rout z- , :. <. Amasonry = z ,# fb = 90.6 fa = 0.0 fm = 91 Fb = 665 np = 0.18847 k = 0.4538 j = 0.8487 2 /jk = 5.1931 Mbend = Avww <, ::: `� " " Paxial = ' M4p duration = � "_` ;_'• :`yv Location: Data: Loads: <masd >rdp Note: The value fm assumes small axial loads thus fm = fb + fa. If P is large then Fa masonry must be determined and the interaction equation used. For column Asmin = .005 Aeff, Asmax = .04Aeff. Masonry Bending Stresses (Working Stress) ««t <t < <i SM$ < {CV tt <i<t«< t « ««v < t «<it « « tti : utt t«««i •:« # #,< tt « « <«ttitt « #<«t <ai «#t: t::: #ts::;: ««p:: #: t« •< «:�•::iu at <t #,t tit « {« „. " : ,S > • aa;#:z'u::K2;;�,: #�3; �; �? z�•}? a^ i�zv�as%E•:< z; �x;?: t ;�•:':�� # >� #;�•��t�.iG••;:�•�4� i » »sssisss ii» > » »»s » , ir>sits>s »s AITIft»sss> in i g? i» isi3 »3s» »AS::" »s»irisibii»Siii >ssAi . 0$7i,)'3iv ix i »iiiiiiii3in is »4iii33: (psi) (psi) (inA2) (in) (na for beam /columns) (in) (in) (use 12" for wall) (per bar for wall or total for beam /columns) (full /partial) Aeff (in"2/ft) wall, or Ag beam (in) (lb-ft or lb-ft/ft for walls) (Ibs /ft of width for walls) (1.0/1.33) Calculations: Em = n= 1125000 25.8 . = Pact = 0.005345 0.007311 ng fs = Fs = 2811 31920 I kd = 2.4051 (depth of neutral axis) YA97lVVVITIM1:V.A. rt?M1^ wv+** w• �cro�v.• rmx. cw+•. w�a. nsn+. n. wn• n. nr.» w+• w� *..'eFM•.� ^.IC"�lh>�v�v.po.�iN SU�Y8 Yi < <M { Y,r�1.�i . (psi) (max) (psi) (psi) (psi) (psi) (psi) (psi) (in) I ok half I ok ok z ~ w Q:2 O 0 N o O Ill J ,_" N u. wO g Q = W z F F- 0 . Z F- ui 2 U� o �_ } w 1- u. Z w U =, O ~ z np = 0.133753 - k = 0.4005 j= 0.8665 2/jk = 5.7635 fb = 174.4 fa = 53.1 fm = 227 Fb = 665 Mbend = .«,;<z •71 Paxial = _._ ":-T.,. ;•. . duration = :z:; Location: Data: <masd >rdp fm = As = s • acin • = rout Amasonry = tf= Loads: < « c < « <f< < « i. «< < f t < < f < «< < f«< <« < f < t•f <t • ' <` ':4f 'rh £ :',M.i ': sk,.' : � 2' i < vy ',> tv ; c $:s # . �r = '; t i preS�" i:"^ ; 3i' >»u»suif3f3a « i»ss Ti 3> a>I. » > msi3s io »> »is»RM : i'i 333»it3s333ssi33>sff33» iss33 R3i333>si»333i f iM if> s3iob3i >?Sisit'>3itkiiiisi>Si>�. Masonry Bending Stresses (Working Stress) (psi) (psi) (inA2) (in) (na for beam /columns) (in) (in) (use 12" for wall) (full /partial) Aeff (in ^2 /ft) wall, or Ag beam (in) (lb-ft or lb-ft/ft for walls) (Ibs /ft of width for walls) (1.011.33) Note: The value fm assumes small axial Toads thus fm = fb + fa. If P is large then Fa masonry must be determined and the interaction equation used. For column Asmin = .005 Aeff, Asmax = .04Aeff. Calculations: Em = n= 1125000 25.8 (per bar for wall or total for beam /columns) .5p = Pact= 0.005345 0.005189 ok fs = Fs = 6730 31920 kd= I 2.1221 (depth of neutral axis) (psi) (max) (psi) (psi) (psi) (Psi) (psi) (psi) (in) ok half I ok 1 ng >tf � March 24, 2000 Rob King 20503 — 88th Avenue West Edmonds, WA 98026 RE: CORRECTION LETTER #1 Development Permit Application Number D2000 -048 Furniture Building 5951 South 180th Street Dear Mr. King: City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 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 Building Division and Public Works Department. At this time, the Fire Department and Planning Division have no comments regarding your application for permit. 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, 4 4,414, /4a- Brenda Holt Permit Coordinator encl xc: File No. D2000 -048 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 z w .� U 00 (n 0 w= w 0 ? . 5.2 = I- ? 1- I- 0 Z ijj U 0 — 0 I-- w u.1 I- U g_ 0 . ui 0 = 0 z February 17, 2000 Rob King RC Const/Mgmt. Inc. 20503 88` Ave. W. Edmonds, WA 98026 Dear Mr. King: Sincerely, Tammy Beck Permit Technician encl File: D2000 -048 City of Tukwila Steven M: Mullet, Mayor Department of Community Development Steve Lancaster, Director z w re J UO 0 co co w J w 0 SUB ECT: LETTER OF INCOMPLETE APPLICATION #1 2 Development Permit Application Number D2000 -048 g Q Furniture Building U 5951 S 180 St a z = I 0 Z F- This letter is to inform you that your permit application received at the City of Tukwila Permit Center on w February 15, 2000, is determined to be incomplete. Before your permit application can begin the plan U a ; review process the following items need to be addressed. 0 N : 0 H Building Department: Contact Ken Nelson, Plans Examiner, at (206)431 -3677, if you have any = ul questions regarding the following: q g g g� u. 0 1. Exterior and Interior lighting plans with Energy Code Compliance Form for lighting. u i U 0 1` 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. 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 the City of Tukwila Permit Center at (206) 431 -3671. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206 - 431 -3665 ' Z February 25, 2000 Dave Swanson, P.E. Reid Middleton 728 - 134th Street SW, Suite 200 Everett, WA 98204 City of Tukwila Department of Community Development Steve Lancaster, Director RE: Structural Review Parkway Supercenter — Furniture Building (D2000 -048) 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. Sincerely, f Brenda Holt, Permit Coordinator encl xc: Permit File No. D2000 -048 Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206. 431 -3665 z z 6 J U O 0 El) CI U) w w =: • IL J � I o 2 LL 59. H = . z � o : z uj 2 U co O — . OI- w w H U • O 1 z F- = 0 1- Z February 25, 2000 Rob King RC Construction Management Inc 20503 — 88th Avenue West Edmonds, WA 98026 Dear Mr. King: Brenda Holt Permit Coordinator File: D2000 -048 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: Letter of Complete Application Development Permit Application Number D2000 -048 Parkway Supercener — Furniture Building 5951 South 180th Street This letter is to inform you that your permit application received at the City of Tukwila Permit Center on February 15, 2000, was reviewed at the February 24, 2000, plan review meeting. Your application has now been determined to be complete. Your permit has begun the plan review process, you will be notified of any required corrections or when your plan is approved. If you have any questions, please contact me at the City of Tukwila Permit Center at (206)431 -3672. Sincerely, 1. 6300 Southcenter Boulevard, Suite 11100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 z ~ w tr 0 N0 w= J l� (0 u- wO ga ZCy � I— O Z w j` 0 O - O F = U LL .z w 1 OH z TO IZ0-(1-`( RAJ o1/4(‘.._ DATE: r Z-2-' — 0 FROM: At 0 3 -< 0 „ n TITLE: COMPANY: Gemm_us--66 TITLE: e DEPARTMENT: DEPARTMENT: ERRORS 1) HANG UP OR LINE FAIL 2) BUSY TRANSMISSION RESULT REPORT (FEB '00 11:02AM) TUKW__r. i)CD /PW (AUTO) THE FOLLOWING FILE(S) ERASED FILE FILE TYPE OPTION TEL NO. PAGE RESULT 045 MEMORY TX 9 *- 15036700235 07/07 OK 3) NO ANSWER 4) NO FACSIMILE CONNECTION CITY OF TUKVVILA PERMIT CENT4R FAX. TRANSMITTAL FAX NUMBER: (206) 431 -3665 FAX NO. ! -5o G? O 0215 NUMBER OF PAGES TRANSMITTED, INCL. THIS COVER SHEET: SENT BY (INITIALS); 1 --------- Atm ■ nmt7"."xs.. ..:Ri. . r 1'.F. .onu i ° /.- 1...m. .^pig /b. r//1: o . mm I TO: 1 t0.41 (4 M P (-- DATE: 7 2- "Z0 . -.0 0 TITLE: FROM: d . — v COMPANY: Y eMm.. a.n— S^riq -u. C TITLE: DEPARTMENT: .rte DEPARTMENT: THE FOLLOWING FILE(S) ERASED FILE FILE TYPE OPTION TEL NO. 020 MEMORY TX *- 15036700235 TRANSMISSION RESULT REPORT (FEB 22 '00 11:48AM) TUKIN__r. JCD /PW (AUTO) PAGE RESULT 00 /07 E- 3)3)3 ERRORS 1) HANG UP OR LINE FAIL 2) BUSY 3) NO ANSWER 4) NO FACSIMILE CONNECTION CITY OF TUKWlI,A PERMIT CENTER FAX TR.A,IITSMITTAL FAX NUMBER: (206) 431 -3665 FAX NO. 6"")c) OV3 DER OF PAGES TRANSMTXTED, INCL. THIS COVER SHEET: SENT BY (INITIALS) : .� cam+'+ ,/� (�' W- *4�r,reSOfernzi§rft7 ... 1 2e Arw;0Plrr.<7.0r+w.•Cr.:ArATITAr vot; tes&Aa�aPi•w7rea,•aC;rIA IIMcYt'Mlnil!F14, iNff rnt 701 Z W et 2 JU 00 co o W I N LL 0 u - W = W F- Z F. I- 0 Z I- w U ( ON CI I- WW H H O W Z . Off' z 1997 UNIFORM BUILDING CODE :4i,Hazardata, cations: The following shall be consideied'specific;hazardous locations'for the purposes of 187 - yj w „. ' -t Glazingcm ingress and. egress doors except jalousies. ;Glazing iii fized sliding panels of 'sliding door assemblies' and panels in swinging doors other than wardrobe doors: ? 3. Glazing.in storm doors•` • 4. Glazing in all unframedswinging doors. 5. Glazing indoors and 'enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers. Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches (1525 mm) above a standing surface and drain inlet. . 6. Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24 - inch (610 mm) arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than inches (1525 min) above the surface. (Insert Facing Page L1 -257) 7. Glazing in an individual fixed or operable panel, other than those locations described in Items 5 and 6, that meets all of the following conditions: 7.1 Exposed area of an individual pane greater than 9 square feet (0.84 m2). 7.2 Exposed bottom edge less than 18 inches (457 mm) above the floor. 7.3 Exposed top edge greater than 36 inches (914 mm) above the floor. 7.4 One or more walking surfaces within 36 inches (914 mm) horizontally of the plane of the glazing. 8. Glazing in railings regardless of height above a walking surface. Included are structural baluster panels and nonstructural in- fill,panels. EXCEPTION: The following products and applications are exempt from the requirements for hazardous locations as listed in Items 1 through 8: 1: ' Glaring in Item 6 when there is an intervening wall or other permanent barrier between the door and the glazing. 2. Glazing in Item 7 when a protective bar is installed on the accessible sides of the glazing 34 inches (864 mm) to 38 inches (965 mm) above the floor. The bar shall be capable of withstanding a horizontal load of 50 pounds per linear foot (729 N /m) without contacting the glass and be a minimum of 1 -1/2 inches (38 mm) in height. 3. Outboard pane in insulating glass units and in other multiple glazed panels in Item 7 when the bottom exposed edge of the glass is 25 feet (7620 mm) or more above any grade; roof, walking surface, or other horizontal or sloped (within 45 degrees of horizontal) surface adjacent to the glass exterior. 4; Openings in door through which a 3- inch - diameter (76.2 mm) sphere will not pass. i `- .5. Assemblies of leaded, faceted or carved glass in Items 1, 2, 6 and 7 when used foie decorative purposes. 6. Curved panels in revolving door assemblies. 7. Doors in commercial refrigerated cabinets. 8. Glass block panels complying with Section 2110. 9. Glazing in walls and fences used as the barrier for indoor and outdoor swimming pools and spas when all of the following conditions are present: 9.1 The bottom edge of the glazing is less than 60 inches (1525 mm) above the pool side of the glazing. 9.2 The glazing is within 5 feet (1525 mm) of a swimming pool or spa water's ed g 10. Glazing in walls at stairway landings within the width of the stair and within 5 feet (1525 ram) beyond the bottom and top of flights of stairs, where the bottom edge of the glazing is less than 60 inches (1525 ram) above a walking surface. Effective 7/01/98 Met TO: 4.41 koVI\ (.__- DATE: 2 -- ZZ. -0 0 1 TITLE: FROM: Rd- /<(/v � 0, E COMPANY: TITLE: DEPARTMENT: /0 i.yM:: / /:,,,-:. %.:— /A•i Mri ,,,, :70,/ /900 NO: .'f.0, .0':: . ., , ?H/10,, ,, ,./f. % DEPARTMENT: .0500000X4 FAX NO. -iO - 6-2v - oa NUMBER OF PAGES TRANSMM ED. INCL. THIS COVER SHEET: LL i s CITY OF TUKV4 _._s PERMIT CENTER FAX TRANSMITTAL vn-` -`t sm eau L -44.3 i -366 S� cZd DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 Southcenter Boulevard, Tukwila WA 98188 ''v2 2`. r, mm', �x..,+ ?3ll t?! 3?Y. t4wY, 1+ ISs?' pMR"! fsSS7! a^' yfj4?? nlal^ ?N" M1R' r vi'l wcr? fi`! n1:: 1 ' i ^ rav:4 * .'x • .: ?'4vy .�.wn,,,.vq•sr; FAX NUMBER: (206) 431 -3665 SENT BY (INITIALS) : IF THIS COMMUNICATION IS NOT CLEARLY RECEIVED, PLEASE CALL: I "tiy Q �ok� 2a 6 - 1---17-4,74 .."...•fig %edfs .4111.1*" n "'S", f'r rla% ^`Y'AeVG' Cis /n .t k:,y:m..::t,ioo'11,1 ': S o •'AV <. Office: (206) 431 -3670 06 TO: c/0 xfi DEA-kt 6 e_APt P P ,f)-,d DATE: 2- 23 - cc . I TITLE: caP. FROM: e t ..; COMPANY: 4,9"0"9t60 63vi(S.7 TITLE: ei. 2(7 /AJ P. DEPARTMENT: DIVISION: i „ . , , F Ni CALLED. 248 -5 rioo Won1~7 CI :JL OF TUKWILA — PU1 .0 WORKS DEPT. FAX TRANSMITTAL FAX NUMBER: (206) 431-3665 TOTAL NUMBER OF PAGES TRANSMITTED, INCLUDING THIS COVER SHEET: SENT BY (INITIAL •)CONWATTNAVONVeNWOOMONSNITNXikisliv.evilfAs<JetssvfookeereeN0440.NivMM.VM4XJ.W. iteTNI,VX44.0G.TX4WOMCIVONY4.+NN SUBJECT: 74-e-1/4 COMMENTS/MESSAGE: P �i-- 4-702.2/20L,76n xis 77 r - ) 17 4 f.7- 7 k/r9-46 p p',fLL 77) 7?7 rN 6,A I I, 7 /410 (6 0 • tuft WA-cc_ 8 Er ki(-7 /4-6 c.-b CSA-cr 41 7 7 o " rn- IF THIS COMMUNICATION IS NOT CLEARLY RECEIVED, PLEASE CALL: tie.wiie.w.v.v.veNsv.te.ivre■XOPNitiiiii•Ki■V;riiki•Kiiiiiiiii44:44viiv. TUKWILA PUBLIC WORKS DEPT. - 6300 Southcenter Blvd., Tukwila WA 98188 - (206) 433-0179 09/18/92 No. of Copies Description 1 Plan Set 1 Geotechnical Report 1 Correspondence 1 Structural Calculations 1 Project Manual 1 Revised Set Structural Sheets Reid iddleton Date: April 10, 2000 To: Brenda Holt City of Tukwila 6300 Southcenter Blvd., Suite #100 Tukwila WA, 98188 Project: Tukwila Parkway Supercenter Furniture Building (D200 -048) File No. 26 -00- 005 - 010 -02 Enclosures: Date Required: 728 134th St SW, Suite 200 Everett, WA 98204 425/741 -3800 (Fax 425/741 -3900) From: Wade A. Damey cc: Action Requested: ❑ None ® For your Records ❑ For your Signature ❑ For your Review and Return ❑ Other: Remarks: Enclosed are the approved plan set for Parkway Supercenter Furniture Building. Please call if you have any questions. TRANSMITTAL MEMO z w 2 it 0 . O O; co o , CO al co J = w O g a: to 1- z,._, H O z ►- uj 0 - 0 I— T w — O .z ' Lid co 0 /-- z DATE X1 / JOB NO. 79 7, 0Z J ATTENTI=ON ki J. 4 �� ` t �tr RE: i-cu �k..�u. 5.. pert er yeti gr — �Iv . Consulting Engi„_ s TO � , � M �a��v, 1 WE ARE SENDING YOU VIA: ❑ Messenger MOvernight Courier ❑ U.S.Mail COPY TO 111 S.W. Fifth Avenue, Suite 2500 Portland, OR 97204 -3628 (503) 227 -3251 FAX (503) 227 -7980 72-5 I y " S+ 5 v.1 FV'elre,* / Vo4 Qe204 ❑ Shop drawings ❑ Copy of letter ❑ Prints ❑ Change order Ei Plans - WC/ CO5 -- C:. ' (� - OZ. SIGNED: 11 enclosures are not as noted, kindly notify us at once. Lettei Jf Transmittal ❑ Samples ❑ Specifications 0 COPIES. „, Li j 1 Inn .'DESCRIPTION P e' M 4- Rr, 1.01 % 6 L 1 2[ [.pt S +rte h , trt4 D � w S copies for approval copies for distribution corrected prints THESE ARE. TRANSMITTED as checked below For For your use As requested For review and comment FOR BIDS DUE 0 „Approved as submitted ❑ Approved as noted ❑ Return for corrections 20 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS AP REID MIC(3tEr0111 z Z 00 N0 cow J = F- w0 g< =d F ., w z � I- 0 Z I- w 0 0 - 0 I— T Lilo O Z U = 0 I Z w Reid iddleton March 10, 2000 File No. 26 -00- 005- 010 -01 Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review - First Submittal Parkway Supercenter — Furniture Building (D2000 -048) Dear Mr. Griffin: 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 following comments should be addressed by the permit applicant. A copy of this letter was forwarded to the project contact for your convenience. General 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. The Structural Notes should indicate that the premanufactured trusses will be stamped with the manufacturer's company name, the design load, and the spacing of the trusses, as required by UBC Section 2321.4. 3. Calculations qualifying the design of Footing E along Grid A should be submitted for our review. 4. The General Notes specify a geotechnical report dated February 23, 1998; however, the geotechnical report submitted is dated September 23, 1997. Please clarify. 5. Calculations should be submitted qualifying the design of wall anchorage to flexible diaphragm per UBC Sections 2108.1.5 and 1633.2.8. 6. Detail 20/S6.2 referenced on Sheet S3.1 is not found in the drawings. Please coordinate the drawing with the detail specified. RECEIVED MAR 1 3 2000 COMMUNITY DEVELOPMENT Washington Oregon Alaska Engineers Planners .Surr'ey0rs Reid Middleton, Inc. 728 134th Street SW Suite 200 Everett, WA 98204 Ph: 425 741 -3800 Fax: 425 741 -3900 � w O O w w. w w O u. a. D. I— i Z al Ill U CO o� ' w , 2 w z 01 — z Mr. Duane Griffin City of Tukwila March 10, 2000 File No. 26 -00- 005- 010 -01 Page 2 7. Detail 3/S6.1 specifies 2x blocking between joists. These members are required to be a minimum of 2 1/2 inches per UBC Section 1633.2.8.1, Item 5. 8. The strength of the metal straps used from wall to roof diaphragm per UBC Section 1633.2.8.1, Item 4, should be submitted for our review. 9. The anchor bolts shown in Detail 3/S6.1 specify a minimum embedment of 6 inches; however, UBC Section 2106.2.14.1 requires at least 1 inch of grout between the end of the bolt and the masonry. 10. Calculations should be submitted qualifying the diaphragm nailing shown in Detail 3/S2.3 per UBC Section 2319.3. RECEIVED MAR 1 3 2000 COMMUNITY DEVELOPMENT 11. Please provide clarification and calculations on the 2.4 kip force shown acting on the joists between Grids 7 and 8 on Sheet S2.2. 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, Rte_ Mis;�e on, Inc. Qua David B. Swanson, P.E., S.E. Wade A. Damey, EJI.T. Director, Structural Engineering Group Plan Review Engineer bjr\26se\planrevw\tukwila\00\tO l Or l .doc \wad cc: Jeffrey A. Benner, Benner Stange Architects Rob King, RC Construction Reid iddleton Reid iddleton April 10, 2000 File No. 26 -00- 005- 010 -02 Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review - Final Submittal Parkway Supercenter — Furniture Building (D2000 -048) Dear Mr. Griffin: 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. vid B. ► wanson, > °.E. S.E. Ditector, bjr\ 26se \planrevw\tukwilaVJOV.010r2.doc \wad Enclosure cc: Jeffrey A. Benner, Benner Stange Architects Rob King, RC Construction GJD K Wade A. DameyfE.I.T. tructural Engineering Group Plan Review Engineer RECEIVED CITY OF TUKWILA APR 1 1 2000 PERMIT CENTER Washington Oregon Alaska Engineers Planners Surveyors Reid Middleton, Inc. 728134th Street SW Suite 200 Everett, WA 98204 Ph: 425 741 -3800 Fax: 425 741 -3900 .YcS�:iCU..4iv.:Lw4.iiAui+1L �JINT:GW�':Ai+ niq v.':d' I• 'tl • z ~ w re 6 • JU 00 : vo W = : co u. W O gQ; = LI d 1 W _. .z 1=0' z I— W W U ai • O - , i o W W . z • 1-: O. t ..z z 10/24/00 TUE 09:06 FAX 253 891 1168 THE TRUSS CO. October 24, 2000 Attn. Dave Maloney & Bell C/o Stellar Structures P.O. Box 1528 Sumner, WA 98390 Subject: Parkway Supercenter overframing trusses (our job #49698) Dear Dave, I understand that a question has been raised by yonr,building official regarding the bearing provided to our truss `D1' for the above job. A copy of this sealed truss design is attached. As you can see, this truss was designed with bearing points at 24" on center along the bottom chord. It was designed this way in order to be positioned over TrusJoist trusses perpendicular below. These bearing points do not need to line up with panel points within the `DI' truss as you can see on the truss design. From what I understand, the shims placed on top of the roof diaphragm may have been shifted left or right, and this was a concern as to the structural impact on our trusses. Please be assured that so long as bearing is provided at approximately 24" centers along the bottom chord, the truss is unaffected. (The bottom chord is only stressed to 24% of capacity because the reactions are small.) Please consider this letter as our approval of such a shift in the bearing points. By the same token, the 'F1' trusses were similar, but positioned parallel to the TrusJoist trusses below. For this reason our truss design shows continuous bearing along the bottom chord, on the assumption that any shim would also be parallel and run along the entire length. Again, the bottom chord is stressed only 29% of capacity, so there is room for a certain amount of variation. Please understand that these assurances deal only with our trusses, and not with any structural considerations regarding the TrusJoist trusses or the shims themselves. If your building official has any further questions about how to interpret our sealed truss designs, please feel free to show him/her this letter or have them call me at 253- 863 -5555. Respectfully, Mark D. Champneys Engineering Manager Cc: Dana Elkhart Encl. OCT 24 '00 09:18 theTrussco & Building Supply 2802142 Avenue E - P.O. Box 1770 - Sumner, WA 98390 - (253)863-5555 Fax:(253)891 -1168 C W R C Q �� C�) O Wu 4 f Lit( ocr 2 4 2040 p ?Mlr VvrE lj 0 01 253 891 1168 PAGE.01 w W= w g Q. D.. a z �. I-0 Z w U �. 0 22 1— ww L CU co 0 1 ' z ‘ 10/24/00 TUE 09:06 FAX 253 891 1168 THE TRUSS CO. Job ITruss 49698 1D1 LOADING (psf) TCLL 25.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 Continued on page 2 Truss Type _L__ DBL. FAN 5 � 1 (optional) 4.200 s Apr 13 2000 MiTek Industries, Inc. Mon Jun 05 13:06:06 2000 Page 1 6-5.0 I 12.6.8 6.5-0 6.1 -8 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC97 /ANSI95 4.39 12 3x4 CSI TC 0.77 BC 0.24 WB 0.53 (Matrix) 18-8.0 6.1.8 5k6 4 24-9.8 6-1.9 sty Pty I — 30.11 -0 , 6.1-8 3x4 DEFL in (Ioc) Udefl Vert(LL) -0.01 15 >999 Vert(TL) - 0.0114 -15 >999 Horz(TL) 0.01 28 n/a 1st LC LL Min Vdefl = 240 37.4.0 6.5.0 6x8 1 - a n ■ 4 8 8 m D 8 p 8 9 10 11 12 1314 1518 17 19 19 2021 2223 24 25 26 27 28 2x4 II 3x = � 3x8 = 24; = 3 •_ 30.1 X34 0 2x4 I I 2.8-0 , 5-4-0 6-5 34 -p 1146° : 10.8 l� . 18 0 0 1 18.8 -0 1 21-4.0 1 24-0.0 1 26-8.4 29-4 - 33.0.0 .37 -4.0 2.8-0 2.8.0 1 -1-0 2-8-0 1.10.8 2.8.0 2 -8-0 2.8.0 2-8-00-9.8 2.8.0 1 -7 -0 2-8-0 2-8 -0 1 -7-0 0.9.8 1.10 -8 1 -1-0 PLATES GRIP M20 185/148 Weight: 213 Ib LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Sheathed or 6-0 -0 oc purlins, except end verticals, BOT CHORD 2 X 4 HF No.2 80T CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 HF Stud/Std *Except WEBS 1 Row at midpt 2 -15, 3 -15, 3 -18, 4 -18, 5-18, 5 -21, W2 2 X 4 HFNo.2, W1 2 X 4 HF No.2, W2 2 X 4 HF No.2 6 -21 REACTIONS (Ib /size) 8= 419/0 -3 -8, 18= 1165/0 -3-8, 28= 419/0 -3 -8, 9= 3/0 -3 -8, 10= 18510 -3 -8, 12= 115/0 -3 -8, 14 =105/0 -3 -8, 16= 236/0 -3 -8, 17= 22/0 -3-8, 19= 22/0 -3 -8, 20= 236/0 -3 -8, 22= 105/0 -3 -8, 24 =115/0.3 -8, 26=185/0 -3 -8, 27= 3/0 -3 -8 Max Horz 8 =165(Ioad case 4) Max Uplift8=- 37(load case 3), 18=- 50(load case 4), 28=- 5(load case 4) Max Grav8 =446(load case 6), 18 =1165(load case 1), 28= 446(Ioad case 7), 9 =99(load case 2), 10 =190(load case 6), 12= 120(load case 2), 14=120(load case 2), 16= 244(load case 6), 17 =99(load case 2), 19 =99(Ioad case 2), 20 =244(load case 7), 22 =120(load case 2), 24= 120(foad case 2), 26= 190(Ioad case 7), 27= 99(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2= -258, 2 -3 =-132, 3-4 =218, 4 -5 =218, 5 -6= -132, 6 -7 =-258, 1 -8= -369, 7-28=-369 BOT CHORD 8 -9=41, 9- 10 =41, 10-11=41, 11 -12 =177, 12 -13 =177, 13 -14 =177, 14-15 =177, 15-16=53, 16- 17 =53, 17- 16=53, 18- 19 =53, 19- 20 =53, 20- 21 =53, 21 -22 =177, 22 -23 =177, 23 -24 =177, 24 -25 =177, 25- 26 =41, 26-27=41, 27-28=41 WEBS 2 -11= -270, 2 -15= -188, 3- 15 = -70, 3-18=-3.40, 4-18=-531, 5 -18= -340, 5- 21 = -70, 6-21=-188, 6-25=-270, 1 -11 =170, 7 -25 =170 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 8.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7 -93 per UBC97 /ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber txPAN DOL increase is L33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16 -B, UBC -97. A WARNING - VERIFY DESIGN PARAMETERS AND READ ALL NOTES ON THIS AND TRUSS DRAWING NOTES BEFORE USE. Design valid for use only with MITek connectors This des gn Is based only upon parometet5 shown, and is for an indMdual building component to be Installed and loaded verllcdly. Applicability of design parameters and proper kvcorporatton of component Is responsibility of building designer • not 7us5 cosigner. Bracing shown I5 for lateral support 01 Inolvidud web members only. Adaltional tempStary bracing to Insure stability during construction i5 the responsibility of the erector. Addlticnol permanent arming 01 the overall structure is the resporwbilty of the building Cosigner. For general guidance regarding fabrications, quallty COnt,OL storage, Delivery. erection and bracing, consult 0ST - 88 Quoitty Standard. 058.89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommen0ollon aucrlaole from Truss Plote Institute. 583 0 Onohto Drive, Madson, WI 53719. RECEIVE° CITY OF TIJKW!I OCT 2 4 2000 PERMIT CENTER theTRUSSco. & BUILDING SUPPLY INC. 253 $91 1.15 :..7 ?1'Agmr�u,..�,U.M ••A!5 ...r.. :.p ;l ( 002 Scale: 1I8'= 0E rnr rl T Z Z Z re 2 UO CO W I F- N W W D. 3 = W H Z � I- 0 Z I- W Lu U� 0 O W W 2 U Z l l l U 0 Z Job 49698 J.0 /24/00 TUE 09:07 FAX 253 891 1168 LOADING (psf) TCLL 25.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 Truss F1 Continued on page 2 Truss Type DBL. FAN 5x6 10 2x4 II 6.5-0 6-5-0 0.25 12 6.5.0 6.5.0 SPACING 2 -0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC97 /ANSI95 3x4 3x6 11 3x4 ! uV; IL' PFG�e+ Sd;© 4,.[: 0 - IL��rf: Ms4vvxnon +Ft.�.... „-,, 12-6-8 18-8.0 6.1.8 6-1-8 4.39 12 3x6 =3x4 = 12 -8.8 3x4 4 12 13 CSI TC 0.73 BC 0.29 WB 0.30 (Matrix) LUMBER TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 4 HF No.2 WEBS 2 X 4 HF Stud /Std *Except' W42X4HFNo.2, W2 2 X 4 HF No.2, W1 2 X 4 HF No.2 W3 2 X 4 HF No.2, W5 2 X 4 HF No.2, W7 2 X 4 HF No.2 THE TRUSS CO. (optional) 4.200 s Apr 13 2000 MiTek Industries, Inc. Mon Jun 05 13:07 :51 2000 Page 1 5x6 = 5 14 3x8 Qty 5 3x4 Ply 1 249.8 30-11-0 37-4-0 6.1.8 6-1-8 6-5-0 3x4 6 3x6 15 16 3x4 = 3x8 = 18-8-0 24.9.8 30 -11.0 6.1.8 6-1.8 6-1-8 6.1 -8 - 7 6 17 3x4 = DEFL in (Ioc) I/defl Vert(LL) n/a - n/a Vert(TL) Na - n/a Horz(TL) 0.01 18 n/a 1st LC LL Min lldefl = 240 37-4 -0 6-5-0 • �:r.� ���.�r �:e•:� at• � ��� s.�s.� �a� ��:� sw� � �r-� w��.�:��� �� �cr�� 4x6 9 18 2x4 II REACTIONS (Ib/size) 10= 304/37 -4-0, 12= 29137 -4 -0, 11 = 432/37 -4 -0, 13=470/37-4-0, 14= 856/37 -4 -0, 15= 473/37 -4 -0, 17= 434/37 -4 -0, 18= 303/37 -4 -0, 16= 31/37 -4-0 Max Horz 10=- 222(load case 3) Max Upl'ift10 =- 12(load case 3) Max Grav10= 325(Ioad case 6), 12= 48(load case 2), 11= 434(Ioad case 6), 13= 486(Ioad case 6), 14= 856(load case 1), 15=487(load case 7), 17=436(load case 7), 18= 321(load case 7), 16= 51(Ioad case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2= -127, 2-3=-59. 3-4=88, 4- 5164, 5-6 =164, 6 -7 =91, 7- 8 = -56, 8 -9= -123, 1 -10 =- 238, 9-18= -240 BOT CHORD 10- 11 =36, 11- 12 =55. 12- 13 =54, 13-14=-17, 14- 15 = -20, 15- 16 =52, 16- 17 =52, 17 -18 =31 WEBS 2 -11= -339, 2 -13 =- 117, 4-13 —277, 4-14=-137, 5-14=-494, 6 -14= -131, 6 -15= -283, 8 -15= -120, 8 -17 =-338, 1- 11 =26, 9 -17 =31 NOTES (8) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind Toads generated by 80 mph winds at 25 ft above ground level, using 8.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure 8 ASCE 7 -93 per UBC97 /ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Gable requires continuous bottom chord bearing. 4) This truss has been.designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16 -B, UBC -97. 5) Bearing atjoint(s) 10, 12, 11, 13, 14, 15 considers parallel to grain value using ANSI/TPI 1 -1995 angle to grain formula. Building designer should verify capacity of bearing surface. 1 PLATES GRIP M20 185/148 Weight: 232 Ib BRACING TOP CHORD Sheathed or 6 -0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing, Except: 6 -0-0 oc bracing: 13- 14,14 -15. WEBS 1 Row at midpt 2 -11, 2 -13, 4 -13, 4 -14, 6 -14, 6 -15, 8 -15, 8 -17, 1 -11, 9-18, 9-17 2 Rows at 1l3 pts 5 -14 A WARNING - VERIFY DESIGN PARAMETERS AND READ ALL NOTES ON THIS AND TRUSS DRAWING NOTES BEFORE USE. Design walla for use ony with MTek connector. this design Is bused only upon parameters shown. aria is for an Individual building component to oe Installed and loaded varticol.y. Applicability of design parameters and proper ktcorporation of componenl b responslblltty of building designer - not truss designer. Srae:ng shown is for larerol support of Indivlduai weo members only Additional temporary bracing to insure stability dbnng construction Is the responsibility of the erector. Addlllonoi permanent bracing cf the overall sttuctura Is the responsibility of the building designer. For general guidance regoraing fabrication. quality control. storage, delivery, erection and bracing, consult BST -88 Dimity Standard, 0.58.89 Bracing Soeci6Cotlon, and 1416-91 Handling Installing and bracing Recommendation available from Truss Plate Institute. 583 D'Onofrio Dove, Madlson. WI 53719. RECEIVED CITY nc -• OCT 2 4 2000 3 d PERMIT CENTEb X 003 Scale - 1:112. theTRUSSco. & BUILDING SUPPLY INC. z W 6 O 0 U) W I N U. W 0 u_ to a I w ZO W 0 • - a I— =W 1 — U -- O LIJ U ( I ) 0 H O Z 10/19/2000 15:40 4257028732 1U / LUIVU lY:itl 1.1441J1 " - C14....SWIe,. Date: 10/19/00 Pages Setif: 6 Job No,: 99557.02 (including cersheet) Attention: Terry Novak Company Name: ESA/50-870 -0234 From: Ross Palmer Regarding: Parkway Supercenter Phase II Message: Here are the stamped verifications for the a t'canopy f?pm Truss Joist Macmillan as well as a letter regarding epoxy ancho s_ The stamped originals win be sent Please call with any Tuitions Ross gob Bt a do Copies To: Dave/Maloney & Bell Rob lGng 425 - 702 -8732 206.575 -4140 j ze - -�� AfterFaxing, please: Ej File ❑ ! R et y to f Sent r ❑ Mai ❑ Discard PLEASE CONTACT THE SENDER IF YOU DO NOT RECEIVE ALL PAGES 111 S.W. Fintr Avenue, Suite 2500, PorUNnd, OR 972043028 (503) 227 Piur No. (503) 227 -7980 REVISION N0.? MALONEY AND BELL NW ►u zuz' MCA I:. /ii' 'i C:i.,� w RECEiakff. .- OCT 19;2000 3 I REDMON[) FAX COVER SHEET RECEIVED CITY OF TUKWII.A PERMIT CENTER PAGE 02 ft./ 400AI Asa OCT 1 9 2000 D -048 !+. F�[+.:. tltl�" R�F.. kF�" �". �. t� :��4fs!M ?at�w2;�.t'.roaY?s�_+,: �'t �] i�34+. L' a' ��. fr34rmrrc „Ir,»m�.x�apamrww^rar�n��.� t�asr, �. r,,:. vt: �+ rt?�; 1PrC' �8! �' 3�q! �'' �S:• �7�? wf5! �51t1« v` T' �e1�tr :;�MY'r.>�f- �'t.=rr. *M�,�1 z w fr . 0O N 0 w= J � Wry w u) w . z Z W uj U O N 0 u j W o P- 0 I z .10/19/2000 15:40 4257028732 MALONEY AND BELL NW ECM Oonsul'.ing Engineers Mr. Terry Novak Bennerfstenge & Assodates 5000 SW Meadows Rd., Suite 430 Lake Oswego, OR 97035 RE Parkway Supercentar Phase 11 Epoxy Anchors A9.4 y(/, Ross Palmer ff 1 119655 7,02epnxyrandtars.10- 19416oci RECEIVED D CITY OF TUK`h October 19, 2000 oCT 1 9 2000 PERMIT CENTER Dear Terry: A question was raised regarding the use of epoxy anchors as wall anchors on the Parkway Supercenter Phase 11 buiding. We were requested to address paragraph 1605.2.3 of the 1997 Uniform Building Code (Volume 2). The phrase °wall anchor ties neesi to be physically attached to or hooked around the reinforcing steer is cited. Reviewing both par49raphs 1605.2.3 and 1633.2.8 of the UBC ,it appears that the statement above refers specifically to strap type anchor ties. The code goes on to state °or otherwise effectively transfer forces to the reinforcement steer. Our revisions to Details 31S6.1, 4/S6.1, and 5/S6.1 all' show additional reinforcement placed at the location of the epoxy anchor. We feel that due to the 'pull out cone" failure ;node of an epoxy anchor that tension failure ; of the anchor will engage reinforcement as intended by the UBC, thus effectively transferring the forces to the steel. Sincerely, EtltiCIES a1L0W4. tit S.W. Filth Avenue, Swte 7500 Porttt "0, OR 91204 -1018 (503) 227.32S1 Fax (503) 227.7980 Yalttl• POIIIand San Feasc!Ofe Los Angxles Irvine San OIaso PAaanls PAGE 03 .10/19/ 15:40 4257028732 M 1e :.0 • sL i lacation Tietiegrfieiembit. l tt■itge le11dluIN1 1.. . -.13-4- t.)-1 6_,_ x lob Hon P.R. .,..7.ZGE r zs_._ MALONEY AND BELL NW - ��� /.l�l ��♦ \emu \�a lY RECEIVED CITY OF 1UK`rl P OCT 1. 9 2.000 TER . !ah•Numhar Shoot .. _ )1 Sb PAGE 04 rJ v4v !215 Soutbwesl Nimbus Avenue, Suite IOS /aeration, 0ngan 97005 rhos 503.5205025 • Fai 503.526.1937 ��5�. �. �' OCl' �. �' J. 9�! 90�' 15i�41' ��"',' ?" �. �ri,.. s�5ryr,+ �,,.;. ��r�z; tx,. �,. e�y��, � iN t ? ?:S'I.+N�1x.�Y:iK,}..s,sM...� hnin...;:.�s]:y�.. � 4252028732. PAGE..O4�„M,r,•�,,.,.,.�..,.,. z W • . Q Q JU O 0 CO w 1- U) w w gQ d I- w z � � Z • ~ 0 - O W W H • 0 LLO w z U = 0 1- z 10/19/2000 15:40 4257028732 building Cade:'100 M IT CENTER Herisantsl 'repetitive Dt . ')pe Series Profile Dep�h1 Din !o Pin I Mashers l2 ? 735 PARALLEL ]l.00" ' 39' - 6.25" MDT tlta D lotto/ Chard Slope 0.250 " /ft Right EM Nigh ' APPLICATION AND SPECIAL LOADS / TRUSS DEFLECTIONS ---- LOG 8AOlP 1 I 1 24.0• O.C. Show Roof Load Class: Snow(1.15) Live Load: 25.0 Psf Dead goad: 15.0 Ds( SPECIAL Live Lead pt94 lead Starting Few PPplte4 LOADS Units Loads Vass Lads Yideh • Loeatioe Bra. _in To Sloe Drift Mf 22/ 22 Sno.(1.35) 0 35' 6' 2' 0,00' Left To Chord Add Milers P1f 0 Seee(1.15) 9 35' 6' 2' 0.00' Lett Tog Chord Add Snot Drift h%st 3S/ 44 S */.(1.157 0 2' 0' 0.00' Left lap Chord Add 411o1 Drift PSI 44/ IS Seoe(1.15) 0 t' o' ' 0.00' tight Top Chord Add Live Load Defl.: 0.639' OR L/ 741 Tete' Load Defl.s 0.901' DR U 523 Rid Span ember: 0 ,1743" OR U 637 Garber listed is eased on 0pplicetIon 1ea16'tsls. Truss analysis includes canssderetion for oultlele lead grenp inpat.. i area - -- TRUSS CAbkITY MEETS OR EYCFF.85 THE DE611N LOAD REOUIii6D T5 D26CR18 D AQOVfE -=- •-s -Seas IN'ORTAMT! The analysis presented Delos As etteet free software developed by TRUS JOIST dacAILLAR. Allowable product values shown are lb aeeetdarser with current ;TAUS 101ST 14DILLAN baWWTiali and deiign values. STNS 101ST RarlILLIN engineering h,i verified the analysis. The 'nput loads and dlaeneions have bets provided by ethers and oust be verified and a pTMed for the specific application by the design pro/essaonai for the project. Truss /esig* value* have been accepted Eli the folloeine agencies: CAM, I00, CPCC1, BOCA, LAC ORD OSA 1 -------- -- ----- ......... .... Nang Nang DIAEI1SM$ -.1---- -.1---- Left Veering Fat." to Face of - Ri ht teariat I Vieth _ Dearings s Yidth G , TRUSSUPo4M71011 -• •..--- ------ NOTE: Truss ember forces are bawd on Load Greve 11 Total Loads (01/3_ /01/ Lilt Clip: s-CLIP Ri��ktt Clipt 5 -CLIP Reactions t19as/Rinl: 3717/ 703 Lk. 7433/ 623 Lbs. Beatiegis TM PIMN 1 TOP PINM 12 Top Chord Length = 39'- 11.35" of 2- 1.502 2.20" Mierellaa CA 144 lit Chard Length = 371- 1.29' of 2- 1.502 2.30" Merallae ND 141 7 panels at 45.6409" '31.292 31.292 I . l 1 I 1 -1613 s -4307 a -62BD a 7647 . -1380 . -8416 . -7911 . -6817 a -502! a -3466 a - 15564 11 -2969 -2145 -1630 - 999 -409 186 783 1370 1993 2 3077 8e681 2 3 4 5 6 7 0 7 10 11 12 13 14 15 16 17 11'19 24 21 22 2373 2142 ' 1610 999 409 -187 -781 .1170 -1994 -2133 -2695 1 3337 1 54011 7102 . 6157 . 85181. 8391. 75651. 6137 a 401E a 2241 4 I I ..... ... I ) 1 I 22.42 a panels at 45.5364• 31.862 31.162 22.82 111 Truss tearing Point (al 3/4 • D1a. Pin Location q -) Compressive Force 61 113 " Aia. DIP t•catl9n (1 1 bridging TOO location RECEIVED CITY OF TI1KWtt.A O CT 19 2000 MALONEY AND BELL NW litft Top Chord tin to Est 3.00" Btr Chord pin to End 9.00" • 1.11 3WIRRAT'i061 Veil Colors: 3341.= 'hilt's, 1494. Breen, 1614.= Rad, 185x.$ Bleck, 19ga. :5)ue Yeb1 .01a.- a. Males length YebI tie.- a. CO loath Weed Dia.-ga 1(a)�t ierRtlt 1 51.5001 Lar4e 43.22 8 1.25019 Swill 41.22 , 18 3.25111 L e 43.22 2 1.30014 Large 43.22 9-12 1.00019 Stall 43.22 • 19 1.25016 Lenge 37.67 1 1.2'011 tarts 43.22 13 1.25019 Seal) 43.22 2p 1. 1 6 Large 43,22 4 1.50016 Large 43.22 14 1.00019 Snail 41.22 . 2! 1./0016 Large 37.67 5 1.2!019 Large 40.22 IS 1.25016 Shall 41,22 ' 22 51.50014 Urge 41.22 6 1,25016 Large 43.22 16 3.25019 Thins 43.22 7 1.25011. Trans 43.22 17 1.50016 Lyle 11.22 Ri k 3. 7.00" In addition to LUA1 mcuP 11 LOADS, the following LOAD CROUP LOAOC else were used to generate critical *.abet forced sad required tTU54 eaterialt. APPLICATION AND 6P2CIAL LOADS --- Rept. aeebees: 140 -- -- LOAD GROUP 1 Q 24.0° O.C. 5noe Roof Lead Class: Bme(1.15) Lire Lead: 23.0 Psi he load; 15.0 Pt( ! SPECIAL Live Load Deal Lead , Siartinl Free I Applied L026 Units Ludt Class Leads Iidth • Location 1ry. C1(ord To Uaifen P11 0 Snoe(1.15) 9 35' 6e • 2' 0,00" Left ldp Chord Add Sobs Drift Pc! 35/ 44 Stoa.(1.151 0 t' 0' 0.00' Left TO Cher/ Ad/ Sawa Drift Psi 44/ Snewt1.15) 0 2' 0" ' 0.00' tight Tap Chord 044 Cossesatrated PIf ! 7 Snee(1.15) 67 2' 0.00" Left Tdp Chord Add Concentrated 030 57 Seae(1.15) 67 • 2' 0.40" Left 19e' Chord Add Concentrated Alf 57 Seoe(3,35) 67 2' 0.00' Right lop • Chore A48 Concentrated 011 57 Swall.15) 67 2' 0.00' Right Ito Chord Add APPLICATION AND SPECIAL LOADS ---- Rapt. webers: 113 - LOA) CAW 11 Y 41.0" Q.C. Snip tool Load Maass Sdan(1.151 Live Loads 25.0 Psi Dead Loads 15.0 Psi I SPECIAL Live Load Dead Lead i Starting Free i Applied 101119 units L0101 pass Loads Vidth Laotian keg. Chord To Snow Drift Pit 15/ 0 5oarr(3.15) 0 Al 0' 0.00• Left Tdp Chord Pee •• . - IMPLICATION The SPECIAL L00115 - 5 -- Rept. *enters: 110 Y --- LAID GROUP a e ea.o• D.C. Saos Roo1Load Class: Snoe(1.15) Livve� Load: 25.0 Psi Dead Lead: 15.0 Ptf , SPECIAL Live l0ad Dead Lead . ;Karon Ftoe • 0ppli4/ LOATH Units Loads Class Lads 1.14th . native 2?). Chard To Saw Drift pct 25i 0 Sno..11.15) 0 1' 0' 0.00' Let Top Chord Add Concentrated Lb* 57 5rw11.151 67 7' 0.00' Loft Tdp Olord A14 Concentrated Las 57 Snor(1.15) 67 7' 0.00' left Bet Chord Add t PAGE 05 - AOO /DOOtai QNd1I86J d.3dlt -. -- ISM22.8. 8Z :DT 00 /61/01 OGTO3119r.;st,00.r.15;;41 ,r::.ti";• r..,ry . - h„ • . .:>, ..-n „. � 4257.028732 PAGE 0S ..2.r. +.ia•�2 rare; �s. .. - "•:e!e.•t F:.•rs•[ , ..w+2., ",t?.!."xri! .e.. ,:. r:i:!•; °.rti.�•�e.a� Z W re L 00 W = H CD II_ W 1 ? I W Z = H H 0 W I- ug U ON o l- W W 2 H 11. .. Z W U = 0 Z ,10/19/2000 15:40 4257028732 MALONEY AND BELL NW 1 • Left Clip: 6" NOl$OTCH •Reactiooe (Mar/Vie): 2170/ 627 Lbs. Detrings: TOO PIN1 I Top Chord Length = 40'- 2:60" of Dem Chord Length 3E'- 4.11" of 14 panels at 34.0431" RECEIVED CITY OF TUK` II.A Right Clip: 6" NO -NOTCH 2413/ 714 Lbs. TOP Pibrr 1S 2 X 4 2400FB n9R 2 X 4 2100FE RSR • AC I.ICATIOH AND SPECIAL LOADS - 3nom Roof Load Class' >now(1.1S) Live Load: SPECIAL Live Load LIAR Units Loads Class Snow Drift Psf 0/ 35 Snow(1.15) - -- --- --- ~ ~- -- --- --- APPLICATION LOADS ONLY 8 32.00° 0.C. !SPACING Rept. oeabere: NO Snow Roof Load Class: Snow(1.1, Live Load: 2 25.4 Psf Dead ! 15.0 Psi 800/SOD iS�i. S' �L �iS��w�%! tf?+. ��a4'+ 1ifMN' mktu;_tiR"��KtaumcA+:'1..�.'n:n -,+�+J9x.r.z?w•.- •.•arn..n.:v OCT 1 9 2000 Molding. Code: 1;2 . Hbtizenaal , Type Soria% Profile Depth (s) . Pin to Pin 156 a TIL PARALLEL 38 .00E 3 ERMIT CENTER 39 8,50" Bottom Gard Slope 4,850 "1ft Right End Nigh APPLICATION AND SPECIAL LOADS / TRUSS DEFLEOTIONS -- LOAD GROUPIN 1 A Trion Roof load Class: Sno (1.15) Live Load: 25.0 Ps1 Dead Load: 15.0 Psf SPECIAL Live Load Dead Load Starting Frog LAOS Unit; LOadG C1411 Loads Ealdth Location Br g. Snow Drift Pot 10/ 30 Snor(1.151 o 40 2" -3.00" left 3110 Drift Psf 12/ 0 Snaw(1.15) 0 2 6" 0.00" Loft Concentrated Lbs 57 Snow(1.1S) 67 7 0.00" Right Top %.oncentreted Lbs 57 Sno•(1.15) 67 7' 0.00" Right Bta Live Load Def1.: 0.682" OR L/ 699 Total Load Defl.* 0.369" OR L/ 432 nio Span easier: 0.691" OR L/ 690 Caebor listed is based on Application Loads only. Tress analysis includes consideration for multiple load group inputs. d ---- -- TRUSS CAPACITY 1 E1$ OR EXCEEDS ENE DESIGN LOAD REOUINOENTS DESCRIED ABOVE ---- -- -*+Etc ItDORTANT! The analysis presented below is output frog softwre developed by iRUS JOIST NaenILLAN. Allocable product values shown are in accordance with current ; TRUS JOIST Racial materials and dmtign values. TR11S JOIST flaeR1LLAH engineering' has verified' the analysis. MP i'ont loads 9nf dist:mioms have been provided by others and oust be veriiied and apprmd for tb, ecific application by the design professional for the project. Truss design values hive been accepted by the following ayescles) 040, 1cD6, 9BCCI, WA, LAC AND OSA --- 1411131NG DlNENS10NS Left gearing Face to Face of Right Bearing = Yidtb bearings Yi th = TRUSS INFORRATION NOTE: Tress somber forces are bued on Lead Group Al Total Loads (01/3_/01i '� Left ,Top Chord Pin to End I 3.00" Ste Chord Pin to End 9.00' YEP I)MARTION --• i Yeb Colors' 131a.: Yellow, 142a.= Green, 161a.= Red, 181a.= *lack, 19ga. =6lue Veil' Dia.-go. Holes Length . VON Dia. -Pa. Notes Length 1 1.06014 Ursa 40.27 5 1.00016 Trans 40.27 2 1.12511 Large 40.27 6 1.00016 Small 40.27 3 1.00016 Largb 40.27 7 -14 1.00013 5ma11 40,27 4 1.12516 Large 40.27 64.0 0.C. Applied Chord To Top Chord Ado Top Chord Add Chord Add Chord Add 4 1 11 -9417 t -2657 m -4002 5096 . -5923 , -6487 -6786 . -6820 . - 6591•_ -609S . -5341 -4295 # -2812 i -977 R -2241 -1726 4-1466 -1140 -631 -517 -204 109 420 736 1030 1570 1917 2412 Neon 1 2 3 4 '5.. 6 7 6 9 10 11 12 13 14 1 13 12 11 10 9 8 7 6 4 4 3 2 1 2242 1725 1467 1139 831 517 204 -109 -420 ' -738 -1031 -1433 I -1917 -2421 1 1894 * 33511. 4593 . 535E - 6258 . 66951. 6468 . 6776 . 6421 . 5717 . 4926 13659 a 2033 e 1 1 i 1 1 17.62 13 Heels at 34.0159" 1 17.02 1B) Truss leering Point (1) 5/8 " Dia. kin Location 1.) 3/8 " Dia. Pin Location 1 -) Compressive Force 1 1 1! ) *ridging row location In audition to LOAD CROUP 81 LOADS, the following LOAD GROUP LOADS also were used to generate criiical ember forces and reeuired truss materials: 1 Relit. members: NO - -- LOAD OROUq N 2 P 25,0 Par Dead !load: 15.0 Pmt Dead Load Starting FTOm Loads Width Location Frg. I Chord 0 8 0" • 0.00" Right I Top TSaCtLt &L "' OS "s�T - 470/e061 -- 4257E128732 PAGE.06 a�.1.w +UwM'+va•nyr.'/.w2gw"+: YES'*. t'. N' Y+ �tJ�' , .h�x.(+rMAN:I4Vea'cY'�nMC.!tHA '.h Repetitive ve 1N 3350" 3.00" 32.0" 0.C. Applied Tr Chard Add -LDAD GROUP A 3 • PAGE 06 Z W W a O 00 CO uj -J N O u i 2 27 gj D. I- al Z � Z� W U � O- 1- w F- - C ) z O 1" Z 10/19/2000 15:40 4257028732 MALONEY AND BELL NW October, 19, 2000 Stellar Structures • Attn: Dana Mihais PO Boa I S28 Sumner, wa 98390 T2: Perkwsy Ptaper Center - Tukwila, wa— TJNf lob No. Ci420'000038 ' I . Dear Mr. Elkhart • ' • The enclosed calculations for the 38" TJL (Joist "A") and•39' VS (Joist "B") roof joisti for this .project was prepared based on the specifications of .loads,, spans and ipplicotiona by other's. - tie joists am acceptable for use u defileed and limited by the iafognatioa supplied on the' celculati smdthe attached sketch. I have not reviewed the contract dtiettmmlq to vetif�► :the loading or applies•• 4 Thecnginccr of record for this project tuns Pahner,ltas verified the loads indi'cat'ed roadie attached these . .particular trusses, but should verify that fee calculation bad pFpduct application is appropriate fox the intended usage. ' The TJOpenweb®, caloulaition =dosed is output from software. by Trim Joist . Allowable product value. shown are in acdordance with CWItitt Tsui Joist materials and code a cepoed design values. Tres Joist engineering has verified the analysis. Tbi taper lot'& and dimensions are be seaponsibility'of othera.ead must be verified and approved for the specific application by the respotaul le design professional • for the project. , • Please contact me if you have•questions or comments. • Sincerely, Glen Mink,•P.E. Regional Engineer Trus Joist MacMillan Cc; Marvin Moore Russ Palmer File • 1 Wv•ilerit RECEIVED CITY OF TUKWILA OCT 1 9 2000 PERMIT CENTER PAGE 07 • 81ES Smdhre;I Nt4m, San l OS • Be.'ww. Dug, fl OO • ►b't SO8.52D 5Ol ^ fn 50].316.1957 %Abut HV'1J, - d "nit :Annf�1 aNN _ - TSlSLZZ31_ - T6 6C •- 60/81/01 • 4257028732 PAGE.07 a n4. In nh1.'V:1h+Jt '" •.•.• � �`.••.•... .!.•n, t% tWeS4""g( O iVelFLWYX !iNRM7.MlY/N*J.`%'.kwS FMP1 MrYn.Aeni..UH.ItP.'a"f: i' SM+ f MS•, FtPY=' isG' nwfi[ VhW.. tl! }41!1:uM'X 7".(NNi9UF•+i : /TNWi.�.4Hw`� ¶o 27- oo;12:31M ; Geo t , :ingineeis GeoEngineers, Inc. 2924 Colby Avenue Everett, WA 98201 Telephone (425) 252 -4565 Fax (425) 2524586 MBK Northwest c/o Rob King 20503 88" Avenue West Edmonds, WA 98026 Attention: Rob King, Fax No. 425- 778 -3921 October 27, 2000 Summary Letter Furniture Pad — Parcel C Parkway Plaza Supercentcr Tukwila, Washington File No. 1284- 028 -00 ;252•=596 ,, 2! 3 2-a)( itgL Consulting Engineers and Geoscientists RECEIVED CITY OF TUKWILA OCT 2 7 2000 PERMIT CENTER INTRODUCTION AND PURPOSE This letter presents a summary of our construction monitoring services during the footing and slab subgrade preparation for the Furniture Pad in Parcel C located at the Parkway Supercenter site. GeoEngineers completed an overall design report for the Parkway Supercenter project dated February 23, 1998, and a subsequent report for the Furniture Pad dated April 28, 1998. The purpose of our geotechnical engineering services was to evaluate the building pad subgrade following surcharge removal. Our specific scope of services includes: 1. Provide recommendations for the surcharge program including recommended surcharge height, anticipated time period, and recommended monitoring procedures. 2. Evaluate settlement data from the surcharge program and determine when the surcharge can be removed. 3. Provide daily field reports presenting our observations and conclusions, along with any additional recommendations. OBSERVATIONS Based on topography data provided by Triad Associatcs and discussions with you, the surcharge height ranged from at -least 4 feet to more than 10 feet above the finished floor elevation. The surcharge was in place for approximately 4 months before the contractor began removal. We understand that, following surcharge removal, the pad was graded to an elevation approximately 4 inches below finished slab subgrade elevation to allow placement of a crushed rock layer. Based on this information, it is our opinion that the surcharge program was completed dry +il it: Ws x - I Rll°�gt oil d� lauPuue.'t.: • i� 5i i� iKraii�+$t i iit:1.l'31 ,. ' , R � »�' :4i6e**VR�i•tiis :: r*ec>I.i�s.i• I1Kw M � ,�. -._ Y ...z.. 1ttSiliL2 i. t tllt lCfLtlt�tl :ldtiLt>s]xwL '.x lL'':��.". OCT 27 '00 12:32 252458 PAGE. 02 Z W re J U 00 tn w W g LL co = W H = ZF.- Z O uj U � ON i— tu Z . U= O ~ Z 10- 27- oo;12:31PM;Geoengineers MBK Northwest October 27, 2000 Page 2 in accordance with the project plans and our recommendations. Following surcharge removal, we observed the exposed subgrade soils to consist of sand with silt and gravel (fill). The fill overlies an area that was previously an asphalt concrete drive and parking area. According to the contractor, the asphalt pavement was broken prior to placing the new fill (approximately 2 feet of new fill). We evaluated the exposed subgrade by completing in- place density tests, probing with a' /z -inch diameter probe rod, and by visual observations of the subgrade performance beneath heavy construction equipment. Our observations and the results of in -place density tests performed in a random pattern indicate that the slab subgrade was compacted to at least 95 percent of maximum dry density in accordance with ASTM D -1557. CONCLUSIONS Based on the information we obtained regarding the surcharge configuration and duration, and our site visits completed to evaluate the slab and footing subgrade conditions, we conclude that the work discussed herein was completed in substantial compliance with our recommendations and the project plans and specifications. We trust that this letter satisfies your current needs. Please call if you have any questions. DCO:JKT:wd P:\ 1284028\FINALS \128402800furn.doc cc: Rob King, Fax No. 425- 778 -3921 Dave Matchett, Fax No. 206 -575 -4140 G e o E n g i n e e r s 4�► Yours very truly, GeoEngineers, Inc. OCT 27 '00 12 32 Debra C. Overbay, P.E. Senior Engineer ick K. Tuttle, P.E. Principal :2524556 u 3i 2524586 CITY OF TUKWILA OCT 2 7 2000 PERMIT CENTER 1284- 028.00 -1130 PAGE.03 10/27/00 15:54 '8`2273251 KPFF PORTLAND Conswling Fnineas OCT 27 '00 16:56 FAX COVER SHEET Date: 10/27/00 Pages Sent: 1 Job No.: 99557.02 (including cover sheet) Attention: Terry Novak Company Name: BSA/503- 670 -0234 From: Ross Palmer Regarding; Parkway Supercenter Phase II Message: Regarding the depth of countersinking for the nailer on top of the cmu wall at 1/S3.2 and 2/53.2. Please refer to detail A/S3.2 provided recently. The maximum depth of countersink is 1 Y2" through the 3x8 ledger. This leaves 1" of wood behind. These bolts are relied upon for lateral (shear) loads and not for uplift (uplift has been transferred at other connections). As a repair for any bolts that are countersunk greater than 1 W' , a replacement 3 /4" diam wedge anchor with 6" embed at a grouted cell should be installed. Unfortunately there are no ICBO reports to justify using the wedge anchor for a shear load in cmu anymore. There should be redundancy assuming not all bolts have been countersunk as much as 1 ' /2" , thus there is additional shear capacity from those bolts. Additionally, the failure of the bolt in shear will be the wood nailer and not the bolt or the cmu. Due to these considerations the wedge anchor should provide sufficient shear capacity. Please call if you have any questions Ross Copies To: Dave /Maloney & Bell Rob King 425 - 702 -8732 206- 575 -4140 After Faxing, please: ® File ❑ Return to Sender ❑ Mail ❑ Discard * PLEASE CONTACT THE SENDER IF YOU DO NOT RECEIVE ALL PAGES * 111 S.W. Fifth Avenue, Suite 2500, Portland, OR 97204 -3628 (503) 227 -3251 Fax No. (503) 227 -7980 - 4 ) 003 - 0 001/001 2273251 PAGE.01 F►ECEIVED CITY ©P TUKWILA NOV - 1 2000 PERMIT CENTER w ' 00 co 0 w= � w ' d. _. z � I- 0 w o 0 t` w w ..z H= O z 10/25/00 16:18 '8'2273251 Podia d. Oregon (us4) OCT 25 '00 17:20 Consulting Engineers I tpIRES :011481 Oz Protect I.440 k 1.411Y 5 (L' RGErv Location Client KPFF PORTLAND Date FASTEs ri r Nro C ent..uxottal Qtr j ttFtZ0 J) C. 8i. SJ M441uFr9Crut2Elt, 1--101.- 0cum fog- cex.umN , ci,VOs{ rioAf 9y %91' Date l7 ^7 1QJ Revised ‘ 0)002/002 Sheet No. Job No. FIB &L.,RbS COLUU coucACrC PIER RtP 1 8551 <. I�FOLpp W /U s}M F7AsT &wiNn ARE FoR ouTE2 G Ccym ug 3 11014 4 u) f'9STE:i' i QvYIAT Es PIAy 6.1E rr?a*o /C EU Pea COi.vmA/5 4DT►4CErur Tc7 U) 4Lc.S CITY OF TUKWILA N 0 V - 2 2000 PEPM!T 2273251 PAGE.02 • 11/01/00 10:55 e2273251 Porfland. Oropon El Consulting Engineers IProjecl 0 I Location Client ey ( P Data 1, J / /00 Revised Data Sheet No. Job No. SIMPSON N 2. S [� it 8" oc (1/94) NOV 01 '00 10 :5? KPFF PORTLAND `moo -out RECEIVED CITY OF TUKWILA NOV - 2 2000 PERMIT CENTER A 1.TERNAre Z oak/NEcTIom fl Rust PER FINKS FA Cn.,12.5.sR. S /ONAL�`� ftm 3 /(4"0 SIMPSOAI tvEOGE 0 t11 or I+Ii..ri Kell (-To occvR 4T AiS A REST G 2 r-1): CELL To cAST /N PLACC. ANcooR.S T11 A r ARE cGUNfER- SUNt� GROArE2 TRHN 1 Yz " 'Afro RT. 3x6 NRItx ) RSF 4 /s3.2. RDDIT)ONt-IL 3A6 3, P.T. I Expi R Es :01iQ8/0 Fe/R. /5 3.z. 2 /S3. z. Ij002 /002 2273251 PAGE. 02 re oo to 0 W N U.. W o: gQ = W z � � Z W C ON W W H U LLO W Z co z 10/27/2000 08:35 4257028732 1 Distributor AI I11.A. clOAXA •> 0ote iO • z ea -Od Owner rr% R A tate..*+.ile_v4 L Tc1 pate Completed Ptolett NMne PcecV.: apt• P e4 Project Addison. C!3 I l Set's 1 do ho In tl "4‘k$ tY T (<41.1 a Applicator Name and Registry Number: 7r..-se vt ... 1 a kit e C t''7 Sera Warranty To: f7u?x,?L* MALONEY AND BELL NW PAGE 02 Sto Finish Systems Division Warranty Schedule and Request Form ste ulk Zip aBr at Excapdon Werrenty Request' ldesaibe term /type wavanry and backup speciriceticol ? at. 31,- Q0•O 243 Vet -14S it l n *moved ly: Otte: •txeoianlA6mna Requests mutt a e plant) in willing Er an avwerged Nom Olive rlepxesuwUve of Sto Cap, prior to sale of good(. "On 10 Yew steams:, Wanranty color I4 rMr au Oat/ must be included. Rwined march 1999 S ; trz— :•t ntni r,�wt r; ��.q 6: ,• �4v rt ^'.n,r„m. vn�.r.:r,,. . • Fax to Sto Tech, Dept. 14011344`4421 RECEIVED CITY OF TUKWILA NOV - 1 2000 PERMIT CENTER ")_oco -oti stb Bisoniza 4257028732 ,,� { :w : ;n a,�Wn�r ?rK^xc:yrc�.;:� "sS :rs's s sa•z•.'1;�4 :k;.oFT.eY *oW,t.4tMlk' s talon 1 Materials Mntealcls+ Sto EIFSYstelm Spa. Sq.FC Acrylic Sabo Soo Classic System+ A100 6 7 — Sto S4neture System A2W6 — 10 — Sto Plus 19jsttm A500 6 7 — ToaOhwall A140 5 7 — Sto PI F700 3 5 — Sto Ratner teen A900 6 7 — tto ReinScreat II ''',/ _ + msµ& %_ ae00 • ' e a • 6 in 1 — R•Wall System RW100 5 — . Rowel Pt Slow RWF700 3 — — Arollits(Mital Coatings Sto Aerylk Textured Coatings 1Stelat, Floe Finch) F300A — — 3 ScoSilcd' Textured Coatings I31Ico•,it, Silco• Flex Flnlsh) F300S - •• — 5 StoSilWeSmeots Coatings ISiled'Shi.Fdi . F300SS -- — S Real Tenured Camino RW300 — — 1 Special Coatings StoSiko' Etastamaie Smooth Coatings (Sko'tastic) F30aSE — — 10 One-Coat Stucco (OCSI OCS oCSSO1 OCS with Sto Al ylac Smooth Coalinga OCS501 — -- 1 OCS with St AeMie Unused Coati's OCS501 — -- • 3 OCS with StoSilcar Coatings OCS591 — — 5 OCS with Amen Tented Calm 005501 ♦ — 1 3ee Muria Coatings Sto Oeocoa1Aerylle Textured Ceatlna f1000C — 3 Sto Intet`ar Finish System foe Pod (looms F477 _ — -- 3 10/27/2000 08:35 4257028732 1 Distributor AI I11.A. clOAXA •> 0ote iO • z ea -Od Owner rr% R A tate..*+.ile_v4 L Tc1 pate Completed Ptolett NMne PcecV.: apt• P e4 Project Addison. C!3 I l Set's 1 do ho In tl "4‘k$ tY T (<41.1 a Applicator Name and Registry Number: 7r..-se vt ... 1 a kit e C t''7 Sera Warranty To: f7u?x,?L* MALONEY AND BELL NW PAGE 02 Sto Finish Systems Division Warranty Schedule and Request Form ste ulk Zip aBr at Excapdon Werrenty Request' ldesaibe term /type wavanry and backup speciriceticol ? at. 31,- Q0•O 243 Vet -14S it l n *moved ly: Otte: •txeoianlA6mna Requests mutt a e plant) in willing Er an avwerged Nom Olive rlepxesuwUve of Sto Cap, prior to sale of good(. "On 10 Yew steams:, Wanranty color I4 rMr au Oat/ must be included. Rwined march 1999 S ; trz— :•t ntni r,�wt r; ��.q 6: ,• �4v rt ^'.n,r„m. vn�.r.:r,,. . • Fax to Sto Tech, Dept. 14011344`4421 RECEIVED CITY OF TUKWILA NOV - 1 2000 PERMIT CENTER ")_oco -oti stb Bisoniza 4257028732 ,,� { :w : ;n a,�Wn�r ?rK^xc:yrc�.;:� "sS :rs's s sa•z•.'1;�4 :k;.oFT.eY *oW,t.4tMlk' s FROM : SQI, Inc. SQl, INC. Maloney & Bell 8101 164 Ave. NE Redmond, WA 98062 Thanks, NOV 01 '00 10:34 PHONE NO. : 206 363 0214 If you have further questions, please give me a call. Service, Quality, and Integrity Since 1972 Nov. 01 2000 11:51RM P2 November 1, 2000 Attn: Roy Cali Ref: Parkway Supercenter Phase 2 The roofing system installed on this project was a Fields Company specification number H- 325- P(F58). This is a UL rated Class A roof consisting of an F52 fiberglass base sheet mechanically attached, two layers of F54 GlasPly4 and an F58 granulated cap sheet mopped in with hot asphalt. During the course of application the Fields Company inspector made several visits to the site and followed up with written reports. Fields verified the system and the application on this project. - D)000-c) 13718 32" Ave. N.E. • Seattle. WA 98125 • (206) 363.0115 • (206) 363 -0214 - SQ -1 =` =`284 MR WBE RECEIVED CITY OF TL 'NILA l.04 - l 2000 PERMIT CENTER 206 363 0214 PAGE.02 ,+! nn! s+ wMnwhx�rrrmroa+ v» vSeR' +:'F�Ftcv�Rl:..rawniw�p7'nt r.,ffl w+.!1orAlliv1C.±tj1!aig*L:etrA Im onemozi! itgk z w 6 00 to 0 w LL w O J = z � I— 0 Z I— ll/ U O 0 I- w w L 0 w Z U co . O z £ k sT PRd 4tT Y 1-t4 E. ,48 LoMG. REr ►N►aG. WttLt- N 3 / �.. S c.►41_. � PasseElzr, N Soc t-T H 'C -r CCp'2i 2 - 0 No • prc DER Pa,M t i 1 55(.1 g,D f - c �J Off•W/CG C " , L 1 S 13 RECEIVED OCT - 18 2000 TUKWILA PUBLIC WORKS D2�0 -oK S b -SSE 77 2/1!/7 5 So. i /cc..lCw c c.�i - cot. n:.q;3VED PER PUBLIC WOHK DATED IO 30 2OO(2 5 z ~ w re U,. U Q , N co_ ow H La U. = w z �. O z H' uj C) O- 0 H: w I U. 6 O u i z . U S . 0 H z 10/26/2000 13:20 4257028732 Distributor to owner vv. t-'t'd MALONEY AND BELL NW PAGE 03 Sto Finish Systems Division Warranty Schedule and Request Form Oate JO- a - oo MU Completed Nu\ Pt* et Nam - 9u Project Address, 5 y3 1 OCT 26 '00 13:19 .5c25 i 3u-44>, ll "°- 'T Cti,.1 a Stetel.A2i0 e& 12F Applicetar Nome and Registry Nurnbac 7 M► .. IA_ earruf r ['a Send Wamn Ta U • -•4.,1 p•) 1 r=n1,• fro. Fxrra t on Wm/T*MY Requs,r (deaar2s terry /type warranty and Wealspeclflgtlanl• 1QL 3 L'; 00'0 2-e3 0 .345 itln Fxepion%Mrary Requests trot oe appmucd inwdeng by an auth@'t00 Morse onto Moo youth. 01 510 CelD piano put or pod:. "On 10 YawStela:ilk Mutant} color Number and Purenoo.Osa must to included. Poirot WO 1999 RECEIVED o TY OF TUKWILA OCT 2 7 2000 PERMIT CENTER D2 if Fax to Sto Tech, 00Dt. (401)344.112i SAO e rvr@ xy- 1 �omnL+ ''.r;^c(•ryt, ,,,, a T, ,,.^ ;; *r, : ,, a �,.�......, ; ..- .��.,• 4257028732 PAGE 03 h tr.� r•�re!er!! S °. h. ] Z. 7u,,:.p, \' ....n . • «,K�4 wr••t� >. rnv.,ry c� rw,.: y w7" . �'. >1' z I re f 6 ,J U U UU co w J - H LL W u _ z W Z = F- I— O Z 1— W U � 0 — 0 F— W H H L!. O . LLI Z U =. 0 z tam a Maeoriats Materials Se OF System Spa, SQ. Ft. Acrylic Siico Sto Classic Sysem 4100 6 7 — Sta Silratwe Sworn A2W8 — 10 1 — Sto P 1 Sy wn A500 6 A140 9 7 -- Soo PI F700 3 a -- Sto wrr4Seruan x900 6 7 — s Sto FbinScteal 0 "' /Si Iec rr ,..0 %sl. 5 Qsv.41.1... A800 RWl00 ' coo j 6 5 C/D i — R•Wa0 Sgstem R PI System RWF700 3 — -- Areki atwat Sestinas Sto Acrylic UMW Costiros (51olit. FlotFmish) F300A •— -- 3 StoSiko' UMW Co fins ISiIco'lit, Sikc' Fkx Finish) F300S -- -•. 5 StoSiico' Smooth CostinQa 1Sikd'SPWId) • F300SS — — 5 R•w.I Tenured Costing RW300 — — 1 _ Special Castings • StoSiteo• F.baksossic Smooth Coatings jS'rka`(istic) F3boSE — — _ 10 _ One Cnel Sleety (OCS) OCS OCS501 — — . 1 OCS with Sin Aoytic Smooth Coatinam T. OCSS01 -- — 1 OCS with Sto Atm* textured Coatnr�+ s OCS501 -- -- 3 OCS with Wilco* Cosfr,gs 40501 — — 5 OCS'withR•w.I Textured C•oetkg 0CS501 4 -- 1 Ste Interim Caa xis Sto 0rocost Monk 'enured Co1Ing F1000C _ — — 3 510 Intetlor Fmish Sya on for Pool Rooms F477 — — 3 10/26/2000 13:20 4257028732 Distributor to owner vv. t-'t'd MALONEY AND BELL NW PAGE 03 Sto Finish Systems Division Warranty Schedule and Request Form Oate JO- a - oo MU Completed Nu\ Pt* et Nam - 9u Project Address, 5 y3 1 OCT 26 '00 13:19 .5c25 i 3u-44>, ll "°- 'T Cti,.1 a Stetel.A2i0 e& 12F Applicetar Nome and Registry Nurnbac 7 M► .. IA_ earruf r ['a Send Wamn Ta U • -•4.,1 p•) 1 r=n1,• fro. Fxrra t on Wm/T*MY Requs,r (deaar2s terry /type warranty and Wealspeclflgtlanl• 1QL 3 L'; 00'0 2-e3 0 .345 itln Fxepion%Mrary Requests trot oe appmucd inwdeng by an auth@'t00 Morse onto Moo youth. 01 510 CelD piano put or pod:. "On 10 YawStela:ilk Mutant} color Number and Purenoo.Osa must to included. Poirot WO 1999 RECEIVED o TY OF TUKWILA OCT 2 7 2000 PERMIT CENTER D2 if Fax to Sto Tech, 00Dt. (401)344.112i SAO e rvr@ xy- 1 �omnL+ ''.r;^c(•ryt, ,,,, a T, ,,.^ ;; *r, : ,, a �,.�......, ; ..- .��.,• 4257028732 PAGE 03 h tr.� r•�re!er!! S °. h. ] Z. 7u,,:.p, \' ....n . • «,K�4 wr••t� >. rnv.,ry c� rw,.: y w7" . �'. >1' z I re f 6 ,J U U UU co w J - H LL W u _ z W Z = F- I— O Z 1— W U � 0 — 0 F— W H H L!. O . LLI Z U =. 0 z 10/19/2000 15:40 4257028732 1u1 LU /1) VI: AU Date: 10/19/00 Pages Seht 6 Job No.: 99557.02 (including cover shoot) Attention: Terry Novak Company Name: 8$N5133-870 -0234 From: Ross Palmer Regarding: Parkway Supercenter Phase 11 Here are the stamped verifications for the,s canopy f/pm Truss Joist Macmillcn as well as a letter regarding epoxy anchors_ The stamped originals will be sent. Please call with my questions Ross Bob 8.0At acfa 1 Copies To: Dave/Maloney & Bell Rob fling 425 - 702 -8732 20 5-4140 After Faxing, p /ease: ! zOi- c -hn ®File ❑ Return 4 �o Sender ❑Mai 0 Discard * PLEASE TACT THE SENDER IF YOU 00 NOT RECEIVE ALL PAGES 111 S.W. Filth Avarua, Suite 2500, PorWnd, lilt 972043028 (503) 221-3251 Fix Nor (503) 227.7980 REVISION NO 2 U �� MALONEY AND BELL NW PAGE 02 nr rr ""NOTu li.1' I�.I "' 1.iC:l..! :•.! :�:! R EC E- OCT 19;2000 REl7MONT WA fi FAX CCPVER SHEET �j G 4257028732 ..' 7! ��3"."1 X 4? �V��?!=' �?' .+13r`�?.M�;fiR��.•ic'"faT ` y"• L' �. 1i` 53 :,::+['_ rtmvzav�'�5ant+nYr yq^nx..a.rrr:m� .evnn�x.� RECEIVED CITY OF TUKWILA PERMIT CENTER OCT 1 9 2000 PAGE.02 10/19/2000 15:40 4257028732 MALONEY AND BELL NW LVILG /VV A.M. WU 11411.16a/ BM IP Consulting Engineers October 19, 2000 Mr. Terry Novak BennerfStange & Assodabes 5000 SW Meadows Rd., Suite 430 Lake Oswego, OR 97035 RE: Parkway Supercenter Phase 11 Epoxy Anchors Dear Terry: A question was raised regarding the use of epoxy anchors as wall anchors on the Parkway Supercenter Phase 11 bolding. We were requested to address paragraph 1605.2.3 of the 19 7 Uniform Building Code (Volume 2). The phrase °well anchor ties need to be physically attached to or hooted around the reinforcing steel" is cited. Reviewing both paragraphs 1605.2.3 and 1633.2.8 of the UBC ,it appears that the statement above refers specifically to strap type anchor ties. The code goes on to state "or otherwise effectively transfer forces to the reinforcement steer. Our revisions tai Details 3/S6.1, 4156.1, and 5156.1 air show additional reinforcement placed at the location of the epoxy anchor. We feel that due to the 'pull out cone" failure mode of an epoxy anchor that tension failureiot the anchor will engage reinforcement as intended by the UBC, thus effectively transferring the forces to the steel. Sincerely, AdA. Ross Palmer DiPIDIS557.02 rpoxy ancfiorsl0.1400.doej 111 S.W. Filth Avenue, Suite I500 P01(1200. OR 9120d -362a (503) 227.325 Fix (5031 227.1980 • Seattle Portland San Frinclate Los Angeles Irvine San 0ta00 Phoenix OGT�],•�n�001�15a.,A0.�•�p PAGE 03 RECrr i• CITY r 4257028732 PAGE.03 10/19/2000 15:40 4257028732 _ 168 41 ■• TiolisiAteywoo. •Irto !• - 7 7"‘" J. 1 , r MALONEY AND BELL NW . — RECEIVED CITY OF T(JKWILA OCT 1 9 2000 . ! • . .... .1= [ . e l gune JoI,Nutralor 3 Location __ Shot _ 11 PAGE 04 . . 32115Seuthvos1 Mmb1i Amok Suits 10S boarton, Orsgon 97005 Moot 503320.5025 Fox 503326.1937 10/19/2000 15:40 4257028732 MALONEY AND BELL NW PAGE 05 building Coderleb0 Oty. '7Pe Series Profile Depth(!) 142 v 735 PARALLEL 31.40" Sottoa [herd Slepe 0.250 Right Erd Iliac S1sow Roof LOADS Slew Drift Ulilora )!o. Drift Sou Drift Lead C11s1: Sno.(1.15) Live Loaf: 25,0 Pit Deed toed: 15.0 Psf ' Live Load Pt94 load . Starting Frw Loads Class Loads Vieth . Location log. aim 22/ 22 S,oe11.13) 0 2S' 6' ' 2' 0.00' left To 0 S.os(1.15) 9 35' 6' 2' 0.00" Left 1o9 18/ 44 Sios13.157 0 2' 0' 0,00' Left lop 44/ IS S.o.t1.25) D 2' 0' ' 0.04' light lop Live Goad Dail.: 0.637" OR L/ 741 Total Load D.f1.a 0.901' OR L/ . 325 Mid Spas Cogger: 01743" OR L/ 637 Caliber listed is based on application Lea /6'ss1y. Truss analysis includes consideration for sultiple load group inputs. 1 sae----- ---- -- TRUSS IAbet1T1 NESTS OR EXCEEIS Ti E DEMUR LOAD REOU1NERDITS DECCRIIED 490VQ '- j- 311c0K1ANT! The analysis presented Defoe ds output tree ultimo leveloped by IDS JOIST dacMILLAM. A11s.agi. product velum d)oen are is aeceedane with currant 'PUS 101ST AaelILLAN Materials and design values. TAUS 101ST Rulf11.111 eneinewring has verified the aselysis. The ' ,'pat loads and dibensions have boon provided 1sT ethers and oust be verified anti ',proved for the specific application by the distils professional for the project. Truro delis! valves have been &evepted (y the following Units Psf Plf Psf Psf Agencies: CA , 1 SPcCI, SOCA, LAC Ate A I .., ... -.. -w- �_�_ .... 4WLI11Ai IIAEIISI0118 -'---- ... ___.._.:."»........""* Left leering Faee to Faee of Right ).arias Wan - bearings • Vieth O TAMS DIFORMT1011 401E: TTUSS messier farces are based on Load group 11 Tate] Loads (01/3 )CD Left Clip: S-CLTP Ai�1st Cli • 5-CLIP Reactions tRes/Rfn): 7717/ 709 Lis. 7 33/ 623 lbs. bearing's T'3P P111R 1 TOP PIMM 18 Top Chord Length _ 39'- 11.3x" of 2- 1.501 2.30" Merolla' AB 140 Its Chord Length n 37'- 1.29' of 2- 1.501 2.30" Merolla NCR 141 9 panels at 45.6409" 11.292 31.282 I . ) 1 I 1 -1611 A -4307 • -6210 a -7647. -1300 . -8416 . -7961 . -6617 . - 50294 -3486 ' -1354 I -2969 -2145 -1610 - 999 -408 386 701 1370 1993 2 3097 Well 1 2 3 4 5 5 7 a 7 10 11 12 13 14 15 16 17 11'11 2D 21 22 2173 2142 ' 1610 999 413 -187 -783 .1370 -1994 -2133 -2595 a 3137 a 5401;' 7102 . 6157 . 85011. 8391 . 7565'. 6117 a 4012 1 2201 t I1 - _.._ --. «. ..^ -- -' ' 3 1 I 22.42 8 panel: at 45.5364' 31.862 31.862 22.12 111 Trues )taring Point I,) 1/3 " Dia. sin t (: ) irldgins roe location SSA t LOAM Units U,ilprs P11 Sooa Drift Psi Sher Drift Pei Co.caltrated Alf Concentrated P3f Concentrated ell Ceocertratad 014 APPLICATIOM AID SPECIAL LOADS Load Class: 8.o.(1.15) Live Leads Live Load Lead; Class 0 Si1oe(1.15) 351 44 Sno.C1.191 44/ 35 Dest1.15) 57 sno.(1.15) 57 Ssas(1.15) 57 Seen(1.15) 57 Sws(1.15) Norisoetal Din to Pis 39' • 5.23" • APPLICATION AND SPECIAL LOADS / TkUS9 DEFLECTI0N9 --- L010 820UP 6 : t ADPLICATI0t AHD SPECIAL LOADS S . Raul Load Kassa 1.o•11.1S) Live Load: L0119� Units Loads Class Shoe Drift Psf 35/ 0 Soes(1.15) APPLICATION OH) SPECIAL LOADS Slos Roof load Class: Sno.(1.iS) 111 Load: LOOM nits Drift PO Concentrated Lba Coneaatrat.d LDS Live Lwdp S7 Loa C1ast Same '1.15) sno.(1.15) 11°6111.15i RECEIVED CITY OF TI IX"'' r OCT 1 9 2000 PERMIT CENTER ; tsl 3/4 " Dia. Pin Locati°. I -) Comosesive Farce t1E8 3W0RM170N lop Chord Pin to Eve lite Chord Pin to End Yob Colors: 1313.: Mellor, 140e. Dian, 1614.z Red, 1111a.0 black, 19ga.411ue 6.00 Dia. -9a. Roles length Veil )ia.- a. I10111 Louth I 1 51.50014 Large 43.22 8 1.25019 Steil 42.22 ' 2 1.50014 Large 43.22 9-12 1.00019 SNIT 43,22 1 1.25016 large 43.22 13 1.25019 5.111 43,22 4 1.50416 Large 43.2E 14 1.00011 5sa11 43.22 , 5 1.29019 Lull* 40.22 IS 1.25016 frill 43,22 ' 6 1.25016 Large 43.22 16 1.25011 Trine 43.2E 7 1.25011. Trans 4 .22 37 1.50016 Large 41.22 �Ibl 18 19 2! 22 Dia. -gar 1.21131 1.2 3.70016 51.50014 i In addition to 1090 mow 11 LOADS, the fellving LOAD CAMP LORDS else etre used to generete•critica3 sober end rtpired truss eaterial;, Re t. melees; NO ---100 6A - 1ODUP 1 t 0 5S.O Psi Deed Load: 15,0 Psf I Deal Load ' o*d 1d Tdp lap T� , Bustin; Ft.a Loads Vieth 6 • 2' °4 0,00" Loft s 0 9' 0' 0.00' left 0 2' 0" ' 0.00' Right 67 67 • 2 0.00' Le 67 2' 0.00' Right TAD • 67 2' 0.00" Right Iii I _ - Rept. sabers: 1D - LOSS 640319 6!3 i 25.0 Psf Dead Loads 15.0 Psf I Dud Lead i 9tertiog F. Loads Vidtb Locative h4 T ed 0 1' 0' 0.00" Ltt p ---- RepL aa.eess: )d ----- LW 0900)0 1 a P 25.0 Psf bead Lead: 15.0 Psf D es d Lead . Starting Free Leads net ation Rry. 0 I' 0" 0.00" L.Tt 67 7' 0.00- Lvft 57 7' 0.00' Left repetitive Rushers WIT USED 24.0' 0.C. Applied To Aii Chord Add Chord Add Chord Add 3 LR0 ' 9. 9. Length 22 37.67 43.22 forces 24.0• D.C. Applied To Chord Adi Chord Ads Chord Odd Choy/ Add Mord Chord Add Chord Add 46.0" 0.0. A pplied o Chord Pal e'.o' 0.0, Tppliod (hard Add Risme Ado Chord Add t 9O0/t'O0@I QN d3d)i I82£LZ ;$ 8Z:O1 00 /61 /Ot krkl toglag'15 ::41 r, to tvrt r;mcp, .a,tvto* m n •,.,.,,,w:r «,;.,. ,., .I. r,, 4257028732, : :r,Pf.Pgo. :, ,10/19/2000 15:40 4257028732 Snow f SPECIAL LOADS Units Saar Drift Psf Snow Drift Psf Concentrated Oa Loncentreted Lbs - -Y APPLICATION AND SPECIAL LOADS - 9nom Roof Load Class: Snow(I.1S) Live Ladd: SifUAL Live Load LOADS Units Loads Class Snow Drift Psf 0/ 35 Snem(1.15) RECEIVE(' CITY OF TI • live Load Dead Loads Class Loads 141 10 Snor(1.151 0 12/ 0 rh ow(1.15) 0 57 Snow(1.151 67 57 Snos(1.151 67 OCT 192000; • esaidtni• Code: IGq'V • ' Type Series Profile Depth (¢ERMIT CENTL.. 158 A TIL PARALLEL 38.00" Botta:+ Gard Slope 0.850 " /ft Right End Nigh APPLICATION AHD SPECIAL LOADS / TRUSS DEFLF4`TIOHS --- LOAD GROUP Load Class: Snowi1.15) live Load: 25.0 Psf Dead Wadi 15.0 Psf Load Starting Fro* Vldth Location Erg. 40' 2" - 3.00" Left 2' 6" 0.00" Left 7' 0.00" Right TRUSS INFORMATION NOTE: Tress member forces are based on Lead Group di Total lads (Oi /3101} MALONEY AND BELL NW Heri2ontal in to Pin 39'- 8.50" • Live Load Dell.: 0.662" OR L/ 699 Total Load 4et1.: 0.169" OR L/ , 452 Rid Span Caeree:i Camber liste4 is based on application Loads only. Truss analysis includes consideration for multiple load group inputs. sank- --- TROS6 CAPACITY DEETS OR EXCEEDS THE DESIGN LOAD REQUIREMENTS DESCRII+.D ABOVE Jrt0RTaT! The analysis presented below is output frog software developed by TAUS Allowable product values shown are in accordance with current , TAUS JOIST MacMILLA deeipn values. TRUS (GIST fliealLLAN easireering• has verified' the analysis. Me dimensions have beet provided by others and oust be verified and approved for the by the design professional for the project. Truss design wines have been accepted aSenciesi fl5O, ICP0, 9PCCI, 6OCA, LAC AND OSA - -----.--.--- - IWILDINS D1IIE$S10MS Left Bearing Face to Face of Right Bearing Width = bearings = Vi th = Chord Top Top Top 7' 0.00" Right Rena Right Clip: 6" H0 -NOTCH Left 293/ 714 Lbs. ; Top Chord Pin to End 3.00" TOP PITS 15 lito Chord Pin to End 1 3.00' 2 X 4 2400FB 112R 2 X 4 21001 ASR Left Clip: 6" N0 -H01CH Reactions (Nat/Niel: 2170/ 627 Lbs. Rapists: ?DO PIRO 1 Top Chard Length = 40'- 2.60" of Ste Chord Length 2 36 4.17" of 14 panels at 34.0431" 1 4 li -967 t -2657 a -4001 5096 . -3923 . -6967 . -(s706 . -6820 . -6591•. -6095 . -5341 . -4295 a -2812 1 -977 B -2241 -1726 , -1466 -1140 -831 -517 -204 109 420 736 1030 1570 1917 2412 Geet 1 2 3 4 '®.• 6 7 6 9 10 11 12 13 14 la 13 12 11 10 9 8 7 6 $ 4 3 2 1 2242 1725 1467 1133 831 517 204 -109 -42D ' -738 -1031 -1433 -1317 -2411 a 1114 M 33521. 4593 . 555E - 6258 . 66931. 6468 . 6774 . 6421 . 5797 . 4926!. 13659 a 2039 e 1 I 4 1 1 17.62 L3 panels at 34.0129! i 17.02 (B) Truss leering Point (1) 5/6 " Die. Pin Location 1.) 3/6 " Dia. Pin location 1 -) Coepresslve Forte I! ) Bridging row location WEB INFORMATION Yee Colors) 131a.= Yellow, 14pa.= Green, 1' a.= Red, 18ga.= black, 19ga.-6lue Webs Dia. -9a. Nolen Length VIM Dia.- s. Holes Length 1 1.00014 U71F 40.27 S 1.00016 Trans 40.27 2 1.12513 Lase 40.27 6 1.00016 Se43 40.27 3 1.04016 Large 40.27 7 -14 1.00019 Seal] 40.27 • 4 1.12516 Large 40.27 1 -- Rept. aearersi HO - - -- LOAD ORO4 N 2 P 25.0 Psi Dud listed: 15.0 Psf Dead Load Starting `Tom Loads Width Location Or g. 1 Ch 0 11' 0" • 0.00" Right I Top Repetitive U B 1 9 54.0" 0.C. A p plied Chord Add Chord Add Chord Add Chord Add 0.641" OR L/ 690 ---- -- ((arts 301ST MacAILLAN. materials and snout 10ids 3n0 icicle application by the follDning 9.00" In addition to LOAD MUD 41 LOADS, the following LORD GROUP LOADS also mere used to generate cri#ical member forces and required truss materials: 32.0" D.C. A pplied Chord A4d ----- .. ---- -- - ^- --- - ----- APPLICATION LORDB ONLY a 22.00° 0.C. 16PACING- _- -_---- 4 - --LDAD GROUP R 3 Rept. umbers: NO Snow Roof Load Class: Snow(1.15) Live Load: 23.0 Psi Dead Load: 15.0 Psf PAGE 06 'soois diG Mtod " iszsaksz °`° os :V "OO / 61 /ot" + n QC: i�a��8.; u�ic00:; v15g s42; rt" m. vx •:�w*�;�•e��.;zzr"k�m�c�,:��ra� r � �; . 42502 � P G�..06,, yt�!r:7.mn .r •u +zsa z� ..:r• :�r:;'?�•+rx2�'st�7.n. . ,ay. a. e; t�` .'t,..:K*�i:r+a•+r�e,F!,.. ,,, ..:..?�i�m +2;t1°.t� 10/19/2000 15:40 4257028732 en a Et ■ C 1' ' October. '19, 2000 Stellar Stmcnues • Attn: Dana 1slfhsttt PO Boer 1528 Sumner, war 98390 Sincerely, Glen Minbc,•P.E, Regional Engineer True Joist MaicMillan Cc: Marvin Moore Russ Palmer File • MALONEY AND BELL NW RE: Perk-way y Super Canter - Tukwila, war- •T/14 Job No. C�420'C0 k 0038' ' I• Deer Mr. Elkhart • I the enclosed calculations for the 38" TJL (Joist "A") 3n4391' VS (Joist "B ") roof joie for tbii,projeu was prepared based midis specifications of.Itiads,,sl as and ! Applications by others. joists are acceptable for use as defined and limited by the information supplied on tie ca1cu1ati sad the attached sketch. I have not reviewed the contract ddcttmtattta to the leading or applicar ■ The engineer of record for this project tau Ps verified the loads indicated vatic attached s tchdor these .particular trusses, but should verify that die calculation sad pppduct application is apptopriate for the intended usage. • • ' The T]Opeawebm calaulaaon enclosed is output from softwaze.developed by Trio Joia . Allowable product' values chow are in acCotdance with cutieat Tsui Inlet materials and code ac cepted design values. ' This Joist engineering has verified the analysis. Tie input loa tc.s and dimensions are he iespoastbility'of others. end muust be verified end approved for the specific application by the respomar'ble design professional • for the project. , Please contact me if yott• have questfoas or rotruaeats. 69E5 Sandwell NI ibnl San 105 w h,'w a, Oitgn 91006 , hoe 503,520.5015 a Fns 503.526.1937 RECEIVED CITY OF TUKWII OCT 1 9 2000 PERMIT CENTER 0 PAGE 07 • lTNV1J.210d 3ad51 rszec Zsl T$.YT •- 00/A1 /Ol " " �r1�z : a • `'1 ; stn 570 � sr� �3 * '?tr F !° 6 0 0 U) Co J = H . W0 u.. P = d. �W Z 1.- ZO p • U C3 W uj H t'O Z O 1— z 1;'19/00 14:33 Mil CdidtMD Engineers 02273251.—„, KPFF PORTLAND FAX COVER SHEET Date: Attention: From: Regarding: Message: 10/19/00 Pages Sent; 6 (including coversheet) Terry Novak Company Name: Ross Palmer Parkway Supercerrter Phase II Here are the stamped verifications for the east canopy from Truss Joist Macmillen as well as a letter regarding epoxy anchors. The stamped orignaIs will be sent. Job No,: 99557.02 BSA/503- 670 -0234 PIease call with any questions Ross F3a6 1geuecQicf� Copies To: Dave/Maloney & Bell ; Rob King 425-702-8732 206 - 575-4140 After Faxdng, please: File ❑ ' Return to ❑ Mali ❑ Discard * PLEASE CONTACT THE SENDER IFYOU DO NOT RECEIVE ALL PAGES ' 111 S.W. Filth Avenue, Suite 2500, Portland,: OR 972044628 (503) 227 -3251 Fax No. (503) 227 -7980 0001/006 • .10/19/00 14:33 $2273251 Engar Consulting Engineers October 19, 2000 Mr. Terry Novak BennerlStange & Associates 5000 SW Meadows Rd., Suite 430 Lake Oswego, OR 97035 • RE: Parkway Supercenter Phase 11 Epoxy Anchors Dear Terry: A question was raised regarding the use of epoxy anchors as wall anchors on the Parkway Supercenter Phase II building. We were requested to address paragraph 1605.2.3 of the 1997 Uniform Building Code (Volume 2). The phrase °wall anchor ties need to be physically attached to or hooked around the reinforcing steer is cited. Reviewing both paragraphs 1605.2.3 and 1633.2.8 of the UBC ,it appears that the statement above refers specifically to strap type anchor ties. The code goes on to state or otherwise effectively transfer forces to the reinforcement steer. Our revisions to Details 3/S6.1, 4/S6.1, and 5/S6.1 all show additional reinforcement placed at the location of the epoxy anchor. We feel that due to the °pull out cone° failure mode of an epoxy anchor that tension failure of the anchor will engage reinforcement as intended by the UBC, thus effectively transferring the forces to the steel. Sincerely, / Ross Palmer [RP1bd1.99557.02-epoxy andwrs- 10- 19-00.docj 111 S.W. Fifth Avenue, Suite 2500 Portland, OR 9720,4 -3626 (503) 227 -3251 Fax (503) 227-7980 • Seattle Portland San Francisco Los Angeles Irvine San Diego Phoenix rx KPFF PORTLAND 12002 /006 #1 e / t a ttrrrto Pa1TolIfwtP __. 10/19/00 _ 14:34 _.__$2273251 4. • : ..... i .. tl Job Nome tocntian • • • '1 KPFF PORTLAND 1 ' i ; • .1. 1L- r tcl"i6Y <OfitrZGEN -rFr� lab-Number Sheet 8285 Southwest Nimbus Avenue, Suite 105 Beaverton, Oman 97005 Phone 503.510.5025 £ Fax 503.526.1937 O L i 21003/001).. Ti + ix ,u #.y a :;.Y•!ryr�wc y'F+` ,x'�t�Ri Z ~ W re 00 W I WO u- Q ° t— w z� . Z 1— W Lu 0 G7 O W W 2 1- H z = O z Building Code :•Ie o , Horizontal Repetitive Oty. Type Series Profile Depths) i Pin to Pin Webers 142 B TIS PARALLEL 39.00" ' 39'- 5.25" NOT USED Iottoe Chord Slope 0.250 " /ft Right End High ' ------ -- ---- APPLICATION AND SPECIAL LOADS / TRUSS DEFLECTIONS --- LOAD GROUP 1 1 P 24.0' Q.C. Snow Roof , Load Class: Snow(1.15) Live Load: 25.0 Psf Dead load: 15.0 Psf SPECIAL Live Load Dead Lead Starting LOADS Units Loads Class Loads Width . Location Snoe Drift Psf 22/ 22 Sna.t1.15) 0 35' 6" ; 2' D.00" Uniform Plf 0 Sno.(1.15) 9 35' 6" i 2' 0.00" Snow Drift Psf 35/ 44 Sno.11.15) o 2' 0" ' 0.00" Snow Drift Psf 44/ 35 Sno.(1.15) 0 2' 0' ` 0.00" Live Load Defl.: 0.639" OR L/ 741 Total Load Defl.: Camber Listed is:based on Application Loads'only. Truss analysis includes consideration for woltiple load group inputs. ' Me ----• TRUSS CAPACITY MEETS OR EXCEEDS THE DESIGN LOAD REQUIREMENTS DESCRIBED ABOVE ------ ---- -- --mess IMPORTANT! The ' analysis presented below as output from software developed by TRUS JOIST MaMILLAN. Allowable product values shown art in accordance with currant 1 TRUS JOIST MaoMILLAM materials and design values. ;• TRUS JOIST MaMILLAN engineering has verified the analysis. The input loads and dimensions have been provided by others and oust be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: CABO,'3CB0, MCI, BOCA, LAC AND GSA . -- -- BUILDING DIMENSIONS -- ---- -- -- -------------------------------- Left Bearing . Face to Face of Right Bearing Width a Bearings Width = TRUSS INFORMATION NOTE:.Truss member forces are based on Load Group 11 Total Loads (01/3- /01) Left Clip: S -CLIP Right Clip: S -CLIP Reactions (Mar /Kin): 3717/ 709 Lbs. 3233/ 623 lbs. ;Top Chord Pin to End 3 eft Bearings: TOP PINT 1 TOP PIHN 12 Bt. Chord Pin to End 9.00" Top Chord Length = 39'- 11.35" of 2- 1.SOX 2.30' Merolla, NER 148 Pt. Chord Length m 37'- 1.29° of 2- 1.50X 2.30" Merolla HER 148 9 panels at 45.6409" 31.292 31.29E .1 1 I B -1619 a -4307 a -6280 w 7647 . -8380 . -6486. 7964 . -6817 a - 5029�e -3486 a - 2584 B -2969 . -2145 -1610 .999 -409 186 7 1370 1993 2444 3097 Webb 1 2 3 . 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18; 19 20 21 22 2973 214 1610 999 409 -187 -783 -1370 -1994 2133 -2695 a 3237 a 5401'' 7102 . 3157 . 85881. 8391 . 75651. 6117 s 4 012 a 2241 e 1 1 I 1 1 I 22.82 8 panels at 45.5364' 31.262 31.262 22.82 • Oil Truss Bearing Point (.) 1/2 ' Dia. Pin Location (1 ) Bridging row location Web Colors: 13ga.s Te11ow, 14ga.= 0 Yrbd Dia. -ga. Holes Length 1 51.50014 Large 43.22 1.50014 Large 43.22 2 3 4 5 6 7 APPLICATION AND SPECIAL LOADS Snow Roof Load Class: Snow(1.15) Live Load: SPECIAL Live Load LOADS Units Loads Class Uniform Plf 0 Snow(1.15) Snow Drift Psf 35/ 44 Snom(1.15) Show Drift . Gsf 44/ 35 Snew(1.15) Concentrated Plf 57 Sno*(1.15) Concentrated Plf 57 Seow(1.15) Concentrated Plf 57 Sno.(1.15) Concentrated Plf 57 Sno.(1.15) 1.25016 Large 1.50016 Large 1.25019.. Large 1.25016 Large 1.25019 Trans Snow Roof SPECIAL LOADS Units Snow Drift Pu•.' Snoe Roof SPECIAL LOADS Units Snow Drift Psf Concentrated Lbs Concentrated Lbs 900!600Lj (el 3/4 " Dia. Din Location I-) Compressive Force WEB INFORMATION Teen, 16 a.= Red, 181a,= Black, 198a. =Blue Webb Dia.-ea. Holes Length . 8 1.25019 Small 43.22 9-12 1.00019 Spill 43.22 43.22 13 1.25019 Small 43.22 43.22 14 1.00019 Small 43.22 , 43.22 25 1.25016 Small 43.22 43.22 16 1.25019 Trins 43.22 43.22 17 1.50016 Large 43.22 APPLICATION AND SPECIAL LOADS - ---- Re t. Load Class: Snowt1.15) Live Load: 25.0 Psi Live Load Dead Loads Class Loads 35/ 0 Snow(1.15) 0 APPLICATION AND SPECIAL LOADS - Load Class: Snort1.15) Live Load; Live Load Loads 'Class 35/ D Snor(1.15) 57 Sno.(1.15) 57 Snow(1.15) Dead Loads 0 67 67 cINV1 Lxoa aaax Fro. Applied Br g. Chord To Left Top Chord Add Left Top Chord Add Left Top Chord Add Right Top Chord Add 0.901" OR L/ 525 Hid Span Camber: 0.743" DR L/ 637 Web Dia. - Ia. Moles Length 18 1.25016 Large 43.22 19 1.25016 Large 37.67 20 1.25016 Large 43.22 21 1.50016 Large 37.67 22 91.50014 Large 43.22 --- Rspt. Goobers: NO - ---- LORD GROUP 8 2 8 25.0 Psf Dead Load: 15.0 Psf Dead Load . Starting From Loads Width Location Bry. Chord 9 35' 6' . 2' 0.00" Left Top 0 2' 0' 0.00" Left Top 0 2' 0" ' 0.00" Right Top 67 2' 0.00" Left Top 67 2' 0.00" Left Ste' 67 2' 0.00" Right Top . 67 2' 0.00" Right Btm members: NO - LOAD GROUP W 3 Dead Load: 15.0 Psf Load Starting From Width Location Br g. Chord 8' 0' 0.00' Left Top Rept, members: NO - -- LOAD GROUP d 4 9 25.0 Psf Dead Load:. 15.0 Psf Load Starting From Width Loeatioh Erg. Chord 8' 0" 0.00" Left Top 7' 0.00' Left Top ' 7' 0.00" Left Btm Rig 3. 0" 3.00" In addition to LOAD GROUP Y1 LOADS, the following LORD GROUP LOADS also were used to generate critical member forces and required truss materials: 24.0" 0.C. Applied To Chord Add Chord Add Chord Add Chord Add Chord Add Chord Add Chord Add 48.0" D.C. T p p plied Chord Add 24.0' O,C, Applied Chord Add Chord Add Chord Add TSZELZZ,, SE:VT t .. ^:vn_'q:C"`; C�,nY :+Mf'HS;Y.!.- 'lrt•7:' . �., i�f•Cf x.:. +..eM?^`!_"T�� �iK�j iti 00 /6T /0T Z = Z W QQ= W= W WO QQ LL? OD d IW - _ Z I. I- 0 W ~ :3 c) 0 - . C3 W OE I- --- Li. t5 W Z U = 0 Z i • euilding W1'U '' Hori2ontal Ott. Type Series Profile Depth(s) . Pin to Pin 148 A T3L PARALLEL 38.00" • 39'- 8.50" Bottom Chord Slope 0:250 " /ft Right End High Snow Roof SPECIAL LOADS Units Snow Drift Psf Snow Drift Psf Concentrated Lbs Concentrated. Lbs APPLICATION AND SPECIAL LOADS / TRUSS DEFLE TI0NS --- LOAD GROUP N 1 Load.Class: Snow {1.15) Live Load: 25.0 Psi Dead Load: 15.0 PO Live Load Dead Starting Loads 12/ t 0 57 57 Live Load Defl.: 0.682" OR L/ 699 Total Load Dell.: 0.989" OR L/ 482 raid Span Camber: 0.691" OR U 690 Camber listed is based on Application Loads only. Truss analysis includes consideration for multiple load group inputs. N. me- -- - ----- TRUSS CAPACITY MEETS OR EXCEEDS THE DESIGN LOAD REOUIRE1iENTS DESCRIBED ABODE -- ---- -- -0000 IMPORTANT! The analysis presented below is output from software developed by TRUS JOIST MacMILLAN. Allowable product values shown are in accordance with current TRUS JOIST HacMILLAN materials and design values. TRUS JOIST MaeNILLAH engineering' has verified' the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: CABO, ICBO „SNCCI, BOCA, LAC AND OSA Snow Roof . 90 n 079 0 0 fj Left Bearing Width = NOTE: Truss member forces are based 1 -I 17.02 13 panel; at 34:0129" 1I4 Truss Bearing Point (.) 3/8 " Dia. Pin Location t! ) Bridging row location Class Loads Snow11.15) 0 Snowt1.15) 0 Snow(1.15) 67 Snow(1.15) 67 Load 40' 2" 2' 6" BUILDING DIMENSIONS Face to Fate of Bearings = TRUSS INFORMATION on Load Group NI Total Loads 101/3_/01} Right Clip: 6" NO -NOTCH 2493/ 714 Lbs. TOP PINT 15 2 X 4 2400FB ASR 2 X 4 2100FB MSR (1) 5/8 " Dia. Pin Location ( -) Compressive Force T7".«'a T..TP1n fVT a11d'L,UIOd dddx n 1'EB INFORMATION Web Colors: 13ga.= Yellow, 14ga.= Green, 16gga.= Red, 18ga.= Black, 19ga. =Blue Web! Dia. -ga. Holes Length Web$ Dia. -ga. Holes Length 1 1.00014 Large 40.27 5 1.00016 Trans 40.27 2 1.12513 Large 40.27 6 1.00016 Small 40.27 3 1.00016 Large 40.27 7 -14 1.00019 Small 40.27 4 1.12516 Large 40.27 - APPLICATION LOADS ONLY @ 32.00" O.C.!SPACING Location -3.00" 0.00" 7' 0.00" 7' 0.00" Right Bearing Width = Rept. members: NO Load Class: Snow11.15) Live Load: 25.0 Psf Dead Load; 15.0 DO Repetitive Members IN USE 24.0" O.C. From Applied Rr . Chord To Left Top Chord Add Left Top Chord Add Right Top Chord Add Right Ate Chord Add Left Right ; Chord Pin to End 3.00" 3.00" 8ta Chord Pin to End 9.00" 9.00" Left Clip; 6" NO -NOTCH Reactions (Max/Min): 2170/ 627 Lbs. Bearings: TOP PIN$ 1 Top Chord Length =,¶40'- 2.60" of Btm Chard Length =f38' 4.17" of 14 panels at 34.0431" B -987 * -2657 * • -4001 -5096 . -5923 -6487 , -6786 . -6820 . -6591'. -6095 . -5341 . -4295 * -2812 * -977 R -2241 -1726 '' -1466 -1140 -831 -517 -204 109 420 736 1030 1570 1917 2412 WebA 1 2 3 4 5 6 7 8 9 10 11 12 13 14 14 13 12 11. 10 9 8 7 6 5 4 3 2 1 2242 1725 1467 1139 83I 517 204 -109 -420 -738 -1031 -1433 -1917 -2411 * 1894 * 3353!. 4593 . 5556 . 6258 . 6695!. 6868 . 6776 . 6421 . 5797 . 4926!. 3659 * 2039 * 1 I 17,02 In addition to LOAD GROUP MI LOADS, the following LOAD GROUP LOADS also were used to generate critical meatier forces and required truss materials: APPLICATION AND SPECIAL LOADS ----- Rept. members: NO - - -- LOAD GROUP H 2 @ 32.0" D.C. Snow Roof Load Class: Snow(1.15) Live Load: 25.0 Psi Dead Load: 15.0 Psf SPECIAL Live Load Dead Load Starting LOADS Units Loads Class Loads Width . Snow Drift Psf 0/ 35 Snow(1.15) 0 8' 0" 0.00" Fret Applied Br g. Chord To Right Top Chord Add -- -LOAD GROUP A 3 TSZELZZ$ �.T 9E 6T 00 / 6T%OT 1 � ' Av! GUkv,?M Y;rlti Fly: ��;w= voir. c ; +; v ,io:s , , OY. .LSP'Z .81`kiZ 1. 1 IMO !.W!y Y ,, , y „„, � , y . , .. ,�, �,y . . a^ ?HTY'P Mr..k . N . t� �.". r.- 3 1^^w!r :a4n crNr:Mfm+ilr.•r�; a:tnrimSVg;tswW Z w 00 w 00 UL w O 1E 1j 3C w OC w w U0 0- 0 F- wW 1- 0 wu u' .. Z UN - 0 Z October, 19, 2000 Sincerely, • Glen Mipk,•P.E. Regional Engineer Trus Joist MacMillan • Cc: ' Marvin Moore ' Russ Palmer • File • Stellar Structures • • Attn: :Dana Elkhart • PO Box 1528 Sumner, Wa 98390 •t RE: Parkway Super Center - Tukwila, Wa lob No: C 420000038' • Dear Mr. Elkhart. • • • a r Av etyma Bwer Business • The e calculations' for the 38" TJL (Joist "A") nd 39" TJS (Joist "B ") roof joists for thi; was prepared based on the specifications of loads,, spans and applications by others. The joists are acceptable for use as defined and limited by the information supplied on the'ealculation and the attached sketch. 1 have not reviewed the contract documents to verify, the loading or applications. The engineer of record for this project Russ Palmer bas verified the loads indicated on the attached sketch•for these . . .particular trusses, but should verify that the calculation and *duct application is appropriate for the inteneed usage. •• . • • The TYOpenweb® calculation enclosed is output from software developed by Tors Joist . Allowable product values shown are in accordance with current This Joist materials and code accepted design values. • T1119 Joist engineering' has verified the analysis. The input loads and dimensions are the responsibility Of others and must be verified and approved for the specific application by the responsible 'design professional • for the project. , Please contact me if you have•questions or comments. • 8285 Southwest Nimb,tt. Suite 105 • ammo. Megan 97008 • Phone 503.520.5025 • fax 503.526,1937 900 /900I(7j QNV dddM TSZELZZ$ Lt :VT 00 /6T /0 y,rinPS. 10/24/00 TUE 09:06 FAX 253 891 1168 THE TRUSS CO. • October 24, 2000 Attn. Dave Maloney & Bell C/o Stellar Structures P.O. Box 1528 Sumner, WA 98390 Dear Dave, Respectfully, A Mark D. Champneys Engineering Manager Cc: Dana Elkhart Encl. M a440:.. .. the Trussco . & Building Supply 2802142 Avenue E - P.O. Box 1770 Sumner, WA 98390 - (253)863.5555 Fax:(253)891 -1168 - C Subject: Parkway Supercenter overframing trusses (our job #49698) OFTU O C T 2000 PE411T CATER I understand that a question has been raised by your building official regarding the bearing provided to our truss `Dl' for the above job. A copy of this sealed truss design is attached. As you can see, this truss was designed with bearing points at 24" on center along the bottom chord. It was designed this way in order to be positioned over TrusJoist trusses perpendicular below. These bearing points do not need to line up with panel points within the `Dl' truss as you can see on the truss design. From what I understand, the shims placed on top of the roof diaphragm may have been shifted left or right, and this was a concern as to the structural impact on our trusses. Please be assured that so long as bearing is provided at approximately 24" centers along the bottom chord, the truss is unaffected. (The bottom chord is only stressed to 24% of capacity because the reactions are small.) Please consider this letter as our approval of such a shift in the bearing points. By the same token, the `F1' trusses were similar, but positioned parallel to the TrusJoist trusses below. For this reason our truss design shows continuous bearing along the bottom chord, on the assumption that any shim would also be parallel and run along the entire length. Again, the bottom chord is stressed only 29% of capacity, so there is room for a certain amount of variation. Please understand that these assurances deal only with our trusses, and not with any structural considerations regarding the TrusJoist trusses or the shims themselves. If your building official has any further questions about how to interpret our sealed truss designs, please feel free to show him/her this letter or have them call me at 253 - 863 -5555. 253 891 1168 PAGE.01 ICJ 001 z ~ w 6 00 w w 0 co = W = Z � F• 0 Z W 2 j U �. 0 N. w u. ui U = O~ z 10/24/00 TUE 09:06 FAX 253 891 1168 THE TRUSS CO. Job ITruss Truss Type 49698 101 DBL.FAN LOADING (psf) TCLL 25.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 Continued on page 2 6.6.0 12.6.8 SPACING 2-0 -0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress lncr YES Code UBC97 /ANSI95 CSI TC 0.77 BC 0.24 WB 0.53 (Matrix) 18-8.0 6.1.8 (optional) 4.200 s Apr 13 2000 MiTek Industries, Inc. Mon Jun 05 13:06:06 2000 Page 1 5x6 = � - ..... OCT 24 '00 09:16 .. ,,..,..•,,....-,.,. ...•....,.�...,.,_.,...,.w..... • ,Qty I Ply -�- 1 5 11 24-9-8 • 30-11-0 , 6-1-8 6-1-8 A I 8 D A 9 8 D I 9 11 2 8 9 10 11 12 1314 1518 17 18 19 2021 2223 24 25 26 27 28 2x4 II 34 3x6 = 9rr 3x9 = 2440 = 3x6 = 30 1 X34 8 0 2x4 II 5-4-01.5.p 10.8. 012.6.8 . 16-0.0 18.8.0 24.0.0 26.8.9 29.4 -0 3 .37.4.0 I 2 - 8 - 0 2.9.0 1-1-0 2-8-0 1.10-8 2.8.0 2-8-0 2.8.0 2.8. 00.9.8 2.8 -0 1 -7 -0 2-8-0 2-8 -0 1.7.0 0.9.8 1.10.8 1 -1-0 DEFL in (Ioc) Udefl Vert(LL) -0.01 15 >999 Vert(TL) -0.01 14 -15 >999 Horz(TL) 0.01 28 n/a 1st LC LL Min 1/deft = 240 REACTIONS (Ib /size) 8= 419/0 -3 -8, 18 =1185/0 -3-8, 28= 41910 -3 -8, 9= 3/0 -3 -8, 10= 185/0.3 -8, 12 =115/0 -3 -8, 14= 105/0 -3 -8, 16 =238/0 -3 -8, 17= 22/0 -3-8, 19= 22/0 -3 -8, 20= 236/0 -3 -8, 22= 105/0 -3-8, 24 =115/0 -3 -8, 26 =18510.3 -8, 27= 3/0 -3 -8 Max Herz 8= 165(Ioad case 4) Max Uplift8=- 37(Ioad case 3), 18 =- 50(load case 4), 28 =- 5(load case 4) Max Grav8 =446(load case 6), 18= 1165(load case 1), 28=446(load case 7), 9 =99(Ioad case 2), 10 =190(load case 6), 12 =120(load case 2),14 =120(Ioad case 2), 16= 244(load case 6), 17 =99(Ioad case 2), 19 =99(load case 2), 20 =244(load case 7), 22= 120(load case 2), 24 =120(toad case 2), 26 =190(Ioad case 7), 27 =99(Ioad case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2= -258, 2 -3= -132, 3-4= 218, 4-5 =218, 5 -6= -132, 6-7=-258, 1 -8= -369, 7-28=-369 BOT CHORD 8 -9=41, 9- 10 =41, 10- 11 =41, 11 -12 =177, 12 -13 =177, 13 -14 =177, 14 -15 =177, 15- 16 =53, 16- 17 =53, 17- 18 =53, 18- 19 =53, 19- 20 =53, 20- 21 =53, 21 -22 =177, 22 -23 =177, 23 -24 =177, 24 -25 =177, 25- 26 =41, 26-27=41, 27-28=41 WEBS 2 -11= -270, 2 -15= -188, 3- 15 = -70, 3-18=-340, 4 -18 =531, 5 -18= -340, 5- 21 = -70, 6.21= -188, 6 -25 =270, 1-11=170, 7-25=170 A WARNING - VERIFY DESIGN PARAMETERS AND READ ALL NOTES ON THIS AND TRUSS DRAWING NOTES BEFORE USE. Design void for use only with MITek connectors. This design is based only upon parameters shown, and Is for an Individual bulking component to be Installed and loaded vertically. Applicability of design parameters and proper iCscorporafton of component Is resportsibdtly of buildup designer • not •cuss designer. Bracing snown Is tor lateral support of Inolviduol web members only. Additional tempSrary bracing to Insure stability during construction is the responsibility of the erector. Adaltional permanent bracing of the overall structure b the responslbil ty of the building designer. For general gu.ldance regard' fabrication, guallty contra, storage. delivery. erection and bracing. consult 01 -88 Quoitty Standard. DSB-89 Bracing Specification. and HIB•91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onohlo Drive, Madison. Ufl 53719. 37.4.0 6-5-0 LUMBER BRACING TOP CHORD 2 X 4 HF No.2 TOP CHORD Sheathed or 6-0 -0 oc purlins, except end verticals. BOT CHORD 2 X 4 HF No.2 BOT CHORD Rigid ceiling directly applied or 6 -0-0 oc bracing. WEBS 2 X 4 HF Stud/Std "Except' WEBS 1 Row at midpt 2 -15, 3 -15, 3 -18, 4 -18, 5 -18, 5 -21, W2 2 X 4 HF No.2, W1 2 X 4 HF No.2, W2 2 X 4 HF No.2 6 -21 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 8.0 psf top chord dead Toad and 7.0 psf bottom chord dead Toad, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7 -93 per UBC97 /ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber txfogN DOL increase is 1.33, and the plate grip increase is 1.33 �tr� 3) This truss has been designed for a 10,0 psf bottom chord live Toad nonconcurrent with any other live loads per Table No. 16 -B, UBC -97. 253 891 1168 { 9 a PLATES GRIP M20 185/148 Weight: 213 Ib RECEIVED GTY OF Tfy.An, A OCT 2 4 2000 PERMIT CENTER 0002 Scala: 118"- theTRUSSco. & BUILDING SUPPLY INC. PAGE.02 10/24/00 TUE 09:07 FAX 253 891 1168 Job I LOADING (psf) TCLL 25.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 Truss F1 Continued on page 2 OCT 24 '00 09:19 Truss Type I DBL.FAN 5x8 a 10 2x4 11 6.5.0 6-5-0 0.25tz 6-5-0 SPACING 2 -0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC97 /ANSI95 3x4 3x6 11 3x4 8.5.0 12-8-8 12 -6-8 { 18-8-0 6 -1.8 6.1.8 4.39 FT 3x4 4 T 12 13 3x6 -3x4 = CSI TC 0.73 BC 0.29 WB 0.30 (Matrix) LUMBER TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 4 HF No.2 WEBS 2 X 4 HF Stud /Std'Except• W42X4HFNo .2,W22X4HFNo.2,W12X4HFNo.2 W3 2 X 4 HF No.2, W5 2 X 4 HF No.2, W7 2 X 4 HF No.2 THE TRUSS CO. (optional) 4.200 s Apr 13 2000 MiTek Industries, Inc. Mon Jun 05 13:07:51 2000 Page 1 5x6 = 5 14 3x8 24-9-8 Qty 5 6-1-8 6.1.8 6540 3x4 Ply 1 3x4 6 3x6 15 16 U4= 3x6 7 6 17 3x4 = 30.11.0 37-4-0 16-8-0 24-9-8 30-11-0 37-4-0 61.8 6-1 -8 6-1-8 „ 6-1 -8 6-5-0 DEFL in (roc) I/defl Vert(LL) n/a - n/a Vert(TL) n/a - n/a Horz(TL) 0.01 18 n/a 1st LC LL Min Udell = 240 4x6 9 18 2x4 II REACTIONS (Ib/size) 10= 304/37 -4-0, 12= 29/37.4 -0, 11= 432137 -4 -0, 13= 470/37 -4-0, 14= 856/37 -4-0, 15= 473/37 -4 -0, 17= 434/37 -4 -0, 18= 303/37 -4 -0, 16= 31/37 -4-0 Max Horz 10 =- 222(Ioad case 3) Max Uplift10 =- 12(Ioad case 3) Max Grav10= 325(load case 6), 12= 48(Ioad case 2), 11= 434(load case 6), 13= 486(Ioad case 6), 14= 856(Ioad case 1), 15= 487(Ioad case 7), 17= 436(Ioad case 7), 18= 321(Ioad case 7), 16 =51(foad case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2= -127, 2-3=-59, 3 -4 =88, 4 -5 =164, 5-6 =164, 6 -7 =91, 7- 8=-56, 8 -9= -123, 1 -10 =- 238, 9-18= -240 BOT CHORD 10- 11 =36, 11- 12 =55, 12- 13 =54, 13- 14 =-17, 14- 15 = -20, 15- 16 =52, 16- 17 =52, 17 -18 =31 WEBS 2-11=-339, 2 -13= -117, 4 -13= -277, 4-14=-137, 5-14=-494, 6 -14 =- 131, 6-15= -283, 8 -15= -120, 8 -17= -338, 1 -11= 26,9 -17 =31 NOTES (8) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 8.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7 -93 per UBC97 /ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Gable requires continuous bottom chord bearing. 4) This truss has been.designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16 -B, UBC -97. 5) Bearing atjoint(s) 10, 12, 11, 13, 14, 15 considers parallel to grain value using ANSI/TPI 1 -1995 angle to grain formula. Building designer should verify capacity of bearing surface. 253 891 1168 RECEIVEr' CITY nc Y. OCT 2 4 2000 3 PERMIT CBNTEF. PLATES GRIP M20 185/148 Weight: 232 Ib A WARNING - VERIFY DESIGN PARAMETERS AND READ ALL NOTES ON THIS AND TRUSS DRAWING NOTES BEFORE USE. Design voila for use ony with MITek connectors. This design Is based only upon parameters shown. ono Is for an Individual building component to oe instated and ldodod venially. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - nor truss castanet. 6racng shown is for lateral support of Individual weo members only Additional temporary bracing to insure stability duing construction Is the responsibility of the erector. Addtticner permonenr bracing of the overall structure Is the rewonsibtl'ty of the building designer. For general guidance regaraing fabrication, quotity conno, storage, delivery. erection and bracing. consult QST-86 Quality Standard. 050.89 6rocing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute. 583 D'Onohb Drive. Maolson. WI 53719. [�J 003 Scale • 1:112, BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. Except: 6 -0 -0 oc bracing: 13- 14,14 -15. WEBS 1 Row at midpt 2 -11, 2 -13, 4 -13, 4 -14, 6 -14, 6 -15, 8 -15, 6 -17, 1 -11, 9-18, 9-17 2 Rows at 1/3 pts 5 -14 theTRUSSco. & BUILDING SUPPLY INC. Z re 2 W JU 00 to 0 J = H CO I W u_ to Cy = W Z F- O . Z I- W uj U w O N a 1- W LL' O Z W U= O ~ Z Oct 19 00 04:11p October 18, 2000 Krazari & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION Mr. Rob King RC CONCSTRUCTION & ASSOCIATES 20503 88" Avenue W Edmonds, WA 98026 RE: Final Letter Regarding Parinvay Supercenter Phase 11 108' & Southcenter Parkway Tukwila, Washington Dear Mr. King: In accordance with your request and authorization, we have performed special testing and inspection services for the above referenced project. The special inspections for this project were: • Reinforced Concrete • Soils Inspections • Reinforcing Steel To the best of our knowledge, all work and noted deficiencies have been tested and/or inspected and have been found to be in general accordance with the approved plans and specifications, and Chapter 17 of the 1997 Uniform Building Code. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC. William B. Throne Regional Manager Pacific Northwest Region WBT\DA \ga cc Benner Storage Associates KPFF Maloney & Bell City of Tukwila OCT 19 '00 16;13 • Epoxy Inspection • Masonry Inspection Dean Alexander Principal Engineer R.P.E. #3 With Ten Offices Serving The Western United States Project No. 066 -00091 1501 - 15th Street NW Suite 106 • Auburn, WA 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 RECEIVED CITY OF TUKWILA OCT 2 7 2000 PERM1TC Permit No. D2000 -048 OFinal R p. 2 PAGE.02 es�eRfi «•• «N••— . ^.�irssve,• r�,... ,• ««. era..-. mm�*+.«. Km« vn* r! oN..{ x! uv. sX �+! tP5' ��' nlIPRR�wL GSW *liwlQP'<DJJ+M.��r+ant+iomw... . Z w re 2 w i O 0 (0 0 U) J I- 0 0 •. 0 O N 0 I— w LLO W Z U =, O ~' Z October 10, 2000 445i1Krazal &ASSOCIATE INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION Mr. Rob King RC CONSTRUCTION & ASSOCIATES 20503 88 Ave. W . Edmonds, WA 98026 RE: Special Inspections Parkway Supercenter Phase II 180` & Southcenter Parkway Tukwila, Washington William B. Throne Regional Manager Pacific Northwest Division WBT\ pc cc: BENNER STORAGE ASSOCIATES KPFF MALONEY & BELL CITY OF TUKWILA Offices Serving The Western United States r�z K.No,- 066:90091 Permit No. D2000 -048 Dear Mr. King, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors on September 30, 2000. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications, and the 1997 Uniform Building Code. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. RECEIVED CITY OF TUKWILA OCT 2 7 2000 PERMIT CENTER 1501 — 15'^ Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 2000 00091 at z ~ w • re 2 JU 00 . N . CO W J = t— w O . uQ co w z � z ° W Um N ' 0 I W ui H — �t- 0- i .z. 01-x Specific Location(s) Grids Remarks \AlQ 5T erti (r C. A A./010` g‘'14---1 - (4, 15 -rte 4 16 ( 1.) (1.) C(_,i/v► -•/r ‚'- iej A "c_.t4) --- Concrete Supplier Mix No. Time Cyl. Code Slump (in.) No. of Samples Design Strength Air Temp. Air Content ota ubic Yards Placed Conc. Temp. (F) Grout Supplier Time CyI. Code Slump (in.) No. of Samples Design Strength Air Temp. Total Cu is rds Placed Grout Temp. (F) Mortar Type of Mortar IIIEIP211111M Time CyI. Code No. of Sample - - Design Strength Air Temp. Slump (in.) Total ubic Yards Placed Mortar Temp. (F) MATERIAL 441Krazan & '°~',sociates, Inc. REPO'NO.: 4021 GEOIECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING • CONSTRUCTION TESTING AND INSPECTION DATE: .v '[}0 PROJECT #: COO - (�LC)°i 1 PROJECT: T( v LOCATION: )1/ KRAZAN PROJECT MANAGER: %73A Type of Inspection Performed Reinforcing Steel Reinforced Concrete Reinforced Masonry Shotcrete Other (specify) Structural Steel Fabrication Structural Steel Erection Expansion Bolts Fire - proofing � Po x � To the best of my knowledge, the abov Superintendent/Representative: CONTRACTOR: In 4 3e. PERMIT NO.: INSPECTOR: MISC.: WEATHER: RECEIVED CITY OF TUKWILA OCT 2 7 2000 Technician: Type of Structure Inspected Columns Slab -on -Grade Structural Slab Post - tensioned Slab Footings Pilings Grade Beams Walls Other (specify) TEMP: HOURS DESCPT IN OUT ST OT MIL PERMIT CENTER AS NOT performed In accordance with the approved plans, specificaitons, and regulatory requirements. u arrowr NSrmn,�r..�,nm . w. m z p Z re w 0 00 w= J F- W u. w a H z �. ZO W U � O O I- ww tL O .. w z U= O z RE: Laboratory Testing Parkway Supercenter Phase II Tukwila, Washington Dear Mr. King, diaKrazan GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION May 25, 2000 KA No. 066 -00091 re w Mr. Rob King 6 D RC CONSTRUCTION y U 20503 88 Ave. W co 0 Edmonds, WA 98026 w = �. w 0 u_ Q . co Z In accordance with your request and authorization, we have performed laboratory tests on the material sampled from the above referenced project site. al , U , o - 01— w U CU ---_ 0 I- The laboratory tests performed on the material were in accordance with the applicable ASTM test methods. The results of the laboratory tests are presented on the following pages. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. William B. Throne Regional Manager Pacific Northwest Division WBT1 pc CC: BENNER STORAGE ASSOCIATES KPFF MALONEY & BELL CITY OF TUKWILA Offices Serving The Western United States 1501 — 15' Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 000vi re. o 51 RflIVP'fft. Iform :A91 r!! 4NM1F. fMNFIuly ,km'M.t'A'L z 150 140 130 100 90 80 Project No.: 6600091 Project: Parkway Supercenter phase 11 Location: import Elev./Depth: Remarks: tested by Rory Bosma MATERIAL DESCRIPTION Description: Tight brown silty sand with gravel Classifications - Nat. Moist. = Liquid Limit = % > 3/41n. = 20.0 % 0 COMPACTION TEST REPORT USCS: Curve No.: 0668 TEST RESULTS Maximum dry density = 146 pcf Optimum moisture = 6 % Test specification: ASTM D 1557 -91 Procedure C Modified Oversize correction applied to each point 10 15 20 Water content, % KRAZAN & ASSOCIATES, INC AASHTO: Sp.G. = 2.67 Plasticity Index = % < No.200 = Date: 4 -24 -00 100% SATURATION CURVES FOR SPEC. GRAV. EQUAL TO: 2.8 2.7 2.6 25 30 35 Plate 40 tKr. p,:4VI SY.! S tMt+ E VO I.^.+ PSIM V7 AISVON TSfre , .. H114 Moisture Density Relationship 139 134 129 Iv 13 O 124 119 114 - , ' - 1 - • ZAV for 2.67 1 1;x • - \16, _ • i 1 I i i 1 ! , i ' 1 I ; i I j i I . 1 ! 0.0 2.5 5.0 7.5 10.0 12.5 15.0 Water content, % Test specification: ASTM D 1557 - 91 Procedure C Modified Oversize correction applied to each point Elev/ Depth _ Classification Nat. Moist. Sp.G. LL PI % > 3/4 in. % < No.200 USCS AASHTO 2.67 14.0 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Maximum dry density = 135 pcf Optimum moisture = 8 % 131 pcf 9 % Dark Brown Silty Sand w /gravel Project No. 66 -00091 Client: R.C. Construction Project: SouthCenter Parkway Phase 11 • Location: native Remarks: Sample #0670 By Sam Hyatt Page Moisture Density Relationship KRAZAN & ASSOCIATES, INC. .�, sraTCY4 . ms+ a."."%' a. c tt+?' t neea tta; F, u srx• �. rv�xMro .���•:z.p. ?�+.•.. w. �•+,. rur. sMln�a. �s�nfirtrt7, 5 ?R+h7R"i�:'SY.?l'!?'.tt:7.&�zo� I(razan & ASSOCIATES, INC. May 23, 2000 Mr. Rob King RC CONSTRUCTION & ASSOCIATES 20503 88 Ave. W Edmonds, WA 98026 RE: Special Inspections Parkway Supercenter Phase II 180` & Southcenter Parkway Tukwila, Washington Dear Mr. King, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors from April 21 to May 20, 2000. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications, and the 1997 Uniform Building Code. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. William B. Throne Regional Manager Pacific Northwest Division WBT\DA\pc GEOTECI- INICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION cc: BENNER STORAGE ASSOCIATES KPFF MALONEY & BELL CITY OF TUKWILA RECEIVED JUN 0 7 2000 D EVE L OPMEN T Dean Alexander Principal Engineer RPE No. 30508 Offices Serving The Western United States 1501 — 15 Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 00091 tilt dot KA No. 066 -00091 Permit 13'D 0 M razan & , asOctat•s, Inc. DSA File ,.No. OSHPD No Permit No y6'4- P 2 000 - O GATE:' Z /— CONTRACTOR' /tf4 9- / x // PROJECT N: 06 ' 7 I`NO0 1.0.R.: PROJECT: /�. G cmie 1 i PRESENT AT SITE: . .✓ / G / e_ ^ ✓ - R LOCATION: ) ' 4' c-C 7 .t 9 e "lir COPIES TO: KRAZAN PROJECT MANAGER: W A WEATHER: (-Z-C CEOTECHNICAL ENE ;INIERINC, • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION ,9i 0" ait/ �--C1 s % cf G4ie �lGf zi.I D) //jam lyiP� %�!/� �'�J'/�!'. �G/ l�ilJ�el /=. /mil /. f To the best of my knowledge, the above Nfa in accordance with the approved plans. specifications, and regulatory requirements. Superintendent/Representative: Technicia 4231 Foster Ave. 25418 74th Ave. S 215 West Dakota Avenue 550 Parrott S. #1 1025 Lone Palm Ave. #8G 123 Commerce Circle Bakersfield, C4 93308 Kent, WA 98032 Clovis, CA 93612 San Jose, CA 95112 Modesto, CA 95351 Sacramento, CA 95815 (805) 633 -2200 (253) 854 -1330 (559) 348 -2200 (408) 271-2200 (209) 572 -2200 TEMP: c5 -0 cs (916) 564-2200 Z W 00 W � NW WO �QQ LLQ s w z I- 0 Z ~ ON c F- W F� u. O .z N 0 H O Z DATE' I(1a.ZaIi & A .ociates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION y1� PROJECT $: PROJECT: LOCATION: KRAZAN PROJECT MANAGER: */ j ,4 A kd,4 215 West Dakota Avenue, Clovis, Ca 93612 8020 W. Doe Ave. Ste. B, Visalia, CA 93291 4231 Foster Ave., Bakersfield, C4 93308 1025 Lone Palm Ave. #8G, Modesto, CA 95351 550 Parrott St. #1, San Jose, C4 95112 1 7, V t . - ;• , ,ZIP,'1'1 4 .7 .0 0'F' x;INIe , v::yw:!n,^4 (559) 348-2200 (559) 651.8267 (661) 633-2200 (209) 572-2200 (408) 271 -2200 d ot ....oe _/( I.O.R.: 41^ - 1 PRESENT AT SITE: TO: WEATHER: CONTRACTOR: DSA a. OSHPD No. Permit No. ZaCte, - e e-/dud-4 /ju.s'1 TEMP: , c.2 D A.47 a47g % , oar %Liu AI To the best of my knowledge, the above WAS / WAS NOT performed In accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: 123 Commerce Circle, Sacramento, CA 95815 35 E. Santa Clara, Arcadia, CA 91006 25418 74th Ave. S, Kent, WA 98032 383 Equestrian Dr., Poulsbo, WA 98370 13434 N. E. 177th Place, Woodinville, WA 98072 (916) 564 -2200 (626) 294 -0449 (253) 854 -1330 (360) 598-2126 (425) 485 -5519 • I(1'21Zd31 & A- sociates, Inc. GEONCHNICAt. ENGINEERING • ENVII,ONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION 215 Welt Dakota Avenue, C1ovi4, Ce 93612 8020 W. Doe Ave. Ste. 8, Mats C4 93291 4231 foster Ave., Oakersf. , C4 93301 1025 lava Pain Ave. SSG Modesto, C4 95351 SSO Knott St. c, 1, San Jou, U 95112 p ly„ �. rrw; tf• fr, n�. ;rt,Y,.•Q.�..�;.rp.?�;gyvfa.3•r a;nxyn. ,ta^ :> . DSA Fild/ No. OSHPO No. Permit No .b 2,0,0e7 • O(.43 716 491,4 9t_ &.1( DATE 27 APE L 2000 CONTRACTOR PROJECT N: 00,6 -71009 I.O.R.: l HAMSEI,I PROJECT: +A AKturA y ..7uPC RCEA)rtlZ- f)-(A.3 Z Zr PRESENT AT S1TE: LOCATION: 00 rhr 4 Srs.. rh cram. Pawns .eir COPIES TO: KRAZAN PROJECT MANAGER: W RT WEATHER: PAW SHOWER s TEMP: SO' = ARR1 r N SI•re' AS D +A.CCTM fo g SA INVCSr1(;Ar /an1 O4 rnn Tv" J' I3l[rL7NrA) , SPnrce W trl -N CDNrfACroC- A6ctir WHAr tie" t/AD comPc.crcto so FAR AS ro EXG7V,1TZT PO —IA L' S. .3014 e EXCAVATPIS AQrA I S WERE /N N,4; ,rs CND STuA1 £D .301 S AA/ OT1,/elt 10 EU' /A) t.4/1/07 APPer14A.ED To 8e /N Pe) nrat) ?i Pop MAMMAL.. WAS 7bC0 Rs MC CaN772A rN47• nee IK►Drere4 M4retj4L MAO i/ IP A'ACE 1439 APP.4» ?:4c7 flZ4 Apr. ME So, LS RP•Pnre„T ii'77/ C'aNn:RAC7'O,` 3e /L s£N6/Ndtt.YL, .377Q7'O Lv 224 rr, FD t.. Jfj' LLD a. tro!/AJGdT o si MEW t7V£N - Eke 6t VATE .q re, $ PEE> AA, 8 PC AC E MOD s'n1 MC 7' JT u CTvP.4 atieKFILL . cifornzAcroz. S7]47 tfE G. AS' GoIs.,A' m Cd, -r,er 777air 6e`19TECX FAl‘/N BEIrOL E PRAce'Zz Wine xlfarb' - /foot OA ret , f ,g,<. To the best of my knowledge, the above WAS / WAS NOT performed In accordance with the approved plans. specifications, and regulatory requirements. Superintendent/Representative: Technician: 123 O&imwce Ckrde, Sacnrr /tto, U 95815 (916) 564.2100 35 L Santa Clam Arcadia, CA 91006 (6261 1944449 25418 7401 Ave. S, Kent, WA 91032 (253) 854.1330 383 fgueatrbn Dr., Poui4bo, WA 98370 (360) 5984126 (408) 271.2200 13434 ME. 1770, Plow, Woodn►4Nr, WA 98072 (425) 485 „ SS 19 (559) 348.2200 (559) 6S14267 (661) 633.2200 (209) 572.2200 77 220 r i };. , r,,:Y ,.,r.,.. r., y. Ne..,M. sr.. . ... 7x! 7A7"a.•, Kr'azat1 & A sociates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. 4 0-1 PROJECT k: 66 .0019 ?/# PROJECT: LOCATION: 57/7 lJ KRAZAN PROJECT MANAGER: To the best of my knowledge, the above WA Superintendent/Representative: • - 0 /i -�- . - S - - t_ cry? "et_ 215 West Dakota Avenue, Clovis, Ca 93612 8020 W. Doe Ave. Ste. 8, Visalia, CA 93291 4231 Foster Ave., Bakersfield, CA 93308 1025 Lone Palm Ave. #8G, Modesto, CA 95351 550 Parrott St. #1, San Jose, CA 95112 (559) 348-2200 (559) 651 -8267 (661) 633-2200 (209) 572-2200 (408) 271.2200 CONTRACTOR: PI CO PY' DSA File /A, Jo. OSHPD No. p' Permit No. Q� 0 — & V4 e i�tiL I.O.R.: M 'st PRESENT AT SITE: 1 COPIES TO: WEATHER: ,.yj-iCy,t _4 "vier- aire".a )46-n 401s 4ke. -r et erP4 re/ , � drZe 123 Commerce Circle, Sacramento, CA 15 35 E. Santa Clara, Arcadia, C4 91006 25418 74th Ave. 5, Kent, WA 98032 383 Equestrian Dr., Poulsbo, WA 98370 13434 N. E. 177th Place, Woodinville, WA 98072 TEMP: ___S" .k7 /l cc G � erformed in accordance with the approved plans, specifications, and regulatory requirements. Technician: (916) 564-2200 (626) 294-0449 (253) 854.1330 (360) 598 -2126 (425) 485.5519 Z ~ W re J U O 0 W = I- Q W W 2 gQ = �W I- O Z F- w w 0 O • N OF W W 1— H O . Z W — • I O ~ Z I<r3Z3JT1 & A .ociates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. 2000 PROJECT 8: 1544 - 0007 PROJECT: 4O4LR a/A Y St/ /cLLCN / t b LOCATION: /6b 7i ` J dRICO'TGR , A2tfkl9 Y KRAZAN PROJECT MANAGER: r% CONTRACTOR k J r D UCT l0) /4/4 1-&(( I.O.R.: ebeC-e T ►85ts'% PRESENT AT SITE: COPIES TO: 6 Ty bf '77./KLJ /LL.4 WEATHER: R/1 /A) TEMP: 40 'S ' J / 2 I r ✓ c ' ! ) DA.' J re i)J u J' i t D 7o /M ,S peer ,L?c,r0 o/-1 (: N pp fEZ /HEM C2 S7 / oT /NG.S fJA/o /NTgziD.t' QGoG< /'D07,.)bJ� A46 eF iiE/, ffornIsxJ /S .4 r F Live f 'i 1r) 8 Lr"16, ,1nv' , '1 )ek /70 /.t/ fti D /N� A T ,S; 4 7 6/ n/ c J G Lid /u r Z 3 i Y S, 4,7 Lt Ne.S, 64-,u0 Q L/& /fT 2 ) 3 J � � 5 � (, 7 UNcJ, 710-47 , SZLJl6 4F /+-idvf f> S CaNFZ>20.-J TO oOcTA -/t. S' anj .S S. / a< Pty' .4',oll,o✓er /M/✓J RNO , Sf cR 77 W..J ,2 (r'/zywe- J) 26, Ji -* Ci i✓!r, L.# J' J -A/o L°zewal'GzfY, / ,Pot 'V 4 G 1 O v s- Oc J/6 I / do. &Ye- ee 14.41,I Vr-9 4 ,4M -r. rzere,K AND C.)/KJoc,oI t77 r.'1 der or tWi c/1414 co-Ne . 7 E r- c n '!Duns_) v5 47ZelibThe 7 J iA/& To the best of my knowledge, the abov:" .intendent/Representative: 215 West Dakota Avenue, Clovis, Ca 93612 8020 W. Doe Ave. Ste. B, Visalia, CA 93291 4231 Foster Ave., Bakersfield, CA 93308 1025 Lone Palm Ave. #8G, Modesto, CA 95351 550 Parrott St. #1, San Jose, CA 95112 'R[t13'�.,.+ IYAS+ C!! Y. A14t�Y,' Y+>:*, n: YY!!!: N6tT bCS' b. Rvn+.' o}"<. 7 ;++ef,'^ ^¢•fV� }n- nxrMrnve..,, ir..a+.... i.....:. 1 AS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. DSA File /A{., .0. (559) 348-2200 123 Commerce Circle, Sacramento, CA 95815 (559) 651.8267 226 N. Sherman, Ste. A, Corona, CA 92880 (661) 633-2200 25418 74th Ave. 5, Kent, WA 98032 (209) 572-2200 383 Equestrian Dr., Pouis)o, WA 98370 (408) 271.2200 13434 N. E. 1 77th Place, Woodinville, WA 98072 OSHPD No Permit No / 2 vim" oVS (916) 564 -2200 (909) 549 -1188 (253) 854 -1330 (360) 598.2126 (425) 485 -5519 z F- Z tr w 6 U 00 to Co ILI J = w w u_? w H z �. F- w ~ 0 f- w W O ..z w to O z 41Krazan & iz sociates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE // PROJECT N: txa c cc) 7/ PROJECT: . AP4CWAY SuPE& CE r LOCATION: A lt3o ' sr. KRAZAN PROJECT MANAGER: W .fit . Foie /NFU. To the best of my knowledge, the abov Superintendent/Representative: 215 West Dakota Avenue, Clovis, Ca 93612 8020 W. Doe Ave. Ste. 8, Visalia, CA 93291 4231 Foster Ave., Bakersfield, CA 93308 1025 lone Palm Ave. #8G, Modesto, C4 95351 550 Parrott St. #1, San Jose, CA 95112 I.O.R.: . Z•'Yl(T1 PRESENT AT SITE: COPIES TO: WEATHER: r/ rJu7Y DSAFile/A NO. OSHPD No Permit No. r 2c' CONTRACTOR PIA L OA/EY f 2ELLr TEMP: 60 ° On/ Si T E ZEc s r OF c•LFvr 7v e =.eXV ern i../FOieCE r /r4 - e 7F. / ZSA5f 7c n/S FOR COWM/1//Yf p i s t . A -1- L /,,E /4 i'i /E f 3 • ZS . q , 6 .6 .E. /i,/ L/A/E $• 7c'/ G. 4/6. 6. G. L/neaS FT6 Ti'AtLc (() FT6 TYPE (-7 L/NF_ /•L./A/Fc a F / E774 /A//n/6 MJJ4LL Live / 114WaS ,c 7 S 4.0447Sing5 IS/70 WALL. Ce? LJ, I tE ro F Ln,ES r ,l)hE WAU wAU. a 4.I / E1, J7. c L./A/ Flees Fnu ,4aG45 M, 4/1. ,egYA/F i).erFinic.17 - �.✓. r i)\ 7n AApe_oVeh. •}e= — /P!F1 Ar .aays f t!" 7 t c l L U � f a � / S l - t t l [ > / G . ' ON S. /7 /Z/SS / 2 /y / SS• !, /G7/ SS- 1 • ?EINFORrE/)'kA/T b✓sritRY.S FOUNT L , -E7)4 /A//N6 WALL. PT& 4- /NSF /C Ta 7•'S /f72 _ ►. a[- _ _ 4ift • 7at' n74T NO * 6 3A/Qs 77'b /n/ ,'I.ArE' (12--s/AELVA FrXli.✓ /"4c 14./444 •l7S 722> inA7: S Ce? /� "o• C • 77E'\ /n/ PLACF to , 7r/ESE ))iSGeFiti .YS WERE Roacr 5//r re,.,/r7c,4croie. ,A )f^tcw,F. COn/ty e.vAT7On/ Tonic- . /F s_! et:./newr -7r- f / .5772L !7Ui2A -L t�Nt'4e. #9N »•(eovA4L WAS MAAF 7a WET SET '-G $ GP, 1Z c. c ,, /21<774in k ctsti, r S)11E tn� -Lie t...A)L P flS �" FRcm TZSt�- nF - FT - 6 • BA2S R ! G le-AhF ,SiZa SPArievK 9 Lfi 7 f �'J = A�2E�/rcE•c j e lz>u d1 7r) ZrE Ce ,t 2ETlc >am,: b&' AY rr51 E •»i A 3oC ps i $'.c)c '/ , "r AtACeh 1 - rr - AL rv. V &s viA warm Aum/s Cc'. 3i��i' —4" :‘L.vinP rnne<iA7n•c1t" tr mr-rr f. Co..icrIL/AjcrTFI. 14 /tF ✓/ A'77on/• "7"7 ;S' r"0/VC.2€ 1 ifi E F- CA.i•V' 7D [.F' /n/ �4lt��I1RNCE If / WAS NOT performed in accordance with the approve. •tans, •ec atio -nd regulatory requirements. Technician: (559) 348 -2200 123 Commerce Circle, ramen •, i 95815 (916) 564 -2200 (559) 651.8267 226 N. Sherman, Ste. A, Corona, CA 92880 (909) 549 -1188 (661) 633 -2200 25418 74th Ave. S, Kent, WA 98032 (253) 8544330 (209) 572-2200 383 Equestrian Dr., Poulsbo, WA 98370 (360) 598 -2126 (408) 271-2200 13434 N. E. 177th Place, Woodinville, WA 98072 (425) 485.5519 � w QQ 2 J o 0 0 tn 0 J f- w gQ Tn� = � Z = Z o W O • - ❑ w H � O U - P.' I 0 I- Z 1I(i3.ZaI:1 & A iociates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE -C " ©O CONTRACTOR: / 4744.1-7 9` &c.// PROJECT 11: LPtp CYPC7 9/ I 0 R . -Mi /-1/.4777 PROJECT: fA.A ' k,4 y/ $ v /'E/L CIAle �s?.2 PRESENT AT SITE: LOCATION: /eel- .d- $. C �4J/E/L /& ) , COPIES TO: KRAZAN PROJECT MANAGER: 4✓/7 WEATHER: et 4 14_ TEMP: rte, rs -7-74.70.4c / A s7 A- L. 44,t L, 4 t/5 /`mod Ste' ,2T 4v vm._ �,s �� � G,�v A - 7 a ,4v0 .u,��' 27 _ -,, <J v.s�fn4-,/*9.47.vevt h.- 77/ A.o.m..s .1 •l6 S Z e�'.ei2 .4e. /L "Are_.t.0 4-404.7 ,9-T ■ € 's Z�u-r ,4y' .c AI-e sl scL ,a�hA% / J � � ,✓ To the best of my knowledge, the a Superintendent/Representative: 215 West Dakota Avenue, Clovis, Ca 93612 8020 W. Doe Ave. Ste. 8, Visalia, CA 93291 4231 Foster Ave., Bakersfield, CA 93308 1025 Lone Palm Ave. #8G, Modesto, C4 95351 550 Parrott St. #1, San Jose, CA 95112 DSA File /AF, OSHPD No Permit No fl 4 - .d ths J AS NOT performed In accordance with the approved plans, specifications, and regulatory requirements. Technician: (559) 348.2 •0 erce Ckrle, Sacramento, C4 95815 (916) 564-2200 (559) 651. 267 N. Sherman, Ste, A, Corona, CA 92880 (909) 549 -1188 (661) 633- • : 25418 74th Ave. S, Kent, WA 98032 (253) 854 -1330 (209) 572.2200 383 Equestrian Dr., Poulsbo, WA 98370 (360) 598.2126 (408) 271-2200 13434 N. E. 177th Place, Woodinville, WA 98072 (425) 485.5519 OPY'toz" - .: -,; ?, 1Sm ,k trovi!tltr;.Rwil.•c2w; 11., 4741∎ ?mt- t1,1ryrfftm rwhnvo,i pmryp s DATE' S - /J ' ZCDoc PROJECT It Dv(...-Doo 4/ PROJECT: AQieel.fr9 Y J✓PC�C(ri LOCATION: 17 4 Ar\icNaI i✓mC 4 1,4,9 KRAZAN PROJECT MANAGER: tar a7_ aZ & A ociates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION To the best of my knowledge, the abm c intendent/Representative: i er /k28 36.5b34 J. /Z-/v 215 West Dakota Avenue, Clovis, Ca 93612 8020 W. Doe Ave. Ste. B, Visalia, C4 93291 4231 Foster Ave., Bakersfield, CA 93308 1025 Lone Palm Ave. #8G, Modesto, C4 95351 550 Parrott St. #1, San Jose, CA 95112 wxi1 . ept»!u,K;,. m.tryf r40,.y:,l mv17; DSA File /AP1. J. OSHPD No Permit No. 24-170 -- 64P CONTRACTOR' 114 Lod el 7 A5CLL I.O.R.: $ 4,A62,-- A e t PRESENT AT SITE: COPIES TO: 64'5' O F t)&.4/ WEATHER: V ()p q( (1 TEMP: LOU 44 Ka) p -( . ,/ 7E Act A e- _ E� v€ i % c /7 7b /NJ' T j c'i4 f 2Gc9t1 crx/J z v LC,/ '/2 p ergoJr A/c . /�fXcri�,r D� //✓JA.- /!0/) qg Af 64.1._icvA,L1 A L TRoM J !'o C b vc j g tf-v / t »1 C 7l, & Lon) at , Fi 1 G5 V j" Gfe_ Aifo v2< /d J, -i , A-.2&q -S CwFizo lb /44/rJ '1v0 J€25 j <c r2bA J /be we �!7 -L� �P•?Gs.v !r L,rRt Ce: /c J h (1-c.S D 2u tip? 9 YoJ ' of HA( 2edic4 JL. ?4 . Cuadur per, vd4 R &I- 7 °1.4-v4 "'WO 'fa e• 4 c y t J %Lr7 Afi, •S4 A-)P1 4i 4 7 6) WAS /(WAS NOT performed in accordant;Q/with the approved plans, specifications, and regulatory requirements. Tec (559) 348 -2200 123 Commerce Circle, Sacramento, 04 95815 (916) 564 -2200 (559) 651 -8267 226 N. Sherman, Ste. A, Corona, C4 92880 (909) 549 -1188 (661) 633-2200 25418 74th Ave. S, Kent, WA 98032 (253) 854.1330 (209) 572 -2200 383 Equestrian Dr., Poulsbo, WA 98370 (360) 598.2126 (408) 271 -2200 13434 N. E. 177th Place, Woodinville, WA 98072 (425) 485.5519 r� ate,.; z,,,, ,4P1LE COPY:;,, -.. , i- :x vseyym mr,,,.: ,, ,,b,,,,, .- 'q::, ,,.,., , : Z QQ ~ W C aa k J o 00 CO 0 wI J 1. Cl) u. w 2 � = d �w Z �. 1- o w ~ n o . U oP- 0 I— w 7-- - u" O w Z. U =. O 1- z I( r21Za11.. & A ,ociates, Inc. s-i6 -vc, DATE PROJECT N 666 PROJECT: LOCATION: /S Off'" KRAZAN PROJECT MANAGER: GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION ice• �. - L _ si .:�� ... '- .!. -i — ,•• ,,.� G-✓�- 4 '8 III, 4' 34 1- 70 ,443 Ele,' , /z A - ice, Oi,✓grr " s - 710 eYe-r. B — / z' ,.•••:'..A -mss -mc4 _ •i-;'-I -Pr =Y 1 ff•11telro• 4 str; 1/21- pee?. /.YI�r ((2 AS Z7 %. G%24s�rx rn8rtc r ./P74 'e .. .5193 — 7xue,t--a" e9. r/ — 8 To the best of my knowledge, the ab Superintendent/Representative: '7009 Sk Cea.- Su.TrKC��X 44 ye -P el ear, ze,„0 742ev 215 West Dakota Avenue, Clovis, Ca 93612 8020 W. Doe Ave. Ste. 8, Visalia, CA 93291 4231 Foster Ave., Bakersfield, CA 93308 1025 Lone Palm Ave. #8G, Modesto, CA 95351 � .[� 5p500 Parrott St. dl, San Jose, C4 95112 .]a'1'1Y.ati iemtv.Fi Se S'roxty'.°nik'q✓3wa!1n4., ^lc4;Np y,rf ,i,• a,l.. et (559) 348-2200 (559) 651 -8267 (661) 633-2200 (209) 572 -2200 (408) 271.2200 I DSA File /AP1. .o. OSHPD No Permit No. Z6100 -- p �� CONTRACTOR' / /27 -V ' "Sic I0R• L2 el/ PRESENT AT SITE: COPIES TO: G. n :77 •.g ��w9,6°�",4 WEATHER: TEMP: 9 0 -4-,9( ,Vi CZ) £ R1�# 3 pse.. �-, -' " �t- k - AS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Tech 123 Commerce • le, Sacramento, CA 95815 226 N. She n, Ste. A, Corona, CA 92880 25418 7 Ave. 5, Kent, WA 98032 383 Eq •strian Dr„ Poulsbo, WA 98370 1343 N. E. 177th Place, Woodinville, WA 98072 (916) 564 -2200 (909) 549 -1188 (253) 854.1330 (360) 598-2126 (425) 485.5519 a ■ 1I<I3z311 & A ociates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION �/ f t DATE' .5 -CL , loop CONTRACTO �" " y c , � L PROJECT# bb' D009/ I.O.R. T ZT PROJECT: 1 AC6 SvA LOCATION: /ell Pt 4 SIkJ av7 P.t,&r w4 Y KRAZAN PROJECT MANAGER: tkier AleivE0 DA! .Si i , c ec&u uc D 770 !sr'IAZT ReAJfiitc45 . "1 5' S isF /neif o`-Gi 7v AJ 42C- r9 f /LZ -a•✓S A 717 r � ' /.wid 14's -0 '.r 1T ( "2- oi !.fa leil P ?/r 1s F 46)ve 1#VSP1 t 6 2 A &tJ l°,9A1 ).eh 7v ,OIL✓,! A AO ,S P t" c4 r - (4.!' /S.c 672/1 \r) 2 fr'fl caw CLifile2 f frke., 4/./.0 &2r`t ?C., . cle /kin 034.rZ J beovr Cr-2 r 6L,41 4 /new A "t t/V1c U. 7 /4ezi #$ /so �i•�,���' 4/;,(,A? Rio S:po /h `A< 414fet.Y To the best of my knowledge, the abo intendent/Representative: 215 West Dakota Avenue, Clovis, Ca 93612 8020 W. Doe Ave. Ste. 8, Visalia, C4 93291 4231 Foster Ave., Bakersfield, CA 93308 1025 Lone Palm Ave. #8G, Modesto, CA 95351 550 Parrott St. #1, San Jose, CA 95112 RA DSA File /Ap, o. OSHPD No. Permit No V - Cee PRESENT AT SITE: COPIES TO: e /?'YD WEATHER: dliA/AJ>. TEMP: 70 AS NOT performed in accordance i tl}p appr d plans, specifications, and regulatory requirements. Techn 123 Commerce Circle, Sacramento, CA 95815 (916) 564-2200 226 N. Sherman, Ste. A, Corona, CA 92880 (909) 549 -1188 25418 74th Ave. S, Kent, WA 98032 (253) 854 -1330 383 Equestrian Dr., Poulsbo, WA 98370 (360) 598.2126 (559) 348 -2200 (559) 651.8267 (661) 633-2200 (209) 572 -2200 (408) 271-2200 13434 N. E. 177th Place, Woodinville, WA 98072 (425) 485.5519 r,7:7",g•.c7;'e°4h.' `YFLE- GOPYY" �;^ .. ..w;,w<Jtn•'"'?;�� y.irk ha•a „y��. .i�:;Y: Rriv!a. ;r...7�ry�,: ?S.kqutirtyunfstl3?;cfli .tr.}Y :`1.Mta!Rt.q z Z ' C w QQ� J 0 too W J f... U) u ill 0 2 g Q = � z F I— 0 Z LIJ 0 0 5 O H w lL o w z U = 0 1- z 43 '0ts "e-ae_ /6 215 West Dakota Avenue, Clovis, Ca 93612 8020 W. Doe Ave. Ste. 8, Visalia, CA 93291 4231 Foster Ave„ Bakersfield, CA 93308 1025 Lone Palm Ave. #8G, Modesto, C4 95351 550 Parrott St. #I, San Jose, CA 95112 I(t'aZ2ll1 & A ,.ociates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE* PROJECT #: 06 DO ?, PROJECT: )A,sX. � LOCATION: /S9 4211- 27~ Ae KRAZAN PROJECT MANAGER: ' T." 7 --44 TL 8 '� DSA File /AF, OSHPD No Permit No CONTRACTOR: /724.41/ 4.� I.O.R.: c-. 4.e-7/ PRESENT AT SITE: COPIES TO: WEATHER: .43ezi4.4:31 PIs.T7t4 7V /1.dcf e�Crs o5 AVc77 G A,ve( . r-zal./. v l .taz — Acr g''C.s.•df 8esar.e 444 Imo- .1 ' Aceg,,., 3.- 7t7 * B erav /22--/4 . ., ' - z,s ems✓, f3' - 2447•47 -- OVA TEMP: $2 ° 1.0 'Io/ ,, s .w,r� gds -- 14444 V 4 7 . -119'6 24q -see e;, f m— 3 : ���,,. ^ 2Z11e, Ae 4e .#74 '5403 f�lA�t � � rL, d cc.4r- » 's� at a3 I (O To the best of my knowledge, the abov AS NOT performed in accordanc with the approved plans, specifica I n a d regu story requirements. Superintenliepresenta' :. "� /'ti Technician: (559) 348-2200 123 Comm CIrdT Sacramento, CA 95815 (916) 564 -2200 . (559) 651.8267 226 N. 5 an, Ste. A, Corona, CA 92880 (909) 549 -1188 (661) 633-2200 2541 4th Ave. S, Kent, WA 98032 (253) 854 -1330 (209) 572-2200 383 questrian Dr., Poulsbo, WA 98370 (360) 598 -2126 (408) 271.2200 13434 N. E. 177th Place, Woodinville, WA 98072 (425) 485.5519 ZH I- z w U 0 (1) C3 LU J wo g Q = d z � Z w uj U 0 - t— w Y.- w z 0 - - _ o � z I(t 3Za11 & A ociates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DSA File/AF, .o. OSHPD No Permit No. Z4000 — 0545 DATE: – 51"^ /6-0U CONTRACTOR: C= 7, PROJECT b: O(6 ■ 0010 / I.O.R.: G'. PROJECT: 1.� 4r� ast m�t•� PRESENT AT SITE: 0-42 .09e72'3G LOCATION: / SB�.f1 a AOD COPIES TO: (''_z!yj7Ceo.erz.L KRAZAN PROJECT MANAGER: 48 WEATHER: gX TEMP: �' At 14 a,/ 45, , ter? Ceb. >E A4 a /0C.774 R e`` t B/ eAd GAAr- '`B 4..;0.f •9 — ,f g e& r, re, 2n M.- A '144v.0 &ism- ''':3/ S' 7v - dr z"�, /6 ` 77.) ?..E7 Ar 4 t '. .O/..v, 4- wi 4;;411 R' 7fl Jr' t'.7 /Szge? To the best of my knowledge, the abov AS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Rpr(ntative: 215 West Dakota Avenue, Clovis, Ca 93612 8020 W. Doe Ave. Ste. 8, Visalia, CA 93291 4231 Foster Ave., Bakersfield, C4 93308 1025 Lone Palm Ave. #8G, Modesto, C4 95351 550 Parrott St. #1, San Jose, CA 95112 .,•, ,,, {A,y;ay4,+y�;4ru:?y.nwh !! rspu,-,,," •f;a�rv.p;�r+,rr�,:;,.:,.r,.:, ... Technician: (559) 348-2200 123 Comm. kcle, Sacramento, CA 95815 (916) 564 -2200 (559) 651-8267 226 N. � ,• n, Ste. A, Corona, CA 92880 (909) 549.1188 (661) 633-2200 2541 ri th Ave. S, Kent, WA 98032 (253) 854 -1330 (209) 572-2200 383 questrfan Dr., Poulsbo, WA 98370 (360) 598-2126 (408) 271-2200 13434 N. E. 1770 Place, Woodinville, WA 98072 (425) 485.5519 ,,+-rf 1 1- r .CaP --- :,W,, ,: m ', A _.7. -, ns*, , ,: , r; , F•: t > t..,:,1; "n`.. : yt Q w _1U 00 to 0 J (0 IL. w gQ tn � a l -w z = I— o z I- w o - 0 t— ww u O w Z c 0 F " z Krazan & A ociates, Inc. DATE: S ^ /9 -Qt? PROJECT q• 6 — pew 9/ PROJECT: 1 tr��G � ��0rti[�.�L LOCATION: / f .� Or g ar d e t'X KRAZAN PROJECT MANAGER: T GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION .74eAkinS fti AinAg z . f G y o �!d a C4rtC( BGoc ' 4pii I 1. 722 7 ,1e2 /1L0.�lfj lIw/ ;4( 4A2AY 4f4 7a2 To the best of my knowledge, the ab Superint dent/Reprgsentaative V 215 West Dakota Avenue, is, Ca 93612 8020 W. Doe Ave. Ste. 8, saki, CA 93291 4231 foster Ave., Bakersfield, C4 93308 1025 Lone Palm Ave. #8G, Modesto, CA 95351 550 Parrott St. #1, San Jose, CA 95112 (559) 348 -2200 (559) 651 -8267 (661) 633-2200 (209) 572-2200 (408) 271.2200 FILE. OSA File/AN ,. OSHPD No Permit No. 200 B CONTRACTOR' I.O.R.' PRESENT AT SITE: COPIES TO: WEATHER: CAGY O / c' A t 4624/.2.=.17 A•5 CzoiAcomosiee d r4 1 74keevP4 ,140.1c TEMP: 6QS i re."* fur ?.✓t -.9A �i l��- � ^S.s,�; C .06 - z L 4 54ucd .S'flaa/7 0 qe.t ' R .i/derePra7 49A 77CefeV7be /'A1iiE7JC.4 c./ -- / '?Ls4 . eta ly.Y/ ,lC if l.,0,— ,1z+rd c Plait; -s z 3- ob 47 ,i AS NOT performed In accordance with the approved plans, specifications, and regulatory requirements. Technician: 12 etre Circle, Sacramento, C4 95815 226 Sherman, Ste, A, Corona, CA 92880 25418 74th Ave. S, Kent, WA 98032 383 Equestrian Dr., Poulsbo, WA 98370 13434 N. E. 1 77th Place, Woodinville, WA 98072 CO Q +r {!• «� .� `.• � t�rR w4 �'v:'A;.•':+•..n.�vt4tnw.P�� �•.r •nrt:j.- .M1i^th`;.'i. (916) 564-2200 (909) 549 -1188 (253) 854.1330 (360) 598.2126 (425) 485-5519 z Z c4 w JU 0 t i.t = J u_ w J' < . D. a = w Z H 0 Z ~ w U� D- o 1- w w H L w U= O z 1I<razai:i &ASSOCIATES, INC. June 12, 2000 KA No. 066 -00091 z Permit No. D2000 -048 z tY 2 0 o . LU J = in w w0 g Q = d w' t— = z �. z In accordance with your request and authorization, our firm performed special inspections for the above- 2 n referenced project. The inspections were performed by our inspectors from May 22 to May 31, 2000. o. Copies of our inspector's field reports are attached. 0 Si--) Mr. Rob King RC CONSTRUCTION & ASSOCIATES 20503 88 Ave. W Edmonds, WA 98026 RE: Special Inspections Parkway Supercenter Phase II 180 & Southcenter Parkway Tukwila, Washington Dear Mr. King, GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications, and the 1997 Uniform Building Code. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. WBT\DA \pc William B. Throne Regional Manager Pacific Northwest Division CC: BENNER STORAGE ASSOCIATES KPFF MALONEY & BELL CITY OF TUKWILA Dean Alexander Principal Engineer RPE No. 30508 Offices Serving The Western United States t 1501 — 15'" Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 +rt�irti;ca��a tir. iF-` !'tta-,7g1=.r.,rN±vRV ;vmtmaw'umu1' ",morer pT -7! 1a frnwPAR' 00091 dt doa 215 West Dakota Avenue, Clovis, Ca 93612 (559) 348 -2200 8020 W. Doe Ave. Ste. 8, Visalia, CA 93291 (559) 651-8267 4231 Foster Ave., Bakersfield, C4 93308 (661) 633-2200 1025 Lone Palm Ave. #8G, Modesto, CA 95351 (209) 572 -2200 550 Parrott St. #1, San Jose, CA 95112 (408) 271-2200 I( r2L7a11 & A ;ociates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: s- Z7c? PROJECT 4: 0416 - /7 3i7/ PROJECT: ,abC.KwAty .7J eew. ric. LOCATION: ht1672aal 5 A'!e..e.a.-.`4 KRAZAN PROJECT MANAGER: A. ✓ To the best of my knowledge, the abo Superintendent/Representative: DSA File /A� • Jo. OSHPD No Permit No.-. IFreD 0 CONTRACTOR "124 17 2 I.O.R.: e 7:f.tine2l'e PRESENT AT SITE: COPIES TO: WEATHER: io/c TEMP: ge J1'QQl .2.0:21-, I7 0A Ani /5' v 4 r,47e..e /i���� ,it 4r!q/ /f (. 2:2 /9 4:44- ' fleck., b:145 / To Z. S A-s ottZ Z- / hi / t / ,mows L4 �q ' ` E ` AS . ��. :u . -•tip _ 7 4;4.D— . NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Technl (916) 564-2200 (909) 549.1188 (253) 854 -1330 (360) 598-2126 (425) 485.5519 M: rc J? !t.; �i'.'!?{k J! t�'! �gykl4ti1.7?jf•"Sr:•'.' ?'+ 123 Commerce C cramento, CA 95815 226 N. She e. A, Corona, CA 92880 25418 74t .. S, Kent, WA 98032 383 Eque an Dr., Poulsbo, WA 98370 13434 N. E. 1770 Place, Woodinville, WA 98072 .. awry:•: nSSY!'. r; t,' VY: t: ',';- r.¢1'N,Y:a.'n- myrr:a7,. *;1 t�!t 1 I(r2L71f1 & A ,ociates, Inc. DATE: PROJECT #: PROJECT: p � U -5 C e9Viae LOCATION: 4 -.Pew* t;'grrse KRAZAN PROJECT MANAGER: E.T. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION £ 23 -a-c7 066 - ang 9/ 0, 4 4"e- / ' F.4o:lr, /.mac / 715 oat itr,o S Z, / To the best of my knowledge, the ab Superintendent/Representative: 215 West Dakota Avenue, Clovis, Ca 93612 8020 W. Doe Ave. Ste. 8, Visalia, CA 93291 4231 Foster Ave., Bakersfield, CA 93308 1025 Lone Palm Ave. #8G, Modesto, CA 95351 per. SSO Parrott St. #1, San Jose, C4 95112 �4' 1i1.' ttiiTi�.' 4S` YN7!:" i� fiz: RU.;. 7... y: 4': K:+ Y,' F4 `'w•'.Ne•r?c{d,`wevrtris•Pawnv.ti ....,. ..... . .... •.. S NOT performed in accordance (559) 348.2200 (559) 651.8267 (661) 633 -2200 (209) 572 -2200 (408) 271 -2200 CONTRACTOR /7 9 {/ 4*�ij, I.O.R.: C Lt PRESENT AT SITE: ('—s7. COPIES TO: WEATHER: Tec DSA File/Ap, ,o. OSHPD No Permit No. Cfria(,p'g'_•eJZ+C Zcbo -o4' 44' a rAA- IN - C ? Adrni'.iirr W Aa eeQe.vg -, faced TEMP: S'7- .1„J 4,1 / (.. /c} r - ro E E enf / 6 7 O, Gt)> .bill tf;ier / eiA∎ f E 7V f r A7ZP,lr f2 4 4.444 C,N1 r � �, 49.), �i v`�' 70 4 9-s — a-�/, p- 4 iggar--/a/4-e4.b dice -�'� /7-4-e* e 4j.42 4 r� 1484 A// , ,Q�w�• a - ! ,s,ceN 14 c_pheir..yicar ,r4. -4 /775,- • ' 3 7,� 7 ISSl! , /M45 - 77aixr /44 o V/ clan / Anew— Co erce Circle, ' to, CA 95815 226 N. Sherman, St A, Corona, C4 92880 25418 74th Ave. , Kent, WA 98032 383 Equestrian ' ., Poulsbo, WA 98370 13434 N. E. 7th Place, Woodinville, WA 98072 E COPY th the • • . Cved glans, specifications, and regulatory requirements. (916) 564 -2200 (909) 549 -1188 (253) 854 -1330 (360) 598.2126 (425) 485 -5519 Z ~ W 1r 1 JU 0 W = w wo LQ tn� = a W Z = w W U� aI wW w z w U O ~ z I<IaZ,2II1 & A ociates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE PROJECT #• a Perff PROJECT: ►LdQ. c LOCATION: 4 ' - .4•006a T-A, 0 _ KRAZAN PROJECT MANAGER: T • AIP ffTlliff l M%ET . V ei..A3 ' -rb E t 1 `C.. L4.o l ,�!ff ea•n At J D- - E5.4 c�+r,c, 1r ,� -/n,,� l r.,��- f �F,c�.w, G..�-� / T O O f 8 - ofi, F .,_ � —R A1.0#4/ (' - �' 4e' -fi : / G.:�e- ' � moo.., 11.,E X4.8 t Z'_ eft✓. L A l rzr- "tiq-e e4. 4. iy t.4� rr3 m4 37t2 770.4 - !73. ( .d •0i9 Ste To the best of my knowledge, the a Superintendent/Representative: 215 West Dakota Avenue, Clovis, Ca 93612 8020 W. Doe Ave. Ste. B, Visalia, C4 93291 4231 Foster Ave., Bakersfield, CA 93308 1025 Lone Palm Ave. #8G, Modesto, C4 95351 550 Parrott St. #I San Jose, C4 95112 (559) 348-2200 (559) 651-8267 (661) 633.2200 (209) 572-2200 (408) 271.2200 FILE CONTRACTOR I.O.R.: PRESENT AT SITE: COPIES TO: WEATHER: n us Tech DSA File /Api. J. OSHPD No. Permit No Q LGW — e7 AA s � - 1 - A/c 7 P 1 s 0%4 �i�re / F /' mss- "/ 70 ,9 t G„/E '`�s — F •., 4:,f # v P ' mm's/ Gam- E " ' .s, � Gj I ffs9 . . -713 ,x -9 (,3) F�s/etr p, -947 . -�� 3,3, g7Tet b 4 .0 AS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. 123 C• me Q" •; ""� o, CA 95815 226 N. Sh ,, Ste. A, Corona, C4 92880 25418 / Ave. 5, Kent, WA 98032 383 estrian Dr., Poulsbo, WA 98370 4 177 h P WA 13434 N. E. t lace, Woodinville, 98 072 COPY TEMP: /;;;,.rt (916) 564 -2200 (909) 549.1188 (253) 854. 1330 (360) 598.2126 (425) 485-5519 Z W 6 U 00 U) 0 CD W J COW w 2 g Q tn� S 1— w Z = I— w III oI ww LI O l .- Z U = o Z 051Krazan & / sociates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE ✓ " + a D PROJECT It n r� �� de& V PROJECT: f ogi A✓N- / $'4i 2 .,&VZ3 LOCATION: 570 5-, /8o $1 'I ez,4 / ,9 GOO KRAZAN PROJECT MANAGER: W ON 5/rig" Mks ,,sch roue-, O Ritc /N e. /19.6seww f c,, �- r1/S�FGf70�/� cr ir cola .947 /G / ©A/ L / •v /-= cg / 10- to � /3 t /v /S . L'OGc/.s'S• L/N G sf,> L A O,o‘N /4/G 7 2 "/ 7`0 ,ae 1 i9 c 72) 9.7" /¢>°,i2.9) '/ZDe12'7 /a g, oiv 4/A6c f 6/2/,Os / s; G'orfftmeeeerd ,¢T" Li Zvi / 3--)413 ,, r4rtl D L /rv, 8, /4 / (3 Y /I & ca C 1S f 66e4 -- - P 4c, ym- 6/A4 Au4.4.70 ,4-NO Co Li .01)-77,5 V f 13/ W, !%F- /QT4c4V , /Nec t,/vr ,Eck //v Ali4cC w/77/ Posr7`/onr , 1 t/ Zp-r YAL RenPLD 'Z1944 572 -,.-v ID1i9C,C AcR 3i ,,cc, e thQ s C7'S 34/c.9-»r 7V �/ / ie:A/T/1I4satie c✓ CdNS71eadrol,.(. p:j- F/tiovc4 e.K Afitat$1/es a a 13 ,f- 6l a S 7 2 7 s7" MR 7f}-, /9C.(_n /J/ /il6 6'4,674J/4/ i 77 ' "/fibs /WS r/ / Le C41 a 4664 s /,t.F S 1 htik s f_ see t j /SY( A ayvt, eeuAsis, t /hr� F / .S'• 7 g /,v s j /ate- c s/ c .e.sz.e.s. To the best of my knowledge, the abov Superintendent/Rep resentative: 215 West Dakota Avenue, Clovis, Ca 93612 8020 W. Doe Ave. Ste. 8, Visalia, CA 93291 4231 Foster Ave., Bakersltekl, CA 93308 1025 Lone Palm Ave. #8G, Modesto, CA 95351 550 Parrott St. #1, San Jose, CA 95112 arc,'r v omi:sr^t" r,v ;v',Y;ar* le.! , mem w ,'+^" WAS NOT performed In accordance with the approved , .plans, specifications, and regulatory requirements. Technician: (559) 348 -2200 (559) 651.8267 (661) 633 -2200 (209) 572-2200 (408) 271 -2200 CONTRACTOR 444.e)tiC-.Y . 4Nb Re-.46 I.O.R.: 7 -C4 L PRESENT AT SITE: (.- 1 COPIES TO: CD,y7 WEATHER: 449140y DSA File/F. .40. OSHPD No Permit No. .Do9oaJ _41' 123 Commerce Circle, Sacramento, C(95815 226 M Sherman, Ste. A, Corona, CA 92880 25418 74th Ave. S, Kent, WA 98032 383 Equestrian Dr., Poulsbo, WA 98370 13434 N. E. 177th Place, Woodinville, WA 98072 TEMP: 40 (916) 564 -2200 (909) 549 -1188 (253) 854 -1330 (360) 598-2126 (425) 485 -5519 2081 z W re 2 .� O Uo co 0 uJ W I Wo 2 u. _ W = z � w w o U� rn 1-- W u. o .z Cu = 0 1- z I(1 '2LZ2II1 & F sociat ©s, Inc. DATE 1 `0 1 Z1p — A0e0 PROJECT II: 6 — 1266?/ PROJECT: .4,RG>r/rW �U EA7Tf -2 LOCATION: 5Q s / Pal& I 'T�c%6rJru4 aA KRAZAN PROJECT MANAGER: 11), T To the best of my knowledge, the abov Superintendent/Representative: GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION 215 West Dakota Avenue, Clovis, Ca 93612 (559) 348-2200 8020 W. Doe Ave. Ste. B, Visalia, C4 93291 (559) 651 -8267 4231 Foster Ave., Bakersfield, CA 93308 (661) 633-2200 1025 Lone Palm Ave. #8G, Modesto, CA 95351 (209) 572 -2200 550 Parrott St. #1, San Jose, CA 95112 (408) 271 -2200 OSA File/A, !o. OSHPD No. tt-�� Permit No. t/ '"2000 - eY4' CONTRACTOR. /PGON,s'J✓ »10 GL I.O.R • 7 t Aw S2 f . PRESENT AT SITE: edet0524 COPIES TO: 2083 WEATHER: l ,Q41/ TEMP: S S 6'Af si rec ,' si ?e /4G .274/s,Rec77e.tl 0/ /ei5 C latter vrr-Y CeAf T2cc ca`/dk', f .SO4' f o/c/ 8L /ivE / ,4 )414, /8 y4. 7' V54 & AJt $.. efat4 , f 4—K4/ 9 C4 4et/ 4w4 4- ,e‘d) 1-c‘-‘9‘ Grl14s /Lt *AC; 7 !f/J/SZSD/y 77, /l - sroc/e dAt gc ,q &DI AND a veave4.TEO &, i/ ce Coe)4.- ? c Jui. e Ate R (V , 9'/' s Gt11 t5 5 (j ' C1 r/e- /FA/eV G% 7 19 . ‘ wT" d /9 :/+/T J4' t -E c..J its chte4wa Q tea- /LAS pa 12) /0 %, .74v We 4- 7'?4F -r2 /6:3 &oea t-v? c .45 4.m eAt f& fO a'Y•Ce-t -cs i5 4/ er , , / Xo S G / (vF_ E _5 64,v h B tt. 6X02-‘ / 4 /4/E: ,42p /WA Cottle[.[ D 4"774 BP GNwea (/L go-A--Trt,,h ex - fie iu, 7 N Pe- ". cs,r,zu crux AW/ . WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Technician: 123 Commerce Circle, Sacramento, 95815 Sherman, N. Sheun, Ste. A, Corona, CA 92880 25418 74th Ave. S, Kent, WA 9803Z 383 Equestrian Dr., Poulsbo, WA 98370 13434 M E. 177th Pbce, Woodinville, WA 98072 (916) 564 -2200 (909) 549 -1188 (253) 854.1330 (360) 598 -2126 (425) 485.5519 em u z ~ W 1z 2 0 0 Lo co w .1 W u. D I = • w Z ,- I— 0 Z • ~ U • 0 o I- Ww o ..z w U= OF- z PROJECT //: PROJECT: LOCATION: Krazan 8 ociates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: J —. 3Q + ' CC) 000 I tmrYLk l 5i ra 4 4 KRAZAN PROJECT MANAGER: F-t3A ❑ CONCRETE ig MASONRY --R.- Inspected the batch plant operations. Batch Plant: ❑ per UBC ❑ Discrepancies as noted below Inspected placement of CONCRETE / CMU'S / VENEER 70 /6- tt'NOTES ❑ DISCREPANCIES To the best of my knowledge, the a Superintendent /Representative: 215 West Dakota Avenue, Clovis, Cs 93612 8020 W. Doe Ave. Ste. 8, Visalia, CA 93291 4231 Foster Ave., Bakersfield, C4 93308 1025 Lone Palm Ave. #8G, Modesto, CA 95351 550 Parrott St. *1, San Jose, CA 9S112 • (559) 348 -2200 • (559) 651 -8267 • (661) 633-2200 • (209) 572 -2200 • (408) 271 -2200 CONTRACTOR: Fr I.O.R.: �� f en4/' PRESENT AT SITE: COPIES TO: OSA Filr ‘1. No. OSHP() No. Permit No.T WEATHER: C„Ve , y TEMP: `� ❑ Other the following locations: C ��� Qn4 CAST / PICKED UP set (s) of CONCRETE / MORTAR / GROUT / PRISMS / SAMPLES were cast for mix # with a slump(s) of inches, temperature of F, an air content of %, and unit weight of at the following locations: Total Yards Placed: Z C � --El's Number of workers on CONCRETE / MASONRY / GROUT crew: .ft—g---Lab Data Sheet No(s).: ❑ REINFORCING STEEL ❑ SAMPLED / TAGGED reinforcing steel from Size(s) /Heat Numbers: . /n / N r i i< Inspected the placement of reinforcing steel for the C1NI(4 fry/ YI at the following locations: a C... i Yy ci„A 74- 12 1c-i ) 9 % COMPLETE AS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Technician: 123 Commerce Circle, Sacramento, CA 95815 226 N. Sherman, Ste. A, Corona, C4 92880 25418 74th Ave. S, Kent, WA 98032 383 Equestrian Dr., Poulsbo, WA 98370 13434 N. E. 177th Place, Woodinville, WA 98072 • (916) 564.2200 • (909) 549 -1188 • (253) 854.1330 • (360) 598 -2126 • (425) 485.5519 .ca?t' W'f•V•!a•n•Y±irt*"#flrr;;Vll ,I". X'.' M v'•'en •rtr:,,, a9r,r t TVE.ILE.G,PiT Y..7,5v ol∎g F:p p'wn+;;<4.xy , .:«.,.,rmw skrr.n. ,;.a, ^ r;^w;; t:TV!' ;2 Mtn•,ats'.';et Z Z W 6 � U . 0 to 0 J • = h W LL? 52 d = W H = Z � I— O Z H W 2 j o N 0 1- W I- -- LL til Z U= P /- Z 41511(razan & t 3 o c i a t e s, Inc. DSA File/A, Jo. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. S' 3/ - 2 o O0 PROJECT #. Ito- , 00 , / PROJECT: ,P/9g/caIAy Ji,Jog % R LOCATION: / 6O S .&t/7A►Ce041r Ai e ∎avtif Y KRAZAN PROJECT MANAGER: 4.) 81 T' the best of my knowledge, the a rintendent/Representative: AZ D0 LS/T 4j 4:5:0(16 / NJMc7c7 rte-C < h3Rcz`rem of env tAAcA.J. SEE S of /A1s Pe eTev. ARE fi:atoo.S j /G ive / O H i 90 e ceA/e`, L/NCs fzem4 /' Tt, ' LrNL' !.,, Love ft ,1 LeNe D ct /or it, ? G4/ / r J D rb S &A/E. , L, 1 ,t.&-J ._ S� • v� 4NO 6,24veaL /r vo vF /1 /x Q><J/ v a 370o3 . - J T r,✓rrS /c5,9 Y <9 A ,4ivo "yid( 11-C' 'T ebfIJ 0 LJ/J47 , N0 3,, ,a-c,`5 lvvR c rik /22F74.1232C.:'s/,FaT D : a /NViA ?L:4 /Ines) G U rno 4 J ezArag/! 7i h..eptiss R -ivo Fiat ?a , /..1 ,' Q 6114 WE U?2c SPd c� 6 - 1 L�t�,t dr �vo GCc' r4qA✓Cfi_ 1 1 -- 64 A / /: 2o,�i1 476 0 :3' AY-1 215 West Dakota Avenue, Clovis, Ca 93612 8020 W. Doe Ave. Ste. 8, Visalia, CA 93291 4231 Foster Ave., Bakersfield, CA 93308 1025 Lone Palm Ave. #8G, Modesto, CA 95351 550 Parrott St. #1, San Jose, CA 95112 (559) 348 -2200 (559) 651.8267 (661) 633.2200 (209) 572-2200 (408) 271.2200 OSHPD No Permit No 1) .2 c4v ("Ye CONTRACT R ' / r A LO� y -SAS I.O.R.: ?d /sal% &T PRESENT AT SITE: COPIES TO: C(7`( OF • cJC101)l(.4•i WEATHER: e 2, J 7 123 Commerce Circle, Sacramento, C4 95815 226 N. Sherman, Ste. A, Corona, CA 92880 25418 74th Ave. S, Kent, WA 98032 383 Equestrian Dr., Poulsbo, WA 98370 13434 N. E. 177th Place, Woodinville, WA 98072 TEMP: WAS NOT performed in accordance 'the approved plans, specifications, and regulatory requirements. Tech (916) 564 -2200 (909) 549 -1188 (253) 854 -1330 (360) 598 -2126 (425) 485-5519 + i 1�K5" 7t U! ldM'` u: Nr+ Sr?( y" �JF.;; i`,'±; 1' a:!: fi;? YS; o-M% ?t7exc+iTrv�;;np.•vs•'vw:rr.... y!n;•w•y.,,Jp;.,..�,.+.pa�FILE COP�� ".Yw!.,;r }.S r.SM.+'+neni:r,.,q...elha arty-. a#' 7: rr,• x..•.. s, w.,; p .n�ti;!�!M =.j79t;!iS'tt;.t -.�•; nib;- +rnare!v.:;?wtP;Aa4l?..S.G<yny7K ,yi.�„is yky'd� zz W re 6 U 0 0 0 w= J 1— U) u_ w =d �w z 0 z l- w w U� O E. I- w w 1- o iii z U = O ~• z 4llgiaKrdJar1 &ASSOCIATES, INC. June 8, 2000 Project No. 066 -00091 Permit No. D2000 -048 Mr. Rob King RC CONSTRUCTION & ASSOCIATES 20503 88 Ave W Edmonds, WA 98026 RE: Compressive Strength Test Results Parkway Supercenter Phase II Tukwila, Washington Dear Mr. King, GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. William B. Throne Regional Manager Pacific Northwest Division WBT /sm Enclosures cc: BENNER STORAGE KPFF MALONEY & BELL CITY OF TUKWILA Offices Serving The Western United States 1501-15 Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 BREAK K; S....: & Associates, Inc. Project No. 066 -00091 Cyl. Cods 0800 Pour Date 5 -8 -2000 Report No. Weather Raining Jurisdiction City of Tukwila Permit No. D2000 -048 Project Parkway Supercenter Location 5901 180th St Client RC Construction Field Data Supplier Miles Concrete X Prisms Mortar Grouted Grout Ungrouted Site Mix Plant No. 3 Flex Beams Other Conc. Air Temp. Temp. Unit Time Truck # Ticket # % Air Slump (F) (F) Wt. 11:15 126 48885 4" 58 53 Placement Area Footings X Slab /Deck Walls Slab Columns Pilings Grids Retaining wall footing for detention pond Remarks Concrete placed via boom pump and mech consoldiated w HF vibration. Grade Beams Other Inspector Rory Bosma Laboratory Data Cyl. Test Field Code Date Cure Age 0800 -1 5/15/200 7 0800 -2 6/5/2000 28 0800 -3 6/5/2000 28 0800 -4 0800 -5 0800 -6 0800 -7 0800 -8 Remarks Results Reviewed By Codes for Break Types: 1. Cone Reviewed By et i z i Design Strength 3000 Wt. Max. Comp. Tested Break Dim Area Lbs. Load Str. (psi) Set # By Type 4x8 12.54 54000 4,310 ML 2 4x8 12.49 65000 5,200 EM 2 4x8 12.49 64500 5,160 EM 3 X 2. Cone & Split 25418 74th Avenue South, Kent, WA 98032, (253) 854 - 1330 Engineer KPFF Architect Benner Storage Contractor Maloney and Bell Date Reviewed 6/1 3. Cone & Shear Reported Batch Data Cement Type 1 -11 Design -- Other Air Ent. (oz/cwt) 3oz Actual Mix No. 9023 Cem. lbs. 517 F. Ash lbs. C. agg. lbs. 1890 C. agg. lbs. 2 C. agg. lbs. 3 -- sand lbs. 1380 Water 240 Ibs Admixture 26 oz polyheed ORM Water Added on Job (gals.) 4. Shear 0 Items Inspected X Conforming Non - Conforming Date Specimens Rec'd. 05 -09 Test Method Other ASTM C39 C -1231 X Compressive X Flexural Test Results X Conforming Non - Conforming 5. Columnar (Split) iI(razafl ASSOCIATES, INC. June 9, 2000 Project No. 066 -00091 Permit No. D2000 -048 Mr. Rob King RC CONSTRUCTION & ASSOCIATES 20503 88 Ave W Edmonds, WA 98026 RE: Compressive Strength Test Results Parkway Supercenter Phase II Tukwila, Washington Dear Mr. King, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES„ INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION William B. Throne Regional Manager Pacific Northwest Division WBT /sm Enclosures cc: BENNER STORAGE KPFF MALONEY & BELL CITY OF TUKWILA Offices Serving The Western United States 1501 — 15 Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 . BREAK Il Ki•azar & Associates, Inc. _ 25418 74th Avenue South, Kent, WA 98032, (253) 854 -1330 Project No. 066 -00091 Cyl. Code 0819 Pour Date 5 -11 -2000 Report No. Weather Cloudy Jurisdiction City of Tukwila Permit No. D2000 -048 Project Parkway Supercenter Location 5901 180th St Client Field Data Supplier Miles Concrete X Prisms Mortar Grouted Grout Ungrouted Site Mix Plant No. 3 Flex Beams Other Conc. Air Temp. Temp. Unit Time Truck # Ticket # % Air Slump (F) (F) Wt. 10:45 104 0501314 3.5" 58 60 Placement Area Footings X Walls Slab /Deck Slab Columns Pilings Remarks Concrete placed via boom pump and mech consoldiated w HF vibration. Grade Beams Other Grids Column ftg's. @ lines A +/3 and 3.25 lines (E) ftg's. A +line /6.4 and 6.6 line 8.75/6.4 and 6.6 (E) ftg's. Column ftg's. at C line / 6 and 7 lines. Loading dock and retaining walls ftg's at E and F / 5 to B. nspector B. Smith Laboratory Data Cyl. Test Field Code Date Cure Age 0819 -1 5/18/200 7 0819 -2 6/8/2000 28 0819 -3 6/8/2000 28 0819 -4 0819 -5 0819 -6 0819 -7 0819 -8 Remarks Results Reviewed By Codes for Break Types: 1. Cone Reviewed By Design Strength 3000 2. Cone & Split Engineer Architect Contractor Maloney and Bell Wt. Max. Comp. Tested Break Dim Area Lbs. Load Str. (psi) Set # By Type 4x8 12.5 53500 4,280 EM 3 4x8 12.5 70000 5,600 EM 3 4x8 12.5 70500 5,640 EM 3 Date Reviewed ‘o 3. Cone & Shear Reported Batch Data Cement Type Design -- Actual Mix No. 01500 Cem. lbs. F. Ash lbs. C. agg. lbs. C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. Water Admixture Other Air Ent. (oz/cwt) Water Added on Job (gals.) 4. Shear 0 Items Inspected X Conforming Non - Conforming Date Specimens Rec'd. 05 -12 Test Method Other ASTM C39 C -1231 X Compressive X Flexural Test Results X Conforming Non - Conforming 5. Columnar (Split) •InS.•.m, 7y.,YAT %3'PfC. 7 7:P' nN 'Ri'nIMTptrtstcar,:wv4.7ti a-, ?,IMP07- Tb MrPFAM1M.t,Vq , t C '. e4, ,RT!*MI7l z ~ w ' re 6 5 i 0 w 1 U) W W u.Q Y2 a = W z f..: H O z l— W Lij 0 �. O N• 01- W Z t- H IL O i z . H =' O z July 19, 2000 Mr. Rob King RC CONSTRUCTION & ASSOCIATES 20503 88 Ave W Edmonds, WA 98026 RE: Compressive Strength Test Results Parkway Supercenter Phase II Tukwila, Washington Dear Mr. King, William 1 Throne Regional Manager Pacific Northwest Division WBT /sm Enclosures KraZan& ASSOCIATES, INC. CC: BENNER STORAGE KPFF MALONEY & BELL CITY OF TUKWILA GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION R �r�^9 y It E Pc ep L,.- d �,f F 1 �. 02 a'rVt'.t_(•• ._ • SENT Offices Serving The Western United States 1501 — 15 Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 Project No. 0009T Permit N . 62000 -048 Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. 00091 break Ki azan & Associates, Inc. Project No. 066 -00091 Cyl. Code 0929 Pour Date Weather Partly cloudy Jurisdiction City of Tukwila Project Parkway Supercenter Location 5901 180th St Client RC Construction Field Data supplier Miles Sand and Gravel Concrete Mortar Prisms X Grouted X Time Truck # Ticket # 10:30 109 503526 Grout Ungrouted Site Mix Plant No. X Flex Beams Other Conc. Air Temp. Temp. Air Slump (F) (F) n/a fluid 61 64 Unit Wt. n/a Placement Area Footings Slab /Deck Walls X Slab Columns Pilings Grade Beams Other Grids Line 8, A to F, 1 to 5 on F, 5 to 8 on E, 13 to 18 course Remarks Placed via pump, consolidated by mech vibration. Inspector Penn Seely Laboratory Data Cyl. Test Field Code Date Cure 0929 -1 6/1/2000 0929 -2 6/22/200 0929 -3 6/22/200 0929 -4 0929 -5 0929 -6 0929 -7 0929 -8 Remarks Results Reviewed By Age Dim Area 7 8x8x12 57.76 28 8x8x12 64.6 28 8x8x12 64.6 Codes for Break Types: 1. Cone Reviewed By Design Strength 1500 Wt. Lbs. 2. Cone & Split Max. Load 165000 184000 180000 25418 74th Avenue South, Kent, WA 98032, (253) 854 -1330 5 -25 -2000 Report No. Permit No. D2000 -048 Engineer KPFF Architect Benner Storage Contractor Maloney and Bell Comp. Tested Break Str. (psi) Set # By Type 2,860 I EM 3 2,850 I EM 1 2,740 I EM 2 Date Reviewed 7-0/6 -oO 3. Cone & Shear Reported Batch Data Cement Type I -Il Design X Actual Mix No. 037003 Cem. lbs. 658 F. Ash lbs. -- C. agg. lbs. - C. agg. lbs. 2 -- C. agg. lbs. 3 850 Sand lbs. 1990 Water 44ga1 Admixture Other -- Air Ent. (oz/cwt) MHO WIMP MOM MMI Water Added on Job (gals.) Items inspected X Conforming Non - Conforming Date Specimens Rec'd. 4. Shear 4$.ra.4:::':SSniW,1'F1mAa'x dAab'Gh.4'kS+'L'st.'M1tEkti4f= Test Method ASTM C39 X C -1231 Other E447 Compressive X Flexural Test Results X Conforming Non - Conforming 5. Columnar (Split) z tom. OC W 0 N o U) W -h N LL' 0 _ . zo O N 0 I— W LL:. v_ o . Z V Ni F- 0 Keazar.$ Associates, Inc. 25418 74th Avenue South, Kent, WA 98032, (253) 854 -1330 Project No. 066 -00091 Cyl. Code 0928 Pour Date 5 -25 -2000 Report No. Weather Partly cloudy Jurisdiction City of Tukwila Permit No. D2000 -048 Project Parkway Supercenter Location 5901 180th St client RC Construction Field Data Site Mix Supplier Plant No. Concrete Mortar Grout Flex Beams Prisms X Grouted Ungrouted X Other Conc. Air Temp. Temp. Unit Time Truck # Ticket # % Air Slump (F) (F) Wt. 10:30 - - 64 Placement Area Footings Walls X SlablDeck Slab Columns Pilings Grade Beams Other Grids Line F, 1 to 5, line E, 5 to 8, 13th to 18th courses Remarks These specimens represent the ungrouted cells for above grid lines. Inspector Penn Seely Laboratory Data CyI. Test Field Wt. Max. Comp. Tested Break Code Date Cure Age Dim Area Lbs. Load Str. (psi) Set # By Type 0928 -1 6/22/200 28 30.08 77000 2,560 II EM 1 0928 -2 6/22/200 28 33.93 84000 2,480 II EM 2 0928 -3 0928 -4 0928 -5 0928 -6 0928 -7 0928 -8 Remarks Results Reviewed By -' Codes for Break Types: 1. Cone Reviewed By 4W X Design Strength 1500 2. Cone & Split Engineer KPFF Architect Benner Storage Contractor Maloney and Bell Date Reviewed 024.-e 3. Cone & Shear Reported Batch Data Cement Type Design -- Mix No. Cam. lbs. F. Ash lbs. C. agg. lbs. C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. Water Admixture Other Air Ent. (or/cwt) Actual Water Added on Job (gals.) Items Inspected X Conforming Non - Conforming Date Specimens Rec'd. 4. Shear Test Method ASTM C39 C -1231 Other E447 k Compressive Flexural Test Results XConfor ring Non - Conforming 5. Columnar (Split) UO CO 0 W = W O 2 u. to 3 O I— _. Z � I— O Z 2 U 0 O N ' 01- O . 111 N O z ft 1 I(i'azari & ASSOCIATES, INC. •GEOTECIINIC AL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION July 17, 2000 KA No. 066 -00091 R E C E L >r E Mr. Rob King .. i tJ i.. 21 2000 RC CONSTRUCTION & ASSOCIATES 2050388' Ave. W COMMUNITY Edmonds, WA 98026 € EVE LOPMENT RE: SpeialInspections Parkway Supercenter Phase II 180' & Southcenter Parkway Tukwila, Washington Dear Mr. King, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors on July 12, 2000. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications, and the 1997 Uniform Building Code. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. William B. hrone Regional Manager Pacific Northwest Division WBT\DA\pc cc: BENNER STORAGE ASSOCIATES KPFF MALONEY & BELL CITY OF TUKWILA Offices Serving The Western United States Dean Alexander Principal Engineer RPE No. 30508 (-(4, ote/ 1501 — 15' Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 WWI at am +J?. f�S?C4' ,rnefiztratri.,,, mesa: s+ c !x.TMmven.:nm.....l� w.•r vm.,+mmw.!e!.=7rwrvn mn e,,f4 n.me+atmrKevit1,$"111.4MMIM AMIV3°,1!'A 11F'IIVI MIMPM Ntof t� IKI2Lz & A ;ociates, Inc, GEOII::GIINICAL ENGINEERING • ENVIRONMENTAL ENGINEERING' CONS rPI)C TESTING AND INSPECTION DSA File /AF 10. OSHPD No Permit No Q Z OC)v • / DATE 2 -/2-2004, CONTRACTOOR• Mnlratit y Ave) UC LL PROJECT II: OG` - UOO I.O.R.: /C dcF/2r4t'JT PROJECT: ,i9RK14J■ V .Sr,J 'L'Cc N r #' PRESENT AT SITE: LOCATION: /torn � SiX 7HC Apr R PARK W 4 'I COPIES TO: C, TY Or TcJ K I4J/CL4 KRAZAN PROJECT MANAGER: G./eI WEATHER: CLO(J•Op TEMP: S) 4 KW/ vc o oW (PTC ' 0677E0 To t7 roAl 4N0 i4'J,alfc r E/oOx y DO LJr " C. /NJ % .4 LLA T /O4', Co N T/I4(i oA O R L (.t.t .D 4 tti/�1/K ✓�! bE'/D rf4)4.4.J /A/7 env Rd.-ot.K. GcE'aA/to ®cdgtif afriP Sc 4/Y0 Wide ABP wl. /! /c. rr tcsOo K Y w ,#.1 tile o 7V Lic'eadecr &14OGLlciLsl TO C M c> 8c.c)c.4c 4,006' -1 b✓G d. e. //4 7 4 e–C.c: D A.//111 Ti c% (1r d6 Mfgwer A/)2 600 7D APP40 40 PLAAJ ANO Jnsc i Fc to T/o/t/J ) F 4&- J Epee -- t,�4r , eP1)0, E y r -f, To the best of my knowledge, the above A Superintendent/Representative: / WAS NOT performed in accordance Techni the approved plans, specifications, and regulatory requirements. 215 West Dakota Avenue, Clovis, Ca 93612 (559) 348-2200 123 Commerce Circle, Sacramento, C4 95815 (916) 564 -2200 8020 W. Doe Ave. Ste. B, Visalia, CA 93291 (559) 651 -8267 226 N. Sherman, Ste. A, Corona, CA 92880 (909) 549 -1188 4231 Foster Ave., Bakersfield, CA 93308 (661) 633 -2200 25418 74th Ave. S, Kent, WA 98032 (253) 854-1330 1025 Lone Palm Ave. #86, Modesto, CA 95351 (209) 572-2200 383 Equestrian Or., Poulsbo, WA 98370 (360) 598 -2126 550 Parrott St. 41, San Jose, CA 95112 (408) 271.2200 _ 13434 N. E. 177th Place, Woodinville, WA 98072 (425) 485 -5519 MFAZtR!rl�'W;X T'zrfsrpmt+t :!,'.y�{.^M.tnr"AK fr.# 0 rv trM. ir.,;, n ,, L ,•,-- vm-,...,---- -,,FIL-c„OI '�Y— r,E.-Ir. ., rrr ,,,„., Tt;. rt 'aiwtr?i,,''vwx,vrriNR3'Emvo,,rvn, -3 2 Z „ W _ U U0 U U. (0 111 J H N LL w 2 LL Q' Cl) = a . I— al Z = F— O Zi— LU Lu U� O N w 1 O w 0 Z t ty W BT\DA \pc Krazari &ASSOCIATES, INC. GEOTECIINICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION July 1 1, 2000 KA No. 066 -00091 Permit No. D2000 -048 Mr. Rob King RC CONSTRUCTION & ASSOCIATES 20503 88 Ave. W Edmonds, WA 98026 RE: Special Inspections Parkway Supercenter Phase II 180 & Southcenter Parkway Tukwila, Washington Dear Mr. King, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors on July 7, 2000. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications, and the 1997 Uniform Building Code. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. William B. Throne Regional Manager Pacific Northwest Division i cc: BENNER STORAGE ASSOCIATES KPFF MALONEY & BELL CITY OF TUKWILA Offices Serving The Western United States 1501 — 15'" Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 100411 drr.aR Dean xan er j Principal Engineer RPE No. 30508 :*T9n' /"gfvr.s r , wrm i ..qe.t ; rovremt ,w7 1>trFu+ArtO IlMattgIr n „ . .. . z Z ' ce w. UO: W = w 0; g Q' N m d I— W. z � 0' Z U p; • :w O ; ti. Z. O ~` z 1 Krazan & A ociates, Inc. GCOIECIINICAL ENGINEEI7ING • ENVIRONMENtAL ENGINrIPING CoNsrru1CIION Tr:srIN , AND INSPECRON DATE 7- 2 ` azO CONTRACTOR' PROJECT IIt: € €DES ) '" / 1.0.R.: S C . ) >1-1) 7.17 PROJECT: ,/3/2'k < 1t.4. ►/ )i /)1 -12 C e ) ei,PRESENT AT SITE: LOCATION: COPIES TO: KRAZAN PROJECT MANAGER: WEATHER: (''/ /C TEMP: C v 1 / Air- ,2 J,( )z r yam/= ST C G �7 ✓t .0 Play) ,./) r -- &/ Pla S r.�=v � jv11?)fc, cv1Z T© p/= '?�Vc /1-e / To the best of my knowledge, the above W Superintendent/Representative: 215 West Dakota Avenue, Clovis, Ca 93612 (559) 348-2200 8020 W. Doe Ave. Ste. B, Visalia, CA 93291 (559) 651 -8267 4231 Foster Ave., Bakersfield, CA 93308 (661) 633-2200 1025 Lone Palm Ave. #8G, Modesto, C4 95351 (209) 572-2200 550 Parrott St. #1, San Jose, CA 95112 (408) 271-2200 DSA File /AN J. OSHPD No Permit No /� 1r—) '—" O �) o � _1 /' C . 7 ' 2 5 9 c ) / 3 ( f C'o A._)/7 C tc OT performed in accordance with the approved plans, specifications, and regulatory requirements. Technician: 123 Commerce Circle, Sacramento, CA 95815 226 N. Sherman, Ste, A, Corona, CA 92880 25418 74th Ave. 5, Kent, WA 98032 383 Equestrian Or., Poulsbo, WA 98370 13434 N. E. 177th Place, Woodinville, WA 98072 (916) 564-2200 (909) 549.1188 (253) 854 -1330 (360) 598 -2126 (425) 485.5519 V IMPAM. ... .. °Mcg r'JTS1't IMIttirecztl SNhrtgmx,ps vrn rsrtCN'F,M tv+�,'*PL4. -Y.QC; Y rasp milvvr m?,..t ma m. y. . ,4+5 Ylt4'Ns'C'droill.l:MSY 'gr;n 7 Z W 0 00 N D w w , J �. w O. 2 L Q _ � Z W w U 0' D 0 I- : w U IL. O lll U 0 ~' Z fl<izari ASSOCIATES, INC. June 16, 2000 iVir. Rob King RC CONSTRUCTION & ASSOCIATES 20503 88 Ave W Edmonds, WA 98026 RE: Compressive Strength Test Results Parkway Supercenter Phase II Tukwila, Washington Dear Mr. King, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. William B. Throne Regional Manager Pacific Northwest Division WBT /sm Enclosures cc: BENNER STORAGE KPFF MALONEY & BELL CITY OF TUKWILA GEOTIiCIINICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION Offices Serving The Western United States 1501— 15 th Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 Project No. 066 -00091 Permit No. D2000 -048 URLAK r , Krazan & Associates, Inc. 25418 74th Avenue South -Kent, WA 98032, (253) 854 -1330 Project No. 066 -00091 Cyl. Code Weather Overcast Jurisdiction Project Parkway Supercenter Location 5901 180th St Client RC Construction Field Data Supplier Miles 70/30 mix Concrete Prisms X Time Truck # Ticket # 1:40 104 502576 Mortar Grout nspector C Edgeworth Grouted Ungrouted Placement Area Footings Slab /Deck Walls X Slab Columns Grade Beams Pilings Other Grids Along "A" from line #1 to #2.5. Along line #1 from lines "A" to "E" Elev. 12' -16'. Remarks Grout placed via pump. 3.5 cy's mech consolidated with electric vibrator. See field report dated 5- 18 -00. Laboratory Data Cyl. Test Field Code Date Cure Age Dim Area 0877 - 5/25/200 7 8x8x16 60.59 0877 -2 6/15/200 28 8x8x16 66.99 0877 -3 6/15/200 28 8x8x16 66.12 0877 -4 0877 -5 0877 -6 0877 -7 0877 -8 Remarks Results Reviewed By Codes for Break Types: 1. Cone Conc. Air Temp. Temp. Unit % Air Slump (F) (F) Wt. 8" 67 60 Reviewed By X Design Strength 1500 Wt. Lbs. 2. Cone & Split Max. Load 152000 182500 181000 0877 Pour Date City of Tukwila Site Mix Plant No. 2 Flex Beams Other 5 -18 -2000 Report No. Permit No. D2000 -048 Engineer KPFF Architect Benner Storage Contractor Maloney and Bell WO Comp. Str. (psi) Set # 2,510 2,720 2,740 Date Reviewed 4 ft. 3. Cone & Shear Reported Batch Data Cement Type 1 -11 Design X Actual Mix No. Cem. lbs. F. Ash lbs. C. agg. lbs. C. agg. Ibs. 2 C. agg. lbs. 3 Sand lbs. Water Admixture Other Air Ent. (oz/cwt) 370030 7 sk 658 Ibs 2050 354 Ibs Water Added on Job (gals.) 4. Shear 850 Ibs PG Items Inspected X Conforming Non - Conforming Date Specimens Rec'd. Tested Break By Type EM 3 EM 1 EM 1 Test Method ASTM C39 C -1231 other E447 Compressive X Flexural Test Results x Conforming Non - Conforming 5. Columnar (Split) z re 2 J C.) 0 0 0 : 0) . W UJ: co IL' J, Wo g 2 d ; F. W I z � H 0 Z H' uj 0 N 0 H III W` I U. Z = , 0 F-- z Frazahi & Associates, Inc. 25418 74th Avenue South..Kent, WA 98032, (253) 854 -1330 Project No. 066 -00091 Cyl. Code 0858 Pour Date 5 -17 -2000 Report No. Weather O/C Jurisdiction City of Tukwila Permit No. D2000 -048 Project Parkway Supercenter Engineer KPFF Location 5901 180th St Architect Benner Storage client RC Construction Contractor Maloney and Bell Field Data Supplier Miles Concrete X Prisms Mortar Grouted Conc. Air Temp. Temp. Unit Time Truck # Ticket # % Air Slump (F) (F) Wt. 1:00 22 502287 - 4.5 70 58 Placement Area Footings Walls X Columns SlablDeck Slab Pilings Grids Truck ramp walls Between grid lines E and F #5 and #8 Remarks Concrete placed via pump Mech consolidated with electric vibrator See report field. Inspector C. Edgeworth Reviewed By Laboratory Data Cyl. Test Field Code Date Cure Age 0858 -1 5/24/200 7 0858 -2 6/14/200 28 0858 -3 6/14/200 0858 -4 0858 -5 0858 -6 0858 -7 0858 -8 Remarks Results Reviewed By Codes for Break Types: 1. Cone Grout Ungrouted Design Strength 3000 Wt. Max. Comp. Tested Break Dim Area Lbs. Load Str. (psi) Set # By Type 4x8 12.52 45000 3,590 EM 2 4x8 12.52 67500 5,390 ML 2 28 4x8 12.52 67000 5,350 ML 1 2. Cone & Split Site Mix Plant No. 3 Flex Beams Other Grade Beams Other Date Reviewed 4 3. Cone & Shear Reported Batch Data Cement Type 1 -11 Design -- Actual Mix No. 1500 Cem. lbs. 5 sk F. Ash lbs. C. agg. lbs. C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. Water Admixture Other Air Ent. (oz/cwt) Water Added on Job (gals.) 7 Items Inspected X Conforming Non - Conforming Date Specimens Rec'd. 05 -08 4. Shear Test Method Other ASTM C39 C -1231 X Compressive X Flexural Test Results X Conforming Non - Conforming i 5. Columnar (Split) ..,,e+.rxx, vy*mve?++ o rnn, roux , mor^no , , , fra';trAr AIMO17 Yh1,?5Mfi!'XMWIR R4rMiNAMVAII z U0 to re 2 N W J 1 -- . W N = z H-, z wi U O � 0I- W W` W F-. O w z O ~ z iI(raZafl& AS,SOCIATES, INC. June 6, 2000 Mr. Rob King RC CONSTRUCTION & ASSOCIATES 20503 88 Ave W Edmonds, WA 98026 RE: Compressive Strength Test Results Parkway Supercenter Phase II Tukwila, Washington Dear Mr. King, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. William B. Throne Regional Manager Pacific Northwest Division WBT /sm Enclosures cc: BENNER STORAGE KPFF MALONEY & BELL CITY OF TUKWILA GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION 'a'islrxi. ":3vk.V..:eL id•M' .tit is <'7.A171414 • • ' 1 •� •' . ffAii.s" NW! it RECEIVED JUN 1 2000 COMMUNITY DEVELOPMENT Project No. 0 Permit No Offices Serving The Western United States 1501 — 15 Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 Documcnt2 c!S `70, ;:w„t }SV I.? •27 -nn tl ,v .ntl ` fr , ,I•C• 7;! =? VIIIIIK -l! .L • ff1 z mo w. U O ' N 0 w w . • u. • O u. X- I— O Z �. ui 2 U 0 N 0 I— w w' � O ii z 0 I— z Krazart & Associates, Inc. Project No. 066 -00091 Cyl. Code 0798 Pour Date 5 -9 -2000 Report No. Weather Light rain Jurisdiction City of Tukwila Permit No. D2000 -048 Project Parkway Supercenter Location 5901 180th St Client RC Construction Field Data supplier Miles Concrete X Prisms Mortar Grouted 7:30 30 501090 Grout Ungrouted Site Mix Plant No. 1 Flex Beams Other Conc. Air Temp. Temp. Unit Time Truck # Ticket # % Air Slump (F) (F) Wt. ▪ 4.5" 54 52 Placement Area Footings X Slab /Deck Grids A line at 3 line Remarks Walls Slab Columns Pilings Grade Beams Other nspector Robert Best Laboratory Data Cyl. Test Field Wt. Max. Comp. Tested Break Code Date Cure Age Dim Area Lbs. Load Str. (psi) Set # By Type 0798 -1 5/16/200 7 4x8 12.55 47000 3,750 1 EM 2 0798 -2 6/6/2000 28 4x8 12.50 63000 5,040 I EM 1 0798 -3 6 /6/2000 28 4x8 12.50 63500 5,080 1 EM 2 0798 -4 0798 -5 0798 -6 0798 -7 0798 -8 Remarks Results Reviewed By Codes for Break Types: 1. Cone Reviewed By .1 Design Strength 3000 Date Specimens Rec'd. 2. Cone & Split 25418 74th Avenue South, Kent, WA 98032, (253) 854 -1330 Engineer KPFF Architect Benner Storage Contractor Maloney and Bell Date Reviewed (7 3. Cone & Shear Reported Batch Data Cement Type Design -- Mix No. 1500 Cem. lbs. 470 F. Ash lbs. C. agg. lbs. 1860 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1480 Water 357.5 Admixture Other Air Ent. (oz/cwt) -- Actual Water Added on Job (gals.) 4. Shear Items Inspected X Conforming Non - Conforming Test Method Other ASTM C39 X C -1231 Compressive X Flexural Test Results X Conforming Non - Conforming 5. Columnar (Split) ^WV..1 11.Tut'E±".'AImOr:-•*,yrrrr, ,!•,.n0r:wrw,• cnv:.rruvr, nTmA6t n11Xfi elttyMfi ~ w 6 o o J � LL, w o J u- < N a H al z I— o ' Z F- w D O N CI I- w 1 u' O` Z w U = O 1— Z Krazaie & Associates, Inc. 25418 74th Avenue South, Kent, WA 98032, (253) 854 -1330 Project No. 066 -00091 Cyl. Code 0799 Pour Date 5 -9 -2000 Report No. Weather Drizzle Jurisdiction City of Tukwila Permit No. D2000 -048 Project Parkway Supercenter Engineer iePr Location 5901 180th St Architect &vir2J' , i›.—e_ Client RC__ (..z2v1Sf ✓44-1 4 Field Data Site Mix Supplier Miles Plant No. 3 Concrete X Mortar Grout Flex Beams Prisms Grouted Ungrouted Other Time Truck # Ticket # % Air Slump 9:30 19 501109 Conc. Air Temp. Temp. Unit (F) (F) Wt. 4.5 54 52 Placement Area Footings X Walls Slab /Deck Slab Grids C line at 7 line Remarks Columns Pilings Grade Beams Other nspector Robert Best Reviewed By Laboratory Data Cyl. Test Field Code Date Cure Age Dim Area 0799 -1 5/16/200 7 4x8 12.55 0799 -2 6/6/2000 28 4x8 12.50 0799 -3 6/6/2000 28 4x8 12.50 0799 -4 0799 -5 0799 -6 0799 -7 0799 -8 Remarks Results Reviewed By Codes for Break Types: 1. Cone X „Ai Design Strength 3000 2. Cone & Split Contractor Maloney and Bell Wt. Max. Comp. Tested Break Lbs. Load Str. (psi) Set # By Type 51500 4,100 11 ML 2 68000 5,440 11 EM 2 68500 5,480 11 EM 1 Date Reviewed G (/.6: 3. Cone & Shear Reported Batch Data Cement Type Design -- Actual Mix No. 1500 Cem. lbs. 470 F. Ash lbs. C. agg. lbs. 1860 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1480 Water 325 Admixture Other Air Ent. (oz./cwt) Water Added on Job (gals.) Date Specimens Rec'd. 05 -10 -00 4. Shear Items Inspected X Conforming Non - Conforming Test Method Other ASTM C39 C -1231 X Compressive X Flexural Test Results X Conforming Non - Conforming 0 5. Columnar (Split) z z J U•. U O W = N Lt.. uj 0 Z C1. Z � I- Z I— U 0 ; 0 N 0 I— = I— F - L 111 Z ' O ~� z 1 March 29, 2000 Mr. Bob Benedicto Tukwila Building Division 6300 Southcenter Blvd. Tukwila, Washington 98188 CIN OFENEDNIU M,Ar? 1 . J )EFPAt'' -u•� tri RE: Parkway Supercenter Phase II - Furniture Building Tukwila, Washington Architect's Project No. 20102 CORR CTION LT R# Dear Bob: We have completed our responses to your Plan Check review of the above project and offer the following corrections: 1. A total of seven barrier free parking spaces are now provided for on the project; three at the new furniture building and four at the existing Claim Jumper Restaurant. Revisions to sheet A1.1 showing the added spaces have been clouded and tagged with a delta 2. 2. The exterior doors on the South Elevation have been revised to read type 3A, which is a one- hour door assembly per the current Door Schedule. The exterior doors on the East elevation are already labeled as type 3A. Revisions to sheet A2.2 have been clouded and tagged with a delta 2. 3. A note has been added to the cover sheet to include the requirements of UBC Sections 1106.3.1 and 1106.3.2. Revisions to sheet A0.0 have been clouded and tagged with a delta 2. 4. The sizes of the vertical conductors are shown on details 18/A6.1 and 21/A6.1. 5. A note has been added to emphasize the 2 -hour rating required at the South and East walls, in a addition to the Table 5-A information that is already listed on the cover sheet. Revisions to sheets A4.1, A4.2 and A4.3 have been clouded and tagged with a delta 2 6. The envelope Projected UA calculations have been corrected to comply with Target UA Energy Code Requirements. The revised Envelope UA Calculations summary page has been attached. \ \SERVER\PROJECI'S\ 20102 \Correspondance\Agency \Plan Check 1.doc 7. A lighting schedule has been added to Sheet A2.3. Light fixture type tags have been added to sheets A2.1 and A2.3. Revisions to sheet A2.1 and A2.3 have been clouded and tagged with a delta 1. Following your review, please contact me with any questions or comments that you may have. Sincerely, BENNER STANGE ASSOCIATES ARCHITECT'S, P.C. Terry J Novak TIN Enclosures cc: Rob King, MBK; Roger Stange, BSA \\ SERVER\ PROJECTS\ 20102 \Correspondance\Agency \Plan Check 1.doc z mo w. U . U 0 : N O w � N w O ▪ ui Z F— O Z H- 2 U u) O - ' • H w • O i ii z : U N O Z lk Rob King R.C. Consulting Services 20503 - 88th Avenue West Edmonds, WA 98026 RE: Parkway Supercenter Phase 2 Our Job No. 6315.1 Dear Rob: CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES March 31, 2000 z �Z WY OF TUKWILA w LIAR pERMIT 3 i 2000 h CENTER W u J w w w 0 2 �? Enclosed are six sets of the revised civil engineering design plans for the above - referenced project for your u d submittal to the City of Tukwila for approval. The plans have been revised in accordance with the City of H = Tukwila comments and the site plan received from your architect. Following are responses to the City review z 1.— comments: 1- 0 z I— m0' O N w w U u O: .. w z, 01 O z 1. The plans have been revised and signed by a licensed civil engineer. 2. Roof drain and downspout connections are shown to be connected to the existing on -site storm drainage system, as requested. 3. The water service connection and location of domestic and irrigation meters have been shown on the plans. 4. The fire line connection from the existing double detector check vault assembly has been noted on the plans for connection to the building. 5. The sanitary sewer main extension has been added to the plans, as requested. You will need to coordinate with Pacific Fiberlink for the installation. 6. There will be some imported structural fill for the construction of the new building. 7. The building finish floor has been added to the plans, as requested Enclosed"are the revised civil engineering design plans'lbr your use in submittal to the City. Should you have any questions or need additional information, please contact me at our office. Respectfully, Ali Sadr, P.E. Senior Project Engineer AS /sm/bd [6315C.033] enc: As Noted cc: David Moore, MBK Northwest Daniel K. Balmelli, Barghausen Consulting Engineers, Inc. 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251 -6222 (425) 251 -8782 FAX www.barghausen.com CORRECTION Pwco-048 mum .?.� ma m _ Y + n _ v ....n'kma?!.'ys n, flY :7, YF�___'___ , fft. 4etrO .. �1.rt 03/30/00 THU 14:35 FAX 425 861 6050 0 Engineers c ,;( °* \ MBK Northwest s O c0 °; w ce cio Rob King 20503 88 Avenue West ���\� 6 • Edmonds, WA 98026 0 O N 0' W w J N w0 2 u_Q _ °. H= Z � Z O w ui 2 p • 0 0 1~ . • w u1 w Z 0 H Z Attention: Rob King, Fax No. 425 -778 -3921 This letter confirms our discussions that the required surcharge (at least 4 -feet in height) was in -place for several months on the building pad for the proposed furniture store in Parcel C and therefore induced at least 90 percent of the anticipated settlement which would otherwise occur from the design floor loads. Based on topography data and information provided by Traid Associates, the surcharge height ranged from at -least 4 feet to more than 10 feet above the finished floor elevation. The surcharge was in place for approximately 4 months before the contractor began removal. We understand that, following surcharge removal, the pad was graded to an elevation approximately 4 inches below finished slab subgrade elevation to allow placement of a crushed rock layer. We trust this letter meets your inunediate needs. Please call if you have any questions or comments. EXPIRES 7/23/ 6 DCO:: P:1128402 i1FTNALS11284fundture GeoEiSMeers, Inw 8410154th Avenue N E Redmond, WA 98052 Telephone (425) 861.6000 Fxu (425) 861.6050 www,geocngincers.rom G e-c E n. ;.i•n c. e..r. Ptinud on incycllo pros. GEO ENGINEERS March 30, 2000 Proposed Furniture Pad Parkway Plaza Supercenter Tukwila, Washington File No. 1284 - 028 -01 Yours very truly, GeoEngincers, Inc. Debra C. Overbay, P.E. Senior Engineer CORRECTION LTR# @1 01 92coo -oqg - 17,84422.01- F130• - -- : - -+ a.V' �aRirS. .w, y^a!^cr r?:+rx Jrptr.Nr;y r+9vr F!9*sc tnC�r E /�1g`zy MBK Northwest 4949 SW Meadows R.D. 1 675 Like Oswego OR. 97035 503 -636 -2800 Rob King 425- 778 -1921 MAR -31 11:53 FROM:HIGHLINEWATERDIST. 2068240375 PART A: (TO BE COMPLETED BY APPLICANT) 1. Owner Name: Address: Phone: Agent / Contact Person: Phone: 2. This certificate is submitted as put of an application for: Li Residential Building Permit ❑ Short Subdivision © Commercial/Industrial Building Permit ❑ Insurance Underwriter 6. Area is served by: Fire Marshall ❑ Engineer Owner /Agent's Signature: City of Tukwila ❑ Utility T0:425 778 3921 PROJECT # CERTIFICATE OF WATER AVAILABILITY Site Address (Attach map and legal description showing hydrant location & size of main: Ise* 57' Ave. So. Commercial Warehouse facility C E 4. Vehicular distance from nearest hydrant to: hydrants located on site see attached map for hydrant locations. !ONLINE WATER DISTRICT (Utility) Preliminary Plat Rezone Other 3. Estimated number of service connections and meter size(s): one 2" service /meter 5. Minimum needs of development for fire flows: 1500 gpm at a residual pressure of 20 psi. (Reverse side to be completed by water utilit and governing jurisdiction) CORRECTION LTR# 1 PAGE:001 RCCCIVCD - CITY OF TUKWILA MAR 3 a 2000 PERMIT CENTER ❑ I City fl I Other L. Date: /? 3( IOW agEstem itli yO rMtWiminorp, .m,. t.yxi <m;'''Ftzn`!.vrkl_mw seer -i, , nts chwomtwarrP!'; iv.,wc7o5::E+. '+�+�:?:!�i+ [I ? yMI!Mcr+OtrxaV�.9Mtw7.u0,1mAten z w 00 J rnu- w 0 IL Q I w z � ZO . w w 0 0 - = w 9 O w z. °T 0 z MAR -31 00 11:53 FROM: HIGHLINEWATERDIST. 2068240375 PART B: 17G BE COMPLETED BY WATER UTILITY) 1. This proposed project is located within TUKWILA / KING (City /County) 2. Improvements required to upgrade the water system to bring it into compliance with the utilitieOR A VAA com , rehensive , lan or to meet the minimum flow re ' ' irements of the . o'ect before connection: 3. Based.upon the improvements listed above, water can be provided and will be available at the site with a residual pressure of 20 psi at 1500 gpm for a duration of 2 hours as docanuated by the attached pokrdatiogs. I hereby certify that the above information is true and correct. £ d 8 cM HIGHLINE WATER DISTRICT 206- 824 -037S 601 3/31 Agency Phone ty: Keith Harris Date PART C: (TD BE COMPLETED BY GOVERNING JURISDIC770N) 1. Water Availability - Check one: n Acceptable • service can be provided to this project. Acceptable service cannot be provided to this project unless the improvements listed in Item Item *C2 are met. 0 System is not capable of providing service to this project. 2. Minimum water system improvements: (At least equal to 82 above) Agency Phone .. i m9. t� :pv tiL'R'imor..rtIm .w1,Yr ? TO:425 778 3921 PAGE:002 F C1N CF C pEB By Date z 1 Z 00 y0 w J to w w g Q , co d � w z 1._ Zo w cn 0— 0 H w w '. � t ii z U = 0 z MAR -31 00 11:53 FROM:HIGHLINEWATERDIST. 2068240375 TO:425 77B 3921 Highline Water District Fire flow for S. 180" St. & 57`" Ave. S. fa hydrant #H2719 ID 249 Static Demand (gpm) 0.92 Static Pressure .( 139.62 Fire -Flow Demand (gpm) 1,500.00 Residual Pressure (psi) 133.63 Available Flow (9Pm) 2,545,28 _ Available Flow Pressure (Psi) 20.01 3130100 PAGE:003 YLA.i.uiirilag v... Ytat • a FYk:' ` 3, s z (t4 w 3 00' coo. w w! W J I1: w LL -J co 3 - _: Z F. I- 0 Z uji c = U ' u- p� 11.1 z tt o ff : z i N (0 I0 Scot. 1:100 V3447 2258 180, H2721 1 to f H2417 KWAY SUPER CENTER, 19 • ' + V1831 H2720 U21124 142719 H2280 424.89 z 0 W f 142278 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. APPROX L 0 213 H227 2'D1 1 '01 V1832 V3 V1833 SEGAL.E BUSINESS PARK, 1976 Space Beat Type . p Electric resistance Q All other (see over for definitions) Glazing Area Calculation Note Below grade Walla may be included in the Gross Extort/ Wan Area ',they are Insulated to the level required for opaque walls. Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1. (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals % Glazing 1749.0 - 16775.0 X 100 = 10.4% Concrete/Masonry Option Check here if using this option and If project meets all requiteMents for the Concrete/Masonry 0 Yee Check See Decision Flowchart (over) for quatificatons. Enter requirements for each qualifying QQ 00 assembly below. Envelope Requirements (enter values as applicable) Fully heated/cooled space Minimum Insulation R- values Roofs Over Attic For Building Department Use Cm R CET E O MAR 3 ; 1 NA All Other Roofs Applicant Address: 3000 SW =ALCM ROM, SUITS: 430 R -21 Opaque Walls R -11 Below Grade Walls NA Floors Over Unconditioned Space NA Slabs -on -Grade R -10 Radiant Floors NA Maximum U factors Opsque,Doors 0. 600 Vertical Glazing 0.900 Overhead Glazing NA Maximum SHGC (or SC) Vertical /Overhead Glazing I 1.000 Project Info Project Address p 3 arrezaesorrot Date 3/29/00 zvtaraa, W1-.3enacsvN For Building Department Use Cm R CET E O MAR 3 ; 1 3 - rill out tax lino on £N1l -shit Applicant Name: gm= swam nssecxares Applicant Address: 3000 SW =ALCM ROM, SUITS: 430 Applicant Phone: UWE 031/7,13, 00.10046 57035 503 670 -0234 1997 WonklA n State NorwyldentaN Energy Code Compliance Fofnla Project Description Compliance Option 199/ W' —run a Jtate Nonreslaentlal one • uoae La) .'•"'•8 Envelope Summa Climate Zo 1 • ur ENV -SUM Semi- heated space" Minimum Insulation R- values Roofs Over Semi•Heated Spaces" INA 'Refer to Section 1310 for qualifications and requirements Notes: CORRECTION • LTR # New Building E Addition 12 Alteration Change of u se Prescriptive D Component Performance (See Decision Flowchart (over) for qualifications) ENVSTD [] Systems Analysis 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 2 9.0 Btulttz•'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) U- factor ' i?n3'° � ' f n r� YY ,�.q +sM .,, =.. : S3�lI°JN3 3a1�z1311Z „ WdbS'p0. A D2i x x oUJ 8 First Edition. Jul,. 1998 62 It:iW ,= .vf1 Z W 6 0 N - = F— CO 9_ W O u_? • a = W H = Z I— O Z O 0. O N 0 I— W lL I—� 11 O Z W U= O ~ Z SECo Oc'L 03'0 9'.OM WO CM. WO °A CeS1 OD'L QYL 6LD %91. - Ol OD'L 54'L Oro °da1.-00 ms 10 141 LEVY e!aglo BupED 03nn stet Olt! stall ta ixti OM U B 61.'b tkp.co mos+ooH Iza eXamplo trd cetr sprourosgoq! Log (4)sur► MDRB 0N!! (isdi1pA z ' m IAN sIPMwtimb ilsgiultoPePul 1W SKI SZ'L MO YOKE 63o C -1 03•09(002 m'L Mel SLD'/ ,L On so'L Ca %MO Ms n n New 1•D 'ow was LANeRP3alizeD OHDn stscb OM =PAM 6L'!! *pmun l ostod Obi sPuift)IW LN( NoPa OLt! 0 4E /NOW u:OFfu11W CD'L OD MD WM me n n y. raW 1-b 71dh igiRab LANeRP3alizeD 0 oC I !i h tiJil � LpalggIll imPr IM r— a n OHD ova '10 me n n %easy ■ as2D ...^k1D LW1 epallq 81map 030n wait mid S PM oLtt CIS ai pran.orasmd Deg sizilarP IW Wu sopOa'ospgy 60:1 (Ll sI 1le( ow 412)s1PATUSNDIel3 6LtI sift atzb 0P3IPuI uDgelaul IW z O _ - N zm • O - M = m -=I v 5o C C m g m 0 --I = m - � c o' m �— m m cn 0 c r c z I EFaL: Sn �! ie± iidD��s' ri:` vw" 'ta�FGii.SiL:�Ai*;#uat4tiY:zSua �L'i,9itti�"YLCY3sV"rvhsi phii% Cr: 3':: �.... if... ..ei+,.si.we7:ialea�:.�.,x.L�� w+T1k:u.�..� ,. ��'%: u' ��7:.'. �., T ;.,: �. ?�'.+.d::iPi..uld.:l+i.� . x:. sL •an.; fat: itif: K :t7.Tilc'J1d.+iiKi�Kil''1'rtiWN MAR 29 '00 04 :55PM INTERFACE ENGINEERS P.3/8 '6002 uo)pOS asn 's)lenn laylo Ile lo; :papinoid ale suope)no)eo ssa)un 0' =OH awnsse 'sperm pawl3l; u0d.. 'pasn aq 'pew uopdp i.luosew 99tiouo3 ela 'O ;o wnw!u!w s! Been ape16 enoge Sip to (314) I(?,roedeo leay pa 148!er ewe ay; l), Eai BON zoff (}s) eery ..3H (OH) ApedeO ;eaH HEM uoj duosaa A!gwassy ¥ uopdp Sauosaiva ;azauoD cu, . •?PPIrUN.ou Actat 6L�isl1� �4.W0e a40IIEA giv p0 0� au •:w.lsAs uognq)rlstp se/Ma ate aVg 4 eupeey vourit!sa µ pe» lu utw.l pue sdiend le'H tuopdss3 'Elie loot' Peuoll)puoo nal6 SJO % Wyk 0.1 speeds. Alperin may nueleuu np3delv lie aSWA al)un lie PI NNB'lunlpe)'PJVOQaaeq rues11301 welaA$ rupee Aieueni eel se spinals W11BIelaei *Ypale win estWe aweigh Dummy ends mammies swop 8661 vunl•'uo,Qtp31sej 1 pallltRAs_spgalysL % FEW9 Lied auoz a4ewiI3 Oj apt.. 1t10'J •O3 1 • a ' „."4:1J salS r Fropq)� \)'e e puaplsaa o a a of • au • 4Ad el�l0 !Ft a� l ilSIIB'n% u (NOY N Penuoued) '•ou.M)w npOep of wild+nra by ul pm' trWeleAe wow pus emote dupesu ends . adeid put le peos'me 6ulpnpia trumpets OupenU QOM Jaypo IN wylo :eedI NU NN Weds P Oe9iva Nyasa= me &Weal sill leuviumnbiu .dotuAU.Oypgnq GatlpWMl..p to seadied .yl lod :edAl aetl seeds tot:' 'pasn aq 3snw suopdo s!s/geuy swalsAg to 03ueu1Oyad luauodwo3 ayl leyva you i! 'uopdp anpdposald Ieuo!ido ay! uo} sayl)enb pa(ad }! ouluualap Oi 3le40m011 MI GM uorglo OApo1a3SOJd JO; zegaesotd nogepa al euLO j aO11e110WOt) •in0 faffiti3 APAPIsa UON •lwls uceup rm LBei LNf1S - AN3 n aewwns adoianu3 z ; n co — 2 , z 0 -1 m ; =i v 0 . 0c m e ,-4 z o -+ = m - + c �_ � o m M 0) 0r C � m � MAR 29 '00 04 55P INTERFACE ENGINEERS P•'/ 'soot UoPes asn 'seem Alp ILIJOd a7G waft Ie of i4 (ewe x OH) :3H papiNam eair sls3ol Jau3 )eguaPlsaJuoN MS uo36u M L661 Project Address 1140001/ a InglICEDVTIJI Date 3/28/00 Space Heat Type O Electric resistance QQ All other For Building Department Use C OF KW ttA \ V \>g �S Glazing Area as % gross exterior wall area 10.4% Prop. 1 Max.Target Concrete/Masolnry Option Q p Na Notes: If glazing oleo exceeds maximum allowed in Table, then r�tculate adjusted areas on ba (over). If Concrete/Masonry Option E is used, Target U- factors, SHGC and Glazing %will be different than shown bblow. Refer to T able 13-1 for correct values. -aPRMtS GE'N Building Component List components by assembly ID & page* Proposed UA Target UA U -factor x Area (A) = UA (U x A) U- factor x Area (A) = UA (U x A) ri > U =O, 600 plan IDesoxx GLi►zI U= Plan ID: U= Plan ID: U= Plan 10: U= Plan ID; U= Plan ID: U= Plan ID; 0.600 1749.0 1049.4 0.900 1749.0 1574.1 Glazing %. Electrl&Resist, • Other Heating;, 0.15% , 0,40" „ '0.90, • 115=201rei ' 040 ' 0.75 ' '20.30% nat allowed, ' , '0.60 : , 3 30-4Q'4: • pot'allowed , 0.50 , , (see T toile '13 =1 fbr Caria/iv1'a6onr'yvblubsj) v r �- i U= Plan ID: U= Plan ID: U= Pian ID: U= Plan ID: Glazing' % Electric.Resist. 'Other Heating? •• 0-a 5% , 0.60 ; .. • , 1.45 ; >1$•20,° %' 00' ' - 1'.'44. - .; ' • : 20,-30% •1430 , ' 5 net.allowed ,, . ,1.2¢, , 6ie'Table 13,1 fonCorta/MASanry values)' B r U= Plan ID; U= Plan ID: U= Pian ID: Opaque Doors U =0.600 Plan IDoOCU rxaoura U= Plan ID: U= Plan 10: 0.600 146.0 e6.4 0.600 144.0 86.4 , Electric ;Ftegrst;: Heating. , ' 0.60 '...0.60 I JGAO 1 R= Plan 10: R� Plan ID: R= Plan ID: : Electric Resist"; Other•Heating, 0.031. • , ; d.036; ' �R $I0011 19410 =39.0 PIanIDSYrtcsr. poor R= PIanID; R= Plan ID; 0.050 41997.0 2099.9 0.050 43997.0 2099.9 t;lectfie•Resist, ,Other'Heating„ ,04034 ' , 0.0¢0'; ' ,, v I� =13.0 PIanlDxxa ��0►LL R =13.0 Plan IDSYt7T9zc PL ST1;1t R= Plan ID: R= Plan ID; R= Plan ID: R= Plan ID: R= Plan ID: "`Note: sum of Target Areas here should equal 0.100 14385.0 1438.5 0.069 497.0 34.3 Target Opaque.Wall Area (see back) 0.190 14365.0 2733.2 , 0.190 497.0 94.4 e* ' ; ;Electric,Resist. ;Other Heating •Ordinary • ..082 ' , ' '' • 0.14 ' ' Metal stud • ; 04 1 •, • ' •.0114: , Cdnd(Int) 0.19' ,' 049 Conc(cth) , 0.25 '' • • • 'Or25 , .4 3 m I a R= Plan ID: R= Plan ID; R= Plan ID: Nate: if insulated to levels required for opaque walls, list above with opaque walls •' •'Electric Resist.. :Other•Heating Ordinary , 0.062 • 0.14 1 ' etal'stud: q 0:11 , ' ., 0.14, , it r d. 0 . o ` ►T. = R= Plan ID: R Plan ID: R=. Plan ID; R= Plan ID: Ele'ctrid Resist: 'Other Heating : 0.029 ' ' :0;056 4 • •, e to a al a Rol .0 Plan IDr�rrscaz ems R= Plan ID: Rs Plan ID: ,Ra Plan ID: 0.730 892.0 651.2 0.540 892.0 481.7 , • Electric Resist: ' Heiating; F40.54 • ' • F =0,54' . : e • (see Tabl 13 - ra floor vallyes) , "For CMU walls, Indicate core Insulation material, Totals 59664.0 For compliance: 5359.6 Totals 59664.0 7069. 6 , k 9: W 1 • • , St. e o esl • e tie E e • Code Co nce 0 Envelope UA Calcul. ions Climate Zonel 111 ENV -UA 1997 Waithipton5tets NerrsNdsial Enor® Cods Car.plier= Farrar First Edillan, June 1999 1) Proposed Total Area shall equal Target r otai Area, ana LI rroposea Total UA s an not exceea larger r o w hJH. R 8 /S'd S2l33NI*1\13 38tid2431NI WdSS:t70 00, 62 ?JUN ! „�t�,"ni5t����kA'Yx,gY LnF' J1M( A? �1' i1' xi' f' ��` �.` � r :-"!' w' 4; rr !'MR,Wr V?!vY'rt, ^,!P= rnt ^': F;.ft°Frt �+ tn. xrn2L' b' sA7! aNS: ilN^,• s`'! i^. Ap' Yi'' rtW, a�R. a' 19, A'+., rvf:( M?,':?•: M1 � w �v' 4.;.:: YTi�r'. t'. L+' tiyN4; A'; II�� R!; a g v 1 'kal^.p +•a Z W re J U U0 CO 0 J = H N W W u. co = W H = Z Z O W ut 0 O 0 W LO z W O Z O4• 00= Target SHGC SHGC x Area (A) = SHGC x A VG= 1749.0 0.630 1749.0 1136.9 1.000 1749.0 1749.0 41997.0 14882.0 Glazing List components b assembly ID & page # Proposed SHGC SHGC' x Area (A) = SHGC x A Target SHGC SHGC x Area (A) = SHGC x A 6utivie I ID:3TonErflorIT GLAZING 0.630 1749.0 1136.9 1.000 1749.0 1749.0 ID: Glazing Eleatic:Resist .;Qther,Heating. ID: 0-20 %.',.: 1,00 ' : • . 1.00 . ID: >20.30% not allowed „ 0.65 ID: >3040% " not allowed' 0A5 ID: (see Tabla 13 -1 •for Conc/Maionry valyss) 'Note: Manufacturer's SC may be used in lieu of Totals 1749.0 1136.9 Totals 1749. 1749.0 •I • - - . • r L' • • • a r • i • • • • i r . • in Climate Zone 1 ENV -SHGC 1997 Washington Stele NorrwatterUN Energy Code Cemeteries Poane For compliance: Proposed total SHGC x A shalt not exceed Target total SHGC x A NOTE: 1997 NREC revisions allow SHGC compliance for vertical and overhead glazing to be calculated together. The 1994 Forms required separate calculations for vertical and overhead glazing. Target Area Adjustment Calculations I If the total amount of glezing area as a Y. of gross exteri Wall area (calculated on ENV•SUM1) exceeds the maxi mum allowed In Table 13-1, .0. theq this calculation must be wOmnted Use the resulting areas in the Target UA and SHGC calculations above, Glazing Area Opaque Area Grose Exterior Wall Area I 16776.0 I r I 6710.0 1 Roofs over Attics outer Roofs Walls Proposed Areas: Numbered values are used In calculations below. Roofs over Atli.= Other Roofs Web Max Glazing Area (Table 13-1) X I 40.01 1 .r. I 1 I= I 6710.0 .� Target 00 Mee in Roofs over Attics Target OG Area in Other Roofs Max 00 Remaining 9 lesser 6710.0 4H I P oposed Opaque Are. 41997.0 I 14962.0 1 I 6710.0 I eMMI Maximum Target Glazing Area 9 lesser 6710.0 Target VO Area I 1749.o •, 1 Proposed OG Area Target OG Area/ Target Opaque Ares 47997.0 ' • Proposed Opaque Area Proposed VG Area Target VG Area ' Target Opaque Area l + I 1749.0 I _ I 1749.0 I = 14892 :0 ': • I Nola: [Mere IS more Man one type of wall. ate Target VG Area may be distributed among them, and separate Target opaque Areas round. If the Target Areas for O9attua Walls listed on the front must actual the total calculated here. Target values In shaded boxes are used In the applicable Target UA calculations on the front. Target VO Area and Total Target 00 Area are also need In the appllcable Target SHGC calculations above, gadder', June 1990 Note: OG • ovemead glazing VG = vertical glazing For Target OG's. the lesser values are used both here and below. I Target Areas OK tsra taax MITIOPPxs 2„;54.x .frx.IPM x.fte s 33NI_ N � 1N W ' a� "^�t1•'�'!'f.R;nrt'SSr,?*.r�vy ? Firm° a: t" �anytc;< ���. .�`,S+nY�: +t�.�s.!. np IVJ�: . ^y �.v5 �+ `y�!4r1 Rt'1�•. � .: i:a; .. •• , , .1 • - .. I l- • _ ., Building Permit Pia Checklist 1997 VYanlrrpton Slate Nor reslosntlai Energy Code Compliance Fortes' •„ • 111 ENV -CHK Feat EdIllon; Jun 1998 If "no" Is shown for any question, provide explanation: •.B „v,� S id33 NI�N 3 „3adAd { H d 9S0 0 .,_00 6 2, 0 pW , - 1 e/e•d :.r <n:K.i.u.^.+r \F�rv f.+r:r: w.,:_ r.•...,,.r....,...t: e., ^ �, ` ' '1. 11 .1.1 _ _ \ .1 _ • _11- Building Permit Pla - Checklist 1997 Washington Stale Emmpy Code Complan "nna 1 • •1 •• • • 111 ENV -CHK Firel Edllion..Jlne 1998 tnveiope - GeneraFRequirernentS 1311 Insulation 1311,1 Installation Requirements: Al insulation materials shal be installed accordng to the manufacturer's instructions to achieve proper densities, maintain clearances, and maintain unfone R- values, To the maximum extent possible, inset:lion shall extend over the ful component area to the intended R- value. 1311,2 Rod/Ceiling Insulation: Open -gown 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 dear 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 save vents are installed, baffling of the vent openings shal be provided so as to deflect the incoming air above the surface of the insulation Where fighting fixtures are recessed into a suspended or exposed grid ceiling, thereof/ceiling assembly shall be insulated in a location other than drectiy on the suspended ceiling Exception: Type IC rated recessed lighting fixtures. Where installed in mood flaming, faced batt insulation shall be face stapled 1311.3 Wail Insulation; Exterior wail cavities isolated during framing shall be fully insulated to the levels ofthe 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 shall be installed in a permanent manner in substantial contact with the surface being insulated Insulation supports shall be installed so speeing Is not more than twenty-four inches on center. Installed insulation shall not Pod( the airflowttrough foundation vents. 1311.5 Slab•On.Grade Floor: Slab -on -grade insuiation installed inside the foundation wall shall extend downward from the top d the slab a minimum dstance of twenty -tour inches a to the top d the footing, whichever is less. Irnsulaticn installed outside the foundation shall extend downward a mirimtm d twenty-feur inches or to the frostline, whichever is greater. Above gale Irsulation shall be protected Exception: For mondithic slabs, the insulation shal . erttend doemeard from the top of the slab to the bottom ofthe 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 cf the footing and hcrizortal for an aggregate of not Is than thirty -six inches. If regained by the building official where soli condims warrant such insulatlm, the entire area of a radiantfiaor shall be thermally isolated from the soil. Where a son gas cortird systian is provided below the radiant floor, which results in increased convective flow below the radiant floor, the radant floor shall be thermaly Isolated from the sub -floor graves layer. 1312 Glazing and Doors 1312,1 Standard Procedure for Determination of Glazing and Door 1.1-Factors: U- tactas 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 Nonresldertial Model Size Product samples used for U- factor determinations shall be production fine units or representative of units as purchased by the consumer or contractor. Uriabeled glazing and doors shall be assigned the default Wader in Section 2006 1312.2 Solar Heat Gain Coefficient and Shading Coefficient: Sdar Heat Gain Coefficient (SHGC), shall be determined, certified and labeled in accordance with the National Fenestration Rating Councii (NFRC) Standard by a certified, Independent agency, icensed by the NFRC. Exceptiorc Shading coefficients (SC) shall be an acceptable enemata for compliance with solar heat On coefficient requirements. Siang coeffidents for glazing shall betaken from Chapter 27 of Standard RS-27 or from the manufacturer's test data 1313 Moisture Cortrol 1313.1 Vapor Retarders: Vapor retarders shall be installed'on the warm side (iin winter) of insulation as required by this section. Exception: Vapor retarder installed with not more ,00 than V3 of the nominal R -value between it and th e conditioned space e`i . 1313.2 Roof/CellingAssemblies: Roof/ceiling assemblies where the ventilation space above the insulation Is less I,aet.1 P an average d twelve inches shall be provided with a vapo � �� GE N E retarder. Roof /ceiling assemblies without a vented airspacenEP where neither the roof deck nor the roof structure are made cf 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 rod deck 1313.3 Walls :Walls separating conditioned space from uncendtbned space shall be proHded with a vapor retarder. 13134 Roots: 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 ofthis section shall apply to building elements separating conditioned from uneandlticeed spaces. Exterior joints around windows and doorframes, cpenings between walls andfoundatior>, between walls and roof and wall panels; openings at penetrations of utility services through walls, floors, and roofs; and all other openings in the buldng envelope shall be sealed, caulked, gasketed, or weatherstripped to limit air leakage. 1314.2 Glazing and Doors: Oocxs and operable glazing separatirg condtioned from uncondtioned space shall be weatherstripped. Fixed windows shall be tight fitting with glass retained by stops with sealant or caulking all around Exception: Operings that are required to be fire resistant 1314.3 Building Assemblies Used as Ducts or Plenums; Building assemblies used as duds or plenums shall be sealed, caulked, and gasketed to limn air leakage. Se133NI9N3 3Dt .e131NI 1.1dLS:ti0 00. 62 NUN 03/21/00 • Cons ling Enpneeis Date: 3/21/00 Pages Sent: 12 Job No.: 99557.02 (including cover sheet) Attention: David B. Swanson/ Company Name: Reid Middleton Inc. ode A. Da_}G) 1- 425 -741 -3900 from: Ross Palmer Regarding: Parkway Supercenter Phase II Message: Please refer to the attached plan review responses, calculations, and RS- skethes. The RS sketches are 8'/ x 11 representations of what has been incorporated into the CAD drawings and will show on the next set of drawings that will be issued. Please let me know if full size sheets are necessary for completion of your review. Please call with any questions. Ross Copes To: Terry Novak BSA Rob King/ MBK 670-0235 1- 206- 575 -4140 After Faxing, please: El File ❑ Return to Sender ❑ Mail ❑ Discard 111 S. 15:07 $2273251 n MtAvenue, Sulk 2800, Portland, OR KPFF PORTLAND FAX COVER SHEET * PLEASE CONTACT 711E SENDER IF YOU DO NOT RECEIVE ALL PAGES * 20143620 (503) 227- -3251 Fax No. . 1 x) 227- 980 Ej 001 /012 03 /21/00 15:07 122273251 KPFF PORTLAND 81002 /012 Consulting Engineers March 21, 2000 Mr. Terry Novak Benner Stange and Associates 5000 SW Meadows Road, Suite 430 Lake Oswego, Oregon 97035 RE: Parkway Supercenter Phase II Plan Review Responses for Reid Middleton, Inc. (for the City of Tukwila, WA) Dear Terry: Please refer to the following response to the plan review comments: 2. Sheet S0.1 of the drawings will be revised to specify conformance to UBC 2321.4. 3. Please refer to the calculation shown for footing type E, canopy footings. 4. Please refer to the attached cover and cover letter for the final soils report for Parkway Supercenter by Geotechnical Engineering Services dated February 23, 1998. According to the cover letter there was a "preliminary" report dated September 24, 1997. The date and report referred to on sheet S0.1 is, therefore, the most current report. The revised report was submitted, by the architect, with the preliminary report. 5. Wall anchorage forces are calculated on sheet L12 and are In pif. The anchors are at most 4' - 0" on center (ref. details 3/S6.1 4/S6.1, 5/S6.1, and 20/S6.2. The LTT 20B tie is good for 1750 lbs., thus greater than (4 =1108 pif. 6. Detail 20/S6.2 shown on sheet S3.1 will be revised to read 20/S6.1. 7. Detail 3/S6.1 shows 2x fiat blocking as a spacer for diaphragm edge nailing. This is not a wall anchoring element. In this detail the TJL is the anchoring element as referred to in UBC section 1633.2.8.1 item 5. 8. The capacity of the straps for wall anchorage (ref original calculation sheet L12 and response #5 above) Is 1650 lbs. for 133% seismic/wind loading, thus adequate for the anchorage force. 9. We interpret UBC section 2106.2.14.1 to be 1" of clearance for grout around the bolt rather then between the end of the bolt and the masonry. This "means and methods" issue will be noted specifying the clearance on sheet S0.1. 10. Please refer to the attached calculations that verify the adequacy of the diaphragm nailing (3/S2.3) per UBC 2319. 11. The terminology is defined in note #4 sheet S22. A calculation for the maximum subdiaphragm tension is provided in the accompanying calculations. Please call me if you have any questions or need further information. Sincerely, / 1 1.E - Ross Palmer ( RP :kw199557.021planresponso.docj 771 S.W. Filth Avenue. Sure 2500 Por1Ia7o. OR 97204 3628 (503) 227 -3257 Fax (503) 227 -7950 Seattle Portland San Francisco Los Angeles Irvine San Diego Phoenix 03/21/00 15:08 $2273251 KPFF PORTLAND Q003/012 4' -0" LONG DIAGONALLY AT .CH RE- ENTRANT CORNER IN SLABS. )VIDE HOOKED DOWELS FROM FOOTINGS TO MATCH VERTICAL WALL REINFORCING. CONCRETE ACCESSQRIES: HEADED SHEAR STUDS SHALL BE NELSON HEADED ANCHORS WITH FLUXED ENDS OR APPROVED. DEFORMED BAR ANCHORS (DBA) SHALL BE NELSON, TYPE 02L, OR APPROVED. STUDS AND DBA SHALL BE AUTOMATICALLY END - WELDED WITH FHE MANUFACTURER'S STANDARD EQUIPMENT IN ACCORDANCE WITH THEIR RECOMMENDATIONS. EXPANSION BOLTS SHALL BE HILTI KWIK BOLT -II OR APPROVED WITH EQUIVALENT ICRO ALLOWABLE TENSION AND SHEAR VALUES. PERMANENTLY EXPOSED EMBEDDED PLATES AND ANGLES SHALL BE HOT - DIPPED, GALVANIZED AFTER FABRICATION, UNLESS OTHERWISE NOTED. NO LOADS OR WELDS SHALL BE PLACED ON EMBEDDED PLATES OR ANGLES FOR A MINIMUM OF 7 DAYS AFTER CASTING. WHERE NEW CONCRETE IS PLACED AGAINST EXISTING CONCRETE, THE EXISTING CONCRETE SURFACE SHOULD BE CLEANED AND ROUGHENED TO A MINIMUM 1/4-" AMPUTUDE. EPDXY ADHESIVE: EPDXY ADHESIVE SHALL CONFORM TO ASTM C881 AND SHALL BE A TWO - COMPONENT, LIQUID EPDXY WITH NON -SAG CONSISTENCY AND A LONG POT LIFE, AND SHALL BE SUITABLE FOR USE ON DRY OR DAMP SURFACES. MINIMUM SLANT SHEAR STRENGTH SHALL BE 5,000 PSI, AND MINIMUM TENSILE STRENGTH SHALL BE 4,000 PSI. HOLE SIZES AND INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH THE APPROVED ICBO REQUIREMENTS. CONCRETE MASONRY: CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM C90, TYPE I. ASSEMBLIES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF f'm = *1,500* PSI AS VERIFIED BY PRISM TESTS BEFORE AND DURING CONSTRUCTION. CONCRETE MASONRY WALLS SHALL BE REINFORCED, AS SHOWN ON THE PLANS AND DETAILS, AND IF NOT SHOWN, SHALL BE AS NOTED UNDER "MASONRY REINFORCING STEEL ". MORTAR: MORTAR SHALL BE TYPE S, WITH A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 1,800 PSI, AND SHALL CONFORM TO UBC SECTION 2103. MASONRY GROUT: GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI AT 28 DAYS AND SHALL CONFORM TO UBC SECTION 2103. GROUT SHALL CONSIST OF A MIXTURE OF CEMENTITIOUS MATERIALS AND AGGREGATE TO WHICH SUFFICIENT WATER HAS BEEN ADDED TO CAUSE THE MIXTURE TO FLOW WITHOUT SEGREGATION OF THE CONSTITUENTS. ALL CELLS CONTAINING VERTICAL BARS AND ALL BOND BEAMS SHALL BE FILLED WITH GROUT. MASONRY REINFORCING STEEL: REINFORCING SHALL CONFORM TO UBC SECTION 2102.2. DEFORMED BARS SHALL BE GRADE 60, AND SHALL BE SECURELY PLACED IN ACCORDANCE WITH UBC SECTION 2104.5. UNLESS OTHERWISE NOTED ON THE PLANS, THE MINIMUM WALL REINFORCEMENT SHALL BE AS FOLLOWS: WALL THICKNESS 8" HORIZONTAL BARS (IN BOND BEAMS) VERTICAL BARS RUNNING BOND # 0 48" 0.C. (2) #4 ® 48" 0.C. BOND BEAMS WITH TWO #5 BARS HORIZONTALLY SHALL BE PROVIDED AT ALL FLOOR AND ROOF LINES AND AT THE TOP OF WALLS. PROVIDE A BOND BEAM WITH TWO #5 BARS HORIZONTALLY ABOVE AND BELOW ALL OPENINGS, AND EXTEND THESE BARS 2' -0" PAST THE OPENING AT EACH SIDE. PROVIDE ONE BAR, MATCHING VERTICAL BAR SIZE, FOR THE FULL HEIGHT OF THE WALL AT EACH SIDE OF OPENINGS, WALL ENDS, AND INTERSECTIONS. DOWELS TO MASONRY WALLS SHALL BE EMBEDDED A MINIMUM OF 1' -6" OR HOOKED INTO THE SUPPORTING STRUCTURE AND BE OF THE SAME SIZE AND SPACING AS WALL REINFORCING. PROVIDE CORNER BARS TO MATCH THE HORIZONTAL WALL REINFORCING AT WALL INTERSECTIONS. LAP ALL BARS AT SPLICES 48 DIAMETERS, WITH A MINIMUM LAP OF 18 ", EXCEPT AS NOTED. ANCHOR BOLTS EMBEDDED IN MASONRY SHALL HAVE A MINIMUM OF 1" GROUT CLEARANCE PER UBC /L\ SECTION 2106.2.14.1 SENIVER ASS CIATES AACHtTECT8, P.C. Consuttiv Engheers 5WOS.W. E E LAKE OSW OR X35 m a w FAX (500) ) 670-0235 Arilind awn., 1 b * - sxpr«acom PARKWAY SUPERCENTER PRASE N - SOUTH PARCEL L g Mfg Yet HQ THW!It TrrLEt GENERAL STRUCTURAL NOTES - REVISED OATS 3/8/3000 1 MTS. I JOB N0. 9955702 DRAWID10 Na RS -4 SHEET Sal 03/21/00 15:09 $2273251 KPFF PORTLAND tJ 004 /012 JI 1 r I t r1I \LL LI\VJ r LUVLJ, J1 LLJJ V 11 IL1\\\I JL 1 %LVVIYIITILI �• J tJ I It IL I /11YLL MANUFACTURER. ALL ROOF SHEATHING AND SUB - FLOORING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS, EXCEPT AS INDICATED ON THE DRAWINGS. ROOF SHEATHING SHALL EITHER BE BLOCKED, TONGUE -AND- GROOVE, OR HAVE EDGES SUPPORTED BY PLYCUPS. NAILING NOT SHOWN SHALL BE AS INDICATED ON UBC TABLE 23- 11 -1 -1. ALL NAILS SHALL BE COMMON NAILS; HOWEVER, USE RING SHANK FOR ROOF SHEATHING. GLUED LAMINATED MEMBERS: GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH U.S. PRODUCT STANDARD PS 56, "STRUCTURAL GLUED LAMINATED TIMBER" AND AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, AITC 117. EACH MEMBER SHALL BEAR AN AITC OR APA -EWS IDENTIFICATION MARK AND BE ACCOMPANIED BY A CERTIFICATE OF CONFORMANCE. ONE COAT OF END SEALER SHALL BE APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER SHOP OR FIELD. BEAMS SHALL BE VISUALLY GRADED WESTERN SPECIES INDUSTRIAL, ARCHITECTURAL, PREMIUM GRADE, AND OF THE STRENGTH INDICATED BELOW: COMBINATION SYMBOL 24F - V4 24F - V8 SPECIES DF /DF DF /DF GLULAM HANGERS NOT SHOWN SHALL BE SIMPSON EG. ADHESIVE SHALL BE WET -USE EXTERIOR WATERPROOF GLUE. USE (SIMPLE SPAN) CONTINUOUS OR CANTILEVER) PREMANUFACTURED WOOD JOISTS: PREMANUFACTURED WOOD JOISTS SHALL BE OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS, MANUFACTURED BY THE TRUS -JOIST MACMILLAN, OR BE AN APPROVED EQUAL. PROVIDE BRIDGING IN CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. JOISTS AND BRIDGING SHALL BE CAPABLE OF RESISTING THE WIND UPLIFT NOTED ON THE DRAWINGS. THE JOIST MANUFACTURER SHALL VISIT JOB SITE AS REQUIRED AND VERIFY THE PROPER INSTALLATION OF JOISTS IN WRITING TO THE ARCHITECT. PREMANUFACTURED WOOD JOIST ALTERNATES WILL BE CONSIDERED, PROVIDED THE ALTERNATE IS COMPATIBLE WITH THE LOAD CAPACITY, DIMENSIONAL, AND FIRE RATING REQUIREMENTS OF THE PROJECT, IS iCBO APPROVE AND HAS LVL FLANGES. PREMANUFACTURED WOOD ROOF TRUSS SYSTEM: DESIGN OF PREMANUFACTURED WOOD ROOF TRUSSES SHALL BE THE CONTRACTOR'S RESPONSIBIUTY. DESIGN SHALL CONFORM TO THE PROFILES SHOWN AND THE 1997 UNIFORM BUILDING CODE, AS AMENDED BY THE STATE OF OREGON AND THE CITY OF PORTLAND, UBC SECTION 2321 AND THE RECOMMENDATIONS OF THE TRUSS PLATE INSTITUTE, INCORPORATED. THE MANUFACTURER SHALL PROVIDE SHOP DRAWINGS SHOWING LAYOUT AND ANY DETAILING NECESSARY FOR DETERMINING FIT AND PLACEMENT IN THE STRUCTURE. THE SHOP DRAWINGS SHALL INDICATE THE SIZE, SPACING AND GRADE OF ALL MEMBERS AND SHALL BEAR THE SEAL OF AN ENGINEER REGISTERED IN THE STATE OF OREGON. IN ADDITION TO SELF WEIGHT AND LOADS INDICATED ON THE PLANS, THE PREMANUFACTURED WOOD ROOF TRUSS SYSTEM SHALL BE DESIGNED TO RESIST THE FOLLOWING MINIMUM LIVE AND DEAD LOADS: JOIST TOP CHORD: 10 PSF 25 PSF 10 PSF JOIST BOTTOM CHORD: 10 PSF DEAD LOAD BASIC SNOW LOAD WIND UPLIFT DEAD LOAD TRUSSES SHALL BE DESIGNED TO SUPPORT THE SNOW DRIFT LOADING IDENTIFIED ON THE DRAWINGS IN ADDITION TO THE BASIC SNOW LOAD. MANUFACTURER SHALL DESIGN AND FURNISH ALL WOOD FRAMING CONNECTIONS NECESSARY TO TRANSMIT DESIGN LOADS, INCLUDING SEISMIC AND WIND LOADS, TO THE BEARING AND SHEAR WALL SUPPORTS. MANUFACTURER SHALL PROVIDE BRIDGING AS REQUIRED. MANUFACTURER SHALL VISIT THE JOB SITE AS REQUIRED TO VERIFY PROPER INSTALLATION OF TRUSSES. JOISTS SHALL BE IDENTIFIED PER UBC SECTION 2321.4 BENNER STANOE ASSOCIATES ARCHITECTS, P.C. 5000 S.W. MEADOWS RD. SURE 430 LAKE OR GSWE • 035 FAX (503) 670 -0235 buapl- expreaaoom END Consult►g &giveers RTBW Sit Amnia Aarrld O own R7X14 eou- PARKWAY BUPERCENTER WARE d - BOITTH PARCEL. YttRVtIA 3=121 N 11LA Y 111 N t TRW111T `III.E; GENERAL STRUCTURAL NOTES - REVISED I]A7H 3/8/2000 SCALE N.T.S. 1 1013 NO 99557.02 DRAWING N0. RS -5 REFERENCE SEM 03/21/00 15:10 V12273251 KPFF PORTLAND CANOPY SECTION 1 N.T.S. lit 005/012 BENi STANCE ASSOCIATES ARCHITECTS, P.C. 5000 aw. MEADOWS %RE 430 LAKE 08*E00. OR 070:16 FAX ( 5 5 03 )) 670 -0235 teawpi-. p►.w►aom Canstitiv Engiroare m aws P.11.4 Orwrn 07204 PARKWAY SUPERCENTER PHASE n - SOUTH PARCEL WASIIIHIIMIS ` v Y a L w I M I T 71:nzA CANOPY BEC1ION - REVISED DATE 3/6/2000 N.T.S. 1 JOB N0. 99557.02 DRAWING Na RS -6 � . s�r 03/21/00 15:10 '$2273251 REF. ARCH. FOR EL. TTP. PREN4NUFACTURED TRUSS • 24" oc. Ih" SHEATHING �Y W/ 8d NAILS AT " oc.AT PANEL EDGES TYP. (2) SINPSGN 4a4 TS 8x2x4 REF. ARCI -I. FOR LOCATION TS 1x9x CETOND R ARCH. LOCATION TS 8x2x TB 1x5x'4 TS BEYOND N.T.S. 1 1 1 1 1 1 1 1 1 1 1 1 1 KPFF PORTLAND Z008/012 66 T$ 1x5 - TS 1x5 CANOPY SECTION SEMEN STANCE ASSOc TES ARCHITECTS, P.C. 5000 aw. i W RD. A LAIC =mop, OR MO (503) FAX [ ( 50 503) 670 - 0235 hsaAP ENO Conmatho Fs)pffrsro WSWMI Annum 9A• MOO Pabld p7porl QDf PARKWAY SUPERCENTER PHASE 1 - SOUTH PARCEL. ' g Y • E. wazrawaiT T>71E CANOPY SECTION - REVISED DATE 3/8/2000 /SCALE N.T.S. ' JOB 99557.02 DRAWING NO. RS -7 REFERENCE SHEET 2/83.1 ...„ w.r., �.;....... �..,. ............a..,"..- .......... M,,...,..,,..,., r.,. �,-,.... �• T•..,. �,A, M.<.,. r, �1.:.. wa.. r++. ve.- wn�nw+ nAxwx. ua�, n- reuwa ."u,.�o,.......�......__...,, 03/21/00 15:10 /32273251 • • GcoEu•g Incers• KPFF PORTLAND • Report • . Geotechnicaf Engineering 'Services • Proposed Parkway' S.upercenter • 'Tukwila, Washington February 23, 1998' For : .t MBK,•Northwest e. Filo No. 1284028- 01- 1130/0 007/012 .1 • is ES z fO: v 00: (o (0(u. W= J1— N LI-: W O }} ' LL N d = Z � al a 1- O• Z F-` 0' O co 1-; :W U — Z. lil UN Geo�Engineers 00/21/00 15:11 13"2273251 File No. 1284 -028 -01 GeoEngineers. Inc 8410 154th Avenue N.E. Redmond. WA 98052 Telephone (435) 861.6000 Fax (425) 861-6050 w�ww.geoengineers.coui Primed an recycled weer. MBK Northwest 7690 Southwest Mohawk Street Tualatin, Oregon 97062 Attention: Mason Frank Document ID: I284028R.DOC cc: KPFF Consulting Engineers Attn: Jerry Mitchell 111 Southwest Fifth Avenue, Suite 2500 Portland, Oregon 97204-3628 KPFF PORTLAND [it 008/012 We are pleased to submit four copies of our report, "Ceotechnical Engineering Services, Proposed Parkway Supercenter, Tukwila, Washington." Our geotechnical engineering services were completed in general accordance with our proposal dated August 13, 1997. A preliminary report was submitted for your review and comment on September 24, 1997. Site grading plans were developed for Building Area '2', Pad 'A', and the restaurant building pad in January 1998. We presented detailed preload /surcharge recommendations for these buildings in a design memorandum dated February 5, 1998. We appreciate the opportunity to work with MBK on this project. Please call if you have any questions regarding this report. Yours very truly, February 23, 1998 eers, In K. Tuttle, P.E. mcipal Consulting Engineers and Geoscientists Offices in Washington, Oregon, and Alaska z reW 00. co 0: co co w al g 4 . cn � _° �.w z z 1 z � uj U 0 ON 0 w uJ Z O ui U= O 1— z 03/21/00 15:11 $2273251 Portland. Oregon Mfg Consulting Engineers Ptajeat IGLU k W s4_ Location °font R Dt' Date Pevieed Coto Sheet No. �esp �3 Job No Ptav\ C- eGK 3 oaceks F6m vtq (1/94) Mi A rea P cat.r■ 4-1 I ev eV' = 643 -i- Ccuno � , 2/z 3- ►' + /53 . Pea. rt 4'r l.ev -e k / = 8 fri b 65 (5) ( 11 )( 5. 0 5- s �S�ort 2.5 Pri C.CCLv\o 1-) y KPFF PORTLAND Ty,o r - e ca.frr lb s S ( (2s1 -►S) (u) &.75) ¢- OP' }( ) 06 67 (Ls n.e..-e et 30(70 1- Z P4- �i ors GC v-/p Ley 2) to -a (7,S s t 4+, M s g o.._ ,._ 1 y •Z 44-- 8 (14.4 4.S .�-- Co h trd15 c.9 r. 1.1 r x / 1i Con ind / lit 1- Lev r7_ IJ 009/012 Z Et w . J U: U o: U U: .V) W : Wit n w o. 2 :I LL. Q = d` I- al Z O UJ w U � � .0 W LU 1U LL O Z U N. O Z 03/21/00 Portiond. Oregon D;4 111 - v5n. 4*- Pat ch), / / f7Bnse #/e) Le fit. ‘,1114, 4rC, i iy► t-c • - T3 1--- _ I. S" (Cord 1 S n �p tAe ra. - o r - 12. C, iY8) ' „ a `/ y 6 ;o 1.- ,e42 .-1--c. eQ evi e (J { owl (3 C. . .4 le_ -- i . G iS - I q t$' • UrsG FULL YRww. Ca.() a_ c 4-y 4 f• Dic.ph ri ij /' (v--,4 51 S2 , 3 ) 7 2.0 p i P x v er43 m,e-vv b. “..,4,44+, = 3 .iz “ fi. p t � > X76, © Prat irela Consulting fn gin eers I Loeahan !Client TRANSVERSE L - ATERttL 15:12 /22273251 y frifiu 2cola ' KPFF PORTLAND pctu - 1t„, � C S e y I D9 7 k ; (e. J,- Dote 3 113 145431 5to9 e. = 3. 2372 P�FI�c .2 Rovt od Date 11010/012 Shoot No Rep. •-,,' Job No. 3 .2p' plc 6 - 47 ,215" pt2 --- 2 75' ►� 03/21/00 15:12 e2273251 Portland, Oregon I'14 L. Fa R.0 a.s 2.2.1 /J1 st-opE 3-07N (1/94) Consulting Engineers Project Locoten CSerit eY "e 3/ lAirc Revised Date Sheet No. p 4t--10 Job No. KPFF PORTLAND p I Q. iftes..eommensgsmesnmestricalmine.- lit 011 / 012 2g io(, , 12.1.) = p/e • t- t 03/21/00 15:13 e2273251 KPFF PORTLAND Q012 /012 • Cansuffing Enpfnntrs Portland. Oregon (1/94) �(t 'Project I Wootton Cleat 2K Pk„ >. up Rowed Data Shed No. Job No D • s c., 44 ;. tw r,e5 ' _2 `� _77212_4; s) - ` .#t cr UO U) W Q N d: 0. Z F-• ut CI; Ni 'O W W. L � - O: — O z > �F .....w k (taFll j l tec l ir << " " <a THIS FUND IS AUTHORIZED TO BE ACCEPTED. SIGNED: V /0/I DEPARTMENT HEAD: �`tl L y-et, ` a ' V ' AMOUNT: # 2 � e CASH O CASH EQUIVALENT DEPOSITED THIS DATE: jr, 40 -CD CITY RECEIPT NO. RECEIVED BY: eU1 ,..-- tl NAME OF DEVELOPMENT: S_. e e DEVELOPMENT ADDRESS: leiC 5 • 030 51--- 1 CASH ASSIGNMENT NAME: G RGr - N �v� z 6,- _4„. TEL NO. as sy 9 yn SHALL BE REFUNDED BY MAILING TO: (please print) DESCRIPTION OF ITEMS TO BE COMPLETED (REFERENCE M Si p. Lod - 2 a. I A' r- &C) �:i: �,�v,,.,grK.iw�s��r�srr; r� ry wy, w�rvi 72 HOUR NOTIFICATION FOR INSPECTION AND RELEASE OF FJJNDS DEVELOPER'S REPRESENTATIVE: CASH f <SECTIO st' ( t ple tec CITY CHECK NO. 1 Z2-31 City of Tukwila D DEVELOPER'S Pi,#JECT WARRANTY REQUEST FORM A ADDRESS: o S. /0.. 1 CITY/STATE/ZIP \I - :�. r As the owner, gauthohzed agent of the owner, I hereby submit cash or cash equivalent in the amount of $ =-{ So ($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: ( / 0 / 3( I Cw ), 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 c late all work listed above prior to requesting inspection and release of these funds. 1 CASH EQUIVALENT - LE I I tR AUTHORIZING RELEASE Upon completion through Section 2, Finance personnel shall send copies to: - Developer - Finance Department - Permit Coordinator, DCD e-r C 4 Cjbr/ 68 /K. C S r s DATE: - oG PERMIT NO.: 0 2 c_ --0L4 a' authorize the release of the above cash assignment. ( L DEPARTMENT: p All work in this form has now been completed corn ork ident'rfie n ' n 1 of th s identified Section p and returned to department which authorized warranty. I hereby reque • inspection an• release of my cash/ h equivalent. / 4 4I' , /,/ DATE: /72 I have r = view - •/* e above work and found it acceptable and therefore AMOUNT: 1 4) a , 00 RELEASED THIS DATE: aL DI O I RELEASED lir4a2.41112A, . » FINANCE DEPT. Upon completion of entire form, Finance personnel shall send copies to: - Developer - Finance Department 1j ��f.., - Permit Coordinator, DCD �� ; (W • 09/1719( z w et 2 6 J U 00 U) = c - w w 0 g Q d 1-w Z = ZO w w 0 O N I— w I I - " —'O ..z w U O ~ z redacted January 26, 2001 Thank you. City of Tukwila Steven M Mullet, Mayor Department of Community Development Steve Lancaster, Director TO: Laurie Anderson FR: Brenda Holt RE: Refund (D2000- 048/MIS00 -283) Please refund $4,250.00 per the attached receipt. The work covered by this project warranty was inspected and approved by the Public Works Department. Please make the check payable to Green River Construction and I will forward it to them. I have enclosed a copy of the receipt for your use. 12_412.( , Public Works Director a te 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 z w ' 6 J U U O co 0 rn w ; N w; o . 2 g Q w Z 0 w uj 2 O 0 H. UJ = U _. O ~ z fi / f e d I b, dev op aut prized by Olt s�. NAME OF DEVELOPMENT: S,_,o DEVELOPMENT ADDRESS: . CASH ASSIGNMENT NAME: f ;Rrr-N le►u&2 Co Adc i TNT SHALL BE REFUNDED BY MAILING TO: ADDRESS: (, 4 v d 5-, i 4 (please print) CITY/STATE/ZIP 7,—% wA- DESCRIPTION OF ITEMS TO BE COMPLETED (REFERENCE H.. PLANS/DOCUMENTS WHERE ITEMS ARE DESCRIBED): N S, De of / b a ,r &PG .. L.► -cad As the owner, 2r authorized agent of the owner, I hereby submit cash or cash equivalent in the amount of $ 4 ($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: ( / v / , ?r / ), 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 cpmptpte all work listed above prior to requesting inspection and release of these funds. SIGNED: l?!� e e� 'cvma SIGNED: 4 V /0 /i y/DO DEPARTMENT HEAD: AMOUNT: 04 2., TO CASH 0 CASH EQUIVALENT DEPOSITED THIS DATE: ID 4 0 _co CITY RECEIPT NO. RECEIVED BY: THIS FUND IS AUTHORIZED TO BE ACCEPTED. >s'SE TION 3 �' to be'com''leted ..devel er ... 72 HOUR NOTIFICATION FOR INSPECTION AND RELEASE OF FUNDS DEVELOPER'S REPRESENTATIVE: staff CHECKED BY: 4 City of. Tukwila DEVELOPER'S PROJECT WARRANTY REQUEST FORM 7 TITLE: 44.C I have reviewed the above work and found it acceptable and therefore authorize the release of the above cash assignment. AUTHORIZED BY: i com'le te a::';:: 8 CASH EQUIVALENT — LETTER AUTHORIZING RELEASE CASH CITY CHECK NO. RELEASED BY: Upon completion through Section 2, Finance personnel shall send copies to: — Developer — Finance Department — Permit Coordinator, DCD l 5'6/ 68 h ,*.li• /a- fc S, /te Ati61. C H S r pA 6-4 S M N o... All work identified in Section 1 of this form has now been completed and returned to department which authorized warranty. I hereby request inspection and release of my cash/cash equivalent. DATE: AMOUNT: RELEASED THIS DATE: Upon completion of entire form, Finance personnel shall send copies to: DATE: / 0 - / PERMIT NO.: 0 7 cC')V --C1 -1 , TEL. NO. ab 4. ) q c, ? 4'Jt. DEPARTMENT: — Developer ihivJwiwNwe L414 reipyi , FINANCE DEPT. — Finance Department t( ��. — Permit Coordinator, DCD t 09/19490 Z W 6 U U rn J = r` WO I Z r`- H O Z O D- o1— WW I II Z W = U O Z Date: By A Distribution 6402 South 144th, Suite NI Tukwila, WA 96168 GRNRC148MA GREEN RIVER CONSTRUCTION CO., INC. Office: (206) 246-9456 Fax: (206) 246-2274 Project: 4 IC u./.17 St C4 4.7- -2_ Ph 4 ea / No • Subject: k-A--'A 12 4 h 5 With/To: Phone: If this does not meet with your understanding, please contact us in writing within seven days. THANK YOU. ..._ • --" 1 • i I • : , 1-4.4 r.cor A!" c9e (, exdA ( 4- F/4501.4( • , C 4 A e. s 60 4 •C4.4—.• 0 • I.,e4---/L • r i t••!••v! , .• ID Memorandum 0 Telephone Record 0 Note to the File 0 Minutes of Meeting Page of 412 • el4PgMftriffM7c , rM..1.!..V:.11.PIO SITIVANTPW'MPIA}SOWMPI.WMV.1111WPWatit z it' • re 2 C.) 0 . co CI U) LLL WI —1 I— CO u. uj 0 2 g Lt. < 1— Ili Z 1— 0 Z 1— • 0. 111 uj, 2 O co , CD 1— ill a l I 0 1— • E- z O D. 0 Z •S * * :lyk,l •S; :kA:1•S k *-*. *.k 0377;.!a1 ar t a ' vi '�n� )4eth��cls. t:l9l:i; 1l��tui:.icri: UR`L ,,` uKw!LA, 'WP. i•A* •k +t•:4 *1•�FA 1:4:1** ISMIT Number: R980 a rr 1 Permit N. 14Sr;Q(r : ?J3•;...1T!1gc =n MIS C. I1T5r . :! uP[�S U- I i` i .Lr 1 ' : t. a l C' e S` a isle} ,i , i 1 L�i�l Pr�vrn�� ;l; �l, 250.00 Total N ".• ;. ;:�, ;', .0 ` ;''•'' jA S;•4:1:4 *A•S. * ** *:1A **1:1* : k *:kkA:S.':1A # *k-k•A,S..A..s••1 �:1 `.k ,l :� • � •A :4 A :k .1 ;1 k •4 i• : � •A :k •k h..l ;F •.t :1 • • , Amount • "A c r: u n t Cad p i, ;; c r• h p t i o i�� 4,250.00 '000/0S6.908 BONDS/DEPOSITS . RFpr•intec! MA* 1-•5::1*• }k: *A *:S•A4:AA*A 10/19/00 09 :58 I RHNSI'tIT 4 c ?•A, k. A.. A••S•1 1 .A•k: + •A k A 4.2'60.00 101,1.9/ 00 09:56• i! RIVER CONS j "'; IMO • 7 - , z • • H re W 6 � � U O 0 0 w LL W 2 u. co = I--W z = Z W U� co 0 I- W F- LI_ W U = O F z 1Krazari & ASSOCIATES, INC. October 25, 2000 WBT\ pc GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION Mr. Rob King RC CONSTRUCTION & ASSOCIATES 20503 88' Ave. W Edmonds, WA 98026 RE: Special Inspections Parkway Supercenter Phase H 180 & Southcenter Parkway Tukwila, Washington Dear Mr. King, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors on October 17, 2000. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications, and the 1997 Uniform Building Code. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOC ES. INC. William B. Throne Regional Manager Pacific Northwest Division CC: BENNER STORAGE ASSOCIATES KPFF MALONEY & BELL CITY OF TUKWILA RECEIVED NOV O 6 2000 COMMUNITY DEVELOPMEN Offices Serving The Western United States KA No. 066 -00091 Permit No D2000 -048 1501 — 15`" Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 00091 dl 1 Krazari & ;sociates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE* / 7-0' v PROJECT N* Q66' 000 / l PROJECT: LOCATION: arer KRAZAN PROJECT MANAGER: ljt1 JV ' '4 t �u t tJ //TCe� NAB COPIES TO: sAr{J Q� / WEATHER: ��+q/977, Ge.OG .TEMP: wit/ si re': ,f5 DSA File, r ,,l No OSHPD No. Permit No CONTRACTOR: ,/1,4s-Ze I.O.R.: ,• TJ��� ✓�iG/ }� PRESENT AT SITE: C AJ77/4 C/IL� l � 1- (1-e� Ca /4e CJGL �C'/Pi D . LT rr . i ude6 7 4.4.)e, /J Gi•v i� �i•1/• /�� /�� 47 .�� /4/ Gds✓ r'.•1l/t#1/ c-e_ / /'d ;*-t/s To the best of my knowledge, the abo Superintendent/Representative: 226 N. Sherman, Ste. A, Corona, CA 9288 1501 15th Street NW, #106, Auburn, WA 98002 383 Equestrian Dr., Poulsbo, WA 98370 13434 N. E. 177th Place, Woodinville, WA 98072 • (909)549.1188 • (253) 939.2500 • (360) 598 -2126 • (425) 485 -5519 performed in accordance with the approved plans, specifications, and regulatory requirements. Technician: 215 West Dakota Avenue, Clovis, Ca 93612 • (559) 348-2200 4231 Foster Ave., Bakeisfield, CA 93308 • (661) 633 -2200 1025 Lone Palm Ave. #8G, Modesto, CA 95351 • (209) 572-2200 545 Parrott St., San Jose, CA 95112 • (408) 271 -2200 123 Commerce Circle, Sacramento, CA 95815 • (916) 564.2200 • ` eeta4 vie.w» R't r.r As, tpport 3' Mn,m,., nri,,.,...:.. w ,. ...,,...,.4 t „, , . ,,, ,:,,,,,p ,,, • n:: ua , , .o, , ,, ,„ z i „ ,, ,,+ - Ct1. c f 1'rVL..,... . ,,, 1 Q z ~ w re 1 6 00 W 0 J = t-- t0 LL w 0 II U O 1- w W � LL O .. z W • = O z William B. Thron Regional Manager Pacific Northwest Division WBT\DA\pc difiliKraza1 &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION September 27, 2000 7) FIEC OCT 0 6 2000 Mr. Rob King RC CONSTRUCTION & ASSOCIATES • COMMUNIT`l 20503 88 Ave. W DEVELOPMENT Edmonds, WA 98026 RE: Special Inspections Parkway Supercenter Phase II 180 & Southcenter Parkway Tukwila, Washington Dear Mr. King, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors on September 22, 2000. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications, and the 1997 Uniform Building Code. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIA S, INC. cc: BENNER STORAGE ASSOCIATES KPFF MALONEY & BELL CITY OF TUKWILA .fl:.d+'�Adf1u'lUit��' 'r'.W 21:FVU . Dean Alexander Principal Engineer RPE No. 30508 Offices Serving The Western United States KA No. 66-00091 Permit No. D2000 -048 1501 — 15 Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 00091 U 400 1 krazan & , DATE: I 2t- PROJECT #: 46.6 'DD009 PROJECT: £1fdiilfaiVe e›VOOP ,»1VMJ LOCATION: '' ``QQ KRAZAN PROJECT MANAGER: 143 A.e.ei vro on( m »4 geol ve-fi c 0 7'D /1 P" kfol6112Abtl4 A/An.-/A/1.- or J Jr F(4Oi' J' Mext-eftA14 J,' friezifj d?° /N &PECTlD N L I 6- ro v Li a ej r7.4104 / ra 17 Le w& 4/0/U )4- PArr e1vJ of .SIY+ 1.414 e.odecie ( s 42 .•i4L, kiceleovtAr 9/113 P 2, p3, /0•vo i°6 p f "We 402JeC(1670 14-4/ 64'V 2 JP tfc F r c4T1 » •/S4 J 4(b4, 6.vo .r/ 'a yy 6e. J JP4FC.17454 PF A / T ry f.�0 ��► ?; L ge A o e ro it Are f2,,, l,o t7 /12. 2A. ✓./1v To the best of my knowledge, the abo WAS NOT performed In accordance' h the approy}d plans, specifications, and regulatory requirements. l 3 rintendenVRepresentative: GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION SOCIate.S, Inc. DSA No. OSHPD No Permit No. CONTRACTOR: /S il 1 t/ tT (M NJ rievr-VOi ) I.O.R • 10/10e -T Agl;L'r PRESENT AT SITE: COPIES TO: Art or t,00llaooda.) WEATHER: ,fs/.dA/ f► Tec ?�G TEMP: 4011 226 N. Sherman, Ste. A, Corona, CA 9288 • (909) 549 -1188 1501 I5th Street NW, #106, Auburn, WA 98002 • (253) 939-2500 383 Equestnan Dr., Poulsbo, WA 98370 • (360) 598-2126 13434 N. E. I 77th Place, Woodinville, WA 98072 • (425) 485 -5519 215 West Dakota Avenue, Clovis, Ca 93612 • (559) 348 -2200 4231 Foster Ave., Bakersfield, CA 93308 • (661) 633-2200 1025 Lone Palm Ave. #8G, Modesto, CA 95351 • (209) 572-2200 545 Parrott St., San Jose, CA 95112 • (408) 271-2200 123 Commerce Circle, Sacramento, CA 95815 • (916) 564-2200 /��p • .0,1:1�;�d'. rMmemx.tASSPrn 7. ,'mgnr> ,- r ,, x:.,•, -riy zt�r� . :-.:rrr�+rreFILESevr'Y .. ... , ^ ," t:r...x:Kr1•req�4s�^s. ^•:;C?;w, ^*, :p.. ,s'tr•vw.Yn�•aeb�t.`.)x!rrtsr r, s Z xi- re w 6 U 0 co 0 co w 2 u-Q to = I- WI z � Z O - a t-- w LI O U O = ~ Z krazan & ASSOCIATES, INC. September 7, 2000 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION Mr. Rob King RC CONSTRUCTION & ASSOCIATES 20503 88 Ave. W Edmonds, WA 98026 RE: Special Inspections Parkway Supercenter Phase II 180` & Southcenter Parkway Tukwila, Washington RECEIVED S E P 2 7 2000 DEVELOPMENT Dear Mr. King, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors on August 30, 2000. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications, and the 1997 Uniform Building Code. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. William B. Throne Regional Manager Pacific Northwest Division WBTIDA \pc CC: BENNER STORAGE ASSOCIATES KPFF MALONEY & BELL CITY OF TUKWILA Dean Alexander Principal Engineer RPE No. 30508 Offices Serving The Western United States KA No. 066 -00091 Permit No. D2000 -048 1501 — 15`" Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 00091 d* doo RQ.MffrmRyeaw,, ('M`' ° .G'S+TSpS. w nw +.. wsro• Twsv..4 -.'nforo TyF'R N; aza1 & t sOCIates, Inc. DSA File// 'No. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE d &17'•2ZJIo PROJECT #• e 6- !o o5 PROJECT: n LOCATION: /rb 7 Sw ;)i €mi,' yl Aced ed y KRAZAN PROJECT MANAGER: 14/0 ARg' VED fin/ \p re e r4.f S P ED UcJ 7 71.3 Mv�',o t7 EAO X'! &WELT , CI- -EA dF //✓c$PC+G7i o41 WSJ g0D F L.4 %P r / t1 AJ r. ITR09 -CrroR 0,42(c-441:Q /•Jh7 MONO 6E; A.> c0 (Aid 50'Vert/7 /4/7O env wA$ s w (rx 5 - 4 i44ofria✓T coy?, ev„ 1.2 /4Lc�Nic/ U1)r /5A- c, 4)(;74 , , ,6,eiemd. Zoe/4724,4) aof 040rSH 4c /i frl) /2 " IF #41-eii .80.vo itsemi Q2 r�.1 i'9/✓b // 2. ����Ili7! lrF M'i. er -L.c/G LA-M.P, a.7 ff y /.)v k -i ti1/0 ' v 7t7 �fZ l iZG7g9 614 Aa>41,91.,4 To the best of my knowledge, the ab Superintendent/Representative: 215 West Dakota Avenue, Clovis, Ca 93612 4231 Foster Ave., Bakersfield, CA 93308 1025 Lone Palm Ave. #8G, Modesto, CA 95351 545 Parrott St., San Jose, CA 95112 123 Commerce Circle, Sacramento, CA 95815 AS NOT performed in accordan Tec • (559) 348-2200 • (661) 633.2200 • (209) 572-2200 • (408) 271.2200 • (916) 564.2200 CONTRACTOR: ! /o4W e 7 / 14 l,O.R.: 4414f71 Qom; PRESENT AT SITE: COPIES TO: e°,1 o f �.�C�✓IL.� -R WEATHER: t/WA> I-JS TEMP: Gtr J OSHPD No Permit No 122400. c. d plans, specifications, and regulatory requirements. 226 N. Sherman, Ste. A, Corona, CA 9288 1501 15th Street NW, #106, Auburn, WA 98002 383 Equestrian Dr., Poulsbo, WA 98370 13434 N. E. 1 77th Place, Woodinville, WA 98072 FILE COPY �•r;.pr.tt.ny..r�re,;. ?7, ,t� �.`e;!c..rw:s•� •:- r- �.r•„ve�n,.�,. • (909)549.1188 • (253) 939-2500 • (360) 598 -2126 • (425) 485 -5519 • krw^ nor. ,,. ; ^. , rrq.;,.:-:::" aC?w. i ' » t.Y . tK 1 ti W t 4 Z re w oo .0 w J H 0) w w 2 g Q D. I ._ w z � I— 0 Z I— ww U ON O I-. w i l l U O • ll Z - I O~ z lKrazan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION August 31, 2000 KA No. 066 -00091 Permit No. D2000 -048 Mr. Rob King RC CONSTRUCTION & ASSOCIATES 20503 88' Ave. W Edmonds, WA 98026 RE: Special Inspections Parkway Supercenter Phase II 180 & Southcenter Parkway Tukwila, Washington Dear Mr. King, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors from August 21 to August 28, 2000. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications, AWS D1.1 98 and the 1997 Uniform Building Code. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, ASSOCIATES, INC. (jj0 William B. Throne Regional Manager Pacific Northwest Division WBT\DA\pc CC: BENNER STORAGE ASSOCIATES KPFF MALONEY & BELL CITY OF TUKWILA Dean Alexander Principal Engineer RPE No. 30508 Offices Serving The Western United States 1501 — 15' Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 00091 dh.du9 i iV M!_"!f >,R<u7' RSAt„fA l+ ar!' ill.iW'.""lt:: :°.+A'S+!,^'', 5 gq:iw.c:;n�amr /,K;»- ry ".g1.4FR i/ 1S T 00,Nti VIWIEM !Yr(,h"Mi1 z W re 00 to 0 w = J i CO LL w 2 u _ d H= z � I— 0 Z ~ ▪ ui 2 p U 0 D I- w w I H r . • O Ii z O - 17-1 . O z a 4Krazan & A— sociates, Inc. GEOEECIINICAI ENGINEERING • ENb. .JNMENTAL ENGINEERING CONSTRUCTION TI SEING AND INSPECTION DATE: f —per PROJECT N: lop PROJECT: Aze./4✓4I f S,/ t m A. rL LOCATION: p f /42:71- $j KRAZAN PROJECT MANAGER: ❑ HIGH STRENGTH BOLTS ❑ A325 .I ANCHORS 4231 Foster Ave. Bakersfield, CA 93308 (805) 633 -2200 % of % of To the best of my knowledge, the abo Superintendent /Representative: 25418 74th Ave. S Kent, WA 98032 (253) 854 -1330 215 West T`a A Clovis, CA 93612 (209) 348 -2200 FILE COPY CONTRACTOR: / ,e1 Z_ I.O.R.: M 4 ALT"— PRESENT AT SITE: COPIES TO: WEATHER: _5744,4"), The bolts DID / DID NOT meet the required lbs. /ft. tension. CI Proof Load CI Torque Test total -inch 0 bolts were torque tested to DSA FileIAppl. No. OSHPL Permit No. jao?e:cto ❑ A490 El A Skidmoore test was performed on the -inch 0 bolts with the following torque readings: lbs/ft. lbs. /ft. lbs. /ft. lbs. /ft. lbs. /ft. Average torque reading: lbs. /ft. tension. El High strength bolt inspection was performed on the -inch 0 bolts at the following locations: Epoxy total anchors were load tested to tension at the following locations: Visual inspection was performed on r by .4ILL ` ia.s/� A/2, /S. C o/� �,ay w44L- 6A/it / ,4440 ADA L3pa 'i , c 4.4 I NOTES /- ❑ DISCREPANCIES 64. /9 % COMPLETE / ✓E.(t'r L Ah'c. 4,07-A1 f `7r- �� 'fez ,- L . . J , [ %.tasc,%.it k sa. f�cLZ /SO E — /./nos-z s,g. D L . AS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Technician: 550 Parrott St. #1 San Jose, CA 95112 (408) 271 -2200 TEMP: ; S lbs/ft. tension at the following locations: lbs/ft. 123 Commerce Circle Sacramento, CA 95815 (916) 564 -2200 . ,:r. N:?'.t!R: :.'.�1Wi.' },iTFiN' 417NLTO,rxl�!:q?t^ru:�•y.[ K'rSA e cv"J's'°:nt�^ ��' r-. y .,,....,:..,. ..r..,.:...r..,.....:r.:c:r*.�. r.:q. -erru W viray*,,,,.rmt`m.74 `.7'Mtle,..!!cw!..for w ,�u .. t�t..ae!rd ... ..Y'N�s:'+Sacrt4+t+ 2 cc 2 L " 6U 00 to CO J H WO u- ?. co a H W Z O uj DO tJ O � 0 I– Ww H- V_ .. Z W U = 0 H� Z AdiKra Zan. & Associates, Inc. GEOTECHNICAL ENGINEERING • E JNMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE' g ' 213 Z4)00 PROJECT #: 06k "1)C ,4 PROJECT: ,.rn r.'Y �SIJO�- C�•�TL�� LOCATION: KRAZAN PROJECT MANAGER: (rf *i GJ/ 7)/ . A/ /11(J,04.74 Go t%) J ,Oe 77 To the best of my knowledge, the above WAS / WAS NOT performed Superintendent/Representative: 215 West Dakota Avenue, Clovis, Ca 93612 4231 Foster Ave., Bakersfield, CA 93308 1025 Lone Palm Ave. #8G, Modesto, CA 95351 545 Parrott St., San Jose, CA 95112 123 Commerce Circle, Sacramento, CA 95815 • (559) 348-2200 • (661) 633-2200 • (209) 572.2200 • (408) 271 -2200 • (916) 564.2200 FILE COPY DSA File!Aanl. No. OSHPDN Permit No CONTRACTOR HALAW 1.0.R.: /Qo'€,;e et-Sir PRESENT AT SITE: COPIES TO: el TY 0f Weil-4)1(.4A WEATHER: iJNN7 4-iexider o CA/ (pre f,s. 4G-wilds-drew To /NJfl CT ODA/a�.J. &44,4' opt( Ore, 4h r2 WC- dni Vire n, dAteck /4) In accords t with the approved plans, specifications, and regulatory requirements. Techplci n: Q k 226 N. Sherman, Ste. A, Corona, CA 9288 1501 15th Street NW, #106, Auburn, WA 98002 383 Equestrian Or., Poulsbo, WA 98370 13434 N. E. 177th Place, Woodinville, WA 98072 TEMP: 70.1 • (909) 549. 1188 • (253) 939.2500 • (360) 598.2126 • (425) 485 -5519 ,.,.' ".'" Z Z fY � tJ O 0 CO 0 J F" • u- w ° u. c I- w Z � Zt— LIJ U • O O - 0 F— WW O ,z w O~ Z 44a1KraZan& ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION August 24, 2000 Project No. 066-00091 Permit No. D2000-048 Mr. Rob King RC CONSTRUCTION & ASSOCIATES 20503 88 Ave W Edmonds, WA 98026 RE: Compressive Strength Test Results Parkway Supercenter Phase II Tukwila, Washington Dear Mr. King, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. William B. Throne Regional Manager Pacific Northwest Division WBT/sm Enclosures cc: BENNER STORAGE KPFF MALONEY & BELL CITY OF TUKWILA Offices Serving The Western United States 1501 - 15 Street NW Suite 106 • Auburn, Washington 98002 • (253) 939-25Q0Jaaxi4aRat • Kkazail & Associates, Inc. 25418 74th Avenue South - .Kent, WA 98032, (253) 854 -1330 Project No. 066 -00091 co. Code 01542 Pour Date 7/24/2000 Report No. 3230 Weather Sunny /indoors Jurisdiction City of Tukwila Permit No. D2000 -048 Project Parkway Supercenter Location 5901 180th St Client RC Construction Field Data Supplier Miles Concrete X Prisms Mortar Grouted 8:45 50 511234 Grout Ungrouted Site Mix Plant No. 1 Flex Beams Other Conc. Air Temp. Temp. Unit Time Truck # Ticket # % Air Slump (F) (F) Wt. 4" 66 68 Placement Area Footings Walls Slab /Deck Slab X Columns Pilings Grids SOG lines 4.5 to 8 / F to A lines Grade Beams Other Remarks Concrete placed via line pump and laser screeded. Load over 90 min. temp: ok at 75. Inspector B Smith Laboratory Data Cyl. Test Field Wt. Max. Comp. Tested Break Code Date Cure Age Dim Area Lbs. Load Str. (psi) Set # By Type 01542 -1 7/31/200 7 4x8 12.56 45000 3,580 I JMD 3 01542 -2 8/21/200 28 4x8 12.54 62000 4,940 I AM 4 01542 -3 8/21/200 28 4x8 12.54 63000 5,020 I AM 1 01542 -4 01542 -5 01542 -6 01542 -7 01542 -8 Remarks Results Reviewed By Codes for Break Types: 1. Cone Reviewed By X Design Strength 3500 2. Cone & Split Engineer KPFF Architect Benner Storage Contractor Maloney and Bell Date Reviewed 4 3. Cone & Shear Reported Batch Data Cement Type I-11 Design X Actual Mix No. 15GS Cem. lbs. 5170# F. Ash lbs. 500# C. agg. lbs. 7/8" C. agg. lbs. 2 -- C. agg. lbs. 3 -- Sand lbs. 14400# Water 347 gal Admixture -- Other -- Air Ent. (orJcwt) -- MOM ROAM Water Added on Job (gals.) 4. Shear 10 Items Inspected X Conforming Non - Conforming Date Specimens Rec'd. 07/25/00 Test Method Other ASTM C39 C -1231 X Compressive X Flexural Test Results X Conforming Non - Conforming 5. Columnar (Split) ▪ w 6 00 � U) 0 W w_ J 0 u- w 0 II . O S UJ ▪ — l — : O : z i Krazari & ASSOCIATES, INC. July 31, 2000 Mr. Rob King RC CONSTRUCTION & ASSOCIATES 20503 88''' Ave. W Edmonds, WA 98026 RE: Special Inspections Parkway Supercenter Phase II 180 & Southcenter Parkway Tukwila, Washington illia frone' Regional Manager Pacific Northwest Division WBT\DA \pc GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION cc: BENNER STORAGE ASSOCIATES KPFF MALONEY & BELL CITY OF TUKWILA Dear Mr. King, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors from July 18 to July 21, 2000. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications, AWS D1.1 98 and the 1997 Uniform Building Code. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. - 2 ? ?r c_; Orr- Dean Rfexander Principal Engineer RPE No. 30508 Offices Serving The Western United States KA No. 066 -00091 Permit No: D2000 -048 1501-15 Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 00091 mr.aua K 'aZarl & A ociates, Inc. DSAFile /Ap OSHPD No Permit No 0 2 G 7 vn - OY8 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE ' / t" WOO PROJECT if: OL L - OOCr PROJECT: Al:feet, "��C', ^J LOCATION: f Pd l'7V I Jt.JTe ?C7 X,4 /<Gd)4 L/ KRAZAN PROJECT MANAGER: bie% ire Rl Dpi u 76 •4J Ie c7tJut5r6' ' 77 Molt) ? e l9A /tic) 0 E r LAU r4-1, 71 0A) Di C- Y )'J77) Z44r S la 4. r 1- /NE .rr E' ZiNe CJ4 .f. 7 uNE r 4 1. ec 4TRAc.713 ? u.,E 3 1/01_54 / "70 c Itt/ 14/44L. ,Q- n/W/Aidi of 4 / "4 iEJ, /-/ J WWt E d C E4AI o W/ 114 4 W/R( B2.W a 4 c.rY 140 took y s14.1 VJED 7D Jecat 7 bow _ vtE Afore htx XeeRve•Ytv s /01e7ez f 1 e4J4/ 6tR Eak V r 4e•oni 1/4 er e, •JL. eAvo 00e, To the best of my knowledge, the abov intendent/Representative: 215 West Dakota Avenue, Clovis, Ca 93612 8020 W. Doe Ave. Ste. B, Visalia, CA 93291 4231 Foster Ave., Bakersfield, CA 93308 1025 Lone Palm Ave. #8G, Modesto, CA 95351 550 Parrott St. #1, San Jose, CA 95112 (559) 348-2200 (559) 651.8267 (661) 633 -2200 (209) 572 -2200 (408) 271.2200 nti.< CONTRACTOR: 'fG d'az I.O.R.: / &c% , 6 ' /T PRESENT AT SITE: COPIES TO: eYr1 Of' TZ/ evic. .4 WEATHER: CCOUOY TEMP: l WAS NOT performed in accordance yfith the approved plans, specifications, and regulatory requirements. Tech 123 Commerce Circle, Sacramento, CA 95815 (916) 564 -2200 226 N. Sherman, Ste. A, Corona, CA 92880 (909) 549 -1188 25418 74th Ave. S, Kent, WA 98032 (253) 8541330 383 Equestrian Dr., Poulsbo, WA 98370 (360) 598 -2126 13434 N. E. I77th Place, Woodinville, WA 98072 (425) 48S -5519 _...._..... r: vrff ! ;, +' +HMA`.`,'Ii `;Y+}?.". T 5 ,1c?FS:ri(;s`:§++:t!;.r'V."�' z W re JO 0 0 w F. CO W w g Q I el w z �. � z t- w 0 O' o � w o w z U= O z DATE: __ 4LY__RDOa CONTRACTOR: / 4 PROJECT q• 0(4 - 0620_41 PERMIT NO D C�yB PROJECT: AtlawAY WAfteze ltffR _PNASEQ INSPECTOR: _SAE/WS LOCATION: _$ 0L__IS ./10e JURISDICTION: A17Y Op 74.1a477/L/3 KRAZAN PROJECT MANAGER: wBr WEATHER: ,oy TEMP: 1I(r2l22llT1. & Associates, Inc. STRUCTURAL STEEL SHOP WELDING qErV. T. ❑ MATERIAL ID ❑ item(s) inspected: 7.5. dabl]bPJ f/./t7 MJ6- (IA) A time 24 Arab 4.0 L.Ni GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION Location N' Welder qualification/certification verified for: 30EY M TeLVET 1 7E70 /3 11035" Sal 2407 EX P. . D477`, Fog. £i4m Act_ Posing L�Position: 119'lrocess: . 8 - "Weld Type: FILLET iir<d Size 3/16" t` C odes: �ERITC eRSRIZONTAL)(VERHEAD FCAW GMAW SAW C.P. AISC El NOTES El DISCREPANCIES El % COMPLETE P.P. TITLE 21 PLUG 3/8" TITLE 24 WELC‘G INSPECTION REPORT NO.: 14 5 3 U.T. ❑ M.T. ❑ P.T. I3E1WEEt) 3 AND 0 uA) 67.1ASEnS ON 4 &INC BC'TWeEJ1/41 Filler Metal: 1 "70/8 ' ❑ Other: ❑ Other: ❑ Other UBC ASME HOURS DESCPT IN OUT ST MIL To the best of my knowledge, the above AS WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: 4231 Foster Ave. 25418 74th Ave. S 38S Equestrian Dr. 13434 N. E. 177th Place 215 West Dakota Avenue 550 Parrott St. #1 1025 Lone Palm Ave. #8G 123 Commerce Circle Bakersfield, CA 93308 Kent, WA 98032 Poulsbo, WA 98370 Woodinville, WA 98072 Clovis, Ca 93612 San Jose, CA 95112 Modesto, CA 95351 (805) 633 -2200 (253) 854-1330 (360) 598-2126 (425) 485 -5519 (559) 348-2200 (408) 271.2200 (209) 572-2200 Sacramento, CA 95815 (916) 564-2200 �4R�A++ rule, 9!° r�aSYxrat v. �eavx+ xfisaw�, to:!, �: t!' Tt tae��xx±" z+ x�±: �c�» xrv��t�W9c�! 53` �aCta�n�► attaQSrn; �. rw. �a. ���c�wnnr... R nw.....„,,,.... �..,.>,,,, w.. � c, �.. �,,,.>.,,.,«,<,.. rM w-+- m�a�+ a• c: �r= �°:» �:: � .:.mnrra+tti?� �NC�t'tn!!4�!�ST� lF 4iiK razan & A ,ociates, Inc. DSA File/App. ..o. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING OSHPD No CONSTRUCTION TESTING AND INSPECTION Permit No Vig DATE 7 -2 /--C CONTRACTOR //2 z.eA' I r-4. PROJECT #: C.• Q+.r)9/ I.O.R.: -R . $/77d7 PROJECT: Zeba L /JAY 5'! A .,IQCf irree, PRESENT AT SITE: Z LOCATION: /Arn 7r 'Sexm>rC PJrMfV COPIES TO: H KRAZAN PROJECT MANAGER: I i/• . T. WEATHER: £ c i. TEMP: 734. J v U O CO O / Qt�/" rnn/ S/7'F » ›�c,FS`T Cot rLi 'd7 7a /J�n//7a/Z w ta / /w/.c>E-cr �� 2v7t..A" . /nrt'c7 A .2 7Gtn/� c N .!'t•7�1 JVA 7e) w LL C"Jl1 c rt'JN _ �d,i1/•t1L �;,ivi2/►�+F� G //VC A/ 7 7 7 S. W O eta 147 7U Latti - .i4-7F ZF/ Fitz,e_ 4.ipe 'ri AAt t2Aebiy) 7T g e'imi LA./AU- rt•,.v.. vs - ✓A72 /0=ie�r?7onl. �n D d � � = W Coi./7 2 .9e r-r).e : 7a G®n/Y7n/(« — ~z..�S N2./1.-14 ?!7 . t"' f _ ir»�Aei'.j�n/T. " �, Lc .91_ . f- ,CM..6?c ✓� /mot /a.►/ e2cJT r e Lvi .3.P.{ASSixik 1— o o9-A .4?C''d XP c ar1:7 if - 2.eC. w W Sf / V O �� AIL i�3�QF�4�� /.tiCS�/Z�.� !.✓� 77rt1�,s7 /!5l�77e�/� /r /P L� O if/LT/ ,'1V, td a�IC�CW/ `` f -- /11F� /HOC . 0 H _ e_donw=eY2/)?,i 4./C�' /' /hdnilt / F/ - 7 O,! O.. IMA.45R.:g A 4?GV z 1 = W I- I= Lk' 0 WZ - CO O~ To the best of my knowledge, the above WA WAS NOT erformed in accordance with the appro Superintendent/Representative: Technician: tans, sp Ions and regulatory requirements. 215 West Dakota Avenue, Clovis, Ca 93612 (559) 348-2200 123 Commerce Circle, Sac • 15 (916) 564 -2200 8020 W. Doe Ave. Ste. 8, Visalia, CA 93291 (559) 651.8267 226 N. Sherman, Ste. A, Coruna, CA 92880 (909) 549.1188 4231 Foster Ave., Bakersfield, CA 93308 (661) 633 -2200 25418 74th Ave. 5, Kent, WA 98032 (253) 854 -1330 1025 Lone Palm Ave. #8G, Modesto, CA 95351 (209) 572-2200 383 Equestrian Dr., Poulsbo, WA 98370 (360) 598-2126 550 Parrott St. #l, San Jose, CA 951 I2 ( 408) 277.2200 13434 N. E. 177th Place, Woodinville WA 98072 (425) 485 -551 ' L'f11 .! S+ fStRG' �1�R1!!> tK t:: �5' iH! e? M`oYVrn+wc,�y.nay.y,.,,,i.6�,yA < �° 1) Cyn�' S? �7�.;° r r,ty ^ "''"y;t', "K.ir»•:F'. Il "p.' "L�pY,.v,, r ,,,,, .w;-w,.••t ,,, t.,T 4 ., a lh.�.. ,,,tr.,„,, '„,i ". ti Z ACTIVITY NUMBER: D2000 -048 DATE: 2 -15 -2000 PROJECT NAME: FURNITURE BUILDING XX Original Plan Submittal Response to Incomplete Letter # _ Response to Correction Letter # _ Revision # After Permit Is Issued DEPARTMENTS: t o g i raDiviso r r Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: IY YV te. 4 t r'(%t ( r, - f - OW TUES /THURS ROUTING: Please Route Approved \PRROUTE.DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP REVIEWER'S INITIALS: Vein Structural Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions Fire Prevention III Planning Division CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Permit Coordinator DUE DATE: 2 -17 -2000 Incomplete Not Applicable Not Approved (attach comments) S S No further Review Required n DATE: ' I1— DUE DATE 3-16-2000 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: REVIEWER'S INITIALS: DATE: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D2000 -048 DATE: 2 -22 -2000 PROJECT NAME: FURNITURE BUILDING Original Plan Submittal XX Response to Incomplete Letter # 1 Response to Correction Letter # Revision # _ After Permit Is Issued DEPARTMENTS: go Building " Division degija 4-13.-6° Public 7'7 Works �lLuo�O Complete CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 Approved with Conditions 1: Fire Prevention 1 4 /NG, Z -U-OU Structural DETERMINATION OF COMPLETENESS: (Tues.; Thurs.) Incomplete Comments: TUES /THURS ROUTING: Please Route H Structural Review Required T4 No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE 3- 23-2000 Approved n Approved with Conditions Not Appro ce4(attach comments) ear66 (' l itaLeed 3 * , o REVIEWER'S INITIALS: DATE: Planning Division 11 11L. 2 -z5 -00 Permit Coordinator DUE DATE Not Applicable Not Approved (attach comments) DUE DATE: 2-24 -2000 REVIEWER'S INITIALS: DATE: z w re J0 0 CO CO LL, w 0 C O = w F = zF. I-0 Z I— w U � O N W uj H U LL' O Z Tr. O ~ z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D2000 -048 DATE: 3 -31 -2000 PROJECT NAME: FURNITURE BUILDING SITE ADDRESS: 5951 S 180 ST Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter # 1 Revision # After Permit Is Issued DEPARTMENTS: eS13 B�ildine Divjsio� _ .r HH r DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete I I Incomplete Comments: TUES /THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: Approved Approved APPROVALS OR CORRECTIONS: (ten days) Fire Prevention Structural Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved with Conditions REVIEWER'S INITIALS: 1'Romt.Doc Srr, +c +, -.r.; l ia,"JA^flt'{ :rmr,T+:• 1 : � ...• � •v. - ... ....: Planning Division VV/t• 44 Permit Coordinator Not Applicable DUE DATE: 4-4-2000 No further Review Required DUE DATE 5-2 -2000 DATE: Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: ACTIVITY NUMBER: D2000 -048 DATE: 8 -11 -2000 PROJECT NAME: FURNITURE BUILDING SITE ADDRESS: 5951 S 180 ST Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # XX Revision # 1 After Permit Is Issued DEPARTMENTS: B ildin t-)- Division 'p Public Works n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route Approved PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP a APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 Fire Prevention Structural Incomplete Structural Review Required Approved with Conditions n Permit Coordinator REVIEWER'S INITIALS: Planning Division Not Applicable No further Review Required S DUE DATE: 8-22-2000 n REVIEWER'S INITIALS: DATE: DUE DATE: 9- 19-2000 Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) DATE: rt'r.mrovr +!;vn •• * +rm *rw.rr.�.stt« si.�vcr, z w a J U 00 N W = J F. CO IL W LL Q I • d � w z� zI- IL w O - 0- w t!- O w z O F- z ACTIVITY NUMBER: D2000 -048 PROJECT NAME: FURNITURE BUILDING SITE ADDRESS: 5901 S 180 ST DATE: 10 -19 -2000 SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # XX Revision # 2 After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete Comments: Please Route PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP TUES /THURS ROUTING: Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Fire Prevention n n Approved n Approved with Conditions' Not Approved (attach comments) REVIEWER'S INITIALS: unxoutt.txx f. Planning Division Permit Coordinator No further Review Required DUE DATE: 10- 24-2000 Incomplete ri Not Applicable n DUE DATE 11 -21 -2000 DATE: CORRECTION DETERMINATION: DUE DATE Approved ri Approved with Conditions ri Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D2000 - 048 DATE: 10 - - 2000 PROJECT NAME: FURNITURE BUILDING SITE ADDRESS: 5901/5951 SOUTHCENTER PY SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # XX Revision # 3 After Permit Is Issued DEPARTMENTS: Building Division Public Works gi Stru ctural �CCI�/ IDA) - DETERMINATION OF COMPLETENESS: (Tues., Thurs.) / Complete -7 Incomplete APPROVALS OR, CORRECTIONS: (ten days) Approved Approved \PRROUTE.DOC 5/99 V PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Approved with Conditions CORRECTION DETERMINATION: Approved with Conditions n Permit Coordinator Comments: TUES /THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: I REVIEWER'S INITIALS: REVIEWER'S INITIALS: Planning Division DUE DATE: 10-19 -2000 Not Applicable n No further Review Required a DATE: DUE DATE 11 -16 -2000 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: Revision I Date No.. Received Staff Initials Staff Initials • Date Issued • Staff Initials Staff : Initials **Staff Initials I I 8 -11- Z.00ci I l,) E `Z Summary of Revision: 0 (W s (4 tol � Yr OGC. CFC1CL I I I 8 y,._ oO ru,Sj01St -. 0 I 'T S�.t cr —Frt)re% ,& c O .(30)(‘-)\ �Received I W E (< Summary of Revision: ,N,,i.k. s s cc.e wak '.' �.C`N, Received By: - Received By: D 6 k'v' Revision No. Date Received Staff Initials Date Issued Staff Initials Staff : Initials L I In-(q-00 I I 1 -Co I , Summary of Revision: 0 (W s (4 tol � Yr OGC. CFC1CL I I ct- C rr' S 'f�'U ru,Sj01St -. 0 I 'T S�.t cr —Frt)re% ,& c O .(30)(‘-)\ �Received By:y % '.' �.C`N, Revision No. ' - Date Received Staff Initials Date Issued' Staff Initials Staff Initials i I Summary of Revision: I • Received By: Revision No. Date Received Staff Initials Date - Issued Staff Initials i I I Summary of Revision: Received By: - PROJECT NAME: Furhii-Uir -1 2)1A\ ibl PERMI' J0: - ()L{g Original Issue Date: Site Address: 59,5 1 S . (¢J0 +k S t- - - - REVISION LOG please print) p (please "print) (please print) Revision No. Date • Received I Staff Initials Date Issued Staff Initials Summary of Revision: Received By: i (please print) (please print) 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 nail, fax, etc. Date: Z — ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # Revision # after Permit is Issued Project Name: Project Address: Contact Person: FURNITURE BUILDING 5951 S 180 ST Rob King Er Entered in Sierra on : Plan Check/Permit Number: D2000-048 Phone Number: Summary of Revision: E / cat-c. C-ttA 4-rtd Vs % 616 MK 1 cr "F4lC T6 �� C' cA ,p ` a 2-- 2 2 - 0 o , tIVED City OF 7UKWILA F EB 2 7 2noe PERMIT R Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Ot?' 02/17/00 Ia z 1z ce ~ w -J U U U0 . co J w u_< co a = W z �. ▪ O Z uj U o 1- I0 u. LLi z U =, O 1- z 1 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 nail, fax, etc. Date: ' ' — Cr) Plan Check /Permit Number: D2000-048 Response to Incomplete Letter # ® Response to Correction Letter # 1 El Revision # after Permit is Issued Project Name: FURNITURE BUILDING Project Address: 5951 South 180 Street Contact Person: Rob King Phone Number: Summary of Revision: 6 f-LL Q uGs<OACS j a /c /N [)(0 S/ nAl ))u /t- c ldoaks _:onrLt,cr770AL (-Aic61E72EJ r)(ZCL fog - tp6 �L G'Erawe f/ t- R fz. 01261)16 - 6-76 2 Ja HWY,E 6) 46 - E »Uti Cc473(ta — ( PtzQU(1 / /,O ,D rites cJ rc.c- at uccte �fch rrro Ake, ks - &4 T [c c uEt.c.. 2E4w-cc c.sb RECEIVED nYOI rUKWILN 3 1 2000 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: btun , ri' E 3" Entered in Sierra on ^', /-r 7) PERMIT CENTER 03/24/00 r Date: 8H i 20 City of Tukwila Department of Community Development Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Summary of Revision: E AP we k Entered in Sierra on R - OQ () Plan Check/Permit Number: b X000 - 0 41 • John W. Rants, Mayor Steve Lancaster, Director ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # after Permit is Issued Project Name: . T . k v\ - kuv2 c Project Address: S I S - I j Contact Person: Phone Number: y 7 S (La 1 RECEIVED CITY p= TUIWVILA AUG 1 1 2000 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: I \ 1 vY1JQ 06/29/99 er Boulevarc Suite #100 • Tukwila, Washington 98188 • (206) 431 -3670 • Fax (206) 4313665 w!ROEpa74 p trm.vgr...i" sopm i txoMoo rrtxt +cM t+<+!t ;yvro w?m r.rRa* 'Y'ra:3wr u..n�ctr tli?iiKA.! z w ' 00 O • UJ J = U) u_ wO LLQ 5.0_ w z� F- 0 Z • ~ U� O N 0 F- LU w HH a O Lii z. U = O F " z 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: /0/M/06) ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # after Permit is Issued Project Name: "C12t y Phc.A L Project Address: / cD t /- s , Contact Person: ( . Summary of Revision 6) k Es S & D4 /3ub6., TuA.,sS 2)CrtkiLS U4I�S F cart -, k Go tits Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 0" Entered in Sierra on 10 ( q " 00 Plan Check/Permit Number: C) '000.v+Q ce? RECEIVED CITY OF TUKWILA OCT 192000 PERMIT CENTER John W. Rants, Mayor Phone Number: S —)' V /9z/ 06/29/99 ,,,•„ „ „ b0.0, 1, agYA AgUill 0 T a, Washln ton 98188 • (206) 4313670 • Fax- (2obJ 41313605 z z 6v . U 0 w= H CO U., . w0 jI j ON 0II- I LL ' uJ u'O ui z ULo. z City of Tukwila Department of Community Development z re 2 0 O 0 W H w � 2 I— IA Z = ZO w Project Name: et e 64W (( sl E,�Lc�itl7'EK- &SE -� v SQ O N Project Address: ._"'" / f s S S/ 52, /80 Sr 0 H w Contact Person: Pac3 f inc G. Phone Number: 4 s -77 l'- /S . I U REi /NI O Summ of Revision: ��G ZUC?sT U L72/gcv c. (EGOCoc, w co ary �F �Tal S yS1r ac.oc,ts� ca!2 maisrwal rrwuairs .yr uowxn.:. :.��..�:r'Z Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: /0 9/00 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # f' Revision # fired t f'f after Permit is Issued Plan Check/Permit Number: U Woo - 0 6¢7 S E., Co (N ivc• c k.deEwrcr PT-7'c/'v ,2 €4u.(.tE6 To Scc. fPore- Ex r - r - s /DEcAFC/, )¢ 5 IE u (a€0 . ' Y . 7 - c(c/G 4► t cot P(1 w so,v vc /A? ck_ Pk FU /occ SL y piz v1/u4 2 &a.QES ?£4 S y V. 6 / ctu (.1 vacs OE er - DM) TO PEt2M /T Serf n44.. l ©/3o/Z00o j5 John W. Rants, Mayor Steve Lancaster, Director Sheet Number(s): �< �Zb C K (, It-c a cx t c. 7 I "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: frt(2e'I' Y Entered in Sierra on 10 52O ( o RECEIVED OCT 1 8 2000 TUKWILA PUBLIC WORKS 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431 - 3665 z City of Tukwila Fire Department Thomas R Keefe, Fire Chief Fire Department Review Control #D2000 -048 (510) Dear Sir: February 25, 2000 Re: Furniture Building (MBK Northwest) - 5951 South 180th Street 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 444444____ ...MSEe STEME d R). s.vtIr mgasea TTC'.F7'nzit glvo- I°1re:Nr.,(!41W,e.I'v'yRy MiA:'A14,1 9 1 1 it .+..'Si. 'i{ ,X, `. A'YN,t z re w U co 0 W W J N � W g Q = d : W Z F F- O ZF-- w O � w IL 6 . .z 022, O H- z City of Tukwila Page number 2 3. Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) 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) 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) Gates and barriers shall be openable without the use of a key or any special knowledge or effort. Gates and barriers in an exit shall not be locked, chained, bolted, barred, latched or otherwise rendered unopenable at times when the building or area served by the exit is occupied. (UFC 1208.2) Steven M Mullet, Mayor Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 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) Fire Department Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 k�a, �K�' �'..' 1['. v!!` U�MfI+ Y`: �' ����r+ mzsa[ N[ r�uxiwrcxaasn. x. x�: nae! x[ tcai•. rsrron+ rr. R�; a„ e+ rtw[ a� ..�..rTr•�v+mu z �e+ �. sw.; �• fe+. !7mna ":;Y;wuz�!a[�TL4'�rYRWn��! }?WRFC{fYY•ngnwe��...� w 6 .J U 0 U � w O. 2 QQ u. w z F` zO O— o �_ o =w u O: w z O I z City of Tukwila Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief Page number 3 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) Exits shall not pass through kitchens, storerooms, 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) 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) Manually operated edge- or surface - mounted flush bolts and surface bolts are prohibited. When exit doors are used in pairs and approved automatic flush bolts are used, the door leaf having the automatic flush bolts shall have no door knob or surface - mounted hardware. The unlatching of any leaf shall not require more than one operation. (UFC 1207.3) All exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 1 1/2 hours in case of primary power loss, the exit signs shall also be connected to an emergency electrical system provided from storage batteries, unit equipment or an on site generator set, and the system shall be installed in accordance with the electrical code. (UBC 1003.2.8.5) Exit doors shall be maintained in accordance with Section 1207. Exit doors shall be maintained in an Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 t It!f'atmv.!`m r 19.'iv w omus'Lr*s °_59`.smia J9'strxim- a` ar.."•• ,new^mrren�rn.��- <an.v. wvr�r �MUn�ac.om�� +n w�h• ^a:rlVrYtrYt^ tam '" r..� z 6. UO cn O LL w O g Q. cn w I— F' O w ~ w O N LIJ = U u. ra w z 022 O ~ z City of Tukwila Fire Department Thomas P Keefe, Fire Chief Page number 4 Steven M. Mullet, Mayor operable condition. Doors installed as part of required fire assemblies shall be maintained in accordance with Section 1112.2. (UFC 1207.1) Horizontal or vertical sliding and rolling fire doors shall be inspected and tested annually by the owner or the owner's authorized representative to check for proper operation and full closure. Resetting of the release mechanism shall be done in accordance with the manufacturer's written instructions. A written record shall be available to the inspection authority. (UFC 1001.5.1, 1111.2) 4. An approved automatic fire sprinkler - extinguishing system is required for this project. (City Ordinance #1742) Local U.L. central station supervision is required. (City Ordinance #1742) A11 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) Maintain minimum 40 degrees F temperature in all areas to prevent sprinkler pipe from breaking and causing unnecessary damage. (NFPA 13 -4- 14.4.1.2) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 .wa..+w.+n••w+sxr rrs•w+ Irv. usarn... wzs:+ ur•'. r..... wmesmxr.«. o+:+ n, wmw .wn•.•>•.�sraW....�+.u•.u.w S J u4vKyLUy .�.r, ^aMr.�ttiw,(•+.� {to)t fi" Lyr�rlt�Cdpil{,:. 1NN�: KS• pYY: �:% fQb�l.:• MN�I S. nYiTJ NVf��S��J. k� /1!iMW,iK}{ %1R.t{(r,+f'(yb{.p,y City of Tukwila Page number 5 Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief 5. The fire department connection (FDC) shall be equipped with a 5" Storz fitting(s). (UFC 1001.10) 6. Calculated sprinkler systems shall be designed with a 10 PSI cushion for low reservoir conditions. (City Ordinance #1742) 7. 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 #1742. Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (1- 5.2.8.2)) 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 #1742) (UFC 1001.3) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 8. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110- 16(a), NEC 110- 16(c)) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 9. Your street address must be conspicuously posted on Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206.575 -4439 I: 6+ r R;+ N! eF! APW ,,r, tymksyterwatmrris *. app: , intre5,1^14 1!Atta`tOx 01 w 6 UO CO CI W = J W • O 2 gQ El i s F- _ z � H Z F-- w uj U� O D . o f-- w w Z F- ! . L I O w z U D. O~ z City of Tukwila Steven M. Mullet, Mayor Fire Department Thomas R Keefe, Fire Chief Page number 6 the building and shall be plainly visible and legible from the street. (UFC 901.4.4) 10. Fire doors, fire windows and fire dampers shall have a label or other identification showing the fire protection rating. Such label shall be approved and shall be permanently affixed. (UBC 713.3) 11. When fire dampers are required to maintain fire resistance of construction, they shall be installed in accordance with their listing and U.B.C. Standard #43 -7. (UBC 713.11) 12. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 13. Racks designed for high -piled storage must comply with section 2207 of The Uniform Building Code. Please contact The Tukwila Building Department for details pertaining to design and installation standards. 14. Where storage height exceeds 15 feet and ceiling sprinklers only are installed, fire protection by one of the following methods is required for steel building columns located within racks: (a) one -hour fire.proofing, (b) sidewall sprinkler at the 15 foot elevation of the column, (c) ceiling sprinkler density minimums as determined by the Tukwila Fire Prevention Bureau. (NFPA 231C, 3 -2.3) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206-575-4439 •tar rrrsv • ' , WA. e" s.,rrn axxrr1.1".%. +rxmcYrxw. saran:uprgtn;••x?t?;rxu;"-+?i* ^cMt' .htifi4 trft"4��+..E! • City of Tukwila Page number 7 Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 "u+ ' Ai: v ^1 "ice datrAlt; .«..: C..ac ",a.xiSxiLS1G�� / 1 Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtubs and/or shower 4'' ' 2 ' Or Dental units or lavatory 1 1 Dishwasher 4 2 Z Drinking fountain (each head) 1 1 'L Z Hose bibb or sill cock 5 3 'Z G 4i Laundry tub or clotheswasher 4 2 Sink, bar or lavatory 2 1 8 (4 Sink, clinic, flushing 10 10 k' Sink, kitchen 4 2 ►- Sink, other 4 2 1 Sink wash, circle spray 4 4 0 - -, Urinal, flush tank 3 3 Urinal, pedestal 10 10 Urinal, wall or stall 5 5 7— t0 Water closet tank 5 3 9 Water closet, flush valve 10 6 ier- Non - Residential Sewer Use Certification (To be completed for all new sewer connections, reconnections or change of use of existing connections. KING COUNTY This form does not apply to repairs or replacements of existing sewer connections.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council but is limited by state law to $10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi- annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 684-1740. (Please print or type) _ Owner's Name is iP€ tccuvCif.6 .Pat5is LL.-C Property Tax ID # 3 Z 30' -g0 3 (' - 0 v (Last, First, Middle Initial) Property Legal Address: Subdivision Name Lot # Subdiv. # Block # Property Street 'S. Address .543 I /S' 5 ( Sc. . t 8'JT S r. City, State, Zip 11.1(L(43't c-44 t (i.M g ( Owner's Phone Number (5a3 ) 6 7 6 - 7 400 Owner's Mailing Address: (if different from above) ,5 3 Yt+u(61-&r tt-; R4 L(,LOSwf 0 0 t1L, g Za3S�' 1058 (Rev. 11/98) Residential Customer Equivalents (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units 20 White - King County A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Total Fixture Units 6 c RCE f S.ik .d)1 3 SZ ; x!or King County use f s A h i Y S� /d bt3 11 d x{ 3 s£ z •'fit �£• ti.f7 x .at. >,'d .s y,f Yx;l "s= tH'es:.. '3p^ Account # M onthly , Rate 1; Six Month Du Building Name (if applicable) Party to be Billed (if different from owner) *v4([( K, cc/ . Party's Mailing Address: (if different from property address) 7 S c v ��& 2 D• 6 7\ � S 4r£ f (2.470341" or Property Contact Phone # (. ( 3 6 - " - LOCO City or Sewer District Date of Connection Side Sewer Permit # B. Other Wastewater Flow >?ER�11tT c ENZER (in addition to Fixture Units identified in Section A) Date Type of Facility /Process: c t (tAZ rra f2� Estimated Wastewater CSischarge: b 0 Gallons /day Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gaVday) = A B 187 C. Total Residential Customer Equivalents: (add A & B) 3 7‘ (8.6 cf RCE I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will r quire resubmission of corrected data for dete ,�, tion of a revised capacity charge. Signature of Owner/ Representative Print Name of Owi Representative (b IS I404 c- /1mi3l< 1 3 3 ( - 66 Yellow - Local Sewer Agency Pink - Sewer Customer D2030-o48 •7.71 e rl KWitA MAR '3 1 2,000 RCE Z I- re W QQ � JU 00 co D III w o u_ = d . � Z = I Z I— U • D O N I- • 0 W W. I u. w z O Z 04/17/2000 12:38 4257028732 Tl o <1 ,q„ N E R1 54524E0 (6l97) DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL ' J• /.1994 MALONEY & BELIi NW GEN INC 1 REDMOND WA 98 052 4 -- Detach And Display Ccridicalc MALONEY AND BELL NW PAGE 02 .f z � re W JU U O; to W W O g .Q N � = O : W . I Z F Z H: UJ U0 O N 0 I W - O Z Cr =; O H Z ilesevuommemmillei AB. 4:LOUST. ADJ. APPROX. ARCH. ASPH. AUTO. AFF. ANSI. BD. BLDG. BLK / BLK'G. BM. BOT. B.O. CA5. 4 R CLG. CLR COL. GOND. LEGEND O X Y X k 4 X O EXITI ABBREVIATIONS AT ANCHOR BOLT ACOJST IC /ACCOUSTICAL ADJACENT ABOVE FINISH FLOOR AGGREGATE ALUMI:YJM ANODIZED APPROXIMATE /APPROXIMATELY ARCHITECTURAL ASPHALT AUTOMATIC ABOVE FINISHED FLOOR AMERICAN NATIONAL STANDARDS INSTITUTE BOARD BUILDING BLOCKING BEAM BOTTOM BOTTOM OF CABINET CERAMIC CENTER LINE CEILING CLEAR COLLPN CONCRETE CONDITION GRID LINE INTERIOR VIEW KEY FOR FINISHES ELEVATION REFERENCE BUILDING SECTION WALL SECTION DETAIL REFERENCE ROOM NUMBER FIXTURE REFERENCE DOOR NUMBER KEY NOTE MATERIAL FINISH HEIGHT ABOVE FINISH FLOOR EMERGENCY EXIT SIGN PLAN CHANGE AFTER BID CONN. COSTT. CONT. CORK CU. ChM. C.I. CJ. rMU. e OR DIA DBL. DEPT. DIM. DISP. DN. DR DWG. DTL. D5. DF. CONNECTION CONSTRWGTION CONTINUOUS CORRIDOR CUBIC CUBIC FEET PER MINUTE CAST IRON CONTROL JOINT CONCRETE MASONRY UNIT DIAMETER DOUBLE DEPARTMENT DIMENSION DISPENSER DOUN DOOR DRAWING • DETAIL DOWN SPOUT DOUGLAS FIR EA EACH ELECT, ELECTRIC/ELECTRIC, EL./ELEV. ELEVATIONFLEVATOR EQUIP. EQUIPMENT Ea. EQUAL (E) EXISTING EXIST, EXISTING EXP. EXPANSION EXTING. EXTINGU151-/EXTINGUISNER DEVELOPER M B K NORTHWEST LIMITED 7690 S.W. MOHAWK STREET TUALATIN, OREGON 97062 TEL: (503) 691 -9500 FAX: (503) 684 -7272 ARCHITECT A TUKWILA , WASHINGTON PHASE II - SOUTH PARCEL BENNER STANGE ASSOCIATES ARCHITECTS, P.C. 5000 S.W. MEADOWS , SUITE 430 LAKE OSWEGO, OREGON 97035 TEL: (503) 670 -0234 FAX: (503) 670 -0235 STRUCTURAL ENGINEER KPFF CONSULTING ENGINEERS 111 S.W. FIFTH AVENUE, SUITE, 2500 PORTLAND, ;OREGON 97205 -3523 TEL: (503) 227 -3251 FAX: (503) 227-7980 CIVIL ENGINEER UtDER SEPARATE PACKAGE BARGHAUSEN CONSULTING ENGINEERS 18215 72nd AVENUE SOUTH KENT, WASHINGTON 98032 TEL: (425) 251 -6222 FAX: (425) 251 -8782 LANDSCAPE ARCHITECT BARGHAUSEN CONSULTING ENGINEERS 18215 72nd AVENUE SOUTH KENT, WASHINGTON 98032 TEL: (425) 251 -6222 FAX: (425) 251 -8782 GENERAL NOTES I. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE DOGS. AND ON THE JOB PRIOR TO EXECUTION OF ANY WORK AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCY. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED DUE TO HIS FAILURE TO DO 50. 2. ALL MATERIALS AND WORKPIANSHIP SHALL CONFORM WITH ALL STATE AND LOCAL JURISDICTIONAL BUILDING CODES AND REGULATIONS. 3. NEITHER THE OWER NOR THE ARCHITECT WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN. INSTALL, AND MAINTAIN ALL SAFETY DEVICES MID SHALL BE SOLELY RESPONSIBLE FOR CONFORMS. TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND WEALTH STANDARDS, LAWS AND REGULATIONS. 4. PROVIDE FIRE EXTINGUISHERS WITH REQUIRED SIGNAGE AS REQUIRED BY FIRE DEPARTMENT FIELD INSPECTOR DURING CONSTRICTION, FRONDE A PORTABLE FIRE EXTINGUISHER WITH TYPE AB,G RATING WITHIN 15 FOOT DISTANCE TO ALL PORTIONS OF THE JOB. S. PLANS FOR ALL FIXED FIRE PROTECTION EQUIPMENT SUCH AS STANDPIPES, SPRINKLER SYSTEMS, AND FIRE ,ARM SYSTEMS MUST BE SUBMITTED TO AND APPROVED BY THE FIRE MARSHALL, FIRE SPRINKLER ENGINEER AND TENANT PROR'TO INSTALLATION OF EQUIPMENT. 6. ALL DIMENSIONS TO FACE OF STUD, CENTERLINE OF STEEL OR FACE OF MASONRYIUNLESSOTNERUISE NOTED. PROJECT MUST COMPLY WITH CHAPTER II CF 1991 UBC WASHINGTON AMENDMENTS. NOTE THE FOLLOWING SPECIFIC REQUIREMENTS, y L '11063.1 Operation. Nandlee, pulls, latches, locks and other operating devices on d ore, windows, cabinets, plumbing fixtures. and storage facilltlea, shall have a lever or other shape which.will permit operation l wrist or arm pressure and which dose not require tight graeplrg, pinching or twietlrg to operate. Dooms *hall comply with Section 10033,5 ` The fOrCe LO' activate. COntrole on WvatOrlse and. water fountain* aced /' FINN valve& on watep clo*ets and urinals shall not. be greater than 5 pawida.' \ ( ' 110632 Mounting Heights. The highest operable part of environmental r and other control*, dispensers, receptacles, and other operable equipment ) ( shall be within et least one of the reach ranges specified in Section 11062.4 ` and not lose than es In walls above the floor. Electrical and' i ne ' a L v a th e Flo receptacles on wells shell be mounted t e m lase ch of 5 Inc a a the floor. an 4 5 InG were shell the mounted at not lean than 36 Inches and 1 not more than 48 Indite above tin floor.' BUILDING CODE A PROJECT LOCATION: SOUTH CENTER PARKWAY 4 5 180th STREET TUKWILA, WASH. B. 1591 EDITION UNIFORM BUILDING CODE WASHINGTON AMENDED C. CONSTRUCTION TYPE: • III - NONRATED :FULLY SPRRaKLERED. D. OCCUPANCY GROUP: M (MERCANTILE, E. ZONE CLASSIFICATION: TUG - DISTRICT F. SEISMIC ZONE: 3 41994 UBC CHAPTER I6 FIG- I6-2, G. MAXIMUM ALLOWABLE AREA - TABLE 5 -63: BASIC ALLOWWABLE- AREA INCREASE WITH FIRE PROTECTION: AREA INCREASE W/ 2 YARD SEPARATION: MAXIMUM ALLOWABLE AREA: H. MAXIMUM HEIGHT OF BUILDING - TABLE 5 -5: I. ALLOWABLE NEGFIT: 40' -0' 2. PROPOSED HEIGHT: 31 -0' I. NUMBER OF STORES - TABLE S -B: I. ALLOWABLE TWO STORY 2. PROPOSED: ONE STORY J. EXIT CALCULATIONS: OCCUPANT LOAD: 42,000 SF / 30 • 1400 RE QUIRED EXIT WIDTH: 4400 x 2 • 280' ACTUAL EXIT WIDTH: 396' K FIRE RESISTANCE RATINGS - TABLE 5 -A • TABLE 6 -A: BEARING WALLS - EXTERIOR: BEARING WALLS - INTERIOR NONBEARING WALLS - EXTERIOR STRUCTURAL FRAME: PARTITIONS - PERMANENT: S144FT ENCLOSURES . FLOORS AND FLOOR - CEILINGS: ROOFS AND ROOF - CEILINGS: EXTERIOR DOORS N WINDOUS: STAIRWAY CONSTRUCTION: OPENING PROTECTION: Rp00 SF. 36,000 5F- 18,000 SF. 54,000 SF. 2 HOUR NON -RATED 2 HOUR NON -RATED NON -RATED I HOUR NON -RATED NON -RATED SEC. 60432, SEC. 6044 NOT PERMITTED • 5-0' PROTECTED . 20' -0' DIRECTORY BUILDING DEPARTMENT CiTY OF TUKWILA 6300 SOUTH CENTER BLVD. TUKWILA, WASHINGTON 98188 TEL: (206) 431 -3670 FAX: (206) 431 -3665 PLANNING DEPARTMENT CITY OF TUKWILA 6300 SOUTH CENTER BLVD. TUKWILA, WASHINGTON 98188 TEL: (206) 431 -3672 FAX: (206) 431 -3665 PUBLIC WORKS DEPT. CITY OF TUKWILA 6300 SOUTH CENTER BLVD. TUKWILA,' WASHINGTON 98188 TEL: (206) 433 -0179 FAX: (206) 431-3665 ZONING CODE t APPLICABLE ZONING CODE B. ZONE DESIGNATION C. TOTAL BUILDING AREA RETAIL BUILDING (NEW) RESTAURANT PAD BUILDING (EXISTING, D. SITE AREA E. BUILDS. COVERAGE r %, F. MAXIMUM HEIGHT G. MINIMUM BUILDING SETBACKS FRONT LOT LINE REAR LOT LINE N. REQUIRED OFF-STET PARKING 12 ,200 SF. 456 ACRES. / 198080 5P. 21 % 115 FT. A ALL MEP BORK TO BE DESIGN / BUILD. 15 FT. 10 FT. (SEE SHEET AU, LIGHTING / MEP NOTES B. ALL EXTERIOR LIGHTING FOR BUILDING AREAS TO COMPLY WITH lUSEL. SECTION 1532. O, ELECTRICAL CONTRACTOR TO PROVIDE PLANS LIGHTING SCHEDULE AND / OR SUPIR2RTING DOCUMENTATION, AS REQUIRED IN WSEL. SECTION 1141. IOfXY 0 EXT. EXTERIOR GALV. GALVANIZED MANUFF'IFR MANUFACTURER REINF- REINFORCED/RENPORCING TEMP. TEMPERED EJ. EXPANSION JOINT GA. GAUGE MRS. MASONRY REQ. REQl1IRED T._ THICK 7.1U. EACH WAY GEK GENERAL MAT. MATERIAL REV. REVERSE TTP. TYPICAL MAX_ GL. GLASS MAXIMUM RM. ROOM T a G TONGUE AND GROOVE FDTK FOUNDATION GYP. GYPSUM M.D.O. MEDIUM DENSITY OVERLAID R RADIUS TA. TOP OF CURB FFE. FINISH FLOOR ELEVATION GYP. BD. GYPSUM BOARD NEC & MECHANICAL RD. RAIN DRAIN/ROOF DRAIN TAI. TILE COUNCIL INSTITUTE FIN FINISH G.L. GLU -LAM MEMB. MEMBRANE RC ROI H OPENING TJ. TROWEL JOINT/TOOL JOINT FN FACE FINISH FACE MEZZ. MEZZANINE TAA TOP OF ASPHALT PARKING FL. FLOOR HCMCAP. HANDICAPPED MN. MANHOLE SCHED. SCHEDULE TAU. TOP OF CONCRETE FT. FOOT H.C. HOLLOW CORE MIN MINIMUM SET. SEGTICNI TAD. TOP OF DECK FTC. FOOTING HDR HEADER MISC. MISCELLANEOUS SHT. SHEET TAM. TOP OF FRAMING FE.C. FIRE EXTINGUISHER CABINET HORIZ HORIZONTAL M.O. MASONRY OPENING SHT'G. SHEATHING TAM. TOP OF MASONRY F.O.F. FACE OF FINISH HR HOUR MTL METAL 5Q SQUARE TAP. TOP OF PLATE F.011. FACE OF MASONRY HT. HEIGHT SQ FT . a IARE FEET TP. TOILET PAPER F.O.S. FACE OF STUD HB. HOSE BIBB (N, NEW SIM. SIMILAR TPD. TOILET PAPER DISPENSER HM. HOLLOW METAL NOM. NOMINAL SPEC. SPE CIFICATION T.S. TUBE STEEL H.VAC. HEATING VENTILATION AND NO. NUMBER STD. STANDARD TA. TOP OF SHEATHING AIR CONDITIONING N.I.C. NOT IN CONTACT STL. STEEL T TOP OF WALL IN. INCH STAR STORAGE INSUL. INSULATION Oil. OPPOSITC HAND STRUGT. STRUG'NR4L' UNIFORM UG. UNDERGROUND INT. INTERIOR OPG OPENING SUSP. SUSPENDED ' UB.C. UNIFORM BUILDING.CODE OPP, OPPOSITE 'YS. SYSTEM UNA. UNLESS NOTED OTHERWISE JT. JOINT - 0.C. ON CENTER S. AND 5. STAIN AND SEAL VEN, VENEER UST. JOIST S. AND V. STAIN AND VARNISH VERT. VERTICAL PERM. PERFORATED S.C. SAW CUT/SOLID CORE v.C.T. VINYL COMPOSITION TILE LAM, LAMINATED PLYW'D. PLYWOOD 5D. SOAP DISPENSER LAV. LAVATORY PB. PARTICLE BOARD SM. SHEET METAL W/ WITH PROPERTY LINE/PLATE S.S. STAINLESS STEEL WD. WOOD PT. PRESSURE TREATED WIN. WINDOW P.T.D. PAPER TOWEL DISPENSER OP. WATERPROOF WY WEIGHT W. WIDTH W.G. WATER CLOSET WF. WIDE FLANGE SHEET INDEX ARCHITECTURAL A0.0 COVER SHEET A1.1 SITE PLAN Al2 SITE AND PLAZA DETAILS A1.3 SITE AND PLAZA DETAILS A2.1 PLAZA PLANS A2.2 MAIN FLOOR PLAN A2.3 REFLECTED CEILING PLAN A2.4 ROOF PLAN A31 EXTERIOR ELEVATIONS By A4.1 WALL SECTIONS A4.2 WALL / CANOPY SECTIONS A4.3 WALL / CANOPY SECTIONS A5.1 ENTRY / STOREFRONT DETAILS AND DOOR SCHEDULE A5.2 ENTRY / STOREFRONT DETAILS A6.1 ROOF DETAILS A6.2 MISC. DETAILS A7.1 EXTERIOR DETAILS STRUCTURAL 80.1 GENERAL STRUCTURAL NOTES and DFIAWING INDEX S2.1 FOUNDATION PLAN S2.2 ROOF FRAMING PLAN 52.3 PARTIAL ROOF FRAMING PLAN, SNOW DRIFT DIAGRAM and ROOF SHEAR DIAGRAM 53.1 CANOPY SECTIONS S3.2 CANOPY and WALL SECTIONS 55.1 FOUNDATION DETAILS S6.1 FRAMING DETAILS 56.2 FRAMING DETAILS CIVIL_ LANDSCAPE L1 LANDSCAPE PLANTING PLAN L1A STREAM ENHANCEMENT PLAN VICINITY MAP N.T.S. F E COPY I understar.5 that the Fran Check approva5 are subject to eras and onssions a. apprsval of plans does not authorize the violation of any adopted cede or ordinance. Receipt of con- tractors copy of approved plans acknowledged. Date {{''����', 4 -Z'l - o-�IO Permit No V nOr) -OA I SEPARATE PERMIT REr.JUIRED FOR: a L 7 i ECHANICA - -. ELECTRICA 2 L`E GAS PIPING CITY OF TUKWILA BUILDING DIVISION E 1 COVER SHEET 2 HORIZONTAL CONTROL PLAN 3 AS -BUILT GRADING AND STORM DRAINAGE PLAN 4 AS -BUILT WATERMAIN EXTENSION PLAN 5 AS -BUILT SANITARY SEWER PLAN 6 AS -BUILT 57th AVENUE SOUTH PLAN and PRORLE 7 AS -BUILT SOUTH 180th STREET PLAN 8 CONSTRUCTION NOTES and DETAILS 9 CONSTRUCTION NOTES and DETAILS 10 HIGHUNE WATER DISTRICT NOTES and DETAILS 11 HIGHLINE WATER DISTRICT NOTES and DETAILS 12 ILLUMINATION and ELECTRICAL PLAN 13 TEMPORARY EROSION CONTROL AND DEMOLITION PLAN 14 TEMPORARY EROSION /SEDIMENTATION CONTROL NOTES and DETAILS TIW,NIIA APPROVED APF 1 2 ZOO AS N''IIcD CORRECTION LTR# I W z w 0 CE w PROJECT NO. 20102 DRAWN BY MRA CHECKED BY RS, TJN DATE 02 - 14 - 00 REVISION PERMIT - 02/14/00 BID - 02/24100 03!29/00 2 PLAN CHECK 0102a00dwg BENNER STANGE ASSOCIATES ARCHITECTS, P.C. crrvoETUKw° 5000 S.W. MEADOWS RD. , 2Ci SUITE 430 MAR 3 ' LAKE OSWEGO, OR 97035 +ERMIT CENTF (503) 670 -0234 FAX (503) 670 -0235 beatAbeaarchcom COVER SHEET ) z V N et AO.O N 0 5 O 1 SITE PLAN SCALE:,- = KEYNOTES — SITE PLAN O EXISTING SIDEWALK ® NEW SIDEWALK ® LANDSCAPE AREA (SEE LANDSCAPE PLAN/ ® ASPHALT PAVING (SEE CIVIL/ O CAST -IN -PLACE CONCRETE CURB (SEE CIVIL, CONCRETE PAVING O PLAZA AREA (SEE PLAZA PLANS) ® LINE OF BUILDING CANOPY / COLUMNS BIKE RACK (SEE DETAIL 10/AI2) O HANDICAP RAMP (SEE DETAIL I /AI2/ ® HANDICAP SIGN (SEE DETAIL 3/Al2) ® HANDICAP PARKING SPACE (SEE DETAIL 2 /AI2/ O PARKING STRIPING (SEE DETAIL 5/412 - NIG) 14 NOT USED 15 SITE SIGNAGE (NIG) O TRASH ENCLOSURE (SEE DETAIL. 11/412) ® TRANSFORMERS / VAULTS (NIG/ 18 EXISTNG LANDSCAPING O 19 IRRIGATION CONTROL OX - E TO B BIDDER DESIGNED !SE LANDSCAPE) CONCRETE LOADING RAMP ® LIGHT POLES (SEE CIVIL) 22 'LIMITS OF WORK CONTRACT LINE 23 BOLLARD (SEE DETAIL 13/412) O 24 EXISTING STORMLINE c CATCH BASIN TO BE REMOVED (SEE CIVIL) 25 EXISTING ASPHALT PAVING PARKING 46 E CTC4 C T O BASIN TO BE REMOVED STOR-"E EXTENDED TO NEW TRIENCH DRAIN CSEE CINL) 0 EXISTING WDERGROINO ELECTRICAL ..CNDUITS -SEE SITE PLAN NOTE G. /SEE CIVIL)QI HIGH CHAIN LINK FENCE (SEE DETAIL 16/412) 29 6' -0 HIGH CHAIN LINK FENCE (SEE DETAIL I6/4I2) EXTEND EXISTING % , IN TO NEW BUILDING DRAINS (SEE CIVIL) ® EXTEND ELECTRICAL CONDUIT TO NEW MOP SITE PLAN NOTES A PROVIDE CONTROL JOINTS AT SIDEWALKS AS SHOUN OR AT 5'-0' O.C. TYPICAL, EXPANSION JOINTS AT 20' -0' O.C. TYPICAL B. LANDSCAPING NOT IN CONTRACT C. REFER TO ALL CIVIL PLANS FOR GRADE LOCATIONS ISSUED UNDER. PREVIOUS PERMIT. D. CONTRACTOR 15 RESPONSIBLE FOR REMOVING AND REPLACING ALL EXISTING SIGNS, MAILBOXES, FENCES, LANDSCAPING, ETC. TO AVOID DAMAGE DURING CONSTRICTION E. CONTRACTOR SHALL VERIFY ALL SITE DIMENSIONS AND CONDITIONS PRIOR TO EXECUTION OF MIT WORK AND SHALL NOTIFY THE ARCHITECT OF ANT DISCREPANCY. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED DUE TO HIS FAILURE TO DO 50. F. VERIFY ALL EXISTING- LANDSCAPING ON THE SITE PRIOR TO ANY GRADING. REFER TO LANDSCAPE PLANS FOR ALL NEW PLANTINGS AND G. GENERAL CONTRACTOR TO PULL WIRE FROM EXISTING TRANSFORMER LOCATED • STREET TO NEW BUILDING PANELS THROUGH EXISTING PVC CONDUITS - BASE BUILDING POWER TO BE 1200 AMP, 4801211V, 3 P EACH TENANT TO RECEIVE MAIN DISCONNECT SWITCH WITH 600 /3F NEMA 3R 480 v WITH 600 AMP ROES. CONTRACTOR TO INCLUDE E ANT T ADDITIONAL CONDUIT FROM EXISTING CONDUIT TO PANELS. H. GENERAL CONTRACTOR TO SUPPLY. AND INSTALL ALL LIGHT FIXTURES SHOW CN DRAWINGS. L IGH TNG O IT ET LS, SWITCHING, TRANSFORMERS, PANELS, CIRCUITING, WIRING, CON ETC FOR LIGHT FIXTURES TO BE BIDDER DESIGNED AND N CONFORM TO ALL CONTRACT, BUILDING BU ALL DOGES Alm ORDINANCES. EXTERIOR LOT DOCK LIGHTS AREA PENDANT FIXTTU TO BE BT DDER SINGLE HOUSE PANEL LOCATED ADJACENT TO TENANT MAN DISCONNECT PANELS. I. GENERAL CONTRACTOR TO SUPPLY AND INSTALL EXTERIOR WEATHERPROOF ELECTRICAL PANEL ENCLOSURE WHICH WILL PROTECT MAIN DISTRIBUTION PANEL, MAIN TENANT PANELS AND NOUSE PANEL. ENCLOSURE TO BE LOCKABLE BY H.4 QUALITY, UEATHERPRCOF PAD LOCK z\ LEGEND — SITE PLAN 4V 20t6\ (f'g KEYNOTE (SEE ABOVE, PARKING STALL TOTAL BUILDING / SITE LIMITS OF WORK PROPERTY LINE PARCEL LINES PYLON / MONUMENT SIGNS (SEE SITE ELECTRICAL) PAINTED ISLAND STRIPING CARNMI 'CARPOOL' PARKING SPACE 'COMPACT' PARKING SPACE EMPLOYEE' PARKNG SPACE STAMPED CONCRETE PEDESTRIAN WALKS PAINTED DIRECTIONAL ARROWS LIGHT POLES (SEE ELECTRICAL PLAN) — 5 9 — STORM DRAM - NEW CAS— GAS LINE TRANSFORMERS/ VAULTS (SEE ELECTRICAL/ REVISION CLOUD (SEE DELTA , CHAIN LINK FENCE 'STOP' /'ONLY' DIRECTIONAL POLE SIGNAGE BIKE RACKS, • PLAZAS (SEE DTL. 10 /AI2, fi POINT OF CONNECTION CITY OF TUKWIO A PPR0200 APR 1 2 2000 RS WILD II J ctl WU � r < Z 2 W 15 o z U W 2 W � CO ›-w �a ° ry Er W Q LL. PROJECT NO. 20102 DRAWN BY CHECKED BY R5, TJN DATE 02 - 14 - 00 REVISION PERMIT - 02114100 BID - 02124/00 A 03/08/00 ADDENDUM 01 Q PLAN 00 2 PLAN GHEGK 0102911 BENNER STANGE ASSOCIATES ARCHITECTS, P.C 5000 SW. AEADOWS RD. sum 43cvAR, 2020 RF LAKE AGO, OR 97035 PERM2 CENTER (503) 870'0234 FAX (503) 870-0235 buttichcom PLAN O 1 HANDICAP RAMP SCALE: '4' • Y -0' O NOT USED 6 SCALE: "WE 00000 00 ooebo �° o 0 00 "00°000 o o�o,Q 44 oCPo�ob I oC7oCAoCPGCJ',oCf�o 'R Oo noo duo o 000 o� 00 ` b ° G O (JO�o,�'f'o�PoC�o� �� ! oCPo,�P 0�10 "GO Oho Oe oOo � � 'oo O Go oGO OGO� Oo. 7o Gn 000 00 o C Jc -J O 000'000 o • Oo' ' PorJ'000d'oC 0o 0GJ 00 0 0 00 O OP o o L e o oOO ;GO 0 °0 Lo ^ . �oo5?4 PROVIDE ORAYEL t DER EX U E FOR DRANAGE• SIMLEIDOLERE LEAF CHAINLINK PENCE PROVIDE NECESSARY . . BRACING AND UMEELS ON EACH GATE FOR STABILITY HOLDBACK AT (3) LOCS. SLEEVES TYPICAL SUBSURFACE UPLIGHT DETAIL ECESSED TILE: DETAIL PROVDE (2) •4 REBATE NEWT. • EA CALL CORNER CELL CONDITION W/ (2) 4 DOWELS INTO FTG. TO ALIGN •4 HORIL REEAR • 24' OG view. REBAR • 32' O.C. 4 DOVE. (MP x 8') AT 32' O:C. • E•AF•S 6' SPLIT -FACED CFSL AND CENTER SCARE SOLID GROUTED:;(PANT. TO M ATCH. BLDE DOOR) CHAIN LINK GATE SEE DETAIL . ilam -2 6 CONCRETE S:AB WITH WELDED STE 1. UR1@E FABRIC 04 6' GRANY.AIT BASE - PROVIDE MEDIUM BROOM PAVES (RE. CIVIL., W.,' CONCRETE CURB SLOE TOP`TO SLAB 4. REBAR can; AT CONCRETE SLAB; EDGE • REBAR FA SIDE OONT. FT. SIDES VIDE ..' CLR. •, SIDES S.:} BOTTOM CF REDA, O YA710N / QA7E PC6T SCAL Vt' . 1' -0' `•::T I I I I i NC A1 ,;:..- 1- .:1 :-I: ! I ' 1.1 1 !;' i! 1 1 1 i I 'I I I 1 13 1 1 1 1 ' :i I .- I i I ! ! 1 1 1 1II Il iI 1 IJI I I. 3 1 1 11.1 :1 1 I I . . 1 1 E l 1_:1 11 1 1�1 1 1 1 ! 1 1 1 1 i.,l' 1 1 I,,I I I li 1 1 1 1 - :II �I 1 1'i l i I; l .i N I -1 1_I !:1 :I I ! I Y t a i l I ' J I I 1 1 ( 111 I 1 t I 'i I I! 1;:1 II 111 T i I 1 1 1 1 1' 11 I l I l 1 1 !- r I I I I:i N I II I I I IIIIII 1 i 1 ! P ' ! 1 1 - - ! ! ! 1; ' t t l i f =t 1 1 t t - t- i' 1 - 1 - T 11 1: i l i I I - 1 1 1 1, 1 i -I 1 ! 11'1 :4114111 STEEL POSTS TEE MANJF SPECS. FOR DIA. • FABTENIM PEEQIIRPE TUTS PROVIDE';DALY.. STL HNGES AND LATCH EQiR'PENO 1W OROP. BAR .AND,GATE HOLDBACK SLEEVES AT FALL OPEN POSITION FOR EACH GATE AND AT CLOSED memo* REFER TO MMANIF. SPECIFICATIONS FOR N*TALLATION A_ CURB OR WALL O PLAN- 1 JOINT. ALGMENT CONC. SLAB TO MEET FLUSH WITH ASPHALT PAVED TAP. 0 TRASH-ENCLOSURE 11 ASTPPETRCAL MIRED LIGHT FIXTURE - API TOWARD EWLDNG INSTALL PER MNNFACTIRERb F£COPETDATJOS. DO W:FETE 6'x6' CONC. CURB SLOPE TOP TAP. 6 - CONC. SLAB MEP. BROOM FINISH 6' WIDE CONC CURB TIP SEE SITE PLAN 6' DIA. BOLLARD TAP. - SEE DETAIL 13/Al2 GRANULAR (TYPE 'A') SEE SEWS SECTION 02200 I/4" R TOOLED JOINT + _ / /T �\ / L v MN. IEEE SITE PLANT IN (TAP S EE SITE PLAN IEEE , -0' • j • AI(TTP NOTE: PAVEMENT STENCIL: WHITE WITH BLUE BACKGROUND. SINGLE/DOUBLE 2 HANDICAP SPACE 2 WA .E. IN' M 0 O EXTERIOR SLAB 7 SCALE: 14y' . I' -0• BUNDNG CONTRACT; SITE DEVELOPMENT WORK AT ALL PLAZA WORK AT ALL PLAZA • AFTEAS.(TYPJ AREAS (TYPJ HANDICAP DOI SEE DETAIL 3/4I -2 RAMP /VERIFY ACTUAL LOCATION OH PLAZA 4' PANTED WHITE STRIPES • CONCRETE SLAB WITH WELDED STEEL WIRE FABRIC 1 U4' CLR FROM TOP. I" RADIUS CONCRETE CURB (RE, CINL) PAVING (RE, CINL) 6 X 6 WL-'LDED STEEL WIRE FABRIC ALTERNATE LOCATION AT LANDSCAPING 3 O HANDICAP SIGN SCALE 4. • r-®' 1 b GA GAL, STEEL SIGN PANTED UY EL1E FIELD, RH LECTIVE WHITE SYMBOL 4 IT HIGH REFLECTIVE UXUTE LEI ,ERS. SCIittEI TO POST IN (3) 4i x'1' SCREWS. 4ERUFY W/ STATE , LOCAL REQ TEA. PEEL STATE ODICAP CODE STATUTES r RAMS TYR. 2' • STEEL Pc ST PLAZA CR LANDSCAPE. CURB PAVED RE. GNL CONCRETE FOOTNG F-0' DIA. 1/2' RADIUS EDGE PAVED OR LANDSCAPING RE: GNL O NOT USED 4 SCALE, Er. WERE OCCURS ip o�.r oG VARIES CONCRETE: WALK WITH WELDED STEEL WIRE ', FABRIC I I/4' FROM TOP CF SLAB . GRANULAR BASE (TYPE 'A) SEE SPECS SECTION 02200 COONNTR�OL CONCRETE JOINT (THIS DETAIL IS TO BE USED AT ALL PEDESTRIAN WALKWAY CONNECTIONS AND. INTERSECTIONS) O CONCRETE WALK 12 SCALE • 1'-0• SEALANT (TYPE 5-2) FLUSH TO TOP OF CONCRETE - SEE SPECS SECTION 01.300 MAINTAIN MAXMIM I/4" RADIUS TOOLED EDGE AT ALL CONCRETE EXPANSION JOINTS 3/8" FREER PREFORMED JOINT FILLER WITH REMOVEABLE SEALANT JOINT CAP CONCRETE WALK - vERJFY FINISH PLAZA FLAN GRANULAR BASE (TYPE 'A') SEE SPECS SECTION 02200 CONCRETE WALK WITH WELDED STEEL WIRE FABRIC I I/4' FROM TOP OF Si-AD (INTERRUPT AT EXPANSION JOINT) TOOL JOINT WITH GROOVER/:JOINTER I' MIN: DEPTH 1/4' MAX RADIUS CONCRETE WALK - VERIFY FN181-1 WITH FLAZA PLAN CONCRETE SIDEWALK GROOVE0 CONTROL JOINTS CONCRETE SLAB ON GRADE SEE STRUCTURAL FOR REINFORCE. MAECHRY WALL. SEE EXTERIOR ELEVATIONS FOR FINISHES DRAINAGE GRAVEL SEE SPECS SECTION 02901 PERFORATED TUBING WITH DRAIN GUARD. COORDINATE CONNECTION TO STORM DRAIN LINE. CONCRETE FOOTED •SEESTRUCTURAL VERIFY ACTUAL P4E16ER OF BICYCLE STALLS PER LOCAL JURISDICTION AND PROJECT SPECIFICATIONS CITY OF TUI(W.I1A APPROVED APR 1 2 2000 RS hOtkO ROLM CONCRETE CAP BOLLARDS TO BE PAINTED (2) COATS TRAFFIC YELLOW STEEL PIPE FILL MATH NON- SHRINK CONCRETE CEMENT WASH - SLOPE I" 4EOVE PAVED PAVING (RECINL) .. - • - CHECKED BY ; • 4' WIDE PAINT STRIPE W/ (2) COATS OF TRAFFICUHITE PAINT (VERIFY W/ LOCAL JURISDICTIONS) 6' CONC. CURB, IU4EIRE OCCURS (RE: CINL - FOR TYPE) CONC PLAZA, SIDEWALK 7 ix SEE SITE PLAN SEE SITE PLA NOTE: LINE O WHEELSTOPS I. PAINT SHALL BE VINYL TRAFFIC RANT MEETING FEDERAL SPECIFICATION TT -P -MBE, TYPE III 'WHITE' TRAFFIC PAINT. A MINIMUM THICKNESS CP 8 MILS.. DRY, 'b MILS. SET, LAID DOLN N (2) COATS, EACH COAT 4 MILS. DRY AND 8 MILS. WET. 2. ANY PARKING STALL MAY BE REDUCED i' -6' IN LENGTH 1FfmN1 STD, BULL SIZE) IF IT TS PROVIDED WITH LANDSCAPE, ULIEELSTOP OR CONCRETE CURB. (SEE LOCAL CODES) O PARKING STRIP -`> SCALE: ,,' • p 000 - SITE DETAILS Of 10W03I,Sf, CITY OF. TOOWILA APPROVED APR 1 2 2000 AS .ADIEU- WJULDING DFUI31ON SITE DE Al DEvAL6PER eAAAOL ex-ram) HEAVY DUTY ABPVWLT PAVI NOT TO EXCEED A 6% a OPE PROJECT NO. 20102 DRAWN BY, m 0 2,.,0' EJ EJ 21.10' TAL. I J 27,9' 1 � : O DIM oa u ; 21 '3' Till �� �:~� Jai " , �� 0 • �. c. a ■�[• 1111111111914111M0.= a ��1� ■ �is'�IhHi m ��Bi'iGQi:i�l�o'i�77 !� 'I Magri, - 1//�? /fl// �� l — �Ireetw�/ / /./11/////'�1�11/ /ACV __A �l/1//11�511 SFWAPTTACIEPtl %/ . 1/1 / AMERWAILTV ACV 1/!J�1/ 1/71//./1 /. % / / / % / //I mrAgg17ms UV: 6 -0' 1j yR. TP. 000 mui o � � 0 ° m m ifYA m* so (TT BASSETT FURNITURE F.F.E. = 0'-0° (CIVIL F.F.E. = 27.70') KE W 1.12' T.OL. PACES 2162' T.O.C. TTP. 21.,0' TDL. 21.10' T.00. 21.10' ' 21.10' TA . TDL. 21.10 21.10' TAG TAG. 10 L 2,"!0 TAL. 23.48' T.0.0 2130 TAL. E:- Li ( 23 -#0 APE 413 2,.10' T.O.C. 21 ,0' AL. THOMASVILLE FURNITURE F.F.E. = 0' -0' (CML F.F.E. = 27.70') 26B5' TAA. 21.0' 21.10' 2110' AA /LOA AC AL . Alk SIM. 21.03' TAA T.O..'. EJ. 11. 4agi 21.3 TA A. A 0 O 1 EJ. 21.101 T.O.C. O 11 PLAZA PLAN SCALE 3 /31'•1' 2103' T.0A. 5/5 KEYNOTES — PLAZA PLAN 21.62' .OL. 1 'EO. SPACES 6 EQ. SPACES 16 SUBSURFACE UPLIGHT(SEE DETAIL WAD, Il SAW -GUT EXISTING ASPHALT AS NECESSARY FOR INSTALATION O LANDSCAPE AREA O ASPHALT PAVING O CONCRETE WALK ® PLAZA AREA ® BIKE RACK (SEE DETAIL 8 /AI2) ® HANDICAP RAMP 'SEE DETAIL I /AI2) O PARKING STRIPING (SEE DETAIL I4 /AI2) O 8 6' THK. CONCRETE LOADING RAMP (SEE STRJCT. FOR REINFORCEMENT) PLAZA PLAN NOTES ® HANDICAP PARKING SPACE (SEE DETAILS. 2 t 3/412 ID 2' DEEP z 2' -0' WIDE DEPRESSED SLAB FOR TILE BAND II BOLLARD (SEE DETAIL 13 /AI2) ® DOCK BUMPERS (SEE DETAIL /41.3) 13 GUARDRAIL (SEE DETAIL /AI2) 14 TRENCH GRATE (SEE DETAIL 1/41.3) 0 HANDICAPPED SIGN (SEE DETAIL 4/412) 5' -0' WIDE CONCRETE SIDEWALK WITH 6' HIGH CURB o EDGE NEW CU 5 ND SIs= WALK Cs. - CTO TO RI EXTENT. A PROVIDE CONTROL AND EXPANSION JOINTS AT PLAZA AREA AS SHOLLN. ALL JOINTS CJ UNLESS NOTED OTHERWISE B. AT SIDEWALKS PROVIDE CONTROL JOINTS AT 5' -0' O.G. an, AND EXPANSION JOINTS AT 20' -0' O.C. (TY, C. ALIGN JOINTS AT BUILDING CORNERS AND COLUMNS AS INDICATED. D. BROOM FIN1514 SHALL BE PERPENDICULAR TO THE BUILDING FACE UN.O. E. EXPANSION JOINTS SHALL BE 3/8' MAX, AND SHALL COMPLY WITH ALL REQUIREMENTS OF THE 'AMERICANS WITH DISABILITIES ACT, LEGEND — PLAZA PLAN 12 STAMPED CONCRETE MEDIUM M BROOM FINISH T A.C. T.OA EJ. CJ. MEDIUM BROOM CONCRETE FINISH EXPOSED AGGREGATE CONCRETE FINISH 2 WIDE TILE BAND SET IN CONCRETE TOP OF CONCRETE TOP OF ASPHALT PAVING EXPANSION JOINT - SEE DETAIL S /AI2 CONTROL JOINT - SEE DETAIL S /AI2 LIMITS OF CONTRACT LIGHT FIXNRE TYPE - SEE SCHEDULE ON SHEET A23 1)2000- oy? 21?J3' 1.OA REVS 0 Date L Perr:;t No 0.1_ Ir i�:Uf'S C)' JF TU1 Wlu AUu L 9 % 00 o o`{ RECENED CRYOFTUKWILA AUG 1 1 MO PERMIT CENTER W o Z W � 0 J W J ^ W ok w Q o) ° z Q 2 m L.L. W Cl) a e < .. 2 0i02621,, F+K 0 z PROJECT NO. 20102 DRAWN BY : MRA /55T CHECKED BY RS, TJN DATE 02 - 14 - 00 REVISION PERMIT - 02/14100 BID - 02/24/00 A 03/06/00 I ADDENDUM DI 05/02/00 OLG ENANT Rt fEW A S/IS/00 TJN 4 L+C -ENCT R�Q T A l/31/00 TJN BASSETT CODE BENNER STANGE ASSOCIATES ARCHITECTS, P.C. 5000 S.W. MEADOWS RD. SUITE 430 LAKE OSWEGO, OR 97035 (503) 670 -0234 FAX (503) 670 -0235 bsa* bsaarch.com PLAZA PLAN A2.1 FLOOR PLAN 11 SCALE, 3/32'.1' -0' RI.. TOILET ROOMS VERIFY EXACT LOCATION W/ OWNER PRIOR j 70 FOUR. CONC. SLAB i 9 4+ 6' 2' IDS EE L L BASSETT FURNITURE 25,031 SO. FT. F.F.E. _, 27.70' (ARCH. DATUM 0.00') / L_ 10' -6' / I V 6 ITARY /SEWER - L - VERIFY EXACT LOCATION TOILET ROOMS W/ OWNER PRIOR TO LAYING PIPE WH / STORM SEWER / � — i - - -- - may / FUTURE ;TOILET ROOMS vERIFY EXACT W/ 0.ER PRIOR LOCATION TO P.M. CONC. SLAB THOMASVILLE FURNITURE 17,033 SO. Fr. FF E - 2770' (ARCH. DATUM = 0.00') 19 O ALTERNATE CLERESTORY PLAN SCALE:3/32, -0' KEYNOTES - FLOOR PLAN 1 j CONCRETE SLAB WITH RESFORCING, OVER VAPOR BARRIER (SEE STRUCTURAL/. CML. WALL - SEE ELEVATIONS FOR Cr,. TYPE. ALUMINUM STOREFRONT SYSTEM. LINE OF CANOPY ABOVE. OVERHEAD COILING DOOR ROOF ACCESS LADDER SEE DETAIL 24/A6.1 ROOF HATCH, SEE DETAIL I5 /A6l FUTURE SOFFIT ABOVE GRAPHIC WINDOW DISPLAY NEC, ALTERNATE CLERESTORY ABOVE DECORATIVE I'LSCON COLW"IN SLAB RECESSED UPLIGHT - SEE 1/41.2 2' -0' WIDE x 4' DEEP RECESSED CONCRETE BAND FOR RI TILE 14 LINE CF CANVAS AWNING ABOVE IS FIRE SPRINKLER RISER FLOOR PLAN NOTES ALIGN MASONRY ODULE WITH FMISN FLOCK ADJUST MODULE AMT FOOTING AS F2EpU1RED. LEGEND - FLOOR PLAN ■ W 3 OD DS Li MOP DOOR NUMBER - SEE DOOR SCHEDULE I /A5.1 CM. WALL BUILDING C.M.U. EXPANSION JOINT. COORDINATE LOCATION WITH ELEVATIONS. - SEE 6/41.1 6' MTL. SNDS • 16' OA. WITH SOUND INSULATION TO STRUCNRE ABOVE UNA. 6' METAL SNDS s 16 O.G. (UNINSULATEDI TO STRUGNRE ABOVE ' UNA. 3 1!1' FTT{ -. SnlnH OR 2x4 U;OOD STUDS A7 I6' OL. TO STRIYrNRE ABOVE W/ RI3 WALL BAIT INSULATION STOREFRONT SYSTEM - SEE 1/45.1 LINE OF CANOPY ABOVE COLUMN - SEE STRUCNRAL RECESSED WP. TELEPHONE OUTLET • . F- 3'AFF, RECESSED WP. ELEC. CUTLET • •1' -3' APP. RECESSED WALL HYDRANT a .p -3' AFF. ROOF DRAIN OVERFLOW DRAIN - DAYLIGI -IT 6' ABOVE SIDEWALK DOUNSPOUT ROOF ACCESS HATCH GAS METER MAIN ELECTRICAL DISTRIBUTION PANELS J oao - o e � CITY OF TUI(WILA APPROVED APR 1 2 2000 AS NDICD CUILDtAG DNMION REGISTERED AR ITECT CC J . W L a c r0- H G. 2 C" W 0 z ON W 01 • LL W 2 W J a-a W 2 W z Q O O m i CC W Sk 2 w PROJECT NO. 20102 DRAWN BY MRA CHECKED BY RS, T. DATE 02 - 14 - 00 REVISION PERMIT - 02/14100 BID - 02/14100 22,71,%.< 0102a 2246.9 BENNER STANCE ASSOCIATES ARCHITECTS, P.C. 5000 S.W. tEADOWW W. LAKE OSWEGQ, OR 7 FAX (5 670• baa61baaarthcEm 1. FLOOR PLAN „RCFEIN M1A IAN,( i 2SE� PEHNR CEMER A2.2 LIGHT FIXTURE SCHEDULE NO. DESCRIPTION TYPE LI 'LITHCNIA' TWP 100 M WALL PACK L2 'LITHCNIA' °A-GAR I -SOW PAR 301-I RECESSED DOWNLIGHT L3 'LITHONIA' DMW 15W PENDANT FLUORESCENT L4 SEGA' ASYMMETRICAL 35W PAR 20 MH BURIED UPLIGHT O REFLECTED CEILING PLAN SCALE: 3/32'. f_0• 11WIllult€I I.I PON 140 0 0 O _m grA 0 0 ' 0 0 0 0 0 l®®' 0 0 D2D3OC 4 g KEYNOTES - CEILING PLAN O 5 /e' EXTERIOR GYPSUM SOFFIT BOARD. O SYNTHETIC PLASTER SYSTEM. O SOFFIT vENT WITH INSECT SCREEN. ® RECESSED LIGHT FIXTURES - EQUALLY SPACED. ® TS TRELLIS ASSEMBLY - SEE STRUCTURAL FOR MEMBER SIZES ® 2' -0' WIDE x 3/4' PLYWOOD CATWALK SEE WALL SECTIONS Ol J -BOX LOCATION, /SEE NOTE BJ ® CANOPY ACCESS PANEL, SEE WALL SECTIONS O9 ROOF ACCESS HATCH, SEE DETAILS IS 4 24/A6.1 O GYPSUM BOARD CEILING. 11 CANVAS AWINING • - • E 12 LIGHT FIXTURE =A I3 COVE LIGHTING I4 EXPOSED STRICTURE - PAINT WHITE CEILING PLAN NOTES A DRAFTSTOPS SHALL BE LOCATED AT A MAX DISTANCE OF 100' -0' AT J CO SPRINKLERED BUILDINGS, AND 60' -0' AT NON- SPRINKLERED BUILDINGS. B. CANOPY 51GNlC= ! -BOX LOCATIONS SHALL HAVE A 20 AMP CIRCUIT TO TENANT PANEL AT 15' -0' AER INSIDE CANOPY WALL. C, CEILING HEIGHTS SHOIIN ON PLANS OR SCHEDULES ARE FROM FINISH FLOOR TO FINISH CEILING. LEGEND - CEILING PLAN • ILLUMINATED EXIT SIGN • RECESSED CANISTER L,CHTS ▪ PENDANT LIGHT FIXTURES WA_L MOUNTED SURFACE MOUNTED ACE LIGHTS OJ J -BOX - SEE CEILING PLAN NOTES CANOPY DRAFTSTOP - SEE 23 /Al.l C.J. SC IT BOARD CONTROL JOINT - SEE 21 /Ali EJ. SOFFIT BOARD EXPANSION JOINT - SEE 22 /Ali ACCESS PANEL CATWALK ABOVE SOFFIT LIGHT FIXTURE TYPE - SEE LIGHT FIXTURE SCHEDULE THIS SHEET GUY OF FUKWIU APPROVED APR 1 2 21100 AS NOTED aUILONG DIVISION F4 0 ar� W 1 D ›- LoY 1 a_ u W PROJECT NO. 20102 DRAWN BY MRA CHECKED BY: R5, TJN DATE 02 - 14 - 00 REVISION PERMIT - 02/14100 BID - 02/14/00 03/08/0 0 I ADDENDW ml 0102423.1 j BENNER STANCE ASSOCIATES ARCHITECTS, P.C. 5000 SW. IEADOWS FD. STATE 430 LAKE OSWEGO, OR 97035 (503) 670 -0234 FAX (503) 670-0235 bealibee®rchcam REFLECTED CEILING PLAN A2.3 REGEpE�$I1A OR 3 PERMIT GFJ'ITEF � IS �W�1p�Irt N w9f1 �N W BElIXFR.SUNOE, 1R Yp11fEC13.P PROJECT NO 20102 DRAWN BY MRARST CHECKED BY RS, TJN DATE 02 - 14 - 00 R ON PERMIT - 0244100 KEYNOTES - ROOF PLAN BUILT -UP ASPHALT !BITUMINOUS ROOFING. METAL COPING. METAL WALL FLASHING - SEE DETAIL T /ASJ METAL GUTTER SYSTEM. CONCRETE SPLASH BLOCK SHEET METAL DOWNSPOUT 4 SCUPPER WITH OVERFLOW, SEE DETAILS - IS, I 20 AND 22 /A6.I CANOPY ACCESS DOOR CORNICE !DASHED LINE INDICATES WALL BELOW): CANVAS AWING - SEE DETAIL ROUTE ROOF DRAM AND OVERFLOW DRAIN DOLLN THROUGH COLUMN, SEE WALL SECTIONS. EXPOSED TS TRELLIS L !4 F o ® z U c° !f-. W, j r o ROOF PLAN NOTES >"' r W . A INSTALL VALLEY AND RIDGE FLASHNG PER MAAFACTURERS '^ RJSTR1CrION6. . VJ. ,. ' ' H F ': -, B. AT CRICKETS, PLYWOOD EDGES AT THE BASE CF THE > Q CRICKET MUST BE BEVELED TO ACHIEVE A SMOOTH Y TAPERED TRANSITION TO THE PLANE OF THE ROOF - W DECK THIS IS rue RESPONSIBILITY OF THE DECK CONTRACTOR C. PAINT ALL EXPOSED SHEET METAL NOT SCHEDULED FOR PREEN*, ' III D. PAINT ALL R CF^ TOP EQUIPMENT TO MATCH BUILDING COLOR AS SELECTED BY ARCHITECT. E. PROVIDE R2CF HATCH AND LADDER COORDINATE EXACT LOCATION W WITH OWNER AND TENANT - 9EE DETAIL 24 /M.I F. SPACE WALKPADS AT MECHANICAL UNITS TO ALLOW FOR DRANAGE. Q ROOF HATCH - SEE DETAIL IS/A8.1 LOUVERED ROOF VENT - SEE DETAIL 11 /.2. MECHANICAL MITS. COORDINATE LOCATIONS WITH STRUCTURAL AND MECHANICAL SEE DETAIL t2146.I. PROVIDE CRICKETS AS REQUIRED AT HIGH SIDE FOR PROPER DRAINAGE O PROVIDE CRICKET - SEE R^GF PLAN NOTE W. O PLUMBING ROOF VENT- SEE DETAIL IB/ASJ IT ALUMINUM PANEL ROCFNG • ROOF FLASHING MEMBRANE O STANDING SEAM FETAL R'CF G SYSTEM • RObF /EXHAUST VENT. -SEE DETA 22 /m, CVERFT EXAC T ALLATIONU LOCATION TOILET ROOMS IL OATH CURER PRIOR TO MS G. ROOF SLOPES MIN. 3B' UN.O. LEGEND - ROOF PLAN CRICKET, TYPICAL MECHANICAL UNIT AND PERIMETER WALK PADS L ROOF CONDUIT AS REQUIRED MECHANICAL UNIT ZONE TA9. - TOP OF SHEATH,. TAM. TOP CF MASONRY TOP. - TOP OF PLATE OD - OVERFLOW DRAIN RD - ROOF DRAIN DS - DOWNSPOUT OILY OF TL'KWILA APPROVED APR 12 2000 AS NOTED BUILDING DN]SOON a ir � om�a� E " moms L 4 4.4 % WI' n u u xu. vn ara „. Lvarli n aO nr> -r3 CITY OF TUKWILA APPROVED APR 1 2 2000 AS NOTED 0102491 102491 4g 0 22 8 TD. MA80NR'' BA. SOFFIT 9'-0 BA. ' 80FFIT O 1 WEST ELEVATION SCALE. I/8'•I' -0' 0 , EAST ELEVATION .T 32 .0 . 7. ° 1 4 4411 . D- FRMYs s RIDGE �._ TD. FRMCs 24' -2• FINISH SCHEDULE A 8YMB0 DESIGNATION - MATERIAL CM11. - $1100114 Cl`iLL • SMOOTH WITH CENTER SCORE WILL - SPLIT FACE WITH CENTER SCORE METAL STANDING SEAM ROOFING SYSTEM GUARDRAIL - SEE DETAIL 6' CONCRETE CURB/BASE ///'-��'��� �/ GRAPHIC DISPLAY WINDOW - CFCI ALUMNUM STOREFRONT SYSTEM - SEE (/0.3.1 a 2 /A3.1 SYNTHETIC PLASTER SYSTEM WEAL - SEE DETAIL 16 /A1J FABRIC ARNNG - SEE DETAIL METAL COPNG METAL GUTTER SYSTEM SHEET METAL DC9NSPOUT 4 SCUPPER WITH OVERFLOW MISCELLANEOUS METAL STEEL DOOR AND FRAME COILING DOOR REVEAL - SEE DETAIL 15/AL BOLLARDS TUBE STEEL COLUMNS 4 TRELLIS EXTERIOR. LIGHT PREFNISHED DECORATIVE 'TU..' COLUMN METAL RCOPNG SYSTEM CHAINLINK FENCE W/ BLACK SLATS ELEVATION NOTES L ADJUST TOP CF FOOTING ELEVATION AS REQUIRED BY SITE CONDITIONS AND AS REQUIRED AND DIRECTED BY THE SOILS ENGR.EER 2. ALL CONCEALED MASONRY 1114LL AREAS SHALL BE SMOOTH TYPE CM.. FlNISWCOLOR SYMBOL DESIGNATION e e II 12 13 14 15 I6 I9 20 TI 22 23 24 25 26 27 COLOR C -I 1 'MILLER' CW05W SOLO WHITE COLOR C -2 30.12 'BEHR' -4 SILVER MUSHROCf? COLOR C -3 3 TALLER' 8803M OLDS FASHION COLOR C -4 'MILLER 3602W THRESHOLD GRAY COLOR C -5 'MILLER' 0110.11 CLAY BEIGE COLOR C -6 HILLER' 8230W SUNBAKED SAND COLOR C -1 MILLER' 8233M CRISP KHAKI COLOR C -8 'BEHR' 34141 -4 BLUE MO NTAN COLOR C -9 'BHERIAN WILLIAMS' BLACK - SEMI -GLOSS COLOR C -10 'BEHR' 31331 -2 LYNX COLOR C -II 'BEHR' 3631 -1 PARTRIDGE WING COLOR C -12 MILLER' 550411 STUDIO GRAY COLOR C -13 NOT USED COLOR C -14 'SHERUIN WLLIAMS' 61E149 MOTIF MAINE COLOR C -15 MILLER' S522W GRAY DIGNITY COLOR C -16 'BEHR' 344E -3 STATELY LADY COLOR C -M 'BEHR' 2849 -6 WATER ROCK COLOR C -19 MILLER' 8554 RISING SMOKE COLOR C -19 'BEHR 30.49 -5 CASBAH COLOR C -20 IMPERIAL PANT' DTM -RED GLOSS 90 -306 COLOR C -21 MILLER' ACl29N POMPADOUR COLOR C -22 'BHP' JADE GREEN COLOR C -23 'BHP' REGAL BLUE COLOR C -24 'BHP' SNOWDRIFT WHITE COLOR C -25 'BHP' OLD TORN GRAY COLOR C -26 'SINBRELLA' 8605 HEMLOCK TREED COLOR C -21 UMBRELLA' 4601 CHARCOAL TUBED W { w Cr W 0 c° 11 0 c W 2 W rn Vr w z tr se Q Q 0 PROJECT NO. 20102 DRAWN'BY : MRA CHECKED BY RS, TJN DATE 02 - 14 - 00 REVISION. _ - - PERMIT - 02/14/ BID 0YR4/00. O SECTION a CLERESTORY 1 SCALE, i/1" • I' 0" 16 WALL SECTION SCALE: 1/1'•1' -0' T.O. STOREFRONT 10' 0' AFF. 2 SECTION • CLERESTORY SCALE: I//• • r-0" TA. RT EL �4�. /SEE ELEVATIONS) 12 MI IN lir i as I i 1 1 TO. SHEATHING vARIES/SEE ROOF PLAN) FN. FLR 17 O WALL SECTION SCALE :I/2'H' -0' GRAPHIC DISPLAY WINIDOIU PER PLAN 1� O WALL SECTION SCALE:1/2'•I' -0' CLEAR DISTANCE GAP FOR DEFLECTION GAP FOR DEFLECTION INTERIOR TRACK SPECIAL OVERSIZE DEFLECTION TRACK 2' MIN. DEPTH I VY COLD ROLLED CHANNEL ATTACHED TO TAB TO STABILIZE STUDS. PLACE FIRST ROW CF LATERAL BRACRNG WITHIN 12' CF SLIP TRACK O DEFLECTION HEAD DETAIL { y� 0' -0' T FIN. FLR 4 SECTION a DOCK SCALE: Vl' • I' -0" SCALE: 1R'•C -0' O O WALL SECTION a WALL SECTION KEYNOTES NOTE : THIS LIST OF KEYNOTES IS THE SAME FOR SHEETS 44.1 - 443 BUT ALL KEYNOTES ARE NOT NECESSARILY APPLICABLE TO ALLSHEETS. UNDISTURBED SOIL STANDING SEAM METAL ROOFING OVER 3/4' PLYWOOD SHEATHING - SEE STRUCTURAL MEMBRANE ROOF FLASHING 4' CONCRETE PLAZA WITH 6 z b WA x WU WL1F. OVER 6' COMPACTED GRANULAR FILL. CONCRETE FOUNDATION SYSTEM - SEE STRUCTURAL I' SAND OVER VAPOR BARRIER OVER I' SAND OVER COMPACTED GRANULAR FILL - SEE SOILS REPORT FOR GRANULAR FILL REQUIREMENTS PERIMETER FONDATION DRAIN - SEE DETAIL 14/Al2 CONCRETE SLAB WITH REINFORCING - SEE STRUCTURAL 3/8' FUSER EXPANSION JOINT FILLER PROVIDE SEALANT AT EXTERIOR - SEE DETAIL II/Al2 CMU. MASONRY - SEE ELEVATIONS FOR MASONRY TYPE ALUMINUM STOREFRONT SYSTEM SYNTHETIC PLASTER SYSTEM OVER MINIMUM I'h' RIGID INSULATION AND WALL SHEATHING STEEL COLUMN - SEE STRUCTURAL MISC. FRAMING - SEE STRUCTURAL TRUSS - SEE STRUCTURAL BEAM - SEE STRUCTURAL CANOPY TRUSS - SEE STRUCTURAL BUILDING SG NAGS J -BOX PLYWOOD ACCESS PANEL UU PLYWOOD LANDING - SEE GENERAL NOTE 'B' SOFFIT vBNT WITH INSECT SCREEN SEE DETAIL G /A1.1 RECESSED LGHT FIXTURE • SEE REFLECTED CEILING PLAN) 5/8' EXTERIOR SOFFIT BOARD T -0' WIDE x 3/4' PLYWOOD CATWALK BUILDING SIGNAGE - NIC PLYWOOD ROOF SHEATHING - SEE STRUCTURAL WALL GATT INSULATION - R -13 ROOF BATT INSULATION - R -19, SEE DETAIL II /All ROOF SUMP AND DRAIN W/ OVERFLOW DRAIN, SEE DETAIL 21/46.1 / J BUILT UP ROOFING SYSTEM CO VJ m < 0) CL PREFINISHED METAL COPING SEE DETAIL 2 /AbJ METAL WALL FLASHING -SEE DTL. 1/Ab.1 METAL GUTTER SYSTEM SHEET METAL 5d11PPER AND DOUNNSPOUT SEE DETAILS 18 and 22/46.1 PREFINISHED METAL FLASHING GUTTER DRAIN AND RAIN LEADER - COORDINATE WITH MECHANICAL DESIGN -BUILD CONTRACTOR STEEL CHANNEL - PAINT SHEET METAL LOUVERED VENT - SEE DETAIL 11/4.62 FABRIC AWING OVERHEAD COILING DOOR TUBE STEEL TRELLIS/ROOF STRUCTURE - WE STRUCTURAL EXTERIOR LIGHT FIXTURE 3 -5/8' METAL OR 2x4 WOO STUDS • 24' OL. FiREBLOCKNG 2' -0' WIDE TILE BAND SET INTO CONCRETE STEEL ANGLE /PAINT) - SEE STRUCTURAL 2x6 WOOD STUDS • lb OO. 2x8 DODO FASCIA BOARD - PAINT GENERAL NOTES A CANOPY ACCESS PANELS TO BE 2' -0' WIDE x 3' -0' HIGH - IR• PLYWOOD. HINGE AT ONE SIDE AND LATCH Al OPPOSITE SIDE. EACH ACCESS PANEL TO HAVE A 4' -0' x 4' -0' x 3/4' PLT1JOOD LANDING WHERE OCCURS LOCATE PER REFLECTED CEILING PLAN B. LIES TO BE FULLY SPRINKLE.° EXTERIOR LOAD BEARING WALLS TO BE UL 0905. 2x BLOCKING AT 10' -0' OG MAX SPACING be X 20 GA STUDS AT Ib• O.C. WITH 5/8' TYPE 'X' GYP. BD. EACH SIDE GYP. BD. TO BE TAPED 4 SANDED READY FOR PANT FINISH. CONTINUE GYP. BD. TO UNDERSIDE OF ROOF SHEATHING, BOTH SIDES. SOUND CONTROL INSULATION AT DEMISING WALL ONLY FIN FLR (QTY OF TUKWILA APPROVED APR 12 2000 AS NOItU !}ULDfl/G DMSICN 2 HOUR RATED PER Cr J W U M 0_ Z z W � 0 2 C W > EL D 0"\ w r PROJECT NO. 20102 DRAWN BY : HRAMS CHECKED BY : RS, TJN DATE 02 -14-00 REVISION : PERMIT - 02/14/00 BID - 02/14100 .L 03 19/00 2 PLAN GHE 0102441.dwg BENNER STANCE ASSOCIATES ARCHITECTS, P.C. 5000 S.W. MEADOWS RD. SORTS 430 LAKE OSWEGO, OR 97035 (503) 670-0234 FAX (503 ) 670 -0235 beaAbeaarcheom WALL a E. SECTIONS CEO- pE FENK`NlN ' �F r MPft 3 1 TKO P pEPTFR GEC 16 O(� CANOPY SECTION SCALE:1/2 -0' �� O CANOPY SECTION SCALE: I/2 -0' 10 CANOPY SECTION WALL SECTION KEYNOTES NOTE : THIS LIST OF KEYNOTES IS THE SAME FOR SHEETS A4.1 - A43 BUT ALL KEYNOTES ARE NOT NECESSARILY APPLICABLE TO ALLSHEETS. STANDING SEAM METAL ROOFING OVER 3/4' PLYWOOD SHEATHING - SEE STRUCTURAL MEMBRANE ROOF FLASHNG 4' CONCRETE PLAZA WITH 6 x 6 WR x W.4 W.WF. OVER 6• COMPACTED GRANULAR FILL CONCRETE FOUNDATION SYSTEM - SEE STRUCTURAL I SAND OVER VAPOR BARRIER OVER I SAND OVER COMP /ACTED GRANULAR FILL - SEE SOILS REPORT FOR GRANULAR FILL REQUIREMENTS LNDISTURBED SOIL PERIMETER FOUNDATION DRAIN - SEE DETAIL 14/AI2 CONCRETE SLAB WITH REINFORCING - SEE STRUCTURAL 3/5' FIBER EXPANSION JOINT FILLER PROVIDE SEALANT AT EXTERIOR - SEE DETAIL II/Al2 CM. MASONRY - SEE ELEVATIONS FOR MASONRY TYPE ALUMINUM STOREFRONT SYSTEM SYNTHETIC PLASTER SYSTEM OVER MINIMUM I'iT• RIGID INSULATION AND WALL SHEATHING STEEL COLUMN - SEE STRUCTURAL MISC. FRAMING - SEE STRUCTURAL TRUSS - SEE STRUCTURAL BEAM - SEE STRUCTURAL CANOPY TRUSS - SEE STRUCTURAL BUILDING SIGNAGE J -BOX PLYWOOD ACCESS PANEL W/ PLYWOOD LANDING - SEE GENERAL NOTE 'B' SOFFIT VENT WITH INSECT SCREEN SEE DETAIL 16/41.1 RECESSED LIGHT FIXTURE - SEE REFLECTED CEILING PLAN) 9/W EXTERIOR SOFFIT BOARD 2' -0' WIDE x 3/4' PLYWOOD CATWALK BUILDING SIGNAGE - NIC TO. SHEATHING VARES l9EE ROOF PLAN) PLYWOOD ROOF SHEATHING - SEE STRUCTURAL WALL BATT INSULATION - R -13 ROOF BATT INSULATION - R -5, SEE DETAIL II/41J ROOF SUMP AND DRAIN W/ OVERFLOW DRAIN, SEE DETAIL 21/46.1 BUILT UP ROOFING SYSTEM PREFMISHED METAL COPING SEE DETAIL 2/46, METAL WALL F_ASHING - SEE DTL. 1/A6J METAL GUTTER SYSTEM SHEET METAL SCUPPER AND DOUNSPOJT SEE DETAILS IS end 22/46.1 W • J GUTTER DRAIN AND RAIN LEADER - COORDINATE WITH MECHANICAL DESIGN-BUILD CONTRACTOR STEEL CHANNEL - PAINT /p PREFINISHED METAL FLASHING OVERHEAD COILING DOOR TUBE STEEL TRELLIS/ROOF STRICTURE - SEE STRUCTURAL EXTERIOR LIGHT FIXTURE 3 -5/5' METAL OR 2x4 WOOD STUDS • 24' OC. FIREBLOCKING 2' -0' WIDE TILE BAND SET INTO CONCRETE STEEL ANGLE. (PAINT) - SEE STRUCTURAL 2x6 WOOD STUDS • W' O.G. 2x5 LLbOD FASCIA BOARD - PAINT 2' -0' Y 2' -0• CITY OF'TUKWILA APPROVED APR 1 2 2000 AS N /(LD O CANOPY SECTION 1 v SCALE IR' -0' D14dG DM9tOtJ oT oocw¢a, a ° °N 4°°um °M A „ATE:. SHEET METAL LOUVERED VENT - SEE DETAIL II /462 ^ FABRIC AWNING a_ W (1 15 U (0 J • J GENERAL NOTES 5 A CANOPY ACCESS PANELS TO BE 2' -0' WIDE x 3' -0 HIGH - i/2' PLYWOO). HINGE AT ONE SIDE AND LATCH AT OPPOSITE SIDE. EACH ACCESS PANEL TO NAVE A 4' -0' x 4' -0' x 31 PLYW000 ^� LANDING W-ERE OCCURS LOCATE PER REFLECTED CEILING PLAN. B. CANOPIES TO BE FULLY SPRINKLERED C. EXTERIOR LOAD BEARING WALLS TO BE 2 HOUR RATED PER UL U90 TA. FRAMING 15' -2' AFF. 4 BO. STEEL II' -4' AFF. a 0 A U 1111 W VIM • m O ©O A ORD 1%. 0 PROJECT NO. • 20102 DRAWN BY : MRA/MS CHECKED BY RS, TJN DATE: 02 - 14 - 00 REVISION PERMIT - 0244/00 BID - 02/14/00 03/19/00 2 PLAN CHECK 0IO2442dw9 BENNER STANCE ASSOCIATES ARCHITECTS, P. 5000 S.W. MEADOWS RD. SUITE 490 LAKE OSWECO, OR 0235 FAX (5030 670 -0235 hue be50r:M.com WALL/ CANOPY SECTIONS 1,0 Va OF TUKWIIA,. PE04, GENtEF V Lr` 1 S ( 6 CO CO Q co • W — 3 • < 2 ^ I E. A4.2 O ANT rma E MWRp IE CTS P.C. CANOPY O 1 SECTION • ROOF SCALE: 3." • 1' -0" p 6:1-65 . FIN. FLR 1"' O �- q CANOPY SECTION SCALE: 10 -0' {O o WALL SECTION Iv SCAL¢: I/1'.1 WALL „ SECTION SCALE. Ul'. WALL SECTION KEYNOTES NOTE : THIS LIST OF KEYNOTES 15 THE SAME FOR SHEETS A4.1 - A43 BUT ALL KEYNOTES ARE NOT NECESSARILY APPLICABLE TO ALLSHEETS. KI MEMBRANE ROOF FLASHING ® 4' CONCRETE PLATA WITH 6 x 6 WA x 1111.4 WWF. OVER 6' COMPACTED GRANULAR FILL. • CONCRETE FOIFJDATION SYSTEM - SEE STRUCTURAL ® !' SAND OVER vAPOR BARRIER OVER I' SAND OVER COMPACTED GRANULAR FILL - SEE SOILS REPORT FOR GRANULAR FILL REQUIREMENTS O6 UNDISTURBED SOIL STANDING SEAM METAL ROOFING OVER 3/4' PLYWOOD SHEATHING - SEE STRUCTURAL Ol PERIMETER FOUNDATION DRAIN - SEE DETAIL 14/412 OS CONCRETE SLAB WITH REINFORCING- - SEE STRUCTURAL 3B• FIBER EXPANSION JOINT FILLER MONDE SEALANT AT EXTERIOR - SEE DETAIL II /Al2 (�, V CM. MASONRY - SEE ELEVATIONS FOR MASONRY TYPE II ALUMINUM STOREFRONT SYSTEM O SYNTHETIC PLASTER SYSTEM OVER MINIMUM I' RIGID INSULATION AND WALL SHEATHING O STEEL COLUMN - SEE STRUCTURAL I4 MISC. FRAMING - SEE STRUCTURAL 15 TRUS9 - SEE STRUCTURAL O BEAM - SEE STRUCTURAL Il CANOPY TRUSS - SEE STRUCTURAL O BUILDING SIGNAGE 2 -00X 19 PLYWOOD ACCESS PANEL LW PLYWOOD LANDING - SEE GENERAL NOTE 'B ■20 SOFFIT VENT STH INSECT SCREEN SEE DETAIL 16 /AL.I 21 RECESSED LIGHT FIXTURE - SEE REFLECTED CEILING PLAN) 22 5/S EXTERIOR SOFFIT BOARD 23 2' -0' ADE x 3/4' PLYWOOD CATWALK 24 BUILDING SIGNAGE - NIC PLYWOOD ROOF SHEATHING - SEE STRUCTURAL WALL BATT INSULATION - R -13 ROOF BATT INSULATION - R -19, SEE DETAIL 11/41.1 ROOF SUMP AND DRAIN W/ OVERFLOW DRAIN, SEE DETAIL 21/46.1 BUILT UP ROOFING SYSTEM FREFINISHED METAL COPING SEE DETAIL 2/46.1 METAL WALL FLASHING - SEE DTL. l/A6.1 METAL GUTTER SYSTEM SHEET METAL SCUPPER AND DOWNSPOUT SEE DETAILS IS and 22/46) PREFINISHED METAL FLASHING GUTTER DRAIN AND RAIN LEADER - COORDINATE WITH MECHANICAL DESIGN -BUILD CONTRACTOR STEEL CHANNEL - PAINT SHEET METAL LOUVERED VENT - SEE DETAIL 11/462 FABRIC ALLNING OVERHEAD COILING DOOR TUBE STEEL TRELLIS/ROOF STRUCTURE - SEE STRUCTURAL EXTERIOR LIGHT FIXTURE 3 -5/e' METAL OR 2x4 WOOD STUDS • 24' O.C. FIREBLOOCING WDE TILE BALD SET INTO CONCRETE STEEL ANGLE /PAINT) - SEE STRUCTURAL 246 WOOD STUDS • 16' OL. 2. WOOD FASCIA BOARD - PAINT GENERAL NOTES A CANOPY ACCESS PANELS TO BE 2' -0' WIDE x 3' -0' HIGH - 1/1• PLYWOOD_ HINGE AT ONE SIDE AND LATCH AT OPPOSITE SIDE. EACH ACCESS PANEL TO HAVE A 4' -0' x 4' -0' x 3/4' PLYWOOD LANDING tI NERE OCCURS LOCATE PER REFLECTED CEILING FLAN. B. CANOPIES TO BE FULLY SPRINKLERED C. EXTERIOR LOAD BEARNNG WALLS TO BE 2 HOUR RATED PER UL U90S. 24• -2' AFF. iO. FRAMING 22' -13' AFF. T.O. MASONRY VARIES (SEE ROOF PLAN) T.O. SHEATHING 4 3 0 . -0 . FN. FLR OD WALL SECTION SCALE I/2,-V APR 1 2 O(JO AS NW, ro810N 5 REGISTERED ARCHITECT 'TAT WpSH1yCTOX • J � W o z _ F Z Q O W ' O w 4 f W 2 W , a. Q D § c^ >— r IIII MM V � a Q a PROJECT NO. 20102 A 03/19/00 PLAN CHECK 01024434 A4.3 DRAWN BY MRA.MS CHECKED BY RS, TJN DATE 02 - 14 - 00 REVISION PERMIT - 02/14/00 BID - 02/14/00 BENNER STANCE ASSOCIATES ARCHITECTS. P.G. 5000 S.W. MEADOWS O. LAKE OSV FAX (503) 670 -0235 bes4lbeaafdEcGm WALL CANOPY SECTIONS C � p� POWS GENTEn DOOR SCHEDULE NO. LOCATION SEE DOOR FRAME REMARKS • NOT USED mam i T - TK __. APe RATNO - MATBW- ... cuss ., .. mei _ MATERAL ., . .. - 2 DBL. STOREFRONT 6' -0' 1' -0' - -- A NONE ALUM TEMP. FACTORY . ALUM. FACTORY 3 EXIT DOOR 3' -0' T -0' 1 3/4" B NONE STEEL NONE PAINT STEEL PAINT 34. EXIT DOOR 3' -0' T -0' 13/4' B I HOUR STEEL NONE PAINT STEEL PANT 4 SERVICE DOOR 3' -0' 1' -0 13/4' C NGNE STEEL - NCNE PANT STEEL PANT 5 COILMY• DOOR 8'_0' 8'_m' __. D NONE ST.L NONE FACTORY STEEL FACTORY 6 COILNG DOOR Im' -0' S' -0' ___ C NONE STEEL NONE FACTORY STEEL FACTORY ALUMINUM STOIEFIOONT SYSTEM' COLUMN BMLAR STOREFRONT TS BEAM SCALE: 3' • 1`_0 CONCRETE FLOOR SLAB I \ SILL SCALE: 3' • Y -0' THRESHOLD SCALE: 3' • 0011, FIBERPIREF010'ED ' SEAL T (S- WITH SEALANT !S -2) THRESHOLD SCALE: 3• • I' -0' RE, VA51 08II0 CITY OF TUKWILA APPROVED . APR 12- 2000 AS IrJI,U ONt91ON BACKER ROD WITH SEALANT (S -4) 4 I INTERIOR I BASSETT 28'-5 12' 5' -11 12' CMU EPS SHIM AS REO'D BACKER ROD WITH SEALANT -U ALUM STOREFRONT SYSTEM EXTERIOR HEAD SMILAR STOREFRONT JAMB . EIFS SCALE: 3' • I' -0' NTERJOR I MULLION SCALE: 3' • I' -0' 1521E4 VERT CAL MULLIONS SIMILAR (IiE: ELEVATIONS/ GLASS TYPE - (SEE ELEVATION) ±`14 ALUM. STOREFRONT SYSTEM EXTERIOR RE: 2/A51 08410 - kt BACKER ROD AND SEALANT (5.4) TYP. WOOD SHIM TYP. I EXTERIOR I IoI ®ELEVATION /DBL. ENTRANCE STEEL ANGLE JAMB 4 DOOR GUIDE ASSEMBLY COILING OVERHEAD DOOR STEEL CHANNEL - PANT TO MATCH WALL SEALANT AT EACH SIDE THOMABVILLE BACKER ROD AND SEALANT /9 -U TYP. TS BEAM (RE, STRUCT.) OVERHEAD DOOR JAMB SCALE: 3' • 1' -0' ALU1lU1 STOREIQ124T SYSTEM SEALANT' AT EACH BIDE BOND BEAM - SEE STRUCTURAL STEEL TO MAl L PANT TO MATCH - WALL � OVERHEAD DOOR HEAD I INTERIOR I STOREFRONT BEYOND SUB SILL R.ABHNG SYSTEM - SET N SEALANT (S -I) BOTH SDEB SEALANT (8-31 ,LFM. FLR SCALE: 3' • 1' -0' I ii COLNG On/ENNEAD DOOR AAS TYPE (SEE ELEVATION) ALUM STOREFRONT SYSTEM SEALANT /5 -24 • ,I. FN. FLR 0 -0' STOREFRONT BEYOND STOP WITH ILEATHERSTRIPPNG ICI STOREFRONT BEYOND THRESHOLD SET N SEALANT S -U SOT. SIDES TRANSOM SCALE: 3' = I' -0' I NTERIOR I 6,58 TYPE (SEE ELEVATION) ALUM STOREFRONT SYSTEM HEADr ENTRANCE DOOR GLASS E ELEVATION/ (SEE ELEVATION) EXTERIOR I EXTERIOR I ALLIMINJ'1 STOREFRONT DOOR THRESHOLD !LEATHER- STRIPPNG AND SWEEP SEALANT (5.2) DOOR TOP DRIP FLASHING AT HEAD I EXTERIOR I CONCRETE WALK - SLOPE AWAY FROM BLDG. JAMB BEAR DOOR HEAD SCALE: 3' = ( -0' O'N FUTURE GYP. BD- • TENANT SPACES BATT INSULATION FRAMING I INTERIOR I BACKER ROD WITH SEALANT (5 -4) STEEL DOOR STEEL DOOR DOOR BOTTOM THRESHOLD WITH EAT ERETRIP SET IN SEALANT 8G -A 86 -A It -J .6 0 ALUMINUM STOIEFIOONT SYSTEM' COLUMN BMLAR STOREFRONT TS BEAM SCALE: 3' • 1`_0 CONCRETE FLOOR SLAB I \ SILL SCALE: 3' • Y -0' THRESHOLD SCALE: 3' • 0011, FIBERPIREF010'ED ' SEAL T (S- WITH SEALANT !S -2) THRESHOLD SCALE: 3• • I' -0' RE, VA51 08II0 CITY OF TUKWILA APPROVED . APR 12- 2000 AS IrJI,U ONt91ON BACKER ROD WITH SEALANT (S -4) 4 I INTERIOR I BASSETT 28'-5 12' 5' -11 12' CMU EPS SHIM AS REO'D BACKER ROD WITH SEALANT -U ALUM STOREFRONT SYSTEM EXTERIOR HEAD SMILAR STOREFRONT JAMB . EIFS SCALE: 3' • I' -0' NTERJOR I MULLION SCALE: 3' • I' -0' 1521E4 VERT CAL MULLIONS SIMILAR (IiE: ELEVATIONS/ GLASS TYPE - (SEE ELEVATION) ±`14 ALUM. STOREFRONT SYSTEM EXTERIOR RE: 2/A51 08410 - kt BACKER ROD AND SEALANT (5.4) TYP. WOOD SHIM TYP. I EXTERIOR I IoI ®ELEVATION /DBL. ENTRANCE STEEL ANGLE JAMB 4 DOOR GUIDE ASSEMBLY COILING OVERHEAD DOOR STEEL CHANNEL - PANT TO MATCH WALL SEALANT AT EACH SIDE THOMABVILLE BACKER ROD AND SEALANT /9 -U TYP. TS BEAM (RE, STRUCT.) OVERHEAD DOOR JAMB SCALE: 3' • 1' -0' ALU1lU1 STOREIQ124T SYSTEM SEALANT' AT EACH BIDE BOND BEAM - SEE STRUCTURAL STEEL TO MAl L PANT TO MATCH - WALL � OVERHEAD DOOR HEAD I INTERIOR I STOREFRONT BEYOND SUB SILL R.ABHNG SYSTEM - SET N SEALANT (S -I) BOTH SDEB SEALANT (8-31 ,LFM. FLR SCALE: 3' • 1' -0' I ii COLNG On/ENNEAD DOOR AAS TYPE (SEE ELEVATION) ALUM STOREFRONT SYSTEM SEALANT /5 -24 • ,I. FN. FLR 0 -0' STOREFRONT BEYOND STOP WITH ILEATHERSTRIPPNG ICI STOREFRONT BEYOND THRESHOLD SET N SEALANT S -U SOT. SIDES TRANSOM SCALE: 3' = I' -0' I NTERIOR I 6,58 TYPE (SEE ELEVATION) ALUM STOREFRONT SYSTEM HEADr ENTRANCE DOOR GLASS E ELEVATION/ (SEE ELEVATION) EXTERIOR I EXTERIOR I ALLIMINJ'1 STOREFRONT DOOR THRESHOLD !LEATHER- STRIPPNG AND SWEEP SEALANT (5.2) DOOR TOP DRIP FLASHING AT HEAD I EXTERIOR I CONCRETE WALK - SLOPE AWAY FROM BLDG. JAMB BEAR DOOR HEAD SCALE: 3' = ( -0' O'N FUTURE GYP. BD- • TENANT SPACES BATT INSULATION FRAMING I INTERIOR I BACKER ROD WITH SEALANT (5 -4) STEEL DOOR STEEL DOOR DOOR BOTTOM THRESHOLD WITH EAT ERETRIP SET IN SEALANT :� °��.xa:�s� :sue !BACKER ROD AND BACKER RCA AND SEALANT (S- I/ - 'SEALANT (S-) 2x6 WOOD STUD FRAMING . WOOD MD FRAYING EFS ON VY EXT. GRADE .. EFS ON IR' EM. GRADE' PLYWOOD SWEATNING PLYWOOD51EATIR6 ... O STOREFRONT 15 O STOREFRONT DETAIL ecALE I-I/1 , r CITY OF PAILA APPROVED APR 1 2,2066 AS NU1tU. ®iflLDMG DAITSK I - CHECKED. BY RS; T. DATE , 02-14-60 .REVI WOOD 6NIM f7TP, BAOI.RROP AND' HID 42 -- SEALANT (e_U TYP SUMP and D.S. SCALE= 314' •1' I TA. SHEATHING I REF. TO ROOF PLAN TA. SUMP. REF. TO ROOF PLAN COPING - , SEE 1/46.1, BEE EM: ELEV. FOR FINISHES WALL: FLASHING- BEEX, ELEV. FOR FINISHES V P BALL MASHING HEIGHT IS GIEAtER THAN 24e - .: ATTACFIENT WITH LEAD ANCHORS AT MID LEVEL IS REQUIRED. 3) APPLY SEALANT (S -U AT ALL -JOINTS - (TTP).. . WALL FLABHWG WIDTH SHALL BE 48•. WIDER SECTIONS ARE ALLOILED 155W PARAPET HEIGHT IS 34' OR LESS r MECH. UNIT RE: MECHANICAL NEOPRENE w404eRB NAILED • 5' O&... GAL, SHEET MTL. FLASHING - PROVIDE BREAKS M FLASHING AS REWIRED TO �.' ACCOMODATE FECUANICAL UNIT.... 3/4' PLED.. 4' CONT. FIBER CANT BASE FLASHING SALK PAD 1 1 ` 2 SEPARATE SHEETS (WALK- PAD ,iI\.:i; ROQFEuS 3 ONTO . 1111 COPING - SEE 1 /A6.1 METAL WALL FLASH ING SEE Da. ELEV. FOR FINISHES LEAD FLANGE ILELD. TO SCUPPER BOttCM EDGE OF SCUPPER • SI01P DECK TYP- CANT SWOP EDGEOF LEAD PAN METAL COPING - SEE EXT. ELEV. FOR FINISHES V2" HEM WITH SEALANT (5 -I) CANT * FRAME WALL SCALE: 1-1/2' SCALE:. I N' • I'-0 4 LE. LEAD FLANGE GE: 34 GA STARLESS STEEL SCUPPER 4'X6" GALV, SFR. PIT, DE, PAINT SEE - EXT. ELEV, FOR FR SIESS caMEcT_ DB. To SPE BTOR'1 - SEI ER SYSTEM. LEAD FLASHING BUILT - Ip Roo. OVER CONT, 1 X @ P.T. BACKS. FRAMING RE: STRUCTURAL EXT. INSUL FINISH AND MOIST. DRAIN EYE. OVER I I/3' RIGID @SUL. OVER. UNDERLAY- PINT OVER Vi PLYWOOD - SHEATHING - SEE ENT. ELEV, FOR FINISHES BUILT -UP ROOFING EXTEND TO TOP OF BACKING INSTALL ADDITIONAL FRAMING AT SUMP AS REOUIRBD LEAD PAN - EMENDS THROUGH SCUPPER TYP. WALL - LEDGER (RS STRIJCT.) SEALANT (13-1) - BOTH SIDES 3x P.t. Top PLATE .. I .. X 10' LONG ANCHOR BOLTS . • 5' -0 O.C. W/ I'.0' MAX SPACING - ON CORNERS G • EDGE OF PLATES WALL METAL FLASHING* EXIBJD TO TOP OF PLATE- SEE DETAIL 1/A6.1 ROOF THACH COVER •HINGE -PA FIBER INSULATED CURB W/ INTEGRAL CAP FLASHING 3x6 STUD'. WALL 'ROOF HATCH PAINTED.' ISC3• c C.lSNA.. EA. SIOS IA I S 507x, en.. IFSIN.S a1F_I,D TO C•400,.. L. - - EASEEDGES� RADIUSENID6 4.4 BLOCKING • 8UPPORT13'. _ 5f6 GYP - ED. OVER A SW PLYWOOD AR,C IT; ' 5000 SW. III IEf A'S BFWAI PROJECT NO.' 10101 DRAWN BY I' STANDING SEMI PARAPET COPING ON Be FELT OVER CONT. BEVELED CEDAR 54451 - SEE DETAIL 3/46.1 S SEE EXT. ELEV. FOR FINISHES TOP OF MASONRY $ SEE ROOF PLAN FASTENER AY IS" O.C. WITH INTEGRAL NEOPRENE WASHER SEALANT (5 -I) - 130514 SIDES 3. P.T, TOP PLATE X 10' LONG ANCHOR BOLTS O 6'-0 . 0.C.111/ 1 MAX SPACING N CORNERS • • EDGE OF PLATES. WALL METAL FLASHING, EXTEND TO TOP OF PLATE - SEE DETAIL 1 /A6J SEE EXT. ELEV. FOR FINISHES A CONCEALED HOLD DOW FABTENE • 16' OG. 6 -1 -01 PREFINISHED - MTL WALL FL461450 SEE DETAIL 1/46.1 LEAD ANCHOR wIT44 SCREWS AND NEOPRENE WASHER I' -0 HIGH 3/4' P.T. PLYWOOD ANCHORED TO WALL FIBER CANT - SEE DETAIL II /461 BUILT -UP ROOFNGG vARE6 - SEE C O TAB. ROOF PLAN INSULATION LEDGER - SEE STRUCTURAL MASONRY - SEE EXTERIOR ELEVATION FOR FINISHES CANT STRIP BASE SHEET BASE FLASHING BASE FLASHING SASE FLASHING 1/3 ROOFING PO'S COUNTER FLASHING EXTENDS 4' CNTO ROOF, 12' UP WALL SHEET METAL FLASHING 4' -0' SHEETS. SEE EXT. ELEV. FOR FINISHES MASONRY WAN.1. SEE EM. ELEV. FOR FNISNES TYPICAL CANT STRIP COPING SCALE, 3' 1'-0' STANDING SEAM JOINT SEE 3 /A6J �.m a WALL FLASHING HVAC OMB GENERAL NOTES I. BURGLAR BAR FRAME TTP. • ALL ROOF AND WALL . I1'ECH... DUCT) 05505. WAD'. AND LARGER i 'x1• FLAT. BAR FRAME 144 5 REBAR OR V. OARS • 6'00. EA WAY. ATTACH AT BLOCKING 11/ a•'• LAG. BOLTS. • 24'00. VELD HEADS TO FRAME AFTER INSTALLATION 2. SHEET META!'. COUNTER FLASHING AT TOP CF CURB SHALL BE INSTALLED PRIOR TO 11415 INBTALLATIOI IF NOT, UNITS TO BE REMOVED AND REINSTALLED AT CONTRACTOR'S EXPENSE. 3. ALL SEAMS SHALL BE CLEAN AND NEAT. USE DRIVE CLEAT SYSTEM FOR ATTACN'ENT. 4. PROVIDE LAG BOLTS • 2' -500. AT PERRETER OF ENTIRE CURB. 5.551510E GAS STIES WITHIN CURB AT PERIMETER CF ENTIRE CURB. 12 MECHANICAL CURB r STANDING SEAM PARAPET COPING ON S FELT )VER CONT. BEVELED CEDAR SHIM • SEE DETAIL 3 /A6J • STANDRYG SEAM FETAL ROOF! LOUVERED WALL VENT @IO2a674.. 1 , O STANDING SEAM 1 SCALE HALF SCALE PREFINISHED METAL WALL FLASHING - SEE 1 /AbJ IS'H x 24' WSHEET METAL WND DRIP COVER PREFAB GJ. VENT W/ STORMPROOF P OOF VENTS AND ANTI INSECT SCREEN - PANT TO MATCH ADJACENT COLOR (VERIFY PRIOR TO FABRICATION) CONT. FOAM BACKER ROD E MIDPOINT OF EACH PANEL (3/4 ", BLOCK AS NECESSARY SHEET METAL FLASHING SEALANT (S -U ALL AROUND FREFNIS.D METAL WALL FLASHING - SEE 1 /Abl CONCEALED FASTENING CLIPS AT 2, O.C. MAX OR AS REDD. BY MANtPACTURE2 PREFINISHED STANDING SEAM METAL ROOFING OVER ROOF. FELT AND PLYWOOD SHEATHING r PANEL ROOFING OVER VS' HAT C 4ANJELS OVER METAL FRAMING : SEE STRUCTURAL GA, g�E� mow,. % I/2 ET NEER SLOPE TO DRAIN EXTEND GUTTER FLASNIN'z 6ID' UP ROOF SLOPE mit FLASHING 2x FT BLKG PREFAB. WOOD 'iIJSCON' COLLPN 0 7 EAVE DETAIL SCALE: 1-1R" J I'-0" FLASHING DETAIL SCALE 1 1/2" = I'-O" 13 O FLASHING DETAIL SEALS 1 1/2" = 1-O" BONDING ADHC,3NE MEMBRANE HOT-AIR WELD SEAM CAULK MEMBRANE .. cEOe�1� tiQ MPS 3 .z ceN P EP TEY WILA AP PROVE APR 1 2 2000`. AS. NOfLO, '. LUL DFNG ,DIVISION : :"' Q a 0 PROJECT NO. 20102 - - DRAWN BY ? ., , ` CHECKED BY RS, TM -. DATE REVISION PERMIT ± 0216 �.^•.v wd4.:. }'y Qy 4+1.•+Ni642+92i ^wF ^ EIFS REVEAL SCALE: HALF SCALE SYMFEfIC PLASTER SYSTEM C N V2 PLTIUDOD SHEATHJI. JOIST OR BLOCKING AT . EACH CONTROL JONT SOFFIT. VENT EFS OVER CM! RAND COW'N BABE SQUARE COI.IMI PLNTN SEE STRUCTURAL SCALE :,HALF SCALE : 09240 B.O. SOFFIT/FAMATHING VARIES 3/4' x I/2 DRIP AIL • DECORATIVE COLUMN DETAIL • AWNING CORROSION RESISTANT EXPANSION BOLT PER MANUFACTURER PREDRILL MASONRY TAUT A IS PROVIDE V4' ALLTINIUM SPACERS AT EACH CONNECTION POINT .. CENTER BOLT N CMU COURSE FABRIC AUNNG COVER EFS O MISC. `ATTACHMENTS 20 `V'M Fi HALF •Y'M F EXTERIOR INSULATION FINISH AND MOISTURE DRAINAGE SYSTEM WITH 1 Mir RIGID INSULATION OVER U4DERC;4YT'E74T $ A.AN7 - . WITH 90ND BREAKER ALL .AIO LND P 5 REGISTERED i FFR' `BENNER T A T S � F WRSHINSTUN „..,,,,,, ,o,„,„ v.,,s„., P ,PMR 1)2(300-0/1./ EXTERI DETAU• tflY Of TUTMLA, APPROVED APR 1.210 AS NOTED, BUILDING twist() 4x6 WOOD VW•IV OC 1/4' EXT. GRADE PLYWOOD SHEATHING EXTERIOR NSULATION FINISH MID HOig 1 UV RI GID SYSTEM OVER MM I MESH AND RI BASE WRAP ME COA SH BASE COAT MIN 4' AT BACK 3/4' BACKER ROD AND SEALANT !S -U O DETAIL •EIFS 1 0 CONDITION �, t CONDITION "F3' GRID 3/4• NOTE: REFER TO STRUCT- DOCUMENTS FOR GROUTING AND REINFORCEMENT REGeJIREMENTB- O C.M.U. EXPANSION JOINT A4, SCALE: I I/2' = P_m• EFS OVER OMJ .LIME HALF COLUMN PLINTH ROUND HALF COLUMN BASE DIA PLAN 'NSCON' HALF COLUMN SHAFT TYP- MASONRY WALL CONT BACKER ROD AND SEALANT :BOTH SIDES ASREQUURED OPRE E EX.•ANSION JOINT T. BACKER ROD AND SEALANT, BOTH SIDES AS REQUIRED DETAIL • DECORATIVE COLUMN NOTE DETAIL SIMILAR FORVERTICAL AND HORIZONTAL TEMAI.S EFS OVER Oil SEE STRUCTURAL SQUARE CCUrN FUR H 4 RAN LEADER - COORDINATE AV M CKANKAL DEBIGNMUILD CONTRACTOR ROM, ODLIMT BASE H' D. FLAN TUECON' CCLUMA SHAFT BACICIER ROD METAL EDGE EIFS REVEAL SCALE: HALF SCALE DETAIL SIMILAR FOR VERTICAL AND HORIZONTAL REVEALS SYNTHETIC PLASTER SYSTEM ON VL' FLYSCOD !WEANS* cc co Q ■ H i LS. PROJECT NO: DRAWN BY, CHECKED BY DATE 04 -14 -00 REVISION I'E1.111 04,00 BID 4108 TYP. SoG. CONTROL JOINTS - REF. 1 /55.1 ® EL. I00.00' v B (9833') USE ©ALT. FOR ALT. CLERESTORY; TYP. (4) LOCATION' ARCHITECTURAL COLUMNS REF. ARCH. (8) LOCATIONS 11 2 ,_ 0 ,. 2 (9833')( SA3' )(9e33)(9833' J 9833) 4. , 60 EL. >000<' INDICATES TOP OF SLAB ELEVATION. S_. . -FIELD , VERIFY EXISTING DIMENSIONS AM ELEVATIONS.: O .O (sale') (wiry) (XXXxX') INDICATES BOTTOM OF FOOTING. ELEVATION. Q INDICATES FOOTING TYPE. REF. FOR REF. SHEET 55.1 FOR TYPICAL' CONCRETE DETAIN° or Tu WIL APPRDYED REF. II/55.1 FOR CONT'�L JOINTS, REF ARE141 � FOR LOCATION. APR 2,2000 REF 5/55.1 FOR STEPPED FOOTING DETAIL • NDIEP 7tpLOIJGronnsron s, INDICATES PARTIALLY GROUTEp'.;'TASOI`IRY • WALL REF. 50.1 FOR MORE INFQR tATICNL' INDICATES SOLID GROUTED MASONRY W ALL. 4 w/ (2) S. EA. FACE 9 48' o e VERTJOAL �AR6 REF. 80.1 FOR. MOIL 1NFO e n c emus , . aim INDICATES SIMPSON LTT205 w/ ,0616 x24' -0" • 4' -0" o.c.,. REF. NOTE' 1. T8 4x4xt 4, TYP. R-1DICATS SIMPSON M8T60 e EV -0" e . REP. NOTE 8' T /C =2.2K Tr. AT STRAPS. 12 BELOW CTTP ABOVE SIM. BELOW) i INDIGATES SIMPSON LTT208 w /CS16x20' -0" • 4 -0" at: REF: N ATE 40 L 8 .. 1/e =f-o TYP. ADDITIONAL JOIST AT CANOPY WALL ROOF FRAMING PLAN I ADDITIONAL JOIST AT CANOPY WALL INDICATES SIMPSON LTT205 w/ 0516 x25' -0" a 4' -0" cc., REF. NOTE I. PIRLDSp: pr GEV OF TUIlSIA,; ',PROVED APR 1 2 T6IO AU NWUU 44' -0" MIN. ROOF SHEAR DIAGRAM EXTENT OF BLOCKED DIAPHRAGM WITHOUT ALTERNATE CLERESTORY OPTION. REF. NOTE • 1. 4 ,1:1 22 PSF 5' -0" 22 PSF 12, 0 PSF SNOWDRIFTS AT CLERESTORY OCCUR FOR ALTERNATE PLAN ONLY - - GL. 3l4x9 TYP. (6) LOCATIONS TRACK REF. 15/66. TYP. AT COLUMNS 2) 6 " -IS GA JOISTS UPPER FRAMING C2). LOCATIONS 62' -0" MIN. NOTES 1. 3. INDICATES EXTENT OF BLOCKED DIAPHRAGM WITH I0d NAILS AT 21/2" dd. AT BOUNDARIES, WITI.1 10d NAILS AT 4" oc. AT PANEL EDGES AND I0d NAILS AT 12" o - IN THE FIELD. INDICATES EXTENT OFF UNBLOCKED DIAPHRAGM WITH IOd NAILS AT 6" or.. AT SUPPORTED PANEL EDGES AND WITH I0d NAILS AT 12" or IN THE FIELD. INDICATES EXTENT OF BLOCKED DIAPHRAGM WITH i0d NAILS AT 2 or. AT BOUNDARIES, WITH lad NAILS AT 4" o.c. AT PANEL EDGES AND lad NAILS AT 12" oo. IN THE FIELD. APPLIES TO ALTERNATE CLERESTORY OPTION ONLY. ADDITIONAL - 39" TJE FOR CLERESTORY OPTION . TYP. GL b i�4x45� BELOW SIN. GL 6 BELOW TYP. ALTERNATE ROOF O FRAMING AT CLERESTORY MAX. 5"-IS GA JOISTS TYP. C2) S " -IS GA JOISTS AT COLUMNS ADDITIONAL 35" TJS FOR CLERESTORY OPTION REF. ARCH_ FOR' EL.. 11 z" SHEATHING w/ Sd 1 AT 6" c.c. AT PANEL EDGES TTP: 2x NAILER w/ 0.145" A LOW VELOCITY FASTENERS a 12 o.c. CANOPY SECTION 1 / 2 " = - o" 1 SHEATHING w/ Sd NAILS AT 6" ot_ AT PANEL EDGES TTP. !a SHEATHING w/ Sc NAILS AT 6" ot. AT PANEL EDGES TTP. REF. ARCH. FOR EL. TTP. (2) SIMPSON A34 CANOPY SECTION 1/2 " =1._Q" 1/2".1 CANOPY SECTION 4 " -IS GA. STUDS . • 24 ". oo. Cm' OF_TU ISLA APPROVtO APR 1 2 2000 AS ii0fx0 REF_ ARCH. FOR EL TTP_ REF.. ARCH. FOR EL. TTP. PREMANUFACTURED - TRUSSES a 24" o.c. 1%" SHEATHING w/ Sd NAILS AT b" os. AT PANEL EDGES TYP. TS Sx2x REF. ARCI-I. FOR LOCATION TS lx5 -4 "x18 GA. !BEYOND COPE END AS NEEDED somm JOIST REF_ PLAN WALL SECTION 1/2 " =1• -0" CITY OF TOhWIlA APPROVED APR ;1' ^ 2000 As ROTE0 cu ary� •�q�� DATE 2/24/1000 1, 2" SHEATHING w/ 8d NAILS a 6" oz. AT PANEL EDGES TYP. V2" SHEATHING w/ 8d NAILS • 6" oz. AT PANEL EDGES TYP. SIMPSON A34 PREMANACTURED TRUSSES a 24" oz. JOIST REF. PLAN IE 18 GA_x5x1' -0" FAR SIDE w/ (4) • !0 TYP. (4) • 10 SCREWS TYP. 4 "x18 GA. TRACK (3) • 10 SCREWS TYP. 1, 2" SHEATHIN`. (4)•10 SCREWS TYP. 4" x 18 GA_- (2) • 10 SCREWS TYP. -4x6 BEAM 4.6 FILLER BLOCK JOIST REF. PLAN 5000 SHIM AS REQD_ WI (2) • 10 SCREWS - AT EA_ JOIST (3) • 10 SCREWS (3) • 10 SCREWS TYP_ 1 '2" SHEATHING W/ • 8 SCREWS AT 6" oz. AT SUPPORTED PANEL EDGES TYP_ 4" x18 GA_ 1 SHEATHING w/ 8d NAILS a 6" oz. AT PANEL EDGES TYP. EL_ VAR1ES REF. ARCH T.O. FRAMING SIMPSON .434 Sy•' SHEATHING W/ 8d NAILS a 6" oz. AT PANEL EDGES TYP. pREMANuPAGTURED TRUSSES s 24" oc_ EL. VARIES REP. ARCH BD. PIN1SH EL. VARIES REF. ARCH T.O. STOREFRONT (2) • 10 SCREWS • j TYP. 1, 2" 5V- VEATHING w/ 8d NAILS a 6" oz. AT PANEL EDGES TYP. REF. ARCH. FOR ELEVATION 1 '2" SHEATHING 8d NAILS a 6" oc. AT PANEL EDGES TYP. FOOTING :SCHEDULE MARK SIZE T BOTTOM REIPFORCNG )((IN) 4'- 0 "x4' -0" 12" (5) &5 EACH WAY .. 10 ^.. - 6' -0" x 6' -0" 12" (5) • 6 EACH WAY ©ALT 6' -6" x 6' -6" 12" (6) • 6 EACH WAY Q 5' -3" x 5' -3" 12" (5) • 6 EACH WAY DO 4' -9" x 4' -9" 12" (6) • 5 EACH WAY Q 3' -6" x 3' -6" 12" (4) • 5 EACH WAY COLUMN BASE : E SGNEPULE COL SIZE WIN.) B(IN.) TON.) )((IN) ANCH. aOLT5 oJ DIA. x L T5 3x3 . 6,,.. .. 10 ^.. 3 4" lit" (2) 94"0 x g „ TS 4i(4 10" 10" 9 4" 11 (4) 3 44 "4 x 9" TS 62(6 12 ', ' . 34" .... - lip" (4) 34 "4 x 9 " 4" SLAB ON GRADE w/ •4e16 "oc. EA. WAY • 4 DOWELS w 16" oz. LAP I -6" FIN_ FLR REF. PLAN 24 • 4 r SPAGINMG TO MATCH SLAB CAULK JOINT w MIN DEPTH OF Ii2 OF JOINT WIDTH IrdregM 02.7. sat .1=1 VERTICAL WALL REINF. EACH SIDE OF JOINT BASE 15 REF, BASE 1E SCHED. 10/SS.I 11= I1= 7L- = 1I= 11= 41 =11 =1f =7l 11 11= 11 :11 =7L 71.= I= SLAB ON - GRADE COMPACTED._ BACKFILL •5.12 " / ALT. HOOKS •6e12 "oc. 4" PERFORATED DRAIN PIPE SLOPE TO DRAIN - - CONC. WALL AT LOADING DOCK TYP. CMU WALL CORNER PLAN 1 " =1' -0" EXT. GRADE 6 .12" o.c. GRANULATED STRUCTURAL FILL GRANULATED — MATERIAL REF. GEOTECH. (3) • 5 CONT. S.0.G. REF. PLAN RETAINING WALL DETAIL • 4 e..49" 00 .ALTERNATE HOOK (2) SIMPSON P4440 42 CUT TO LENGTH 'NAIL TO 111000 BASE CUR. (TYP) 8" 8 ,, DOWELS TO MATCH 5.00s. BARS ,2 (2)•5 — 772 •5e12 "oc. .• 4 e 12" oc. 9 X N PEF. CUR_ ;E' GIVIL COVER (3) • 5 CO IT. •5 a 12" 0.0. vERT. • 4 • 12" oc. HORIL SLAB REF. / ARCH. DRAIN PIPE. SLOPE AS REQ'D 5e12 "Oc. SIDEWALK REF. CIVIL (3) • 4 x CONT. FOUNDATION AT HEADER COURSE 13 - PREMANUFACTURED COLUMN. REF. ARCH: . BY OTHERS .CHAMFER PER ARCH J 4 l DOWELS PER COLUMN MFR L L (9) • 6 VERT.'. DOWELS :. • SLAB ON GRADE v" MIN. FROM FAG SHELL, TYP. I" MIN. CLR BTWN. REINF. TYP. FILL W/ I' -6" WIDE - CONTINUOUS WALL FOOTING BEYOND TYP. AT DASHED LINE • DENOTES REINF. STEEL IN SPREAD FOOTING PER 8/55.1 o DENOTES CONTINUOS REINF. STEEL N WALL FOOTING PER 14/55.1 EXTEND THESE AS 2' -0" MIN. INTO SPREAD FOOTING TS TO BASE iE Y TS TO BASE 12 -WOOD BASE PER COLUMN MFR • 4 DOWEL COLUMN BASE LAP 1' -6 EL. REF. ARCH. •5e 12 " oc. • 4 e.12'!, oc.::.. DOUBLE + - IORIZ. LAYER A/2 PER FOOTING ,SCHEDULE 8/55.1 LAP LAP • 5 CONT. IZ RENF. N BOND BEAM TYP. 10" SECTION A -A SPREAD FOOTING AT PERIMETER WALL MASONRY WALL TYP. REF. 6/56.1 FOR TS CONN. TO UTAI I REF. PLAN - FOR ADDITIONAL FOOTING INFO. m BASE PLATE DETAIL BASE E'. REF. SCHEDULE 10/55.1 FOR SIZE 4 ANCHOR BOLTS SLAB ON GRADE CONTROL JOINT 1 ISOLATION JOINT w/ PREMOLDED JOINT FILLER A" REF. FOOTING SCHEDULE 8/55.1 FTG. THICK 1V:31-1 T /I0 . 34" MIN.) KEYED JOINT. le SLAB MID - DEPTH) PAINT w/ CURING COMPOUND AS BOND BREAK' BEr - ORE ADJACENT SLAB IS PLACED IV SAW CUT (SAW SAME DAY AS POUR) FILL w/ JOINT SEALER SANDY GRAVEL OR CRUSHED ROCK UNDISTURBED SOIL SAW CUT JOINT FORMED JOINT - TYP. FOOTING - SCHEDULE TYP. STEPPED FOOTING DETAIL TYPICAL SLAB ON GRADE O 1 ° =1' -o" O 1 " =1 - 1" • 4 a 48" o.c. SLAB w/ REINF. PER PLAN I' -6" 2' -0" • SIM. O ISOLATION JOINT AT COLUMN O TYP. WALL FOOTING CL REF. 1/55.1 FORUNDERSLAB REQUIREMENTS - " '02D610 NOTE: CONTROL JOINTS TO BE 20-0" aA- NAX. CONSTRUCTION JO NT STRIP FLUSH WI Bey / V SURFACE i , B „ 3' CLR (TYP) WALL 4 FTG. 8" MASONRY WALL DOWELS TO MATCH VERT_ . WALL REINF. ALT. HOOK AS SHOWN. (3) • 4 x CONT. O THICKENED EDGE DETAIL. PELF S���LP ' PROJECT- 9955'1.02 .DRAWN BY.e BvF • EFEO'BY DATE '. 2/24/2000'; REVISION BID 5=T -1" svGii aMw sa.i3 .: fat o•w"' � -mtum- SIMPSON A34 CLIP* 24" o.c. 2x6 , • 12" o.c. w/. (2) KING w/ SINGLE 2x TRIMMER" STUDS AT WINDOW OPENINGS SECTION A GL BEAM REF. PLAN SECTION A -A : BEAM SEAT DETAIL w 3 4x6 1 %xl' -0" w /(4) GROUTED cELLS NTo ro, -- '--C2) E �4xbx0' -8" w/ C2) 3 /4 "d TH BOLTS '16 GL BEAM REF. PLAN T.J1 REF_ PL FOR SIZE HANGER i WE SIW BY JOIST MANUF. GL ISEA1 REF.' PLAN FOR SIZE - OTE= I. NAILER AND TJI N JOIST NOT SWO ., PROVIDE N : ROW IN+t LARl.TT� c -0R0 O TJS FOG C Ct -IORD OF TJS cXXXXIi NOTE: AB'S TO BE LOCATED NO FURTHER THAN 12" FROM LEDGE SPLICE OR END OF LEDGER' SIMPSON LTT20B W /:16cl NAILS • 3 or. •IN(2)ROWS TJI Rim. PLAN • FOR SIZE l- IANGER 4 WEB STIFF Y JOIST I'?ANL T 4x12 34 4 A.525 24" or. 1 THREADED ROD GL BEAMS. IF PLAN FOR SIZE GL" EEA1'1 REF. PLAN FOR SIZE CM OF TUKWIIA APPROVED -" APR 1 2 2001 QUILDIFLG DM910N P.T. 4x10 w/ 'ANCHOR BOLTS e Ib" or. airs NOTE: CLERESTORY FRAMING NOT SHOWN FOR CLARITY 3x6 NAILER wI 169 NAILS s 6" or. SIMPSON EG1 HANGER NOTCH ,e AS NEEDED FOR HANGER PREMANUFAGTURED TRUSS BOTTOM • CHORD (2) 2x6 fE SIMPSON LST424 e 48" oc. TJL (TJS AT SIM.) GL BEAMS REF. PLAN REF. 2/56.1 FOR c N L 218 NAILER TS COL. TRIM AS NEEDED REF. PLAN w/•8x3" SCREWS e 12" or. GL CONN. FOR ALT. CLERESTORY 13 2x6 a 24" o.c. 2x6 E TJL (TJS AT SIM.) SECTION AT CLERESTORY 3x E ROOF SHEATHING NAILER REF. 11/36.1 GL REF. PLAN CLERESTORY SIMPSON CMST14 26' -0" NAILS • 3IA o.c. IN (2) ROWS (PROVIDE (I) ROW IN EACH CHORD OF TJS AT SIM.) BLOCK (DELETE AT AIM) SHEATHING w/ Ed NAILS a 4" or. AT PANEL EDGES 3 4" SHEATHING w/ 10d NAILS a 6" o.c. AT SUPPORTED PANEL EDGES 109 NAILS e " oc. 3x4 NAILER w/ (3) U3' A STUDS TYP. BETWEEN JOIST (2) a 1 4x3x1' -8" TS SPLICE (LOCATION AT CONTRACTORS OPTION) 2x12 FILLER BLOCK REF. 14/56.1 ROOF 5HEATHING BLOCKING ROOF JOIST (DELETE AT SIM.) REF. PLAN 2x BLOCKING BEVEL AG NEEDED E Ix6x0' -5" liz" SHEATHING w/ 8d NAILS a 2" or. AT PANEL EDGES TS COLUMN REF. PLAN GL BEAM E 1 4x8 1 4xt' -0" TS DRAG STRUT i " =1 -0" ROOF SHEATHING DIAPHRAGM BOUNDARY NAILING REF. 523 TS 4x4x (3) SIDES TYP. . - ROOF JOIST REF. PLAN (2) SIMPSON A34 TOP AND BOTTOM NAILER REF. 13/56.1 TS DRAG STRUT REF. 13 /S6.1 2x12 (I) SIDE SIMPSON CLIPS FAR SIDE REF. 13/56.1 SIDE FE xbx0' -8" W/ (2) A301 THRU BOLTS OWJ°REF.. PLAN FOR SIZE NOTE. INSTALL KNEE BRACE AT FIRST TRUSS CLOSEST TO HINGE CONNECTOR. 3x TOPE GL BEAM TO TYP. JOIST TO 1 " =1 -o" TYP.} - 34, ^ - LAP A10 -_ BARS w/ ��� 4" � BOND YrA ®�A'� BM Z BACK E 34x60' -I0" A103 REBAR (LAP' w/ BOND GL ~ BEAM E Ix1xl` -0" w/ (2) *SA106. e.5" o.c. (2) LOCATIONS LAP 3' -0 "m/ BOND BEAM (2) IE.'4x3x1' -0" 4x LEDGER BEYOND ROOF SHEATHNG GL BEAM REF_ PLAN 3 BEARING E 3 4x6x0' -IP4" ( -$"AT SIM) TS 4x4 L 3x3x -3" W/ 3 4 "$ ANCHOR BOLTS a 48" o.c. C8 24" oc. AT SIM.) (ALIGN w. BOND BEAM) TS DRAG STRUT TS COLUMN GL . REF. PLAN 2x12 TYP. SIMPSON A34 FAR SIDE. TYP. SIMPSON VBP KNEE BRACE GL BEAM PLYWOOD ROOF SHEATHING 2x BLOCKING AIDE E'S 1 4xl0x1' -I" w/ (4) 16"4 A301 - THRU BOLTS GL BEAM REF. PLAN FOR SIZE BEARING E 3 4xSX0' -8" w/ (I) • 520' -0" 4106 REBAR -IV," NON- SHRINK GROUT TO CMU WALL SIMPSON LTT 208 e 48" or._ w/ 3 4 "4 A.B. SIMPSON CSI6 STRAP REF. PLAN FOR EXTENT OF STRAP. JOIST --/ REF. PLAN ROOF SHEATHING 2x FLAT-- BLOCKING AT STRAP ROOF SHEATHING (2)16cl a12 " or. 2x BLOCKING TRUSS REF. PLAN FOR SIZE 2x4 BLOCKING ON EDGE TYP. PLYWOOD ROOF SHEATHING TJS, REF. PLAN FOR SIZE 1 " =1' - SIMPSON MST60 STRAP • 8' -0' o.c. USE 169 NAILS • 3" oz. IN (2) ROWS 1"=1' A 2x8 FLAT BLOCKING WHERE SIMPSON STRAPS LAP W/ LTT 205 8" MASONRY WALL BOUNDARY DIAPHRAGM NAILING BOND BM. TYP. USE (2) SIMPSON Z2 Z -CLIPS - •EA. END OF2x BLOCKING EMBED. 6" MIN. P.T. 4xIPJ w/ .4" P ANCHOR BOLTS • 4S"oc. NOTE: AB'S TO BE LOCATED NO FURTHER THAN 12" FROM LEDGER SPLICE OR END OF LEDGER SIMPSON 0516 STRAP NOTE: FILL ALL NAILS HOLES FOR A DISTANCE OF 48" AT EA. END OF 0513 STRAP NAIL a 6" or. BETWEEN ENDS TYP. WALL ANCHOR JOIST TO GL BEAM NOTE: PROVIDE (I) ROW GL BEAM OF NAILS IN EACH REF. PLAN CHORD OF TJS . FOR SIZE TYP. TJS /TJL TO GL BEAM 7 r =1 -0" SIMPSON HCA 1 -S w/ (3) ROTATION BOLTS SIMPSON HD15 NEAR SIDE ONLY BEAM CONTINUES SIMPSON MST60 AT SIM. STRAP a 5` -0 "oc. SIMPSON ND 15� USE 16d NAILS • 3" NEAR SIDE ONLY, ca. IN (2) ROWS TYP. (DELETE AT SIM.) NOTE: PROVIDE (I) ROW OF NAILS IN EACH CHORD OF TJS GL BEAM REF. PLAN 2x NET PLATE TJL REF. PLAN FOR SIZE '4 V REF. PLAN FOR - COL. SIZE O 1 " =1' -0" DIAPHRAGM BOUNDARY NAILING SIMPSON MST60 2x FLAT BLOCKING STRAP a 8' -0" o.c. NAIL TO LEDGER USE 138 NAILS a 3" w /(2) 138 • 3" or. cc. IN (2) ROWS ROOF SHEATHING TYP. CANTILEVER BEAM CONNECTION 1 " =1' -o" - S COL SIDE E's I4x12x2' -0 w/ (4) '4". A301 TI-R1 BOLTS E 3 4xEx2' -0" TYP. BEAM TO COL. CONNECTION AT ROOF 6" EMBED MIN BOND BEAM TYP. SIMPSON LTTI31 e 32" Sc. w/ as "P A.B. (NAILS • 3" ca.) IN (2) ROWS GL BEAM REF. PLAN ROOF SHEATHING PT441 - w/ 3 i4 "4 - ANCHORS ® 48" "oc. (DISCONTINUE LEDGER AT JOISTS) LEDGER AT LOADING DOCK CANOPY 1 " =1' -0" !- LTT20B TENSION TIE. .::w/ I6d NAILS a 3" oc. IN (2) ROWS AND . 4"4 A.B. ROOF SHEATI -ZING -\ - �.3x6xCONT. NAILER w/ ;1"4 THREADED STUDS .0 -1' -4" oc. RECESSED S 410,4x0' - 9" w/ (3) A325N. BOLTS 3 4 "4 THROUGH. BOLT AT 32" cc., TYP. TJL JOIST REF. PLAN TJL JOIST REF. PLAN J16 1 -12 1(6 1 -12 DOUBLE STUD ISGA. TRACK DEPTH TO MATCH JOIST JOIST WHERE OCCURS • 10 SCREW, TYP. GL BEAM (BELOW) STOP BLOCKING AND SOTTOM TO PROVIDE" 6" AIR VENT:... TS COLUMN REF. PLAN ROTUNDA JOIST REF. 2/52.3 FOR MORE MFO. 6" iB GA CONT. TRACK SOFFIT JOIST REF. 2/523 EXTEND SHIM BLOCK GL BEAM 6" TRACK SIMPSON H6 EA: SIDE REF. 11/562 (2) SIMPSON 146 EA SIDE .2) 4x4 POST - 4" - IS GA. TYP. (2) • 10 SCREWS TYP. 2x1.2 CAP'OVER COLUMN BEYOND DOUBLE ROTUNDA JOIST SOFFIT JOIST BOND SEAM w/ (2) • 5 REF_ GENERAL. NOTES FOR VERT. REMF. (2) BOND BEAMS w /(2)•5 (4) BOND BEAMS AT SIM. PT 4x6 w/ 3 4" k . �` ANGI4ORS • 4B oc, (3) I6d NAILS 2x FILLER BLOCK 16cl NAILS e " oc TYP. SHEATHING SHEATH (2) SIMPSON A35F ABOVE JOIST coneutling AMOdW A RC'HIr E CT3 5000 ay/. e OW LAKE QR E OUTSIDE - OF STUD JOISTS REF. pp SCREWS PLAN N 1 1 3 4 v THRU !BOLTS 514IM AS NEEDED 2 31 (2) 3 ia „ � THRU LOCATIONS SECTION A -A TYP> 5� ROTUNDA FRAMING CONN. IE V4x1x0-10” (2) E ' -S" - (2) IE k4x1x0-6" 2) IE 14x1x0-4" IE v2" TYP. IE OUTSIDE OF STUD S SIM. TO OTHER SIDE KNIFE IE NOT SHOWN FOR CLARITY REF. ARCH. FOR SLOPE SIMPSON LEG 5 w/ OFFSET TOP FLANGE AT SIM. 12" 4 x5" LAG SCREWS GL BEAM REF. PLAN (2) IE 5 iSxSx0-8" w/ (2) 11" 4 x4" LAG SCREWS AT COL. S 3 TYP. IIN�S a �i -0" X1 4 V v Ini TS COLUMN GL BEAM CONNECTION DOUBLE JOIST, REF. PLAN alate (6)•10 SCREWS, TYP: BENT SE ISGA. x6x0' -1 ", BEND AS NEEDED JOIST, REF. PLAN -- DOUBLE JOIST, REF. PLAN TYP. TS COLUMN CONT. AT SIM. TS SEAM REF. PLAN 0 a7 ROTUNDA FRAMING CONN. 1— i/2 " =1' —D" O TS BEAM TO TS COL. CONN. O KICKER CONN. AT ROOF 1 3 O TS CAL CONT. AT SIM TS BEAM REF. PLAN ROOF SHEATHING PENETRATE AS NEEDED 2x12 ROOF SI4EAT1ANE PENETRATE AS NEEDED (2) %," 4 THRU BOLTS (2) P THRU BOLTS SIMPSON FILLER BLOCK REF. I/562 FOR CONN. (2) ROOF JOISTS REF. PLAN (W12ATSIM) 2x4 KICKER ROOF JOIST REF. PLAN KICKER CONN. AT ROOF 2x FILLER BLOCK REF. I/S62 FOR CONNECTION. SOLID GROUT LINTEL EXTEND SOLID GROUT (2) CELLS. OVER KILL HEIGHT WALLS KICKER 4' S'_0 " . oc. REF. 10 /56.1 (DELETE AT SIM) L 6x4xV4 w/ (2) .4" • A30'I BOLTS WINDOW SYSTEM REF. ARCH CMU LINTEL TRUSS MEMBER WHERE OCCURS SIMPSOM 142.5 FARSIDE PREMANUFACTURED TRUSS SHEATHING 4x6 w/ SIMPSON HSU46 HANGER TJL JOIST SIMPSON A34 CLIPS. FAR SIDE CANOPY WALL 4x6 CANOPY WALL REF. ARCH. 4x6 SIMPSON HSU4€: HANGER TYP. 2x FILLER O CANOPY WALL SUPPORT REF. ARCH. FOR CORNICE FILLER BLOCK TO TJ 4x6 s 6' -0" o c. w/ SIMPSON HUS4STF HANGER TYP. u�5D51fPR�6: L1LL111j 91 1, 11 [ __L1_i_l,L Ir LEGAL DESCRIPTION HGS MONUMENT N254 BRASS CAP DISK SET RUSH IN A DRILLHOLE AT THE NORTHEAST CORNER ON A 3 FOOT CONCRETE BASE OF ATRAFFIC. LIGHT - .:SUPPORT POLE 67'.S.E... OF THE CENTERLINE OF SOUTH 180TH Sr. AND - SOUTHCENTER PARKWAY. EL. =28.508 SHEET INDEX t COVER BEET HORIZONTAL CONTROL PLAN a CRAMS AND wok( DRANACiE PLAN 4 WAT RMAN.IBOBNION PLAN S BAN MNEWER PLAN & .57TH AVENE 80UTHH PLAN AND PROPLE 7 801TTH YOiii /MEET PLAN EL CONSTRUCTION AWES MD DETALS 4 CONSTRUCTION NOTES AND DETACH 10. NORM WATER DBTRCT NOTES MM DETAILS 1L NON-SE WATER DISTRICT NOTE AND DETALS 12 LLUIRIATION AND ELECTRCAL PLAN n 'TEMPORARY BIOSICR/S®LENTATION CONTROL PLAN 14 TEMPORARY EROLION/SED ENTATION CONTROL NOTE AND DETALS THOSE PORTIONS OF THE SOUTHWET QUARTER OF THE NORTHEAST QUARTER NORTH AND SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, ALL IN SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 .1'. W.M., IN KING COUNTY. WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE SAID SOUTHWEST QUARTER OF THE NORTHEAST QUARTER; THENCE S 88'54'46' E ALONG THE NORTH UNE OF SAID SUBDIVISION, 449.30 FEET; THENCE S 01'05'14' W 36.0 FEET TO THE SOUTHERLY MARGIN OF SOUTH 180TH STREET AND THE TRUE POINTOF BEGINNING: THENCE CONTINUING 5 01'05'14' W, 365,78 FEET; THENCE N 8E54'46' W, 424.89 FEET; THENCE S 86'58'00' W,.103.78. FEET; THENCE S 5820'50' W, 74.23 FEET TO THE EASTERLY MARGIN OF SOUTHCENTER PARKWAY; THENCE 08'43'16' E ALONG SAID EASTERLY MARGIN, 316.06 FEET; THENCE N 14'46'53' E ALONG SAID EASTERLY MARGIN, 63.77 FEET; THENCE ON SAID EASTERLY MARGIN ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 50 .T THROUGH A CENTRAL ANGLE OF 7618'21'; AN ARC DISTANCE OF 66.59 FEET; THENCE S 8854'46' E ALONG THE SOUTHRLY MARGIN OF SAID SOUTH 180TH STREET, 485.16 FEET TO THE TRUE POINT OF BEGINNING. CONTRMTM SVWL BE FULLY- IiE5PON51B1E FOR. OBWNIN6 PERMTIS FROM -THE W'S""'" STATE. DEPARMEM OF. NATURAL RESOURCES RM RF CON ITT EPLNaNf.. AL * T Y MOIANE - am i3AT 8 MFEC8 OWIE 5TM1Cil 8 ACTIVITY, PURSWN N WAC, - 1TI1. APPUG71 105 MUST 88 U05 BY A 8 88 G B VND SURVEYOR, 8 3558 885 5 PoR':PFRNRS 8 R YONUWENIS MAY BE OTRARNED FROM THE WASNNGTOIV STATE DEPARIHFM'OF ( 1aq coNTAGnyG OFfiCE.EfYTE3EPNONE Ar 1zo6) oz- 1 '1bL5FeJNC1UN STATE OEPA(iiYENi'Of NATURAL RESOURCES. Pu1nA; 1f AND aK1vEY:oTSiCE , - 1T1i TAS19NGlON SiIiEETSE PA Belt 47060' ; aYwu; . s66wao : OYSI EOAN OF NJMDNUI¢NL5 OISNACm, OR ^ORTROVID-BNUi fff. RRSI SSURVEYOR.AT THECOST ANC, ■ ._ AT 7N8 OI♦fECTION OF TiIE !X)P119ACTOR PUR SUANT TP 11 1ESE TO:AUTATAI THE ' APPRWI6ATE ,f,9PMS�FTN /REPTACEIIQ7T aF SWO.MONUNEN SIWt AlSO`8E THE :�. RESPp6�}Y -. 111E CONiRACTONJ" NOTED 1. !Y!!T OR SHALL FO ALL MMENDAEOTECHN ATIONS REPOARED BY 1999. - ALLATION. UTILITY VAULT AND GEOTECHNICAL .ENGINEER SHALL. CERTIFY THAT THE VAULT WAS INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S DESIGN AND GEOTECHNICAL RECOMMENDATIONS. LEGEND: PROPOSED TYPE II CATCH BASIN PROPOSED TYPE I CATCH BASIN EXISTING TYPE II CATCH BASIN EXISTING TYPE I CATCH BASIN PROPOSED STORM DRAINAGE TINE EXISTING STORM DRAINAGE UNE PROPOSED SANITARY SEWER - CLEANOLR PROPOSED SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MANHOLE. PROPOSED SANITARY SEWER UNE - EXISTING SANITARY SEWER UNE EXISTING WATERMAIN EXISTING FIRE HYDRANT eon. WATER VALVE PROPOSED WATERMAIN PROPOSED TIRE HYDRANT U PARKWAY SUPERCENTER SECTION 35, TOWNSI-W 23 NORTH, RANG 4 EAST,. W.M. TUKWLA, WASHINGTON :L - LI LT I Li I RJRIRE BUILDING 90:0' ,. . 25.25 MBKNORTHWEST S W MOHAWK S 'REST`. ALA1 INr ORE 97062 ; 11 7/18/00 Cc NJM DAB AS —BUILT 08/26/99 SHE AS 555 REVISED PER FIELD CONDITIONS 05/17/99 NJM NJM DK8 REVISED PER CLIENT REQUEST 07/09/99 BW DKB DKB REVISED TO ADJUST GRADE PER CLENT REQUEST 06/15/99 NIM 055 0KB MODIFIED PER CITY REVIEW 05/17/99 MFB BDS DKB MODIFIED PER CRY REVIEW 04/28/99.. MFB 555 DKB MODIFIED PER CITY RENEW 04/02/99 MFB , BDS DNB MODIFIED PER HIGHUNE WATER DISTRICT REVIEW 03/18/99 MFB BDS DKB MODIFIED PER CITY REVIEW • 12/30/98 MFB BSS DKB MODIFIED PER CTTY REVIEW 0/12/95 MFB BDS DKB MODIFIED PER CTTY AND CLIENT REVIEW No;: Dpte py. I OW APDT;' I . Ravlsbn EX 36 CA1P ''�_ / • . � � 7.E =i9�62 -.JB.B NEW CONCFEIE PEADWAu . - (SEE UETESHT 9) 79., / :- soun._ODKING ti0 WRKm 11111111111 RIS I"" FROM . �.PARKING 12 SO FROM _ AC RI6ER5 , PARKING LOT 1. 6.PVC -SOR 35 0 1.GOX DOWNSPOUTS t NEW C8i1, TYPE • RDA 25.90 E 22.15 226 - (8'CT MO .226 (12' CAP OUT) 2 PEWCB42,TYPEt PUMP SW / HYDROMATIC (POWER SOURCE FROM BUILDING 7.E =2BA9 -258 (2'.P4C OU) • 3. NEW CEI i 3 TYPE1 RIN.26.CO lE =f3:26 -:-2w (B' CPA, am Z.215 (2 PYC ) 4. PEiMCBck-F.4El fj11 =94B4=,24.8 2 n 2r.B or 2 aP ,ga27.B - (1Z , CAP oun 8. PING8*QTYPE1 W/ SOUO CID' RIM95:40-23.9 lE= 6 21.6(120..L IN +�: 2 15 . ( 12' CAP EIOSTINC CHAIN. UNK L. MAIN) � •1 O 12' SO WMO'/EEDL CB KEYNOTES 7. NEW CB • 7, TYPE 2-48' E.G. 209 (12 CPP 9V) 0 P wC9'1R1YPE2 -8'4• OWLET CONTROL 8if1UMEE PER DETAIL SHT. 7 OVERFLOW .EL. =2.4.21.9 RIM 26.7 257, 7.E- 26.X7- 3 20.0 (12` CPA m K) .0.1 (18' CPP OUT, 7.K) 1 1E 2Qf (fr' 0w E) IE.2a0 or CFP*S) : td Notts * TYPE I '. RIM =2+.8f -26.0 7.E 1 ./ 0 (18 PP P4 N. CAP IL PEW Oa O 2 - 7r RIM -263 IEuiB,36789 EXISTING CHAIN UNK FENCE ALONG PROPERTY LINE (TO REMAIN) 14 PEN CB .14, TYPE 1 RIM =249 - 27.9 E 21 .9 ( • D .L Of/F) 15. PEWC8115,TYPE1 RIM =25.20 lE =2487- -22.4 (12' CAP -) - 95=224 (12 CAP- DUTJ 16, W3 g 1 ��H,�YDROMARO PUMP SW 25/35 eu.f.e SOURCE FROM DUIIDING). I.29:4 - 279 7.E =29.X6 -20.8 (1' PYC.M') CITY •0161,150, PIPE SIZE KEYNOTES 07 28 LF tt' AD8 N-12. 026X 02 32 LF 3r ADS N-12 • o222 O 43.82 IF 12 CAP 251X 0 25 LF 12 ADS N-12• 025X ® 24 LF15•A08 N- 12 4720 LF 18' CPP 0.0:42X - : O 7 90,97�0II ® 10LF 12 ADS W12*MX 51.61 IF T2• CAP O - A39X - ® .. 75.34 U' - 12' CPA O 0399 0 . 104.91 IF fB' 0. 067X . -.. AS -SU LT 1/18/00 RIGHT-OP-WAY DEDICA11ON (WIDTH VARIES) NEW 15' WIDE STORM DRAINAGE EASEMENT TO SE GRANTED TO THE CITY OF TUKWILA 1,tc._s_saluumn R -40.00 L -18.59 5�T NEW 35 wive DRIVEWAY (PER CITY OF TUKWILA STD. DET. RS -9) CONTRACTOR SHALL COORDINATE. W/UTILTIY STW S PROVIDERS TO RELOCATE IXI 28.3. 29.4 EX. 25zi7' U.O.POWER EASEMENT PER REC. NO 8901300450 29 : AS -BUILT GRADING AND STORM DRAINAGE PLAN i D`X -$ou 1 1 Sf Er - NEW 37 WDE DWVF3VAY (PER CITY OF TUKWIIA STD. DNG. RS -_ 4' P $7 W1. CDA (PER OETAIL SH1. 9) if VIII lilIII!I1.I.IIN I II I - I 1 I 1- - -- -1 --1- -1 1 1- -[ -- EC 12' STORM DRAIN TO REMWN RELEASE TP O THE RNER CONTRACTOR SHALL CO JOHN HOWAT AT (PER: OETAIL SFR. e) 'f%. CONC. SIDEWALK A9 I illYl HT. 6) - ntwirmPPNLT PAYENENf (PER DETAIL stir. e) WW1 IQVCAMM d S 3m 3 Z3 1 g 23 41 N EX IANDSCAPE SERVICE TO BE REMOVED BACK TO - STOCK, PER- HIGHLME WATER DIST. DIRECTION. RETURN METER TO HIGHUNE WATER- DISTRICT .. - . '. ; -.. " : PROt?OSED GRADE; .. - .. -.- . ... ... • — EXISTING. OR.A -33 1f 8 D 1 W ' - '- L ..____. .... Fl .•r.r. t ( ( F LxFISFL) " . SFRACE C ATER 1 ✓�' 45 BEND (MJxFL) - (: - 1 a111olrrnnaIII AIa a+10112611.1119asRt sA x m AM rnwill 2 E CSE R VI YiM1TEt3 sEwC #5'BEND (M11F.6 _ 1 -8 , :.x6 TEE MJxMJ 1 -6' GATE VALVE - (FL.) 7 LF - 6' DI OFTENSFON 1 5 1/4;2N. F.H ASSEMBLY 6' .- LUG QWiD -. . , .. 2.'' = MAINTAIN TS MIN: VORTICAL - AJWS Ra - . CLEARANCE' BETWEEN WATER 32 tF 6' P-1- W g J: � LINES OVA AND SEWER 1 6 9D` BEND NJ (/ OfR1E5RC - . CONC. BLOCIONG N EW BUILDING- FF = 273. CAUTION ti CONTRACTOR SHALL VERIFY OEPTH AND Loan. OF EXISTING PRESSURE'. C A S MAINS PRIOR TO ANY INSTALLATION. AND OCRANGE E. E BOY. - ' CN MUST E TH EXERCISED WHILE EXCAVAU IN ANY DAMAGE TO ETHER OF ESE LINE'WEL RESULT -IN POIENRAL LIFE' HAZARD AND OR REPLACEMENT OF EXISTING. UTILITIES AT OWNERS EXPENSE NOTIFY CMC ENGINEER RF ANY CONF):ICT: EXISTS PRIOR TO ANY UTILITY RJSTALLATION: IST1NG:GPAGE 12' W S EX WATER MITER "iWfPRV VALVE. ' EX. FH DC, 15' PIPE CASING ... ..... ..... ..: - : 30 '29 LP -B' DI: W : £X: 12 "' W CONTRACTOR SHAT SAW -CUT ASPHALT k LOCATE EXISTING WATER SERVICE AND REPU# ASPHALT PER T -PATCH DEE SHf. 7 IIR. G.' CA$j IRAN EX. 55MH NO 35 RIM =27.65 IE =21.90 12 IN IE =18.90 72' VT AS -BUILT WATERMAIN EXTENSION PLAN EXM= SSMH N0. 33 RI IE =13.70 72 IN R IE =1360 �t 2' OJT DC 10 "W EX. WATER VA(VES i2) EX.;FH- "NEW 20' WIDE DIST CT WATER MAIN EASEMENT ,29 LF. r DJ. W W CONTRACTOR SF1M1 SAW -CUT ASPHALT AND LOCATE EXISTING WATER SERVICE AND REPLACE ASPHALT PER T -PA. CET.' SHT. 6 • __.._ _.__. IN T ICUT.INTO EX. 8' D.I. T(FL) SAT VALVE (F1xMJ) +/- SLEEVES OM) +/- V LF I. MARKERS ---- ,. CONCR E T MARKER CONCRETE BLOCKING 5 J, 2 CONTRACTOR SHALL POTHOLE EXISTING GAS MAINS PRIOR TO INSTALLING ANY SEWER, WATER OR OTHER FACILMES AND NOTIFY ENGINEER IF ANY CONFLICT EXISTS. NOTB OWNER SHALL OBTAIN A TEMPORARY CONSTRUCTOR ACCESS AGREEMENT WITH THE ADJACENT OWNER PRIOR TO ANY WORK BONG. IWHATED OFF - -SITE. .0, OWNER SHALL: OBTAIN A PERMANENT 20' WIDE PUBLIC WATERMAIN EAW..T FOR ACCESS RIGHTS FOR HIIGGHHUNE,WATER;DLSTRICT. rc CLEAR ACCESS OPENINGS GROUT BOTH SIDES - PRECAST DIVIDER . CONCRETE ENCASED DROP CONNECTION NOT TO SCALE PTY OF TUKWIU STANDARD' DETAIL SS -10 60OUT. ALLqRpUND 80TH:SIDES: . •THE =2341 =NOTE SWNITMYSEWER SYSTEM - WITHIN BURTONG MUST BE (NSTALIE0 AT MINIMUM SLOPE. IN C WITH '1RBE1ERRSAI. PLUMBING ? WJ CODE (UPC) ` r�I. ORDER 15 NTAR4;MINIMUM DEPTH ON . SM1STEIL-- .. CAUTION CONTRACTOR SHALL SCOPE DEPT AND LOCATION OF Comm PRESSURE GAS MAINS :PRIOR TONS - INSTALLATION AND SITE GRADING. BONNE '..CAUTION MU51 HE .EXERCISED WORE EXCAVATING IN 'THIS AREA ANY . DAMAGE TO ETHER OF THESE LINES WILL RESULT IN POTENRLL LIFE 142ARTI AND OR REPLACEMENT OF ERSTING:UTILTTTES AT OWNERS EXPENSE NOTIFY. CML :ENGINEER IF AM' CONFLICT. EXISTS PRIOR 10. ; UNLIIY INSTALLATION:.. • HAS -COLT 1he/c>Q 7f WATER METER /AV, VALVE EX. FH RIM =24.6 D. SANITARY SEWER MANHOLE TEE 5TEP5 MORTOR DAM OR PLUG AS REQUIRED BY CITY OF TWO, 8�1T I FLEXIBLE JOINT 4-z" uw. covER �11 gF..E_CASI_IXOLLSY T R=50.00 L =56.59 '1" AS -BUILT SANITARY SEWER PLAN EC FIRE HYDRANT CAUTION �0 THO I NG GAS P 0 W OR 0 ACTH E$ ASILNOTIRCENGINDIERIL ... EX. SSMH NO 35 . SS1A4 ND 34 RIM 27.65 RN 28.8± E=21 .40 (12 EXISTS. IN) ------ 1,1448 (12• . 1E -18.90 (i2' OUT) R =14.38 (12" OUT) SOUTH 180TH STREET (SEE SHEET 7) _ EXISTING CURB. GUTTER -, T -PAID SIOEWALR E<.,15' UTILITY AND' GAS . .EASEMENT 1E =17.85 (B' IN)" 1E =17.75 (8" OUT) G =18,3± PIPE _ 17.5± 1I1 SCMH '0. 33 THE =13.70 12" IN) E =13.60 (12" OUT) t � 1 W t11) 11) -- II-Ell 1E2E2 -1-fEi Comm qq S INLET PLAN VIEW', G,REAS'E'INTE# PR UY • MODEL ISO 12- SLOT ;1/3 LENGTH BACKFlLL WTI COMPACTED MATERW. AS DIRECTED BY THE CRY OF TUKWILA INSPECTOR., 6" MIN. ALT_ PIPE EXCEPT DUCTILE IRON PIPE SHALL BE CONCRETE ENCASED STRAP TO MANHOLE EVERY 5' 6" MIN. COVER CEMENT CONCRETE CLASS C POURED IN PLACE SAN TRW SEWER NOTES NCRETE - 28 OAT. COMPRESSIVE 0TR,ENGTH,'. MC.,= 4500 psi = 2 REBAR A5TM A -615 5014020 BO 3. MESH: ASHM A -165 GRADE 65 DESIGN • 401-310-AS 0URDIN5 CODE • ASTAi C 057 "MINIMUM SIRUCTUR`.l DESIGN - LOPD1NG'FOR MONOLITHIC OR SEGDONAL PRECAST ,:.. CONCRETE, WATER AN6,14'ASTEWATER STRUCTURES" is LOADS H 2D TRUCK . WHEEL W/ 30A IA(P PER AASH(0 , .L /CLEAN WIAJER )00(i TO STAR) JUGS - OF $Y5IEEl 11 )NTRt1C70R. TO SUPPL} & TNST(4.L'A00, PIP0)4U N SA 05 TEES'" SE WATER ONLY WLOCIA WATER, SMALL WE CARRIES s)iY- _'S7:PARATE;, c -oo�g g( '- -H NO. 36 CO RIM ' 1' - }` ®10.RE DRILL THROUGH - 5FN. WITH 0000 64 (8_ " . T8 LF 8" PVC • NOTES ASE INTERCEPTOR 9.� THE DESIGN &MEER SHALL PROVIDE THE CITY ENGINEER OR HIS REPRESENTATIVE 1. NE-PLANS AND 51PUMICADONS SHALL EGUSTRATE P01 0000 BOUNDARIES. P010 0/ - - ORNN@DE001405 AND CDNRECTIONS TO THE 9WOATfW. DETAIL AND,p.EVAD p - ORAWINOS.OF, GREASE NATERCEMUR CARE UPC APPENDIX .hr DESIGN , . - MLGLRTYIONS.15 TO SHOW fAPACTTY,. DETENTION TI nee ANo REMOVAL EFFICIENCIES .. CFM:]115/PFAx HOUR mum Etw PoUE x PRTBRp4 'RYE X SID*. NLTDR - cV 01040 axioms EFFLUENT FROM GREASE INTERCEPTORS SHALL: :MOT EXCEED 100 Vg /I FAT, GIL AND GREASE DISCHARGED - TOTHE'SIWTTARY SEWER , GREASE .SHALL COMPLY WITH N -20 LOADING. 645TALLEO IN PAVED AREAS_ II4TFRCE'T02S DIE GREASE INTERCEPTOR SHALL BE INSTALLED AND CONNECTED SUCH THAT IT- SHNJ_ BE EASEX'ACCESSIEILE.FOR INSPECTION, CLEANING AND REMOVAL AT AIL TIMES.. .NO SARTTRI' WASTEWATER SHALL BE CONVEYED TO THE SEPARATOR. A SEPARATE SEE • SPOOR SHALL RE_ REQUIRED TO CARRY SANITARY WASTEWATER TO THE SEWER OAK 3 OPENING 20 INCHES IN D . BE TIGHT AND HAVE A' MINIMUM 0 LAl1ET SHALL YE MwW OF 5 90' 15 P U TO ESTABUSN "PARALL OW' L M ANOR W RRIO SHALL RE ORE G T For SHE TANK &LO W6 E T IRE THE GREASE R AMA NO RADIUS, DIUM H BENET 30 PIPE EB(X: FL .I ET EA AUAD IN ASE` INLET PIPE. UPSTREAM AMA HF N 10 ETO . 20 PI' - , OlAME1ERS; S WA6LAlEVER-IS GREATER, UPSIREMI 41F; The aF 10 INTERCCEP P 70R. .. 6 5004T 45 OF ONE INTERCEPTOR SHILL BE 04 ACCORDANCE WITH CHAPTER 4t 5 AND "..i' OF THE UNIFOIWA PLUMBING CODE ,1988 ORq,A5 ADOPTED TTY THE' CRY YOF T31KWRLA 7.` A84SLCENTRIC' WOE SHALL BE •I.00A100 IN THE-DISCHARGE PIPoNG. A WWII& OF 1 fEET PROM INTERCEPTOR THIS VALVE' SHALL BE CLOSED WHEN 'OIFANNG'OR ,SERNSING TOEr0ENC0: - ,ANY PUMP MECHANISM SHALL BE 'INSTALLED DOWNSTREAM 0F TRE:-9L)TERCEPTOR - TO PREVENT OIL AND GREASE EMOL0400AnAH. A CRNNEO BE INSTALLED w THE'DISCEN@OE PIPING TO PRO'NDE ; FOR WITH A LETTER OF INSPECTION CERTIFI1NG-THAT THE INSTALLATION WAS PERFORMED IN ACCORDANCE 4000 All, REGUTADONS. TH E AP PROVID P000, - , 10. RNAL .INSPECTION 15 REWIRED BY THE CITY ENGINEER OR HIS REPRESENTATIVE PRIOR TO CONNECTION.TO THE SANITARY SEWER, 11. THE PROPERTY 'OWNER SHALL RETAIN.-OWNERSHIP OF THE GREASE IHTERCEFTOR AND SIDE SEWER ONES AND SHALL BE RES9DNSC".E FOR THEIR OPERATION AND MAINTENANCE: A SERVICE /MAINTENANCE.. RECORD SHALL BE KEPT ON THE PREMISES AT ALL' TIMES AND SHAD. BE - IMMEDIATELY AVAI ABLE TO THE CITY ENGINEER REQUEST. 12 THE' PROPERTT OWNER SHALL REPORT IMMEDIATELY TO THE CRY ENGINEER OR HIS REPRESENTATNE,,'ANY SPILL. SURCHARGE 'BYPASS TO MECHANICAL FAULT OR FNWRE WHICH INTERRUPTS. OR OTHERWISE REDUCES' THE CAPACITY OR REMOVAL EFFICIENCY OF .THE GREASE INTERCEPTOR GREASE INTERCEPTOR SIZING CALCULATIONS: 1 NUMBER opt.. ROW- RETENTION STORAGE GOOID„ (FEB PEAK - HOUR} X . RATE X THE • 0 'FACTOR -= CAPAOTIY J , 115 X. " 7 F,' • `25 X 2 _ 2;875: USE 3.000 GAI:EO14 INTERCEPTOR. (DESIGN 'CRITERIA UNIFOLD.1 PLUMBING CODE APPENDIX H) IGRE:S 41BERCEPTOR DETAIL NOTES.AND TABLE ELIKEnigaBOU_Mtgaetta2Tha '. . 1. OWNER SHALL OBTAIN A STREET USE PERMIT FROM THE CITY OF TUKWIA FOR PRIVATE MAINTENANCE OF THE SANITARY 5EZWER SERVICE ACROSS S. - 180T1I STREET 2. CONTRACTOR /ENGIN. SIAM POTHOLE ALL DC UTILITIES TO VERIFY DESIGN PRIOR TO CONSTRUCTION 3. PRIOR TO POTHOUNG- ANDSAMTARY SEWER CONSTRUCTION, CONTRACTOR MALL SUBMIT A DETAILID C PLAN CONTROL u N FOR CRY APPROVAL PAVEMENT RESTORATION WTHW PUBLIC OR FULL O S NAIL D E PFD DETAIL CS -3 OR FULL OVE NGI AS DEHRA6NFD: BY CITY OF lUl(WTI:A ENGINEER. • { EX. RATER VW.VES (2)-) E%. FH-p _118 LF }P ADS - N- 129 CHANNELIZATION NOTES 0 I8 RS 13, 8104,. 15' ON000 17 ANNEIJZKIN AT PER CITY STANDARD PLANS 20 INSTALL PAVEMENT LEGENDS PER CITY STANDARD PLAN RS -18., O .INSTALL I AS SHOWN PER CRY STANDARD PIMI'RS -14 DR AS. DIMENSIONED. V, WSTk TO,Tt9E t C1IANN ONS SHOWN PER `CRY STANDARD PlM1 DOTING CWINNE N (TO REMAIN049) ) STA 1 +36.0 37.5'LL . 12) STA 1 +9,4.0 6 LT. AND RE PROFILE VIEW 1 =20' HORI2. vERT :... -.. 15801 12 ADS C /L -12 11 0:80R 8 12" ADS : N -'t TO ' h PAVEMENT ASPHALT PAVEMENT. +00.0 18' STA 4 +52.0, 11 END EDGE CAUTION 11 CONTR7CTOR VERIFY DEP15 AND LOCATION OF EXISTING PRESSURE GAS MAINS' PRIOR TO ANY INSTA LADON AND SHE GRADING. E0iBE CAU0ON:825T BE EXER I50849ILE EXCAVATING IN THIS. AREA. ANY IN POTENTIAL'UFE DAMAGE TO 'ERHER OF HAD AND OR REPLACEMENT OF, THESE ZM AT OWNERS EXPENSE. NOTIFY CARL ENGINEER W. P NY: CONFLICT. COSTS : PRIOR TO ANY UTILITY INSTALLATION. - 0 DC CONC. SIDEWALK I/ BEGIN RIGHT TURN GORE PE y � I EXISTING R/W NEW RESTAURANT FF =27A STA 0 +65.0 335' EDG OF GUTTER BEGIN EOG E 0 +54. 11.53 Rf MATCH BEGIN DOUBLE YELLOW STRIPE 0 +53.23 1.41' LT T. BEGIN LEFT TURN AS BUILT 57TH AVENUE SOUTH PLAN AND PROFILE RIGHT OF WAY EXISTING -EDGE OF PAVEMENT U�UJU ou�� -PEW ASPHALT PNR (PER-HALF- STREET SECTION SHT. 8) LEFT TURN STRIPE PLAN VIEW STA 2 +97 C L 35 MADE DRIVEWAY. (PER CITY OF TUKWI A STD.. DET. RS NEW ASPHALT PYMT. (PER HALF- S11¢il SECTION SFIT. 8) LOW POINT ELEV =. 25.57 LOW POINT STA = 2+41.88 FM STA = 2 +50 PN'ELEV = 2552 .. ; .AO. -1.54 � K.= 2.47 :- 50 VC 2' TYP \--INSTALL THICKEN EDGE ASPHALT ALONG NEW PAVEMENT ADDMON TO CONTROL RUNOFF NEW COMB TYPE I STA. 2 +44.1 (FIELD ADJUST TO LOCATE O LOW P02 RIM =26.76 IE =4g38 -23.2 (B'0.1. IX/I) STA 3 + OUBL11 ' 1T. BEGIN DOUBLE YELLOW® STRIPE AND 30' R. BEGIN TA:•ER 5' LT. EX POWER POLE ST (TO BE REMOVED): SIG UNDERGROUND 3 ° UTILITIES SOUTH - END 30' R. DOUG OF POLE IACATION YELLOW STRIPE. TO NIX! BEGIN DOUBLE YELLOW POLE TAPER 5' RT. 125 FT. CHANNELIZATION TAPER SEE FORMULA BELOW NEW MU TYPE I STA 3 +60.00 RIM -26.52 253 2w ( 1z' cry ou1J CON �'lfDl CRE[E G r PAN D&7 ,CffY OF 08005 ,500. _ 85 -27 ,. �BE G I RAMED TO T -'1115 m , OF TUKWRA v 401Y 15' WIDE STORM DRAINAGE EASEMENT, TO BE GRMlTEO TO THE CITY Of TUK5JA IE =20.0\ fermi ir TRASH RACK (PER DETNL LF 125 .0 N -12 0 0.80% STA4+4 LT. V END EDWE LINE STRI• , ➢ .6% 0771' EMG 81 g R o oo E 0 0 m m o EDGE OF IX. BRIDGE' 92 z' i f i ns [EDGE DE EX. BRIDGE m$ a n r o m n e 0 �:I 4 K 0 - STA. 4 +55.0,12' TYPE OMB- OB.EC! MARKER & 11 LINE STRIPE -GRIND EXISTING ASPHALT A MM. 50' FROM EDGE OF BRIDGE CROSSING TO PROVIDE SMOOTH TRANSITION TO D. ASPHALT gP�o,T�s EX. TYPE 'C' CURB (TO ROAN) AS- BUILT SOUTH 180TH STREET REMOVE EXISINC 1-10.NDICAP RAMP AND REPLACE WITH CURB AND GUTTER (PER CIT( . OF TUKWILA STD. DET. RS -9) CURBS - Vfl1}i- ASPHALT- PAVEMa EX. CROSSWAUCSTRIPING MATCH EXISTING TO BE REMOVED BY GRINDING PEh1 TYPE 'A' CURB BY THE BEAD ORY OF TUKWILA (PER'WSDOT STD. PLAN F -2) SIGN E( TYPE 'A' CURB (TO REMAIN) EC CROSSWALK STRIPING TO BE REMOVED By HRINDING r feat 3C =el: MYEV/AY - O YpIASDNO, -AS. NR4C}B Ex 66 ' CNT IROR TO- DNG. - R - —9Y THE THE CBY .- 1'. - cow TNT TOOTTEIr RAM WVN E)c z N - { � tq RON) - , ilk E _(TO..REAINNJ r s = X41,14 �a ® s �� ® rte ®� rr� zA 5 IWO^ RN AS -BULT 1/19/90 JOINT AS NECESSARY TO INSTALL SWRARY SEWER SYSTEM. REPLACE PER CDY OF TUKWILA STD. -DETAILS -RS-9 -AND RS -11 - IX. CONC. CU RB, GUTTER AN SI IX. STREET LIGHT ( TO REMAIN) 1 IMM DIAIN 0e8i NIM L VOM T FATOttaLS . NN,L E IN ACCORDAW.E MRH 77 WASH SPECIFICATIONS FW QR I A AND ISM P CUC WORKS AS • C AE% I STATE DEPARTMENT ST . SP CHA P TER, N AND TION. NI PUBLIC VOHCS THE LATEST EDITION Vq$H[WTON StATE CHAPTER, 1994 EI)lTION. METIER WITH TE LAmST E OF THE CRY O TUKVILA ENU�EF3OiG ST ANDARDS. - E AN AGAR 7 OFY E TESE PLANS MUST BE I N:SRE VHEIEVER O STRCTIN IS DI PRO GRESS. a. R SHALL E TIE sou R:SRIISTELI, O THE COMACTW m ®TAW STREET LSE ' ANY OTHER RELATED PERMITS PRDR TO ND COSIRUCTIOT. Acrwrrrni CTY HINT -OF -VAY. a PRIM m ANY CO STRUTI N ACTIVITY, TE EH, or TN., NNENDE EPARTIE1Nf MOW 433-0179 RUST E CONTMTEA TN A FREE SIR CTIDN IEEIDE - 5 AL- LDFATffiN OF EXGTING UTan..rrnr.mUIIE NAVE BEEN ESTANIMED BY MELD SURVEY W MAD. FROM AVAILABLE RECORMAVD MELD TIEEErs$ BE CmSIDEE/0 RL E APPOMATE ONLY Am NOT CESSARILY COMAE. R TI SO:E IS T RESQIBTID.RY OF TE CONTRACTOR m DONEE/EN. VERIFY. TE ACCURACY OF ALL 11111.771 LOCATION SMVN, NG TO FURTHER. BOCOVER AND AVMD ANY GOER UTILIMES:NOT SHOWN BREW tam MY E AFFECTED BY TE INPtDFTRATIIN.TF TES PUR1 ME @.(RACT66 SHA COBALT ME UTILITIES ORm II 1.1.72 LOCATMN SERVICE [t- DW- A2hS555 LL MLT m COSTR E"D EIOS EM. TVER MS EPESDITATIVE STALL E IMEDiAmLY CONTACTED F A UT O_ITY (SIMi1GT 6 GA BASIN - TYPE I - PER vsrarrAW ON M/11 N STANDARD PUN/ H-1 ASSOCIATED SAND N YEL CB -15, W EOIAL - - 7. 7 " ,, HASH - YPE D - PER r ITf rA SNUMRD PLAN ,1 UB -DIO7 L& 66 SR-DCH TE AS OESIOATTEOJ (R ASSOOaTED SAMB PRm T OMV0. CB -l9, 66 EOYL.' & OUT COVERS as DESITiATED ARE VSO1T /ALPHA "STANDARD, PER STANDARD PLAN 8 -10. a ALL. TYPE 11 CATCH BASKS SHAM. HAVE UDDERS N SAFETY STEPS ER YDDOT/APVA STN.. PLAN B -1e ALL ST CATCH RRAM FRAES AND GRATES SHALL E purr. TRW PER . 1107 /.1107/.. NDAR PLAN B -20. �� IL Al CATCH BASIN GRATES SHALL E DEPRESSED',. FEET BELOW VAVEIENT /GR2H. LEVEL 12. Al OLL /MATER SEPARATOR CB GRATES SHALL EO NE ROUND SOLID LOCKING TYPE. 13 Pl NA DRAINAGE CONVEYANCE PPE: SHALL E ONE TINE FOLLOW. AS A HELICAL CORRIWTED ALMO NM UR'ASEIMMTREATED STEED, MINN I6 • GAUGE 66 GREATER AS SOWN 22/3 -II01 x I/2 DEMCO RUNTU. WITH WATERnmR cWxcTlnc BN➢s: '. - . B. COCETE, PER AVM C -14, CLAM 1E. u.r..s. -rue D BELL AND SPRRIE:Mm DELL FLUSH WIN CS MALL OF USED/ 'WITH RUBBER. GM.. -. C. P.V.C. OWN.. TO ASTM 0-3034 -SORE M. D. PIPE MAY E ANY OF THE ABOVE PROVIDED 5. ALL LIMAN. OF COSMO Urrunrs wow HEREON HAVE BEEN ESTABLI.ED BY FEIN M PR BRVEY IN OHTABED FRQI AVUABLE RECOIDS ND SIGULD TFERME E BE C NSIDLRB '[ NTRA OEY Alm E EISSSAA VERIFY R N rE AE LO C T ION O' TIE SIEWN, RNCTIBt m ER D VERIFY TE Y OTTE TI ALL ...LOCATIONS SOWN- ' HEREIN WI m MAY BE DBLWER T I Dr MY OTIEA UTILITIES O MS PLAN TI -.. CONTRA VI S HAY CO T TLT BY TIE S UNDERG nW OF F T PLAIN TIM CDTRACTR STALL CONTACT THE UTRTML THE R HIS A N SE SMITA 4-800-422-555M INEIIAIELY 5) ARM IF A MLITT CONFLICT TIE [ EO W HIS RDAESTDRATIVE Sf LAV- E BHIEB OBfTPCTED O A IRODTT EGSTS G. TE SALUTARY SEVER SYSTEM MALL E CQSfRCTED ALLERBE TO DE APPRNED • - PLAN WM AEON FILE DI TIE CITY Cr TUKV&A DGOEIXDG RPNtnEM. NG DEVIATION ERN DE APPROVED. PUNS WILL WNW VRTFITA.N4ROVAL FROI THE _ . PROBER NFACY: ). - ALL FEW smorrRY SEWER LBES. SMYI E SEALED OF AT TE FI&Snm TRI N COLECNW PIER TNT& AL 11171 E 'COSTRCTIN. OILLETED, CLEANED, AED, TESTED INPED AND ACCEPTED BY i CRY O F T OH ALL L4IDBN Alm HALTER SHALL REHWED FfD2FPIE PROW m � & • HA MMES AND LIDS) :. A N1 TYPE I - 48 -DEN MAMaES SHALL E CONRRUCTED PEI[ WSIOT/APVA • - TMIDAm LETA[L F23A, VHTH ECCENTRS COPS , D. ALL MM. SHALL HAVE A MOM DROP O 040 FEET. BETVMD INVERTS C. ALL MANIMES NOT IN PAVED AREAS SHALL HAVE LDCCKDC D. R SHALL E ME ESPOSOD.ITY Cr THE WIRRACrW TO ADJUST ALL MANHOLE : 99.. SEVER PPE BEDDING. AND TRENCH COPMTNN A ALL SEVER PPE SHALL. E ONE OF TE E0117WI G AS DESIGNATED L P.V.C, COF661@!G TO ASIA S -3031, SDR 2 ON. IRN, LASS 50, CO6000NG TO AVLVA 0.11. NOT TO SCALE 3. PIPE HAY E MY OF TE ABOVE PROVING a PIPE JONTS MUST E !F TE SAE INTERIMS. Nm L. NEE A PPE M MUST B_ E rs SFECffTW1Y fNGVN. mN TIE %A11, THAT TatERLAL MIST MED. �. 4. - MIm&M PIPE COVER AT MANHOLES SIM. BE ED. FEET PAM 50 FLEET BETWEEN RPIS _ ' & PIE BEDDING SHALL E ADVA TYE T' WITH MATERIAL. COFOBOG TO SECTION 9- 30.7.21 C. TRENCH MOM. SM.- E COMPACTED m MUM 922 DRY [MOM COMM PER ASTM 0- 1557,11 (M ®ff® PRERRJ PRIOR TO TESTING SNOT DIES EN ACCEPTABLE. 10. SWF SEWER LATERAL. .. (ON-SITE) E) CONSTRUCTION NOTES AND DETAILS 3' COMPACTED DEPTH CLASS '8' AC PAVEMEM 2 COMPACTED DEP. CLASS • B • AC. PAVEMENT COMPACTED -DEPTH CRUSHED K BASE COURSE 8' SUBGRADE COMPACTED TO 95% LIGHT PAVING SECTION BABY 008 ENG NTTAS DA ED FEB 71998 FOR ALTERNATNE SECTONS AND SUBGRADE PREPARATION. 8' MIN, THILXNESS OF QUARRY SPAlLS \\ - 6' COMPACTED DEPTH CRUSHED ROCK BASE COURSE 8" SUBGRADE COMPACTED TO 957. NOTE: REFER TO GEOTECHNICAL REPORT BY GEL ENGINEERS, TIONS A FRB. 23, 1998 FOR ALTERNATIVE NE SECTIONS ND SUBGRALTE PREPARATION. HEAVY PAVING SECTION (ON -SITE) NOT TO SCALE 1 -- 7- 3' % 0.90 GAGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL ( TAP ) 4 -1/2" CLR. IRON LADDER SEE STANDARD PLAN IE-- 20,11 12" RISER OPEN ROUND SOUD OVER MARKED DRAIN" C WITH LOCKING BOLTS. le SD " CLR. TO BY -PASS CAP 18' RISER OVERFLOW EL= 22.01. 3" MIN. -24 DIAL BAFFLE RISER - t 21 18" Di& RISER o E w ¢ w E. g w w P w G E G o o .. E E g 2 Y O D IJ m m o m m m '-IE =20.11 ZT0 3 m. si i s SHEAR GATE, IRON $ n n . w N ! BOGY BRONZE MID. � e. m a o 00 PIPE JOINTS MIST BE Er ME SAE MATERIALS, AND 21 2% 1 A PI ST E USED. E MATFTUAL N SEITFIC LLY SHOWN MI TE PLAN, THAT MaTERtAI M E MNDMM PPE COVER SHALL DE 2A FEET, F. SMOOTH WALL SPIRAL RID MU MM OR ASPHALT-TREATED STEED. PIPE. 16 GAUGE, V /SMINCH 3/4 -NCH RIDS AT T 12 INCHES EEC G. ADS TYPE N -12 EOi-DEXSRY POL DE C(iR EA ED PIPE V[tN AN INT TORSO sM ®TH IREI✓ffit m AE REODOEMETITS OF AAS3LTa HH-294. H ALL PPE SHALL HAVE A TESTABLE AMT. 1, DOUBLE 6-D22 DIMETER SERVICES COPECTED TO TRIGX. BT STANDARD TEES OR INTO NM-MOLES. • & SINGLE 8-1E1 DEMETER SERVICE WITH CLEAN. , ONE.. TO TRUNK IXII NAMGI,ES LEY.. (ALTERNATE COOECTIW METHODS AE DEPICTED ON PLAN. ALL PIPE SIDING SHALL COFOM m VSOTf /APVA SELTIDN 9- 3&7(UB f66 A.OAM D ALL LATERAL COBECTIONS m SEVER MANN SHALL BE MADE WITH A WYE: Mi 1R. AND P.VL PIPE, AND SECTOR 9 c MEW COCETE PPE Al TEEM L111 1. SHEEPDOG TEE SHALL E CONACTED TO 92 PERCENT MINION DRY DENSITY PER ASTM 0-1557 -70. N CWSTRICTIW. OP DOMTERIG (OOUNINATEM SYSTM SIDLL HE DI ACCORDANCE WITH 15. ALL PPE SHALL BE LAID ON A PREFER.' PEERED iTOMATIMI ACONING TIE ARA, STANDARD SPECIFIC..., SECTION 61 -302, 1981 ETIITIW E LAID VALWGTW STATE SET2U). 3ITS SHALL IUCLIIE rEOMSARY LEVELING ID. EVERS S Mi CROSS Um'EATER HALO TE SEVER SSWJ, AT SI GN P TEM TRENCH BOTTW W CIFICA T IDN E R1P T-0 IRE TE fpBmA HATDt1AL K GRANDE 'qN EL . S ss, ,, THAT , • T® pY iE R M ...U..' .FAST 36 OATES'ELOV TIE LACEMENT aND COPACTIW DF REWIEB BEDimG MTER1Al m NBOEOM GRADE 50 iNRTON ON iE HALTER OWN THAT EMIRS LENGTH O" T PPE VR E E M 1. M TRENCH A MEETS DENS ON E ND ES BASE P EL NATIVE MATE PIPE B THE , 7. T THE ,. MEETS MM EMAY? E - ID• HU &DOGS SHALL ... ........... FEET O' rE SPRIG .DE ..- AMY . FOR 'GRAVEL MO.. FOR PIPE E➢OOGf lE FIRST LEPT 6 PIPE E000G MAY E SANITARY MGR PIPE. MITTBD. PROVIDED TIE MINN. IN TIE BOTTOM THE TRENCH IS LONDE& REFINED PPWER TO DIC A COF m FORA A EME LNYIEI.ODYa BAY. ''11. NNCY, TE DEVELOPER Swullwrt E VIDE SANITARY SEVER TO ME CRY OF TIKVLA. R. T M./ED AT THE RIXT-OF -VAY EDE. FOR. LATERALS DREAM TIE 16 M1 C &MMHG R� ]RAIN DPMSi41TS AUL:F®m.G DRA STALL .1 %j TLY OlIECTED m TE MAN STO ORAORVE "L4NEYNCE' SYSIDIIHROIXi< AN' - . U mitE C T OItm PI SYSTDL ROOF ➢RAIDS'' -Am E 2 IMO. ETE E DRAMS E STStEMS AND SWN1 E CONSiRUCrED 0 72 . 01 0R R DIAETER V1 FRE SNGVID P.V.C. NRG[p, XOPEFFOUATED.FOt RIFF DRA116:1QtPOATEDFOT JIRAMSJ SUFFICOIIi CLENAITS AHED ENDS"SIMLL BE .>p TWR 'TE'aYSIEM rI11LBi EASILY MMTNTADE0. iE SYSTEM SHGVN LLTEAAT$ OTLT.- TIE. Rl OAD AGE /ORABN5. W I.NARwER'MA A.TLX.IEE .AWBIf'AS RL m BETTER DRAM T E [TE TE'OMTNGTOR OHALL KOI+ A 111)ETSIDEO tOm. R LOCAITON S.N.L. APES A`m DF.AIMS AFO SU74T SAE m TE QTT tINGDGER. OHXRt IRON COPLEIION OF lE 'IRK ..,." .:� .. t7. N1, RIYf AIOF mTDIG'OA1NS SIAL1 E LO' IED'B. TE FlQ.D Nm' AS NECESSaa ro -am IJPACrDG TE EGSreG TREES DDDRD W � r /�G F.aTi' TO E SAVEA DRAD1 LINES SIOJLD i LRMTED .[SITE THE BRI�I:BETL' TEES ITT 1 sAvEm v2mEVEaPOSSIDl.2. .' . - .' , t& • TAPE STEM DRAINAGE SYSTEM SH , . E WNTAVLTED AC( OG'TO PLAN IMICH ARE 1714 POE IN iEQNGOaEER1NO DEP AR1AEMf. ANY 1EVAfRBE 4R[BT'TE APPROVED PLANS / RELINE WRITTEN APPROVAL MN 11E PIEPE R ., AGFJ(CY . 19. STRUM... SHALL NOT 20 CWSTRI O' HEYATERMG 199095VATW 029590 DH ACCWHM.CE. METH TE AP.V:0.. STNDIARD SPECF gCTHlH161�302, 19ffi; EDIi®a 21 PROW TO OCCFNNCY. TE MINA MT STOMDRABMCE STSTLA MNTIE OPINED 00 NOT PNP DR O ISP64E HNm ANY DOER S TEAM , - SILWI SEVOt _OR SAN[T SEVER SYS.. 22. RP RAP RIG( FOR EfGSlm. PRIT TLW SH LL BE Cr SOUND DUMMY ROM RACE, TO A RNINU2 DEPTT 6 OE N FOOT, RIM AGGREGATE m E ...LLCM 12 INCH - 2 INT3ES i0 �P S PERCENT 10" FO EMT' 2 - WOE -'4 ]NOTES: -: PEPLIIR 149PFRCEM ♦ INCES -'B II4FS. -.y PERCENT - 7D PFIICEIIT 23 TESTTAL S qLL DRWN SEVER PPE WOL E"AT THE OPT. O'^NE -- ALIT' 6 MANILA 24. VEN PLAIN .U41M. PPE OR PLE'ARCH IS USED VNERE lT VIt I: CONTACT MITT O RNCE'fE ON P I P E .A PPG AL D WITH TWO CO IN CONTACT M E ARE' CONOETE 66 DE PANN PPE SHOAL CL PALMED WITH V [ 111 PAINT. ME AIMDAM PIE m AN PAINTED STN.. E OEAIED' sLLVE -f: TOA1mVE C W T NUWNTS AL T ER ,. CLEANING, THE 'PPE. MU. DE PALMED V1.1( TVD - GAITS W PAOOO C F6iMfG TO ': FETIERA,L SPEC[FIGTION.Ti -P^643 (PRIER. PAM. TRC CHAONTE. - INKY, YFRlm.F 25 'TEE TEMPORARY NNIO/SEVIETI'ATMN LIMON& PALATES SIAYL EE, CWSTRUC PRIER TO AM' Mama ER EXR/RNE LAAm M aaavDAl aPPTO SAT IPIRaRY ERDSSLED D UNTIL CONSTRUCTION ON MED 3MSE F .:. MN r E SA THE P OTENG5 90 0 E0 NMI. C6 00 0 HAS AIL IA98890PTNG IS, C[W LETED AHI TE POTENIIAL FOR OVSRE 0.110/1 HAS RASSEIl 26,'. ELL EPATHVORT LADER PAVING TO E u 91 +BR DY V0#WR TR -F£ic 1 oCMALL DPED E CIBPACTED mM1NONM 95 :PERcoRr DRY tPTDRM AS,TM o-u57 - 'PROCT66>. 27. UNLESS OifERY1SE NOTED,.NJ. ELEVAMOS.SROM IN PAVED ARM .@( T. MANS E TIP E PAVING. . 2&. DOEDMTELY GILLIVIMG FLUSH mGBE ANY;➢rsiLREO AREAS TOT SPFDffLL1 EN PDBHAHENr LAmSCaP STMT. - 8E EEEO NO STA U. VR .114 ::. vEErnrmL. C[NS ISTtNG CIF 'PERSISTENT, RAPID, NHII LEONINE aRASSE3'aEmIA( BM :• THIS ]S. TO TNCIV,Ei .. 20 PERM. AJIRIAL, PERENNIAL. CA HYBRID RY TARASS - 40 PERCENT. CBEEPIIG ED FEBCEE - 40 PERCENT WIUTE CLOVER 3L ALL PARING AL DRIVEWAY :AREAS TU HAVE POSI ]1RAIMHCE TO GAIECT S N/ p C � ONVETANCE pSpTSgTMS OR CAA. SMZT DRAIN AIE/S AT OE FERCDR' MANN RCWECifQ IS R�EOJIREDDN L ALL M PREASllA T m.MiTT� ERIREENTJ 3L HNEN -OR RIIap CRMSIMGS F(R ufLL[TY TE{tg = F.tiED RLTA ' SNNU_ 8E BAM3l.LED IN aCCOtDAIN£ WITH CLTY'O V3DOi /ALPHA CTAXOARp .' e-ll EOLAHIICtALY COP ICTEI CUTSDREL. ASRALT I.* E Ti.iE YFTII SAV IN.A CIM,AIBIS LIE. NETEM�. - "CO,D IL( PATCH ,•. MGT 1iE FLARED pLEDWTELY AFTER 7A1B}TLL Wm WPACTMN k RERWET4I XOP IL(. PATW SHALL E PLACED 1f111D11 � NAYS, . 3S E CE H,ENT LTMGPErE ORE ..PRO ASRYAT EDGES SWR1 1E- cENITRUGTED A SIDE SEVERS S ALL E 6 - N01 MINDN.M DICE AT 2011 MINIM SLOPE. SINE SEVERS SHALL E TESTED FYR OGEE r£ AT TE E E TIE Tf. HAM L DE ..SEVER IS mSSD. NOT TESTED TD(ETER, PROVIDE TEST TEES AT. EMDt MAIN 'COLF2tDtNS • BUILDINGS VIM TREATER TWA 10 UNIT SHALL E SERVMD BY OE ON TE FOLLOWING 1.11417. wixagneavoms (PEItfAINS mNtt vO1K VITOI TE TED 6 1U(W8A RIM Tr +VA» ..: Nl MGMBERDALS.SIW.L E DrACCO LMCE.'111TL TE .s-rme iRB F� :[LPARIMEMI ... most, AND HANLPA. ENS. [TON/ WSNDGTO N STATE OFPARIEHTI S' YRAMSPWTATIDN Nm NHIIl:N1 PUCK MOMS ASSIGN mM, R MASND.GTW STATE O4VIER, 1994EDITmI. TOGETHER VtRA iE LATESFEBi1W FT E , -' '.CRY lF TiBTWII:AETGRELRING SRANDYmS .. - e. �ANMPRIVED CORY - O'T1FSE PLAN4 IRST -BE @N StiE vHETEVER ODSRBC'TOSi 1$ ix :. WM. RE TE SbLE RODTN ... 0,0, TE CWIRAMOR TO, 07.. REST USE AND 17.141-17F-VAT. 1ID PERM TS'PRDIt m AMY LWSTTBHC ?1OR- ACTIVLTY 1N CtF/ PRIOR m ANY CONSTRUCTION ACTMrt, NE CITY OF TU(VILA ENfaEmtMG DEMMER: MOO 433 -0179 MUST HE CONTACTED FOR A PEONSTRICTON WEEIDE • AL LILATNE Or'COSTING -°GLO ES MOWN 'HERE M.M. BEEN EMMA -NEIL HT MOD. SURVEY OR OBTAINED FROM AWMABLE REENDS' SHOULD TFTQFWE HE WNSMEAED APPROO ATE @NIT. AND MIT NECESSARILY COMPLETE. IT IS TIM SITE PFSPONO➢_ITY OF . . THE COMMIER'm: NIMPENDERRY VERIFY THE AGURACY O EL UTILITY LOCATION OMER UNITIES ND SHAM HEREON .0., MD TO FORTIER MUMMR NA AVOID WHICH HAY EAFFECTED. BY ME IPLDENTTATHM OF TIM : PL. THE AURA TOR SHELL CWTALT' ME. UTRRffS WRRROOm LOCATE. SERVICE (1-200.424 - '.PRA' M CONSTRUCTION. TIE OWNER OR NOS RPESIIRATIVE SHALL E NEG., CONTAGTED'7i AUTD:ITY COFLDCT. WSTS 6. ME WATER OWN DrsramurLN SYSTFN SHALL E mamma ALCOmma m THE DAMNED: PLANS WIN ADE W FM IN ME CITY 1F' 12WDA 0420100222 DEPARTED, AR DEVIATID11 F.R.1 THE APPROVE. ALAS VDl EOIRE W.TiTEM APWOVAI FRW,TE. - PAONER AEHCY... •,: T. C@AECYION M MIME- FACO:Tr1Ei SHALL BE ^SEOMD OFF UNTIL O STRICTEN R ; COMPLETED." FE OMNICTIWS WILL E ALLOVER UNTIL TE BM VAIN MANS HAVE PASYED ALL PRESSOR AHD PURITY: TEATS' .. & MATER MIN PIPE. BENZ. Me TRENCH COVACTIM . ALL MATER YA[N PRE' TO TE COVET LIED, CLASS 52. DUCTILE OOH, f.IIFW@F TO ANSI SPECI'OAti@N A-51.51 (AV.VAL- CS51.7G0, OR LATEST FNT isrroa LANG IEVISIK' - CEM NG SEAL COATING 9VLL (MANI m °veT .1-. GV,VA CIW -74), OR LATEST REV... -. D. PPE MINTS TO E PUSEDLRI, NEC ANIML ON.FLA.OE'J®RS C ALL WATER ,1111 PPE FITTINGS m E CEl T [DED�0.ISS 2A.A' CAST I£'•f, TO CONFORMING MM. A-2110 AND A- 021.11- 77,Ot&ATM, REVISIN D ALL WATER MAIN PPE HEDDIG TO E ARV. MASS 'G' E ALL DATER MAO CEMENT CONCRETE TRUST moots TO COLON .'To STANDARD DETAILS SHOWN W hE.RNS - . F, ALL MATER: MAIN OMEN: B.CIPOL 9( E COMPACTED TO ND.. ME CRY. GPM. IMSITY PER, ASTA ,- H35I- 70'DIMMED OMEN. 1.13.117 TESTING ALL WATER MAIN :PPE UP AID SMALLER TO HAW" IN A MEN COYER AT . TIMES LOVEF£DTiJ DEAR. •• • ...V �•� - - • • WATER QUALI Y SW DETNL'THIS SHEET NEW PARKING MEAL ER 2L"F r 1 3';5 ROCK WALL NOT TO SCALE 20 HALF STREET RIGHT OF WAY PROVIDE MIN, 2" ASPHALT OVERLAY CUSS '8 OR AS DIRECTED BY THE CITY OF TUKWI A - 81110SFOOT muck (LOTUS- CGRNICUTATU9)• 5% 3 -14AN ROCKS MIN. RIGHT OF WAY CEMERLNE 40 HALE- SHHtttl RIGHT OF WAY 57111 AVENUE SOUTH HALF STREET IMPROVEMENT SECTION T$T TO SCALE 2B.. 1E SITE Vdtl( Im srinNiS SHA:I Z rniS'YO AeBNG TE APPROVED ALL ATER Ir SHAH PESSUE TESTED Nm BSM?CTED IN . 91Pe t ¢.VITA PONS VHRCN AE. W FREE 1N lE DNGDEOtINGDEPASTMEINl. M1NY :IICYUTIW: FROM. THE . THE M SPECffIGITO.S iF T E _YTS 1@NGiI1N STATE.HEKTH SPARiHEfIT MNR ALL. FIRE' HYDRNR3' SHALL COFOBN m THE CITY O' T KWILA STAmen PLA 165. Ah3, V-4, Y- Nm YE FIRE H5R,NT POTS ' IE SHALL FACE EiPDMGJAAR m ORB AND TOMARD - .ORNEVAY A3,.IWN SHALL PLANS . :, DOESYIC MATER sEmaCES A ALL DOESTIC YAYER SERVICE LIES OBE TYE x �, STANDARD GIX1 ED, STEEL PPE,rOR PVC PPE SERVICE COI 6ilON NO 5/ 3 E Jp . ACORDa99 V 9 LIT' 4 M:1m.A STANDARD pLA. tG 202 IN NO 20 ; fOpIM.E STRAPS ANA,. C66POfATm1 5T66S). . METER FOES: TG BE 1658' D8 BY - TIE LTM1RAtr " BIBWWiS MALI HIT E ERMT(7E0 VI1HW III'EEET'.W TE SSNOR0E lF ANT NAIL v • . AL.. ; EC E CAST .IIEPN QR DUCTILE, VRN TV,NGEO OR MECIAECAL , .IONT ... .�OiME N E, TE SAE•TMICIQESS CLA AS rE.P(PE l6Ell ' :. :02 TMs TO E C®m824TED'}?T8 CITY � AT � LEAST 082956665500019 889095/999 - ALL PIPE PTTTIGS'm E eEST&AN5 .Amu.M' us. RIG' FDiE sERY TE,S; ANO RAISED AS SECIAIIM BY 33lP±ppq�A STNOARDS tQ 1a A!m ND. 2A 1l PERLY • COPLEIED CO ATERDI ITPACIOYSH HEST ocanntan..AE,m 'PMVOm 'VASHI arrtr,vgraG /UB Fwat00 io- 90 BLREMJ um Ike CELT [V 1> .` . .WATER`. PROVIDE ANON- PHOSPHORUS `EERRUZEP. AT THE ATE OF PER APPROX- 20�OF NTTR�G R EN ACME e" i i i E i i iii i i i i i i i i ii i i HYDRO.SEED 01SNRBED ... AREAS,_.: "SEED _ SIOES TO .. 2= FT2,80YE SWALE BOTTOM AS SHOWN:' GRASS wETLANO sEOB $EL PROPORDONS GRASS-LIKE OE D L WEFT.. TU SPE(1ES - AT WFKIBER SPECIES - EO 868400 ` MEADOW FOXTAIC (FLAPECURUS PRATENSIS) .00% CAITAL (TYPHA IATAFOUA)• ALTA FESCUE:(655TUCA PRATENS11) 25% SLOUGH SEDGE (CARER. D(SNUPTA) SMALL - FRUITED BULRUSH SGIRPUS MCROCARPUS RED FE CU EET (F ES T (AGR ALGA) 20% ( ) RED RESCUE (PESTUCA ftUBRA) TO% SPIKE RUSH (fl.EOCHARIS PALUSilR15) W'.„‘ FABRIC FABRIC PEA GRAVEL BACKFILL WATER QUALITY SWALE DETAILS TO, SCALE EXTRUDED CONCRETE CURB DETAIL NOT TO STALE PERT. DRAIN PIPE WRAPPED WITH FlLTER FABRIC. 4' MIN. CRA.AC TTKE,A1.58`0 ' EMERGENT GWIS -IS(E PANTS (TUNERS) SHALL BE PLANTED ON ONE -FOOT CENTERS OVER THE ENTIRE. BOTTOM'AND UP THE SIDE SLOPE TO THE .:FLOW ONE OF THE WATER QUALITY SWALE_ PLACE THE TUBERS IN A STAGGERED PATTERN. NOT IN A STRAIGHT :.095'. FOUR SPECIES OF - ORASS -LIKE PLANTS ARE SPECIFIED. THESE ARE TO BE '9..LANTED IN GRWP5 OF 25' PLAINS. OF EACH SPECIES' FOR EVERY 200 SQUME' FEET::: OF 90000402090)14554900 130TTOA9 AND SIDE. EMERGENT GRASS -UKE PLANTS SHALL ,:.BE IN THE TORN OF BARE ROOT TUBERS WTH A MINIMUM OF 6 INCHES-20 - FLAN[ .5' NEW 5' UTILITY EASEMENT 4 THICK CON[. SIDEWALK PER (ER Cftt OF TUKWIU STD NET. R4) 4' MIN. COMPACTED OEF(H CRUSHED ROCK SURFACING TOP COURSE COMPACTED SUBCRAOE TO INSPECTORS APPROVAL TACCT' AT OVCWIRLC ARES )TE8 'TYPE 'A 1/2 COMPACTED DEPTH CLASS 'B' ASPHALT CONCRETE 5 ;1/2' COMPACTED DEPTH CUSS 'E' ASPHALT CONCRETE 8' MIN. COMPACTED DEPTH CRUSHED ROCK SURFACING BASE COURSE COMPACTED' SUBGRADE TO INSPECTORS APPROVAL NOTE: ALL COMPACTED SECTIONS SHALL BE COMPACTED TO 95% MIN. OF MAXIMUM DRY DENSITY PER ASTM D -1557. (E ENGINEERS) REPORT PREPARED Al ' TOP OIL PROVIDE S SILT LOAM WIRER A MIN - OF 301t ORGANIC MATTER NEW CONCRETE SIDEWALK VARIABLE SAW -CUT EX. OIL MAT OR IFICE DA. - 4 7 /B° ASPHALT CONCRETE OR BITUMINOUS PLANT MIX REPLACEMENT PATCH CUT WITH PNEUMATC PAVEMENT CUTTER E XISTING ASPHALT PAVEMENT EXISTING RIGID BASE 5/6" MINUS COMPACTED CRUSHED ROCK, UNLESS OTHERWISE ORDERED BY THE CITY NOT TO SCALE 5/8" MINUS COMPACTED CRUSHED ROCK, UNLESS OTHERWISE ORDERED BY THE CITY PLANTING NOTES SOIL SHALL ' 8E HAND RACKED TO DEVELOP A ROUGH SURFACE FOR HYDROSEEDING. EMERGENT SYALES .SHOULD BE CONSTRUCTED AND PLANTED EARLY IN THE CONSTRLICTI04 SEQUENCE SO THAT VEGETATION CAN BE WELL ESTABLISHED PRIOR TO BECOMING A PERMANENT PART OF THE STORM DRAINAGE SYSTEM. SILT ,DEN CONSTRUCRON'RUNOFF SHOULD NOT BE ROUTED THROUGH PERMANENT WATER QUALITY SWALE FERTIUZATKNN - ..DEVELOPMENTS ADJACENT ' TO WATER BODIES MUST' USE NON- PHOSPHOROUS FERTILIZER.' RAE POUNDS OF PURE LNE - SEED SHALL BE PLANTED FOR EACH 1900 'SQUARE FEET OF WATER QUALTY SWALE SEED MAY BE PUCED.BY HYDRO - SEEDING OR HAND PLANTING. ALL CULTURAL ACTIVITY SHALL BE DONE AT RIGHT ANGLE OR ACROSS THE SLOPES. IF HAND PUNTING IS DONE, THE SEED SHALL BE BROADCAST' AND RACKED TO ALLOW APPROXIMATEL '1 /8T0' 1/4 INCH OF EARTH COVER. IF HYDRO SEEDED, 'STANDARD MULCH APPLICATIONS SHAD. BE USED. GRASS SEED SHALL NOT.BE COVERED NTH MORE THAN 1/4 INCH OF MULCH. , GRASS. SEED IN THE EARLY :SPRING (MARCH 1) 'OR MID FALL (OCT. 1) FOR BEST RESULTS. IF GRASS IS SEEDED BETWEEN MAY AND SEPTEMBER, IRRIGATION MAY BE REQUIRED._ TYPE 11 -54' SPLIT -FLOW CONTROL STRUCTURE NOT TO SCALE SAW -CUT /�O j 0i 4 pP.*X•Wiil4 4 .. 63TA :: SAW -CUT 4 y4 I J IM pV 1G 5 /FE MINUS COMPACTED CRUSHED ROCK, UNLESS J/. OTHERWISE ORDEREDBY /.\ THE CITY . DATE . CONCRETE 150% OF EXISTING DEPTH TYPICAL PATCH FOR RIGID PAVEMENT ASPHALT CONCRETE OR BITUMINOUS PLANT MIX REPLACEMENT PATCH 150% OF EXISTING DEPTH TYPICAL PATCH FOR FLEXIBLE PAVEMENT EXISTING ASPHALT PAVEMENT 5/8' MINPACTED CRUSHED ROCK, UNLESS OTHERWISE US ORDE BY THE CITY NOT TO SCALE. RATE: 11/15/96 RS -3 NOTES: 1. ALL WORK TO CONFORM TO THE CURRENT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 2. A MINIMUM OF A ONE YEAR GUARANTEE IS REQUIRED ON ALL PAVEMENT PATCHING AND OVERLAYS. 3. CONTROLLED DENSITY FILL IN PLACE OF CRUSHED ROCK MATERIAL MAYBE REQUIRED 'IN CASES OF RECENT PAVEMENT OVERLAY, OR AS DIRECTED BY CITY ENGINEER. '....:. '4'.4pGH..W001J. AND .. ... ..... ......... _...._. ......._. ...._. -. T CHNNUNK FENCE - ...4`: HIGH-WOOD AND (PER Du :TEeS HY) ::. CNNNUNK FENCE ....... i . :.... ; . , .. (PER OFT. THIS sHT) . .) NEW 6 WI DE . 1 - - . ..: . - . CONC. STDEVIALX. • Jt o 14 o ��' yo . 816 404 OM ' ► : ,Q�:®� AM* NOTE: A L Esti D IS TO BE - PRESSURE TREATED. WOOD AND CHAINUNK FENCE DETAIL NOT TO S CALE 2x6" CAP 2'x4" TOP RAIL CLEANOUT BLOCKING DETAIL NOT TO SCALE CRY OF NKWILA STD. OFT. 5S -2 NOTE THIS DETAIL TO BE FOLLOWED FOR ALL CLEANOUTS LOCATED IN FLEXIBLE PAVEMENT AND UNPAVED AREAS. EX r . _. 28.....S: - 18081 "S'): 24.. . %LISTING CURS MN TYPE :I MAO) RPL (PER WSDOT. ST}7. PLAK C -1) 161. EASTBOUND DIRECTION 26.0 BLACK VINYL 9 GAUGE CHAIN UNK FENCING SANDWICHED BETWEEEN 2x4 MATERIAL BOLTED TOGETHER SHE 5 /i6° PEE NNIZED BOLTS WITH FENDER WASHERS AND PEENED THREADS. 4x4 POST 18" DEEPx12" WIDE CONC. POST HOLE 6" WASHED ROCK OM -3L' 12'x36' OM -3R 12 INSTALLATION NOTES 1. PLACE AT THE ENDS OF THE GUARDRAR. BACK OF WALK. 2. MOUNT ON "U" TYPE CHANNELPOST, 18" ABOVE GROUND TO THE BOTTOM OF THE SIGN., TYPICAL TYPE 3 OBJECT MARKERS WESTBOUND DIRECTION SOUTHBOUND DIRECTION ash NEW CURB N PR&ING 24 PPR.ROt* WALL .. 5.7 MAX. EXISTING MENAGE :. n .. a le C 4S . . STRUCTURE . �/ M?IN MO. VERIFIED) NOTEc • Hi..ESSURE GAS WINS . '. _ ARE SHOWN BASED ON THEIR - . EiC 4 k P GAS. ..ELEVATION 13G'.FASj OF .THE -F1 MAID (VELD VERIETED) • GATE STRUCTURE. R 15 ASSUMED THAT :: 1HE GAS MNNS:UIYEE BEEPER-TO .AVOID THE FEOOD BANE'STRUCTURE.. 10CL ME .. CADBON: MUST. DE: EtE ED :WHEN . .... DKIEINGOER TH A AREA AND. A REPRESENTATNE ::FOR PElOEf SOUt✓fl: ENERGY MST BE -. PRESENT - DURING ANY-DIGGING-OPERATIONS:' FEATURE SECTION 'A =A' CONSTRUCTION NOTES AND DETAILS r t" CHAMFER CLASS A"CO. ter /3 BAR ® 12" 2=6 I E LEV A-A 12" DEEP CDMPACTES GT/MC 6 BILXF'LL NOT TO SCALE BACK FACE LX GROUND LINE Ei EV B-B CONCRETE HEADWALL DETAIL END S®EWALK INAALABBI NOT S I. PLACE AT THE ENO OF THE SIDEWALK. 2. ALL LEMING SHALL BE CENTERED. WERIEVORMI 12x18" WHITE BACKGROUND W(REFLECTIVE SHEETING AND 4 BLACK LETTERING ' 4' WOOD POST PRESSURE TRNTED. FRONT ELEVATION 1" POR0AND CEMENT MORTAR CAP EL. -19.5 C6" ow.) EL.-17.5 12 " DEEP COMPACTED GRANULAR BACKFILL NOTE: THE TRASH RACK SHOWN IS FOR ROUND PIPE. TRASH RACKS FCR ARCH PIPE ARE TO BE CONSTRUCTED OF SIMILAR MATERIAL ANT CONFIGURATION. MAX. 3 SPACING 0.25 "62 "x5' STRIPS 0.75" 0 FRAME 0.5" GALVANIZED OR NON - CORROSIVE BOLTS & NUTS 0.75" 0 ENDS TO BE WELDED TO 0.75 0 FRAME 1/2" CAST IRON RING AND COVER • DEBRIS BARRIER NOT TO SCALE 3/4' SQUARES SPACED 3/A" AS INDICATED -HT 1 /B" B" RASE 7/2' WIDE BORDER PIPE MATERIAL AS SPECIFIED BY THE ENGINEER 12" DIA FIBRE JOINT PACKING 45 DEG. (1/69 BE ANCHOR STRIP (TOP./ 0.75" 0 FRAME 4 EACH,K 2 "x5" STRIPS - /JJ,,A{{��'''WELD TO 0 -5'0 FRAh1E a o o� x x � . �o SPACE UNIFORMLY. ° /// B A R E °m °GO m° °m s g g g � 3�3s�� .z1M �� o � o 2 SIDE VIEW OUSKpRQ/ 3' PVC B' VALVE POST ".VALVE MARKER'PoST (4• % 4' CONCRETE STYLE> (PLASTIC STYLE. '4 ll II I: 11= ELEVATION EXTRUDED. CURBING PVC CAP NOTES ..PLAN' VALVE MARKER' POST SHALL BE A. MNDOM. 42' LONG PRECAST CONCRETE AS,' MANUFACTlRED BY FOG -TOTE METER SEAL CO, SE EQUIVALENT, OR D PVC' PIPE WITH CAP PAINT POST` WITH SAFETY RLHE ENAMEL .257, AS MANUFACTURED BY • EARNEST PAINT MFG. CO. BR TAHOE BLUE {AARATACBC 111065, AS RASUFACTUREG BY PARKER. PAINT CO:. NEATLY STEACIL DISTANCE "TO VALVE ON POST V!2' NUBIERALS ALTERLTER NAATE TE PLACEMENT OF STENCIL(9 VILE.BE pORE BY HVD 7{(USE OF MARKER' - PDST2S) ARE NO. P4r ^RICAN FRET YDRANTS SHALL NITECTED BY b HIGFER:EXTRUDE•CURBINO . WHERE "BREGT€D, DY Dir,I T O R• ENGINEER• 4,3„ +. VALVE,; MARKEj AN D EXTRU £1} £ EtRB�I CT itiZERE TA. 15' COPPER SETTER EQUAL m KUELLER `FORD OR HAYS EQUIPPED AS FULLERS. ..,PADLOCK WINGS IN KEY. VALVE • ANGLE CHECK ON METER OUTLET • R PIPE CONNECTIONS ON SETTER • C _ET'.AND OUTLET CORPRES ADAPTOR ON SETTER INLET 18• COPPER B2 BRASS NIPPLE ON 63316M OUTLET 1' BY -PASS V/PADLOCK WINGS MSG OR CURB STOP INSTALL TYPE K CL AND BRATS FITTINGS FOR CE CDNNECTIO/ CUSTOMER'S LINE S8' IVR OF CUSTOMER'S SE s'ICE CE LINE NE N RELOIMEN(➢ED .'�COPPER SETTER SHALL BE SET LEVEL - AND. CENTERED IN THE METER BOO(. :..h. rLO4CRETE `AMR BOX AS MANUFACTURED BY FDG -TITER METER SEAL CO. INSTALL HINGED TRAFFIC up. 2' S U 1/4' BEND NC:aJ6�Flel�l® IMEIIMININIEVZS • DD ENSINS DELUDE GASKET WIDTHS p / r BRASS II ER' CUSTOMS COBNECTIM TEMPORARY ORARY CAP STIFFENER/ADJ. STREET ELBOWS 2' TYPE K COPPER - 30' MIL COVER 2• LP. SERVICE SADDLE W/ DOUBLE STAINLESS STEEL STRAPS EQUAL TO RO4AC ON SMITH BLAIR.. 0 2' IAT BRASS CORP. STOP V /CO PRESSDN ADAPTOR FOR TYPE K COPPER: SERVICE EQML TO MUELLER, FORD OR • HAYS INSTALLED AT 30' T0, 45• ANGLE : DUCTILE IRON WATER MAIN CL 52 WATER METER ELBE SUPPLIED BY MO._INE WATER DISTRICT. METER BOX SHALL BE INSTALLED FLUSH. VAN £HORN ERA. AND DUST i SIZED TO ALLOW FOR MN ,CLEARANCE REQUIREMENTS. THRUST BI not - TABLE MIN BEARING AREA AGAIFENST ET WDISTURBED SOIL SQUARE THRUST BLOCK TABLE NTS NOTES E <FT ?) 2 3 NnTFS • BEARING AREA " COIL. THRUSi-HLIICK BASED ON 200 PSI WATER PRESSURE AN➢ SAfE SOIL HEARING LOA➢ OF 2A00 POIN➢S PER SQUARE FOOT. 3. CONCR BLOEKDIG SHALL BE CAST IN. PLACE AND HAVE A MIMMUM OF i/4 SQUARE FWT BEARING AGAINST THE FITTING • BLOCK SHALL BEAR AGAIT ITTINGS ONLY ND SHLL BE CLEAR OF JOINTS m PERMIT TAKIN UP F DR. DISMANTLING A OF J 5 CONTRACTOR SHALL INSTA BLOCKDIG A➢EQUATE TO WITHSTAND FIR.L TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPElaN ' a PRESSURE UNDER ALL CON LL ➢ITIONS OF'SERVICE. I F+ DWGS \DETAILS\HVD -007. aAa FM4 L : CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES IN THE FIELD:, CONTRACTOR SHALL NOTIFY DISTRICT '.A MINIMUM .OF 72 HOURS <3 WORKING -... DAYS) IN ADVANCE OF ALL REQUESTS FOR STAKING, TESTING OR INSPECTIONS • DEVELDPER's SURVEYOR SHALL PROVIDE STAKING WATER - :SYSTEM CONETRUCTIDH FOR DISTRICT INSPECTION A MINIMUM OF 72 HRS. PRIOR m, CONSTRUCTION. 4. CONTRACTOR' SHALL. FURNISH SHOP' DRAWINGS. FOR APPROVAL WHERE REQUIRED BY. THE •DETAIL SPECIFICATIONS AND FOR VARIATION FROM THE APPROVED - DRAWING E CONTRACTOR SHALL INSTALL EQUIPMENT IN ACCORDANCE WITH MANU- •FACTURERE RECOMMENDATIONS AND HIGHLINE WATER DISTRICT SPECIF'ICATIINS.' 6.' CONTRACTOR TO "FURNISH ALL MATERIALS. 7, ALL DUCTILE IRON PIPE SHALL BE CLASS 52. - .. 8. ALL GATE VALVES SHALL BE MUELLER OR EQUIVALENT; HYDRANTS SHALL BE AS SPECIFIED': 10. CUT -INS' SHALL BE DIRECTLY SUPERVISED BY AN AUTHORIZED REPRESENTATIVE (1F IIIGHCIE WATER DISTRICT OR PREFORMED BY THE DISTRICT. 11. ALL LIVE TAPS SHALL BE DIRECTLY SUPERVISED BY AN AUTHORIZED REPRESENTATIVE. OF HIGHLINE WATER DISTRICT 12 ALL CHARGES FOR CUT -INS AND LIVE TAPS ARE THE RESPONSIBILITY OF THE-: DEVELOPER/CONTRACTOR. 13. ALL COUPLINGS SHALL . BE RIIMAC 501,.IR EQUIVALENT. 14, CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING PIPE TYPES AND SIZES FOR COUPLINGS, CONNECTIONS' AND LIVE TAPS 15. ALL MAINLINE PIPE SHALL HAVE A 42' MINIMUM COVER AND 60' MAXIMUM COVER UNLESS OTHERWISE' SHOWN ON PLANS,', 16. DEVELOPER TO PAY: FOR STATE, CITY, AND COUNTY INSPECTION AND PER.' FEES. 17. COORDINATE METER LOCATIONS WITH HIGHLINE WATER DISTRICT AUTHORIZED REPRESENTATIVE. 18. FIRE HYDRANTS AND MANS TO BE OPERATIONAL PRIOR TO COMMENCE - MEET. CIF BUILDING CONSTRUCTION 19. NO CPANGES ARE m BE MADE WITHOUT WRITTEN APPROVAL BY THE DISTRICT. ;SUBGRADESHALL BE ESTABLISHED FOR AREAS OF SITE INVOLVING 'WATER SYSTEM - FACILITIES.. 21 PARTSNUST HE ON -SITE - AND INSPECTED BY HIGHLINE WATER DISTRICT PRIOR TO SCHEDULING CUT INS: OR CONNECTIONS. 22. REFER 'TB HIOHINE HATER DISTRICT DESIGN AND IEVELOPEMENT. STANDARDS Fi1R ALL, REMAINING NOTES AND DETAILS. _ .. Ha DATER USES OTHER THAN THOSE SHOWN WILL BE EVALUATED BY HIGHLINE WATER DISTRICT FOR COMPLIANCE WITH BACKFLOW PREVENTION REQUIREMENTS '24 COMPACISUN TESTING -IS REQUIRED: FOR, ALL OPEN CUTS AND/OR CROSSINGS;' . VIRNN PAVE' OR TRAVELED ARE. . LE PUBLIC. RIGHT- OF- WATS..• sED VERTICAL BLOCKING FOR 11 1/4•, 22 1/2•, 30• BENDS PIPE V SIZE 8 I1 1/4• 2 1/2• 30• A. 11 6' 11 1/4• 22. 1./2. 30• CUT A 25 41 L6 70 2A' 22' z.r 3 5' 3/4' 3/4' 3/4' 3/t 20' 20' 25' 12 O l /4' 32 32' 3/4' 2.0' 22 1/2• 88 4S' VA: 30' 30' 132 5l' 16' 11 1 %4• 70 • 22 1/2• 27 qtr.. 275 0 4 3 ' 0 20' 11 1'/4' 91 25 4.5' 7/8' 3.0' 2 8.l' 1 1/4 ' 4A' 330 6.9' 1 3/8' 4.5' 24. 11 i/4• 328 5.0' 1' 3S' 22 1/2• 320 6:B' 13/8' 45' 30 480 7.9' IS /8' S,5' VERTICAL BLOCKING FOR 45• BENDF q lr" 16' 20': 45` 30 EP 3/4' 2 ° . 68 4:1' 123 5.0' 232 6,1' 3/4' 2.5'. 478 7.8' 11/8' 4.0' 560 8.2' 11/4' 820 9.1' 13/8' 4.5 NOT cli ORtE"TE BLOCKING BASED ON:200 P SI WATER PRESSURE AND 2500 PSI CONCRETE -! I I_ 1 1= I � I A VERTICAL BLOCKING FOR i1 14•, 22 1/"2• 6 3P BNDS. GALVANIZED ROD VERTICAL CONCRETE BLOCKING NTS 6/1 OAT' 6/17/98 0.0 D0 SGLLE NTS l KAH F' DVGSTAILS \HWD -008 0511017 APMOVED MME APPROVED GALVANIZE➢ RODS' -■ t rti � ■ / / inn NOTE: E: WATEnumm DEBON IS BASED ON TOE FEouRE BINS BY , HCliNE WATER DISTRICT. =THE DESIGN SHOWN IS THE FEBULT•OF COORDINATION ' VATS H UE WATER DISTRICT TO MEET THISR SIA DArc$ FOR APPROVAL. APPAIOVED FA9 QOAVTRUMOW /aLgE WATEROIS 7WCT VENT BEND RIMEISTURBED EARTH I EXPIRE�183 /Dl -.T' < -:1+ A cn CC 4 a : Q Z 3 a ,- V CUT - IN TO MAINS ROMAC FLEX COUPLI EX AC OR STL P[PE 18' DUCTILE IRON NIP UNDISTURBED S 1 1= 11 =11 311 =11 -11.11 1•11-9 III 11 Ir III 111I1 -I. 3 - • - TE VALVES <FL X MJ) NOTES ALL CONNECTIONS TO EXISTING MAINS VOL' BE MADE VTTH HVD AFTER REQUIRED TESTING A 3' X 3' X 2' ASPHALT PATCH IS REQUIRED IF VALVE BOX IS SET IN GRAVEL @i UNPAVED SURFACE. STL PIPES SHALL BE RECOATED WHERE WRAPPING HAS BEEN DISTURBED (PER AVVA STANDARD C210 -846 DISINFECT FITTINGS 6 PIPE BEFORE. MAKING CONNECTION. 2 - VALVE MARKER POSTS REQUIRED PER HVD STANDARD DETAIL -.10. - CONCRETE BLOCKING TEE (FU . EX. AC D STL PIPR E ROMAC FLEX COUPLING CUT -INS TO EXISTING A.C. 7: 41 PIDE RE-- 2 - ROMAC NIPPLES 2 - RIBWC REX COUPLINGS CUT - IN USING THREE VALVES NTS maul. Wt. NTS - ELDWGS\DETATI..S\HVD -804' . DQ110.'IDFlAmp, 22 1/2• BEND HIGHLINE WATER DISTRICT NOTES AND DETAILS CONCRETE BLOCKING NTS MAN SEA VA l l EMoS\DETAD_S\HVD -086 16 NOTES/ SEE THRUST BLOCK TABLE, DETAIL M7. PROVIDE PDLYETHYLEIE' SHEETI DISMA m SN COVER' BOLTS AND JOINTS FOR FUIIBRENAG. B B 5 Z EC FLUSHING SOURCE HYDRANT PERMIT REQUIRED NOTES CONNETING MCTI@ T0 EXIS d 2' X 2 I /2' NST ADAPTOR 2' CONTROL VALVE ' 496 2 1/2' X 2' ADAPTOR 2' R.P. DEVICE 2' X 2 1/2' NST ADAPTOR 3' MIN. 12' MAX III --III � jJ - -1 1-41 II ' --1 EE1IpffV VATERMAIN T S'RE (CAP '70 A,CI( VAC EIV STIED I (WTaOD AND/ R CONE) CONTRACTOR FURNISHED, INSTALLED BY CONTRACTOR. INSTALLED BY HIGHLINE WATER DISTRICT. TEMPORARY FLUSHING /TESTING CONNECTIONS AL L Raffia DUCTILE �N E SS BE p� PROVa IE A� MINIMUM OF 12' CLEA S PIPE C. �FIT[S TING T S p�p� . THE L��N pF p TRL '@l gRyg�pDRIpN}( E p X iN CA Eg' I E AL Np{ �T AN NFT p rID L ET B E A R C M R W F EIPATN Cp T N H p E p HED � S T A � ULED .10 M g I-IME © S EtE OF E %3STIPNGYVAaCT([pIN(S)CPA T L pS MATERIALS Ta N JOB SITE PRIOR RS © LL SLEEVE 84 TO EE INSERTED AT TIME OF CONNECTION FOR CUT INTO EXISTING VATERMAIN. CI D3. SLEEVE(S) FURNISHED BY CWNTRACTOR'FOR CUT INTO EXISTING VATERMAIN. 0 COORDINATE WITH SEVER UTILITY BEFORE DISCHARGE TO SEVERS. 0 S I Z EU S E SIZE USE LARGER SIZE AS NEEDED. FOR as FPS. FLUSHING TEMPORARY FLUSHING /TESTING SETUP FOR CONNECTIONS TO EXISTING.WATERMAINS lQ SED i1R.T NAP OV21 \HVD =028 iiL MNYM�E '- - - MMmVED F.\OV/S \DETAILS 128 X • 7 1Y PRECAST CONCRETE VAULT UTA)TY EPMVA(AULT No. 712CONCRETE CR IEXi CONCRETE f )LJLAJ urI v DOUBLE DETECTOR. C}IE FAULT Id! 5 ST¢RT $C IE:; X'. SEATAC $ 5(BRWY.R 41.TY STAZ., CONCRETE' VAULT. SHALL BE EOUIPE1 UTILITY VAULT COMPANY. DDCVA SIZESOULT Np. 85 577 -U STE 6' - 10' 5,0 6_ (PER ER CITIES S SEA S106_LA. .STANDARDS) ]2' AND TUICVILA: .S F ,STANDAR ➢S) x MINIMUM SIZED VAULT LADDER (BOLTED TO SIDE AND POOR POR OF VAULT) BELL END OF PIPE ADAF'TO7 CFL %PE GR MeG -A -LUG Y R ) V/ VELDED j 2'.080600 V/ p 1�� GRATES ` AHC110R FLANGE ,. ..�' DO CHEH APPROVED DOUBLE DETECTOCK. VALVE gSSE,MHL ;PLAN „ q F . COVER SHALL NOT EXTE 8586 THAN 6' ABOVE GRADE VHFN YAOLT, IS NOT IN TRAFFIC AR EA. POST INDICATOR VALVE- SLOPE PAVEMENT AWAY FROM COVER WHEN VAULT IS IN'TRAFFIC AREA HE IDE ..:VAULT SHALL BE OF ADEQUATE HEIGHT TO PROV :08B 6' CLEARANCE TD 0,S6Y VALVE WHEN VALVE IS FULLY ON PE INSTALL VALVE MARKER POST PER HHWD STANDARD DETAIL DO,' INSTALL LOCKING VALVE BOXES ON VALVES CWTROLLING SUPPLY LINE TO DDCVA'S. INSTALL ALARM SYSTEM AS REC IRED BY FIRE, DISTRICT. BRICK IN REMAINING KNOCKOUT AROUND PIPE AND MORTAR FINISH. R pLL DF VEINFORCED CGNAULT CRETE V ater FIRE' CONNECTION PER - PDTE MARSf1AL'S STANDAR S" PRV STATION MATERIAL .LIST 7 8" PRESSURE RED62N CK G /CHE VALE (FL (CLA -VAL I90,01AB GLOBE DI 800Y 5TARR.S ,STEEL 19% T; %101. 001.50 010511(818886685108) 2 -:8' OIA X 12 04 X SPOOLS (a GROOVE) -,•87 _ .. 8IOTJAL6 f.QUPUNG 8816 STRAINER (FL) 8/2' CORP. ON 0018 2 - 8" O SPOOLS WmCo. FLANGE (FL X PC)'r. _ 2 - X 2 SADDLES W /SBAINLESSS STEEL STRAPS (IP) BRASS GATE VALVES VI/N OPERATOR 00 1 - 2' PRESSURE RELIEF VALVE ICU 0- -VAL 501). 2' BRASS PIPE (LENGTHS VARY) 2 - PRESSURE GUA(E5 (0-200 PSI) 3 - CORP. STOPS (NIP) SS 6 - 2 BRA R0' BERMS 2 - ' ADJUSTABLE PIPE. (GRIN.. (GRINL OREQ8020.) 1 2 COMBINATION AIR VALVE (IP) 7 - 2' BRASS SIRED - I BP BEN05 2 - 2 BRASS RETURN ems (8:) B RASS BEE HIVE STRAINERS 2 - 8' GAT(: V2LVES (MJ) 1, 2 GATE VALVE (P) HIGHLINE WATER DISTRICT NOTES AND DETAILS WY 68 ID YARN ORME SEE PLAN !MERLE 1120001, FOR 1120001, OWEN DOGNSCN 8. BASE OF t' ,WASHED ROD( _ SLIER FAORC- aRAA1 S0 OAYUOTP rPOS3't AAN ALTOWA. e m15T s 1E bt WMaHE APAawl O OC i VK1E R '( .'G'DR Rt9® L ems-mums s- � OL WW NiHWT WtARN N1E W "aAiTAi7 ELEVATION 1. PRESSURE REDUCING/C C K VALVE A) 6: GLOBE B) DANCED C) CLASS 125 D) APPROXAMATEPLOT PRESSURE SUING - 90 P5.1. E) WYE STRAINER ON 911.0T UNE F). 18080 .08NG: SPEED CONTROL VALVE: P09T10.YMDICATOR H) STAINLESS STEEL "MA ON MAIN AND PILOT VALVE 2" PRESSURE REDUCING /CHECK VALVE BY - PASS B) 0), CEA55,128.. 0)APPROXAYATE P..06 PR609186 SETTING - 85 PS.I. :,: Ej MARDI dN PILOT -UNE. 6�' 8(080 6109810 SPEED;CGI9508. ` G) VAEVE:0109Tf(Ri Wg8.688) R' o) (NNLES§ 9714 .381 f1 1802A8i.208 PILOT VALVE :. PRES " RELIEF VALVE , NOTI PREiI5T4RP MEOLOALVANmEDYAA L@S US wX4rt w • �1/4' Hws SS CRO Ly BRASS -I®PLE vv QUICK-CONNECT ;mu. Description of Premises or System - Minimum Protection Agricultural (farms and dairies) - RPBA'. Beverage oottling. plants - RIBA Car washes RPBA Chemical plants . RF' BA Commercial laundries and dry cleaners RPBA Facilities where both reclaimed water and potable water are provided RPBA Film processing facilities RPBA Fire protection services +! ma e�°+ltt °� - With chemical addition or using an 02011101y supply RPBA or RPDA - Without chemical addition DCVA or DDCVA Food processing plants - RPBA Hospitals, medical centers, nursing 'homes, veterinary, medical and RPBA dents! clinics, blood plasma centers Premises with separate irrigation systems using the purveyor's water DCVA supply - -- With chemical addition or auxiliary supply RPBA Laboratories RPBA Metal - plating industries RPBA Mortuaries - - RPBA Multi-tenant or warehouse RPBA Petroleum processing .or storage tanks. RPBA Piers and docks - RPBA Radioactive material processing plants or nuclear reactors RPBA Survey access denied or restricted RPBA Wastewater lift stations and pumping stations RPBA Wastewater treatment plants RPDA Buildings greater than 30' all and /or two (2) stories tall DCVA Premises with an auxiliary water supply interconnected RPBA with potable water supply Other facilities not listed.... DCVA or written agreement with HIND. for in- building protection SAP 0 DRILLED ANDER BOLT TT TrP r EXH.NW 10.0!1X rML V NlITEO N. 0 HILTS EHL BE. CONSTRUCTED tff EQTOIPm STFL. LADDER DETAIL GRILL MID TAP A 1/4' HOLE E 1N Pe DO TTH( INSTALLATION. GAUGE ASSEMBLY WATERYAN- DESr09I IS BASED ON.THE_ tEQUIRBAENTS 'BY I GNI,SE,WATER DIBTHbi 171E 089014 SNOWS S 350E fESILT CV GOORDIIABON VISH HOFI.NE WATER L0E7pCT .:. ID MEET THEIR STANDARDS FOR APPROVAL BLEEDER DETAIL MANDATORY PREMISE ISOLAT;FN REQUIREMENTS .13 r nmo KAH F \D V GS \DETAIL S V11. -029 4' HYDRANT EXTENSION //////''''''CAST IRON 2 -PIECE -VALVE BID(: (LENGTH AS REQUIRED) [OLYMPIC FOUNDARY OR EQUAL 11 ---2 - 3/4DIA. IE RODS i � b' MEGALUG T GLgNDS / - I2' I2' x Y CONCRETE BLOCIf DRILL 1/4' DRAIN HOLE TILE 8805 SPOOL,' LENGTH AS REQUIRED VARIAHI.E VARIABLE 6' ILIARY GATE AUX VALVE (Fl x PAINT HYDRANT WITH TRAFFIC YEIlW .1071 AS MANUFACTURED BY FARWEST PAINT MFG. CD. OR SAFETY. YELLOW: MARATHON .1063 BY PARKER PAINT CO.. 3' X3'X2' AC PAVING EXTRUDED'. W.I. SEE DETAIL VB. ' STAR TIE BOLTS, DUC -LUGS, MEGA -LUGS, -OR OTHER APPROVED JOINT RESTRAINT SYSTEM. PAINT USE S TIE TAINL RODS ESS VITH STE RODS UMINOUS AND NU PAINT TS ACCORDDNG TO AP. STANDARDS (SPECIFICATION In -aoa. OR INSTALL BLUE PAVEMENT MARKER IF HYDRANT IS IN RIGHT -OF -WAY. NEATLY STENCIL VALVE DISTANCE. ONTO HYDRANT W/ 2' NUMERALS USING WHITE ENAMEL PAINT. PUMPER PORT REQUIREMENTS x 5' STORTZ ADAPTOR' -. FIRE DISTRICT I2,: 26 6 CITIES OF SEATAC 6 TUKWILA 4' STORTZ ADAPTOR - FIRE DISTRICT 139 4 1/2' MST THREADS. FOR CITY OF KENT. HYDRANT' INSTALLATION NTS 7%27= 1- SED KAH 7: °". es 0216 P6E IYxE =HT �' F.\DVOS\DETATLSWVD -009.� WOW WATER.DISTRC J X FL TEE ' l: T EXPIRE5 09 /251801 •-0l A 2 -2' NO. A 3 NO_ 8 CONNECT TO MEW SERVICE CABINET ® 2 ' ,, N0. B 3 N0. B C . ro ONNECT -WIRE TO oFFmE'stsroA.: ': Q 2 E NO. C '�2 N0. 10 '. 1 NN. 8 CONNECT TO WAREHOUSE .. 5'ERVIC PANEL Q NA. A 2, - N0." 10 1 N0. 8 CONNECT TDRESTAUR. SERVCE PANEL &: 2" - 2 NO: 10 1 N0. 8 EXISNNGN STREET . . , ILLUMINATION CIRCUIT:': A 2' - PULL ROPE FUTURE STREE UGHT I! a / /per . - - -- -- MB0 -8 MBG -7 M80,.5 MB0 -8 MBO -8.5 MB0 -9'- MBO -10 - - MBO -10.8 MBO- -11.7 1 -HNC STEEL (4 ) ANCHOR BOAS AST. A576, 1 GRADE ROD ST 0,0 046. PSI OUT 'YIELD MEAN MEAN L OF STOCK 0.90E '0, OUT OF R 3 SS E *ants', ROLLED A OR CUT THREADS PER ER A 7. CLASS 24, , TOP TOP 10 A HERS. IQCIC. WASHERS AND (4) - .i" GAO., SJL':FIATWASHERS: Amy. SL. CONDUIT (PER. PLAN) 2'3/4" (THREADED). NOTE: ANCHOR. BOLT'° BE ACCURATELY LOCAI.:D ANA SECURED I'IACED PRIOR TO . POURING CONE: ORD ROD SIMIL. INSTALLED': PER'5TD. SPECIFICATIONS A-; 7 MARS EVENLY SPACED- ". • 1 (2 &O9i b[ 3 DIA fvAT. MQUN1+ 441: 6EI R4'`o- RSyi2'LE - z RETAIL STOPE :NEW PAWN1 (F1.285 7a BEFORE DIGGING, CONTACT our( LOCATE AT 1 -800 -424 -5555 «. SIGNAL POLE AND MAST ARM L AND ELECTRICAL PLAN EC SIGNAL CONTROLLER AND SIGNAL J -BOX CO. SIGNAL POLE® AND MAST ARM. (SERVICE METER ON'POLE1 IX..PED PUSHBUTTON AND SIGNAL. J -BOX EJC 20014 LUMMAIRE AND STREET OGHNNG J -BOX «. SIIRtI ,_ I I in_ SOUTH 180TH STREET IT EFFITITITTT . JtsJCOY.� -- alaK 17 1/4" AND TRANSFORMER AND EX. ELEC 16475B IX. ELECTRICAL �. 200W LUMINAIRE PEDEST J_BOX STREET UGF G J -BOX 03164 184758) T 1 , IRANSFORMER /7 LOCATION �.J LEGEND: }-1( PROPOSED STREET 1JGM m PROPOSED TYPE 1 J -BOX 9—g EXISTING STREET LIGHT (2000) GI PROPOSED TYPE 2 J -BOX ..3=I EXISTING DECORATN£ B IXISTING TYPE 1 J -BOX ON -SITE LUMINAIRES 0 SOONG TYPE 2 J -BOX VICINITY MAP No sruc CONSTRUCTION NOTES: 0 — INSTALL STREET LIGHT. ASSEMDLY PER CRY or TUKWIIA STANDARD PLANS RS 21 30 MH. 0 MBAIM 3 OV PVC CONDUIT WITH 24 INCHES OF MINIMUM COYER. 0— INSTALL TYPE 1 OR TYPE 2 STATE TYRE - J -DOX AS SHOWN. w � — CONNECT STREET LIGHT C 0 TO EXISTING POLE - MOUNTS sm 3 3 3 3 3 3 3 SQMCE WERE SHOWNON THE P(N4. ,,„1 m �i a m a m a O— FUURE. 2 -2' CONDUIT WRFi sr. AND J-BOX FOR ��VVVVVVV 6O — INTERCEPT EXISTING STREET LIGHTING CONDUIT AND WIRE, SPLICE -IN NEW CIRCUIT B, AND PULL TO SERVICE METER, PER WSDOT STANDARD SPECIFICATIONS. " O7 — INSTALL PARKING LIGHT POLE ON RAISED FOUNDATION, MO UMI N0. NG 'ASHEISSGHT. G POLE OR EQUAL WTIH 32 FOOT SO-- INSTALL PARKING LUMINAIRE ASSEMBLY GE TYPE DMA NO. 40S1A2GMC3DDIF, OR EQUAL WITH 150 WATT LAMP. 90-- INSTALL LIGHTING WIRE N 2' RGS CONDUIT WITH MINIMUM COVER OF 30 INCHES M PARKING LOT. 0)- PARKING LOT LIGFMNG SHALL BE CONNECTED TO FACILITY ELECTRICAL PANEL AS SHOWN. IN D TWO Y i J CONDOR WITH PULL ROPE AND TWO TYPE R I J - 80X6 AT BACK OF WALK. CD-- DISCONNECT DETECTOR LOOP CABLE IN THE EXISTING J -BOX. EXTEND CONDUIT TO NEW J -BOX BACK OF CURB: RECONNECT DETECTOR LOOP CABLE SAWCUT NEW 8'z6 WSDOT TIDE 2 LOOP DETECTORS PER STANDARD RS -28 C CE TO COFFERED IN THE LANE. LO - COSTING DETECTOR EACH DESIGNED INSTALL NEW EW DETECTOR. - LOOP CABLE FOR EACHGNED DETECTOR'SHOWN IN RS -28 TO THE TRAFFIC SIGNAL CONTROLLER. THE CRY. SHALL MAKE TERMINAL CONNECTION. ... o-. INSTALL 2' CONDUIT WITH TRAFFIC SIGNAL DETECTOR .LOOP CABLE AS NOTED ON CITY .STANDARD PLAN RS -28,.. 153- INSTALL STREET LIGHT SERVCE CABINET PER CITY OF C TUKWBA STANDARD PUN RS -22. THE uRC LK,Y'..N (SEE DETAIL OF ER SHALL SHEET S OF P FOR AM CIRCUIT A'. (SEE SHEET OF 14) 2OOO'-O ' ONSITE PARKING LOT LOT CIRCUIT. "SCHEDULE So uF r o i Y o m m °m m g DENOTES COSTING. DENOTES FUTURE 571h AVENUE SOUTH CIRCUIT. SCHEDULE' I Q' NO. A: 3 N0:8 !CONNECT TO EXISTING SERWCE� CHANGE:' BREAKER 70.20 AMP. WIRE NOTE ALL WIRING AND INSTALLATION SHALL BEM ACCORDANCE COY OF TUKWILA STANDARDS AND WSDOT SPECIFICATIONS. CAUTION II CONTRACTOR SHALL VERIFY DEPTH AND LOCATION OF EXISTING'! PRESSURE; GAS BANNS PRIOR TO ANY INSTALLATION AND SIE GRADING. EIT CAUTION MOST BE EXERCISED EXCAVATING )N. THIS AREA: ANY DAMAGE TO OF THESE LINES WILL RESULTON LIFE HAZARD AND QR REPLACEMENT OF EXISTING &RB'IES AT OWNERS EXPENSE NOTIFY' CIVIL ENGINEER' IF ANY CONFLICT COSTS PROM TO',. ANY UTILITY INSTALLATION. . 18215 72ND AVENUE SOUTH KENT, WA 98032 • (425)251 -6222 a v. ,( -8782; FAX i • • • • • EX BULONO tP 2 MfK NORTHWEST 7690 S W. MOHAWK STREET TU ALA01N, OREGON 97062'' tir (503) 691 -9500 08/17/99 NJM 07/09/99 BW 06/15/99 NJM 05/17/99 MFB 04/26/99 MFB 04/02/99 MFB 03/18/99 MEET 12/30/96 MFB 0/12/98 MEW No. Dote By NJM AS NJM DKB DOB BDS DOS BDS BDS 8D$ BDS CNd. IN DKB DKB DNB DKB DKB DKB DKB DKB DKB DKB 058, AINT, A ' ARK, AY SUPERCENTER II m t �V. D m0 D C Cn Z c: n En Z0 >0 Z Z� cn :o C n Z 0) rn /. � m oQ I ' SA CUT LINE AS —euzT. II REVISED PER FIELD DONATIONS REVISED PER CUENT REQUEST I II PP REVISED TO ADJUST GRADE PER CLIENT REQUEST MODIFIED PER CRY REVIEW MODIFIED PER CITY REVIEW MODIFIED PER CITY REVIEW MODIFIED PER 010494E WATER DISTRICT REVIEW g MODIFIED PER CRY REVIEW in - MODIFIED PER CRY REVIEW MODIFIED PER CRY AND CUENT REVIEW ' Rev1.1 Tice TEMPORARY EROSION CONTROL, SURCHARGE AND DEMOLITION PLAN TI 2,4" WOOD POST ALT: STEEL .FENCE ROSS'::'. FILTER FABRIC MATERIAL 2,2,14 GA WIRE FABRIC OR EOUN. PROVIDE WASHED' GRAVEL ON NJI TRaCU AN BOTH SIDES OF FABRICON THE SURFACE FILTER FABRIC MATERIAL .36 YRDE ROLLS USE STAPLES OR. WIRE RINGS TO ATTATCH FABRIC TO WIRE.' ':,::r...• :.,mss:);::: }:: 2'x2,14 GA. WIRE FABRIC OR EOUIX. MOIE: 1) DO NOT PUCE FAHRIC UNDER. GRATE 2) APPLIES W/ SUBGRADE WORK. ONCE CRUSHED ROCK PLACEMENT FOR FINAL PAVING HAS OCCURRED, WRAP GRATE 0/ FABRIC THEN REMOVE AFTER COMPLETING CB ADJUSTMENT & MAKING WATER TIGHT. 3 LESS WASHED ROCKFlLTOR ER OVER FILTER FABRIC SD MENT E SUMP '. BONED FILTER FABRIC. .. EROSION CONTROL NOTES 1. APPROVAL OF THIS EROSGN /SEDIMENTADON. CONTROL (TESL) PLAN DOES NOT CO AR AN APPROVAL OF PERMANENT ROAD OR .DWJAG NE DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, .STRICTOR5, CHANNELS, RETENTION FACILITIES; MIRES, ETC.). 2. THE IMPLEMENTATION aF THESE: TESL PLANS ANTI THE CONSIRUCUON,•IWNTENANCE REPLACEMENT, AND UPGRADING OF THESE TESL FACILITIES IS THE RESPONSIBILRY OF THE MPLICANT/TESC SUPERVISOR ARM; ALL CONSTRUCTION IS APPROVED: • 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS . PLAN SHALL'. CLEARLY FLAGGED BY A CONTINUOUS LENGTH OF SURVEY TAPE (OR FENCING; IF REQUIRED) PRIOR TO CONSTRUCTION. WRING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING UNITS SHALL BE PERMITTED. THE CLEAR.. UNITS SHALL BE MAINTAINED BY THE APPUCANT/TESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. THE TESC FACILITIES SHOWN ON THIS PLAN• MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH•ALL CLEARING AND' ,GRADNO SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, MARNAGE :SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED, 5. THE TEC MOTES - SHOWN ON THIS PLAN ARE: THE MW.IMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. TURNS THE CONSTRUCTION PERIOD, - THESE TESL FACIUTIES SHALL BE UPGRADED AS NEEDED FOR'UNEXPECIE,O STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (e.g. RELOCATION OF DRONES AND SILT' FENCES,- etc.) 6. THE TESL FACILITIES SHALL' BE INSPECTED DALY BE THE APPUCIRAT/AESC SUPERVISOR AND MAINTAINED TO ENSURE' CONTINUED' PROPER FUNCTIONING: WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE TESO FACLL WRING WET 'SEASON (OCR. 1, THRU MARCH 31) AND OF MONTHLY DRY DURING THE Y SEASON:(APRIL .1_TO SEPT. 30). 7. ANY AREA OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS OURNG THE WET SEASON OR SEVEN OATS WRING THE DRY SEASON SHALL BE IMMEDIATELY STABLRED WITH THE APPROVED TESC METHODS (e.g., SEEDING, MULCHING, PLASTIC COVERING, etc). • B. ANY AREA NEEDING TESL MEASURE, NOT REpARNG'MMEDIAIE ATTENTION, SHALL BE ADDRESSER WITHIN FIFTEEN (15) DAYS. 9. AT NO TIME SHALL MORE THAN 1 -FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASKS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM:. CONSTRUCTION SEQUENCE: PRIOR TO CONSTRUCTION 1. CONFIRM THAT ALL APPLICABLE CONSTRUCT. PERMITS HAVE BEEN SECURED. 2. INSURE THAT ALL NECESSARY PRECONSTRUCTION MEETINGS HAVE BEEN HELD PRIOR TO ANY CONSTRUCTION ACTIVITIES. 3. LOCATE EXISTING AD RTES AND INMATE COORDINATION.WRPL UTILITY AGENCIES. 4. INSTALL SILT FENCE AS SHOWN ON THIS 'PUN: 5. IMPLEMENTS ADDITIONAL SILTATION CONTROL MEASURE,. DIRECTED BY THE CITY AUTHORRES AND /OR AS SHOWN ON THIS PLAN. DURING CONSTRUCTION I. STRIP PAVEMENT AREAS. 2. OVER - EXCAVATE AND REMOVE LOOSE OR -SORT NMTEHEL TO A BETH THAT WILL PROVIDE A STABLE BASE FOR STRUCTURAL Fla ILL- SPECIFIED IN SOILS REPORT: 3. INSTALL STORM SEWER PIPES AND CATCH BASINS PER APPROVED .PLANS. 4. PROVIDE TEMPORARY CATCH BASIN SILT TRAPS ON CATCH NASAS, AND MAINTAIN UNTIL ". ."RATION WS. PASSED 5: INSTALL REMAINING MLRTES, EG: - WATER. SBI{I.GAS, ETC. 6. PLACE AND COMPACT Flu. MATERIAL IN ACCORDANCE WITH SOBS ENGINEERS RECOMMENDATIONS AND /OR PROJECT SPEORCQIONS 7. BEGIN SITE SLRUCNRES.: 1. LANDSCAPE AVE ' PROVIDE EROSION. ^PROTECTION ON ALL DISTURBED. AREAS. 2.. OBTAIN FINAL SITE APPROVAL. FROM CRY %TICKS. 3. REMOVE THE REMAINING TEMPORARY EROSION /SEDIMENTATION CONTROL ONLY SITE HAS BEEN STABIUZED AND CRY, OF TUI(WIA SITE DEVELOPMENT INSPECTOR HAS APPROVED THE REMOVAL • CLEAN UI' STORM DRAINAGE .SYSTEM. 00 NOT FLUSH SEDIMENT OFF THE SITE TEMPORARY EROSION /SEDIMENTATION CONTROL PLAN NOTES AND DETAILS ANCHOR FIRST STAKE TOWARDS PREVIOUSLY WD BALE ...NORA. BALES CONSTRUCT SET FENCE PE DEikL , THE Sf,.ET WEDGE LOOSE STRAW POINT A SHOULD 'BE HIGHER THAN POINT B BETTE. BALES PROPER PLACBAENT OF STRAW BALE BARFER N ORANAGE WAY 2 REEWS, STEDL PIGKETS Oft 2 X 2 SAKES 5' YIN. N THE GROUND FILTER FABRIC FENCE INSTALLATION NOTES I. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT 70 THE LENGTH OF. THE'BARI TO AVOID USE OF JOINTS WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SWCED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 -INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. THE FILTER. FABPoC FENCE LL BE LLED . FLLOW. ONE TOUR (E `AAWNC).: SE FENCE P SHwi SPACED T0 O MAXINUI{, OF B CON FEET S APART WHERAND DRIVEN SECURELYINTO THE GROUND (MIWMUAI OF 30 INCHES}. A TRENCH SHALL BE EXCAVATED, ROUGHLY B INo4E5.TADE.AND 12 INCHES DEER, UPSLOPE AND ADJAcA.T TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL HE F/STENEDSECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUN WIRE STAPLES AT LEAS. 1 NCH LONG, TIE WIRES OR HOG RAGS. THE WIRE' SHALL EXTEND INTO. THE TRENCH A MWMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GRAND SURFACE. • THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABA THE ORIGINAL GROUND SURFACE' FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. WHEN. EXTRA.5TRENGTN FILTER FABRIC.AND CLOSE POST SPACING ARE USED, BRIE I MESH SUPPORT FENCE MAY 'BE. FIJMINATED. IN SUCH A CASE, THE FILTER fABRIC IS' STAPLE OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISGNS OF STANDARD NOTE 5 APPLYING. THE TRENCH SHALL BE BACKFlLLED WITH 3/4 -INCH MINIMUM , DIAMETER WASHED GRAVEL FILTER FABRIC FENCES SHALL BE REMOVED WHEN :THEY HAVE SERVED THEIR u.FUL PURPOSE BM NOT BEFORE THE UPSLOPE AR. HAS BEEN PERMANENTLY STABWZED. FILTER FABRK: FENCES SHALL BE .INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST ONLY DURING PROLONGED RAINFALL ANY REQUIRED REPAIRS SHALL. BE MADE IMMEDIATELY. STANDARD NOTE 1. 5/8 I BASE NCH DAM CONSISTS ETER HOL OF 3/4 E. INCH MOCK. 2 FOOT BY 2 FOOT PLYW000 WITH CENTER DRILLED 2. BEDDING MATERIAL, IF REQUIRED, SHOULD CONSIST OF TRACTGN SAND. 3. MARKER ROD IS 1/2 INCH DIAMETER STEEL ROD THREADED AT BOTH ENDS. MARKER ROD IS ATTACHED TO BASE BY NUT AND WASHER ON EACH S1DE OF BASE. 5. PROTECTIVE SLEEVE SURROUNDING MARKER ROD SHOULD CONSIST OF 1/2 INCH DIAMETER PLASTIC TUBING. SLEEVE IS NOT ATTACHED TO ROD OR BASE. 6. ADDITIONAL SECTIONS OF STEEL ROD CAN BE CONNECTED WITH THREADED COUPLINGS. 7. C ADDITION GS. AL SECTIONS. OF PLASTIC SLEEVE CAN BE CONNECTED WIH PRESS -FIT PLASTIC OUPIJN 8. STEEL MARKER ROD SHOULD EXTEND AT LEAST 6 INCHES ABOVE TOP OF PLASTIC SLEEVE. 9. MARKER SHOULD EXTEND AT LEAST 2 FEET ABOVE TOP OF FILL SURFACE. SETTLEMENT PATE aET ALL NOT TO SCALE PERIMETER SEDIMENT SUMP. SAW -CUT EXISTING ASPHALT 2'A2" A'(MIN.) WOODEN STAKES; DRIVEN INTO GROUND 18 (MIN:)' IN DEPTH. SLOPE =. 2:1 < Ls iTr■ MIT� NeW "OW EXISTING BERM, TREES(SHRUBS; AND GROUND CO BE ULA JACQUEMOMII/ JACOUEMONTII BIRCH I , THUJA POE TA'ATROARENS / ''�WESTENCEDAR. .. STAKE LAD GUY. ONE GROWING. SEASON, MAX.; NURSERY GROWN. FOR 'SINS:. TREE USE. 6 -FOOT STANDARD - STAKE .AND GUY ONE GROWING SEASON, MAX.; NURSERY:GROWN FOR STREET TREE USE, 6 -FOOT STANDARD STARE AND GUY ONE GROWING SEASON, MAX.; NURSERY GROWN .FOR STREET TREE US, 6 -FOOT STANDARD COVED COVER COVER COVER COVER COVER 11. /1 LANDSCAPE PLANTING PLAN SYM NAME SHRUBS: PRUNUS LAUROCERASUS 'O1TO LUYKEN/ OTTO. INNEN IAUREL VIBURNUM P.T. 'MARIESII' MARIESII DOUBLEEILE LABURNUM STRANVAESIA DAVIDIANA DAVID'S STRANVAESl4 ILEX CRENATA L CONVEXA' / JAPANESE HOLLY BERBERS T. 'ROSY GLOW'/ ROSY GLOW BARBERRY MISCANTHUS SINENSIS PURPURASCENS/ FLAME GRASS GROUND COVER: SALIX PURPUREA NANA/ DWARF PURPLE WILLOW NNCA' MINOR / DWARF PERIWINKLE ARCTOSTAPHYLOS OVA URSI / KINNIKINNICK SOD LAWN: LOCAL. COMMERCIAL, BLEND. LAWN /PLANTER EDGE- CUT TRANSIiON • SIZE 18" -24" 18" -24' 18" _24" 18 - 24" 12" 16 "- 24 REMOVE ALL EXISTING GTATON IN THIS AREA. REPAIR, REPLACE EXISTINVEEG CHIAIN LINK FENCE. CHAIN LINK FENCE TO ALIGN WITH NORTH LINE 'OF BUILDING.. CONDITION SPACING QUANTITY - REMARKS 52 24 NOTE: THIS P. IS PREPARED FROM DESIGNS PROL1DED BY PROJECT OWNER AND WHICH WERE PREVIOUSLY DRAWN D'Y "SEGAL BUSINESS PARK' AND "GREENORKS ". GENERAL PLANTING NOTES: 1. PROVIDE IRRIGATION TO ALL LANDSCAPE AREAS. PROVIDE A MINIMUM OF 6" DEPTH TOPSOIL TO ALL LANDSCAPE BEDS. SUBGRADES AND THE OUALRY OF THE SUBGRADE IS SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT. PROVIDE TREE STAKING. 5. PROVIDE 2' MINIMUM DEPTH OF FINE GROUND BARK. TO ALL LANDSCAPE BEDS. PROVIDE ONE YEAR WARRANTY FOR ALL NEW PLANTINGS. 2 000 - 00 HOLD 3 FROM BORDERS HOLD 3' FROM BORDERS HOLD 3' FROM BORDERS HOLD 3' FROM BORDERS HOLD 2' FROM BORDERS AND OTHER SPECIES SAME HOLD ∎12" TO 15" FROM BORDERS AND 18' FROM OTHER SHRUBS AND TREES. HOLD 2' FROM BORDERS AND OTHER SPECIES SAME 2 ' - THE CONTRACTOR SHALL WARRANT 100% PLANT .SURVIVAL OF EACH SPECIES FOR ONE YEAR FOLLOWING COMPLETION OF INSTALLATION. SHOULD SURVIVAL FALL BELOW 100% SURVIVAL,'THE CONTRACTOR. SHALL REPLACE DEAD MATERIAL WITHIN THE FIRST YEAR AFTER 'PLANTING TO' 100% OF DESIGN COVERAGE, SHOULD A PARTICULAR SPECIES'NAVE 'A HIGH. I, DUE TO POOR SITE COMPATIBILITY; SPECIES MAYBE SUBSTITUTED PER DESIGNERS RECOMMENDATION, ACCORDING THE MONITORINJG ;CONTINGENCY PLAN. • 3. ALL PLANT MATERIAL SHALL BE WATERED AS NEEDED T TAINTAIN- HEALTHY GROWTH DURING THE SUMMER FOLLOWNO' INSTALLATION. WATER IS INCIDENTAL L TO THE carraRAOT' FOR.DOTH IN9TA Ana ilhNTENANCEr. IRRIGATION SHALL BE PROVIDED - -VGA AUYOMATIC'IRRIGATION TENT CONTRACTOR TO DESIGN -BUILD 1 WATERING IS :UNITED TO "ONE , FOLLOWING INSTALLATION/ CONDNCFNCY PLAN 0 SHRUBS AND'TREES , SHALL HAVE.0RASS' SODS REMOVED FROM AR ARO EQUAL,,T0 3 SURROUNDING EACH A; - O()NTINGENCY' PLAN WI BE PREP PLANT WITH 4" DEPTH 0E ORGANIC ^MULCH MAINTAINED W THE CLFAR4D AREA EO'J't��,T,VHO�SE PLANTS ABOVE IN7EXGESS CIE' ^THE PERFORMANCE STANC THE' - SEASONAL HIGH WATER LINE FORA PERIOD QF -TWO YEARS TOLL WINO NNSTALwnO ' 3 WEED;NNNT£NANCE SHALL TUL. STANDARD .rncULNRAL PRACTICE$ 6,QR THE:13 € OF TH REEOMMENDA`T WILL MADE TO REPLACE COMMON LA AREAS ,OETERMIN TNFTERENT NATNE SPECIES i A CF R 4TINGENCY U A TKIN' @Y TNE CM Nllf, P. RfI(E TOR 3 44/C RP M ni' TREES RENO(ClY.NRING 2Nt�4WIVi'tYRE ORDINAMEN PREPARED RANTING BE MONITORED ANNUALLY FOR. TWO YE/OS BY A. CENSUS ALL PLANTS. THE 04101AL RENEW WILL NE PERFORMED AT:COUPLEdpN'OF THE INSTALLATION TO ESTABLISH: THE' BASIS FOR THE FOLLOWING,,NNUAL REVNEWS-TNE FIRST: ANNUAL REVIEW. WILL CORRESPOND WI. THE END Of . ONE -YF•4R WARRANTY PERIOD REQUIRED. OF THE 'LANDSCAPE CONTRACTOR. TERMINATOBR OF BUFPLENEMTAL IRRIGAAION OF THEE PLANTINGS WILL BE OETERMTjED'AT TB/S IAMB, THE SECOND'MONRORIN WILL OQCURFTWO YEARS WROr WSTALLATION IN JUNE OR JUL, ': THE FIRST NAND:TTNAL.PERFTONMANCE REPORTS RAGE :NE , DELNERED TO THE OWNER'AFTER COM.^LETION;OF.EACH ONE -YEAR. AND 7W0—(EAR,.. hEW FENCING (PERDETAIL.SHT. 9 OF ON -SITE CAL' PLANS) -a A2 Trek SYMBOL weal NOTE SEE PLANT 1 - x TOR PLANT SPMINC PUGET SOUND NATIVES (WETLAND BUFFER) FEATHER ExCESS SOIL UNDER MULCH - V MULCH AT CROWN I /2" AFAVE GRADE ABOVE GRADE 2 MULCH (COMPACTED) PREPARED PLANING BED REMOVE CONTAINER &SCORE ROOIBPLL. SPREAD Ina. ROOTS LE83TNAN1cML (RUNE" AFTER 10J.gi) ( RANIBDBNFaE MILCH GlroUndcover Planting Detail SCALE NONE NAME TREES: ACER CIRCINATUM / VINE MAPLE BETULA PAPYRI PAPER BIRCH FRAXINUS LATIFOUA OREGON ASH A/IEIANCHIER ALNIFOUA / WESTERN SERVICEBERkY SALIX LUCIDA van, LASIANDRA/ PACIFIC WILLOW PIOUS CONTORTA CONTORTA / SHORE PINE PSEUDOTSUGA MENZIESII/ DOUGLAS AR THUJA LIATA / _ WEST CEDAR SHRS: POS UBwOR HUM MUNITUM/ SWORD FERN CORNUS STOLONIFERO / RED -OSIER DOGWOOD RIBES SANGUiNEUMI RED FLOWERNGCURRPM MAHONIA AOUIFODUM / OREGON GRAPE RHODODENDRON MACOPHLUM PACIFIC RDRHODODENRDRON YL OEMLAERO CERASIFORMIS / (OSMARONIA) INDIAN PLUM SYMPHORICARPOS ALB'S/ SNOWBERRY ROSA NUTKANA/ NOOTKA ROSE GROUND COVER ARCTOSTAPHYLOS LAVA URSI / KINNIKINNICK CREATED WETLAND: IRIS MISSOURIENSIS/ WESTERN IRIS SCIRPUS MICROCARPUS / SMALL- FRUITED BULRUSH SCIRPUS ACUTUS/ HPRDSTEM BULRUSH REMOVE EROSION CONTROL SOD SIZE 4' - 6' HT: 1.5 CAL 15T CAL. CAL 4' MIN. 3' - 4' HT. 4' - 6' HT. 4' - 6' HT. COLLECTED. 24 - 30" 15" - 18 18' -2a' 15 %. 10' 24" - 30" 15" -18" 12" -15 6 MINIMUM CONDITION B & B B & B N//BON CONTAINER B& BOR CONTAINER % NG O CONTAINE R B & & B B & B CONTAINER BR OR CONTAINER CONTAINER CONTAINER CON MINER BR OR CONTAINER BR OR CONTAINER CONTAINER 1 GALLON 4° POT I THIZOME - 4x4 PRESSURE TREATED POST SPACING AS SHOWN 5 AS SHOWN 7 AS SHOWN 8 AS SHOWN 4 AS SHOiNJ 16 AS SHOWN 2 AS SHOWN I AS SHOWN 6 3' 30' AVG. AVG 24 . 24" PLANS: ALL PLANT MATERIAL SHALL BE HEALTHY, WELL ,AND DISEASE FREE.; PLANTS. AVAILABLE' IN THE ORNAMENTAL TRADE SHALL COMPLY WITH `ANS,Z60.1- 1996,. AMERICAN STANDARD FOR NURSERY STOCK. SUBSTITUTIONS . ONLY UPON SUBMITTAL OF WRITTEN VERIFICATION OF NON- AVAILABILITY FROM TWO LICENSED PLANT QUANTITY 18 6 NOT TO SCALE 0 .V E CEPT AS NOTED CESSA ,:ALL WORK SHALL BE COMPLETED EF RE OF TUKmU TANDARDS. 2. .VERIFY THAT ALL NECESSARY PERMITS HAVE OBTAINED BEFORECOMMENCEMENST OF WORK. CONTRACTOR IS RESPONSIBLE R FOR OBTAINING TIVSHALL HALL MONITOR - • 3. THE OWNERS. REPRESENTATIVE SHANITOR ON CONSTRUCTION TO.ASSURE COMPLIANCE Yin DESIGN SPECIFICATIONS AND RETA SPECIFIC G , - A NCACIONS: 4. ALL EROSION CO 'CONTROL COMPLETED ASSOCIATED OCICIATED GRADING AND CONSTRUCTION IN THE ENHANCEMENT AREA SHALL O ED PRIOR T MEASURES PRIOR TO TOPS AND TOPS ON' C PLANTING., 5. REMOVE BE BE CO VE EROSION CONTROL E DURING MONTHS„ NOVEMBER .APPROVAL H R SHALL BE A 6. PLANTING OMPLET SHALL COMPLETED OMI UPON' WATER MONTHS„ L GRADING., GH MARCH. SEEDING' HALL SHALL BE _ COMPLETED IMEDIO ISEED UPON COMPLETION LOS ANN - FINAL M MULCH SHALL NE INCLUDED IN THE SEEDING OP SOIL OPERATIONS FOR SOIL STABIL12ATION DURING SUMMER "MONRIS - - 7. CONSTRUCTION SEQUENCE - RDING E NTAOD WILL BE INSTALLED AS REQUIRED. G B. GRAADING, . FENCING. AND O UNDERGROUND ROUND AND FINAL SHALL BE INSTALLED (UNDER SEPARATE PUNS). C. PLANING AREAS SHALL BE TOPSOILEO AND GRADED. D. ALL DISTURBED AREAS SHALL BE SEEDED AND U MULCHED B IMMEDIATELY UPON COMPLETION OF FINAL GRADES. E. TREES SHRUBS AND EMERGENT VErnAnuN SHALL BE. PLANTED ACCORDING TO THE RANTING PLAN AND DETAILS. 24 is 10 r� Q3 38 45 ) COVER COVER 0 68 00 SF/ 2 314 SF/ 75 766 SF/ 200 Y+0 C AP RON 3/8' RADIUS, ON ALL ExPOSED EDGES. REMARKS SEED GRASS: HYDROSEED ENTIRE CONSTRUCTION AREA FOR EROSION CONTROL. STRIP SOD AND MULCH AS NOTED ON DETAILS ALOPECURUS PRATENSIS MEADOW FOXTAIL, MULTI -STEM, 3 - 5 TRUNKS SCRUB /SHRUB- NOT PART OF TREE COUNT STAKE AND GUY ONE GROWING SEASON, MAX; NURSERY GROWN FOR STREET TREE USE. 6 -FOOT STANDARD STAKE AND GUY ONE GR....SEASON • STAKE AND GUY ONE.GROWING SEASON STAKE -AND GUY ONE GROWING SEASON STAKE AND GUY ONE GROWING SEASON STAKE AND GUY ONE GROWING SEASON STAKE AND GUY ONE GROWING SEASON SHEAR FRONDS TO 50 PERCENT OF MATURE TIDE, WATER QUALITY EDGE; WINTER PLANTING RECOMMENDED HOLD 4' FROM BORDERS 4 CANES MINIMUM; HOLD a FROM :BORDERS HOLD 5' FROM BORDERS WATER QUALITY EDGE; WINTER PLANTING RECOMMENDED HOLD 3' FROM BORDERS HOLD 3' FROM BORDERS HOLD 2' FROM BORDERS AND OTHER SPECIES SAME TRIANGULAR SPACING GROUPED AS SHOWN;. FLOOD PLANTING AFTER INSTALLATION o� 6 WASHED ROCK. NOTES WOOD AND CHAIN LINK FENCE DETAIL MONITORING NOTES: BLACK VINYL DGAUGE CHAIN. LINK FENCING TOGETHER WITH 5 i6 G vINIZ EY BB()W& FENDER WASHERS AND PEENED THREADS. PERFORMANCE STANDARDS 1 ' - - • THE - PERF YEAR ON DS ORMANCE STANDAR :10 ACHENE THE- MRIGATON GOALS WILL BE 100% OF. ALL. TREES AND SHRUBS WILL BE AOJ)IE AND 'WRH.40. OF CANOPY AT MINIMUM ALIVE AT THE TIME ,OF THE FIRST YEAR'S PERFORMANCE. MONITORING INSPECTION. 90% OF.BLL EMERGENT PLANTS SHALL BE ALIVE 2.- YEAR TWO: ..: 80% OF AL. PUNTED SPECIES SHALL BE ALIVE' (40% CANOPY SURVIVAL) AT THE TIME OF THE SECOND YEAR'S PERFORMANCE MONITORING INSPECTION, MONITORING PROGRAM THE OBJECTIVE -OF THE TWO. YEAR MONITORING PROGRAM. IS TO. ASSESS THE SUCCESS OF THE PLANTINGS IN THE STREAM ENHANCEMENT'AREA: MITIGATION PLANTINGS -M0, STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT r RF aRtce NO. CV OLB'I A Y W HO. SO A'ID ONLY AWN BI'"VGTI %J 2, C`, 2S: TOP RAIL CHAIN UNN FENCING 2 BOTTOM RAIL 1' =20' PRUNE DAM GED TWIGS KTER INAN'ING RISCE IN VERT. POSIT.: DOUBLE LENDERS WILL BE REJECTED NE c S• CN 'AS NEEDED BASIS" PER NOTES: ALL GUYS i0 BE FLEXIBLE P KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES P HOLD CROWN OF ROOTHALL AT OR JUST ABOVE FINISHED GRADE o PROTECT TRUNK MID LIMBS FROM INJURY o BAOCFlLL TO BE SETTLED USING wATER ONLY - NO MECHANICAL COMPACTION ( 2A7 D.F 50d(6W� L ELASIt / 11 / 0 ' LOCK TYPE s"" a0 GAL' TN RUBBER GUYS nED m IN Fk3URE EIGHT; REMOVE ATER aNE cRa NC sEASBN PROTECTI c WRAPPING DURING SHIPMENT TO SITE & INSTALLATION REAI(:VE AT CONPIiTDN OF P LANING TURF PLMR ING: PROW 3 EEP " SI MULCH IN WELL MULC /2' D - 1ZE Hou BACK FROM TRUNK 1 s• To 10 - FINISHED GRADE PREPARE P072 BED PER TpP;OIL SPECS. LOOSEN — SqL i0 18 OR DEPM OF ROOTBPLL ANO 4 TIMES BALL DIA PEEL BACK BURLAP: REMOVE TIES, CONTAINERS & WRE fYS(ETS: SCORE RODTBALL SET BAIL ON UNDISTURBED BASE OR COMPACTED MOUND UNDER BALL PENETRATION TO SUBBASE (0) tr De d ions Tree Data (B and B, Leas Than 3' Dia) FEW CB N TYPE IE =19 SOLE NONE (2)' 2, 0 B.F. STAKES: TIE AT APPRBE 1/3. TO I/2 HEIGRT aF TREE m:H FLEXIBLE RUBBER TIE IN FIGURE EICNT PATTERN. $TN(ES 0.46 TREE PLUNB - 3" DEEP SAUCER FOR WATER IAN, DEEM OF MULCH (BARK) REMOVE BURLAP FROM TOP I/3 OF ROOTBALL EXCAVATE TREE Pli AT A YIN. OF 3 TIMES DI0. OF g00TBNt; SCORE ROOTBNL AND PR W. PIi SPD:LS BACICFryL SEi BALL ON'UNDISNRDED SUBCRADE, OR COMPACTED SOIL Evergreen Tree Planting (6' To 10' Haigh) SCALE: NONE 15p lF 36" ADS N-12:49- 107, PLANTING PLAN 2L00 06 g Ci a 3 z 04 LEGEND: PROPOSED TYPE II CATCH BASIN PROPOSED TYPE I CATCH BASIN EXISTING TYPE Ii CATCH BASIN EXISTING TYPE I CATCH BASIN PROPOSED STORM DRAINAGE LINE EXISTING STORM DRAINAGE LINE PROPOSED SANITARY SEWER CLEANOUT PROPOSED SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MANHOLE PROPOSED SANITARY SEWER LINE EXISTING SANITARY SEWER LINE EXISTING WATERMAIN EXISTING FIRE HYDRANT EXISTING WATER VALVE PROPOSED WATERMAIN PROPOSED FIRE HYDRANT PROPOSED WATER VALVE PROPOSED SPOT ELEVATIONS EXISTING SPOT ELEVATIONS PROPOSED CONTOURS PROPOSED LIGHT PAVEMENT PROPOSED HEAVY DUTY PAVEMENT PROPOSED CONCRETE PAVEMENT no ( ❑1 0 • / 23.2 100 R =50.00 __- L =66.5 Tan = 3'.28 " -- EXISTING RESTAURANT ■ 0 PARKWAY SUPERCENTER PHASE II '- - --r - - - -� i, BUILDING SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. TUKWILA, WASHINGTON APPROVED FOR CONSTRUCTION BY SOUTH 180TH STRE 5B CITY ENGINEER q. DATE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504 -7060 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 ACT,1tt, PURSUANT TO WAC 332 -120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. 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. 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 RESPONSIBILTIY OF THE CONTRACTOR. VICINITY MAP NO SCALE LEGAL DESCRIPTION THOSE PORTIONS OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER AND SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, ALL IN SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS COMMENCING AT THE NORTHWEST CORNER OF THE SAID SOUTHWEST QUARTER OF THE NORTHEAST QUARTER; THENCE S 88'5' +'46" E ALONG THE NORTH LINE OF SAID SUBDIVISION, 449.30 FEET; THENCE S 01'05'14" W 36.0 FEET TO THE SOUTHERLY MARGIN OF SOUTH 180TH STREET AND THE TRUE POINT OF BEGINNING; THENCE CONTINUING S 01'05'14" W, 365.78 FEET; THENCE N 88'54'46" W, 424.89 FEET; THENCE S 86'58'00" W, 103.76 FEET; THENCE S 58'20'50 "W, 7 4.23 FEET TO THE EASTERLY MARGIN OF SOUTHCENTER PARKWAY; THENCE N 08'43'18" E ALONG SAID EASTERLY MARGIN, 316.06 FEET; THENCE N 14'46'53" E ALONG SAID EASTERLY MARGIN, 63.77 FEET; THENCE ON SAID EASTERLY MARGIN ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 50 FEET THROUGH A CENTRAL ANGLE OF 76'18'21 ", AN ARC DISTANCE OF 66.59 PEET; THENCE S 88'54'46" E ALONG THE SOUTHERLY MARGIN OF SAID SOUTH 180TH STREET, 485.16 FEET TO THE TRUE POINT OF BEGINNING. BENCHMARK NGS MONUMENT N254 BRASS CAP DISK SET FLUSH IN A DRILLHOLE AT THE NORTHEAST CORNER ON A 3 FOOT CONCRETE BASE OF A TRAFFIC LIGHT SUPPORT POLE 67' S.E. OF THE CENTERLINE OF SOUTH 180TH ST. AND SOUTHCENTER PARKWAY. EL.= 28.508 SHEET INDEX 1. COVER SHIFT 2. GRADING AND STORM DRAINAGE PLAN a WATERMAN EXTENSION PLAN 4. SANITARY SEWAN PLAN 5. CONSTRUCTION NOTES AND DETAILS 2DDcyDo 2 NOTES CONTRACTOR SHALL FOLLOW ALL RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER DURING CONSTRUCTION OPERATIONS. REPORT PREPARED BY GEO ENGINEERS DATED FEBRUARY 22, 1 999. 'These plans have been vvIewed by 818 tut Works Department for r)pnt0nhance with City standards. Aceeptaliaa fli subject to errors and omissions which do 00torizo -; of adopted ctandards or . Th: ,'lily for the TATcuacy of rests:: he design: ' dditiens, or rev:.. 358 drawin:::. this void tT _nce and vri i ;,.quire a of rev' •rings for SUU T ;Uent Ffnai acceptar b s1lpatetto tic'.. __ ,faction d i e Public Worlgt l n a p e . cior. ill /4 t1/ 1-4, SD 1 Ss s, S M e CALL BEFORE YOU DIG: 1 -800- 424 -5555 LTnL.1T1' 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 UTILITY LOCATE ® 1- 800- 424 -5555 AND THEN POTHOUNG ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATIO'! AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONS. A BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. EXPIRES 3/23/01 U- w o m - 3 � C m1 of 11 3 N 0 ! Z o CD LO V cr W O(° Z Q J i 2 I I IDE DRIVE. RIGHT -OF -WAY __ DEDICATION CAUTION !! I �, I L. � .:.., i :ASII • F NEW eDco RIM =27.60 1E7 5 IE 7.; 125 LF 6" CPEP ® 1.00% C NEW', TYPE - RIM =23.70 IE =20.64 NEW SOLO NEW TRENCH ARAN RIM =27.60 RIM =23.70 IE =24.00 24 LF 6" CPEP ® 1.0 % NEW Saco RIM-727.60 0 IE =22.05 70 LF 6" CPEP © 1.00% NEW SDCO RIM =27.2 IE =25.94 230 LF 6" CPEP ® 1.00% MIN. TO DOWNSPOUTS NEW BUILDING F.F =27.7 EX. 2" DISCHARGE PIPE TO BE REMOVED EX. PUMP TO BE REMOVED -- INSTALL EX. PUMP IN WATER VAULT r'F iF v 25 /8 (POWER . R _ ,J ,..I NEw eD00 RIM =27.2 IE =25.19 150 LF 6" CPEP ® 0.5% DOWNSPOUT DRAIN 5 CC■NC. 1,1 i- � r- - CONC. (TO RE I�D :.T. r =a i + — .�— � - V= 83'5839 ,- � _ `_° - E, }T - --- �A .�_ , t , SAW -CUT AND MATCH EX. GRADE 25.31 MATCH EX. H EX. IE722.05 -r d N 87 S ag s REMOVE EX. ASPHALT — / PAVEMENT AND REPLACE P WITH NEW (PER DETAIL SHT. C5) • T.P 4 26.6 A`dEASEI;ENT - THE. C11Y Of 15KXILX k5 LF 2" PVC SCH 80 DISCHARGE PIPE emu, INSTALL EX. PUMP FROM CB.. #2.'TO WATER VAULT NEW SDDO RIM =27.60 IE -24.35 -1X7 LF 6" CPEP e-0.5%.--.I MIN. TO DOWNSPOUTS PAR ✓I '- EX wATER vALVES CONTRACTOR SHALL VERIFY DEPTH AND LOCATION OF EXISTING PRESSURE GAS MAINS PRIOR TO ANY INSTALLATION AND SITE GRADING. EXTREME CAUTION MUST BE EXERCISED WHILE EXCAVATINC IN THIS AREA. ANY DAMAGE TO EITHER OF THESE LINES WILL RESULT IN POTENTIAL LIFE HAZARD AND OR REPLACEMENT OF EXISTING UTILITIES AT OWNERS EXPENSE. 1 NOTIFY CIVIL ENGINEER IF ANY CONFLICT EXISTS PRIOR TO ANY UTILITY INSTALLATION. N R =50.00 L =66.59 + I Relta= 76'18'21" (EXISTING) r A 2410". ' - - - R �40OCL L761.05' 6315- E2, 52,26315 -5, GRADING AND STORM DRAINAGE PLAN 424.89 __ 3.75- T' F:o s'ATER MFTEP BY CITY ENGINEER APPROVED FOR CONSTRUCTION DATE These plans have been reviewed by the Public Works Department for Conformance with current City standards. Acceptance f8 subject - rmrs and omission- which do not authorize of adopt _ ndards o r . Tr - ,1 1 for .y of th rests to design.", _.irons, or rep: - se draw this dale tO1 void t: - .... - ce artd e a of r rings for sD`_.: nt Final acceptance is sobjectto fie:. ..ctionbp the Public Works utilities Inspector. taate: 1 EXPIRES 9/23/01 J 1 0 tL 0 O N (O 0 0) Z 0 0 0 W ir z J 1- 0 0 cr I tT . 0 01 30 25 r• , 3p, 6. 6" CAST IRON r ---- � .__-- -- ___________ 1 3 EXISTING RESTAURANT FF = 27.0 J f ,, ., l.i. INSTALL: 1 -2" DOMESTIC WATER METER 29 BACKFLOW TO DETAIL R QUIREMENTS) INSTALL: 1 -2" LANDSCAPE DEDUCT DEDUCT METER AND SERVICE INSTALL DOH APPROVED DCVA W /APPROVED RACKFLOW PREVENTOR I. T Ef,11 L =BT 24'10" RA40.08! LT61.DB' h R =50.00 L =66.59 .,.∎ -39.28 D080=76'18 (EXISTING) =30 br:on:, ' Z6315,1631.5- 8"2.76315 -, EX. SSMH NO. 35 EX. SSMH N0. 34 RIM-V.65 RIM= IE =21.10 12" IN) IE= 14.48 )12" IN) IE= 18.30 12" OUT) IE= 14.38 (12" OUT) EX. FIRE HYDRANT EX. SSMH JIE 36_ RIM =7 -- IE 21 57 (1 OUT) I0 =21.64 (6" IN) EXISTING CURB, GUTTER - -- AND -SIDEWALK- _. _. EA. 15' UTILITY - - - - - -- AND GAS EASEMENT 180TH STREET SOUTH - 8750 { CU _. :10 "W • -- WATERMAIN PROFILE 1 = 5' VERTICAL WATERMAIN EXTENSION PLAN 424.89' NOTE — — i 1 EX. SSMH NO. 33 RIM= IE =13.70 12" IN) IE =13.60 12" OUT) - r " - EX. WATER METER W /PRV VALVE EX. 10" W EX. EH !! BY APPROVED FOR CONSTRUCTION HIGHLINE WATER DISTRICT DATE APPROVED FOR CONSTRUCTION CITY OF IUKWILA FIRE DEPARTMENT BY DATE 3 m A w x � G z I � lo z c 7 ) (D CO EX. 18" PIPE CASING 30 EX. 12 " W g EX. 12" W 25 10 a z I- X w NOTES 1. OWNER SHALL OBTAIN A TEMPORARY CONSTRUCTION ACCESS AGREEMENT WITH THE ADJACENT OWNER PRIOR TO ANY WORK BEING INITIATED OFF —SITE. ALSO, OWNER SHALL OBTAIN A PERMANENT 20' WIDE PUBLIC WATERMAIN EASEMENT FOR ACCESS RIGHTS FOR HIGHLINE WATER DISTRICT. 1. WATERMAIN DESIGN IS BASED ON THE REQUIREMENTS BY HIGHLINE WATER DISTRICT. THE DESIGN SHOWN IS THE RESULT OF COORDINATION WITH HIGHLINE WATER DISTRICT TO MEET THEIR STANDARDS FOR APPROVAL CAUTION CONTRACTOR SHALL VERIFY DEPTH AND LOCATION OF EXISTING PRESSURE GAS MAINS PRIOR TO ANY INSTALLATION AND SITE GRADING. EXTREME CAUTION MUST BE EXERCISED WHILE EXCAVATING IN THIS AREA. ANY DAMAGE TO EITHER OF THESE LINES WILL RESULT IN POTENTIAL LIFE HAZARD AND OR REPLACEMENT OF EXISTING UTILITIES AT OWNERS EXPENSE. NOTIFY CIVIL ENGINEER IF ANY CONFLICT EXISTS PRIOR TO ANY UTILITY INSTALLATION. 8) U- N (0 O / Z LO V O4 MW Cb O (° Z c'3 P Q ✓ J I- CAUTION !! CONTRACTOR SHALL VERIFY DEPTH AND LOCATION OF EXISTING PRESSURE GAS MAINS PRIOR TO ANY INSTALLATION AND SITE GRADING. EXTREME CAUTION MUST BE EXERCISED WHILE EXCAVATING IN THIS AREA. ANY DAMAGE TO EITHER OF THESE LINES WILL RESULT IN POTENTIAL LIFE HAZARD AND OR REPLACEMENT OF EXISTING UTILITIES AT OWNERS EXPENSE. NOTIFY CIVIL ENGINEER IF ANY CONFLICT EXISTS PRIOR TO ANY UTILITY INSTALLATION. S.1801H STREET CROSSING NOTES 1. OWNER SHALL OBTAIN A STREET USE PERMIT FROM THE CITY OF TUKWILA FOR PRIVATE MAINTENANCE OF THE SANITARY SEWER SERVICE ACROSS S. 180TH STREET 2. CONTRACTOR /ENGINEER SHALL POTHOLE ALL EX. UTILITIES TO VERIFY DESIGN PRIOR TO CONSTRUCTION. 3. PRIOR TO POTHOLING AND SANITARY SEWER CONSTRUCTION, CONTRACTOR SHALL SUBMIT A DETAILED TRAFFIC CONTROL PLAN FOR CITY APPROVAL. 4. PAVEMENT RESTORATION WITHIN PUBLIC RIGHT -OF -WAY SHALL BE PER DETAIL RS -3 OR FULL OVERLAY AS DETERMINED BY CITY OF TUKWILA ENGINEER. NOTES= 1. ALL FOOD PROCESSING SHALL BE CONNECTED TO THE GREASE INTERCEPTOR. ALL OTHER BLACK WATER SHALL EXIT BUILDING TO NORTHERN SANITARY SEWER SERVICE, BY- PASSING THE GREASE INTERCEPTOR SYSTEM. 2. SANITARY SEWER SYSTEM WITHIN BUILDING MUST BE INSTALLED AT MINIMUM SLOPE, IN COMLIANCE WITH UNIVERSAL PLUMBING CuDE (UPC) IN ORDER TO MAINTAIN MINUMUM DEPTH ON EXTERNAL SYSTEM. 3. MAINTAIN 6" OF VERTICAL CLEARANCE BETWEEN SANITARY SEWER MAIN AND STORM LINES. _ ft 09 MAINTAIN 18" VERTICAL CLEARANCE BETWEEN SANITARY SEWER AND WATER LINES CONCRETE ENCASE TO 10' EACH SIDE OF CROSSING IF 1' MIN. CLEARANCE CANNOT BE MET STORM ELEV. =21.93 SEWER ELEV. =19.73 00 • _6315-5,?6315 -S?, 26315 -82. i 1 HT R =0.00 L =66.59 I I T80 -39.28 8 I Delta= 76'182f . 11 1C ( EXISTING) =B 241O" 40 61.01 SANITARY SEWER PLAN SOUTH 180TH STREET - .- ...___ N- aT- -50 - N! D), NO oD 496 \' 12 These plans have been reviewed by the RIM Works Department for conformance with current' City standards. AcceptA i e fa subject ^ and omissions which do 1111YIhorize of adopted standards Of . TI forthe adequacy of rests' design_- Additions, Of rev drawing., after this void l and el require a of rc for subsequent approval. Final acceptance is Gac T. _ by the Public Works utilities Inspeac DatL1(Q1I e O By —L NEW SSMH 402 (BY OTHERS) TO B.E 1'u.etbvee 7C,Trie RIM = 24.5 ± MATCH EX. GRADE Cory IE= 17. (8" OUT) 5Me Sfia - r':,tMA1r.D PRit ATS I ce ,gs SAWCUT AND - REPL9CE_(PER__ DETAIL SHEET C5)_ " SS IE gif CROSSING =18.3± TOP SD PIPE = 17.5± L , I �� I I , O LL O Ln APPROVED FOR CONSTRUCTION BY CITY ENGINEER DATE 4. 8 E � C) CV (D 0 0 N 0) z w 0 z -J 1- 0 O a) W Z to 5 . STORM DRAINAGE GENERAL NOTES 1. ALL WORK AN➢ MATERIALS SHALL BE IN gCCOR DANCE WITH THE IDN,' 'STANDARD VASH GN SPECIFICATIONS FUR ROAD, BRIDGE, ANO MUNICIPAL INGT STATE DEPARTMENT OF TRANSPORTATION AND AMERICAN PUBLIC LIC WORKS T KS ASSOCIATION, VASH GGTGN STATE ENGCHINEERING ST APTER, 3994 AN p ITION gRD$. . TOGETHER WITH THE LATEST EDITION OF THE CIT TUKVILA ED 2. APROGRESS. N gPPRp /ED COPY OF THESE PLANS MUST BE ON SITE WHENEVER CONSTRUCTION IS IN IT SHALL BE THE SOLE RESPONSIBILITY OF 'tic CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TU ANY CONSTRUCTION ACTIVITY IN CITY RIGHT-OF-WAY. PRIOR TD ANY CONSTRUCTION ACTIVITY, THE CITY OF TUKVILA ENGINEERING DEPARTMENT (206) 433 -OI]9 MUST HE CONTACTED FOR A PRECONSTRUCTION MEETING. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHE➢ BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS ANO SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY GF ALL UTILITY LOCATONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHD WN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE CONTRACTOR SHALL CONTACT THE UTILITIES UNDERGROUND LOCATION SERVI (I- 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 VSDOT /APWA STANDARD PLAN B -1 OR ASSOCIATED SAND AND GRAVEL CB -15, OR EQUAL. CATCH BASIN TYPE II - PER VSDOT/APWA ANDARD PLAN HOE (48 -INCH I'D' OR 54 -INCH I.E. AS DESIGATED) GR ASSOCIATED SAND AN GRAVEL CB -19, DR EQUAL. 8. UNIT COVERS AS DESIGNATED ARE WS ➢OT /APWA STANDARD, (PER STANDARD PLAN B -12, 9. ALL TYPE ANDARD PLAN U CATCH 12. BASINS SHALL HAVE LADDERS OR SAFETY STEPS PER WSDOT /APWA ST B - 10. ALL TANDARD PLAN B CATCH BASIN F-2q. RAMES AND GRATES SHALL BE DUCTILE IRON PER VSDOT /APWA S 13. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 040 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. HELICAL CORRUGATED ALUMUM D CR ' T I=-ED STEED, MINIMM U 16 GAUGE IG GREATER AS SHO 2 2/3 -INCH x t/2 TREAT INCH CORRUGATION, WITH WATERTIGHT CONNECTING BANDS. CONCRETE, PE 0.S ,T.M. C-14, LASS II, ONREIN HELL AND SPIGO (VITH HELL FLUSH WITH L.B. WALL C OF USED), N VITH RUBBER GASKETS. P.V.C. CONFORMING TO A.S.T.M. D -3034 - SDR 35. PIPE MAY BE ANY OF THE ABOVE PROVIDED. I) PIPE JOINTS MUST BE OF THE SAME MATERIALS, AND 2, W MATE HER RIA E A L MUS PIPE T AT BE USED. MERIAL IS SPECIFICALLY SHOWN ON THE PLAN, THAT E. MINIMUM PIPE COVER SHALL BE 2A FEET. F. SMOOTH WALL SPIRAL RIB ALUMINUM (OR ASPHALT - TREATED STEEL) PIPE, 16 GAUGE, W/34 -INCH 3/4 -INCH RIBS AT 7 1/2 INCHES 0.C. ADS TYPE N -l2 HIGH - DENSITY POLYETHYLENE CORRUGATED PIPE VITH AN INTEGRALLY FORMED SMGGTH INTERIGR TO THE REQUIREMENTS OF A,A.S.H.TA. M -294. H. ALL PIPE SHALL HAVE A TESTABLE JOINT. 14. ALL PIPE BEDDING SHALL CONFORM TO VS ➢OT / AP VA SECTION 4- 30.7CUB FOR ALUMINUM ANO P.V.C. PIPE, AND SECTION 9-30.F FOR CONC RETE PIPE. ALL TRE BACKFILL SHALL BE COMPACTED TO 92 PERCENT MINIMU ➢RV DENSITY PER A.S.T,M D- 1 55] -70. 15. ALL PIPE SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION ACCORDING TO WASHINGTON STATE SPECIFICATION 7- 02.3(0. =jai; INCLUDE NECESSARY LEVELING OF THE TRENCH BUTTON GR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TG UNIFORM GRADE SD THAT ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. IF THE NATIVE MATERIAL IN THE BOTTOM GF THE TRENCH MEETS THE REQUIREMENTS FOR 'GRAVEL BACKFILL FGR PIPE BE➢➢fNG; THE FIRST LEFT OF PIPE BEDDING MAY BE OMITTED, PROVIDED THE MATERIAL IN THE BOTTOM THE TRENCH IS LOOSENED, REGRADED, A COMPACTED TD FGRM A DENSE UNYIELDING BASE. l6. ALL BUILDING ROOF DP.P.IN DOWNSPOUTS AND FOOTING DRAINS SHALL BE DIRECTLY CONNECTED TO THE MAIN STORM DRAINAGE CONVEYANCE SYSTEM THROUGH AN UNDERGROUND PI PE SYSTEM. ROOF DRAINS AN➢ FOOTING DRAINS SHALL B SEPARATE SYSTEMS AND S HALL BE CONSTRUCTED DF 6 -INCH <OR 8 -INCH DIAMETER W HERE SHOWN) P.VC. (RIGID, NONPERFORATED FOR ROOF DRAINS. PERFORATED FOR FOOTING DRAINS) SUFFICIENT CLEANOU TS AND BENDS SHALL BE INSTALLED SO THAT THE SYSTEM CAN HE EASILY MAINTAINED. THE SYSTEM SHOWN HEREON IS SCHEMATIC ON THE DRAINAGE /GRADING CONTRACTOR DR LANDSCAPER MAY ALTER THE L AYOUT AS REQUIRED TO BETTER DRAIN THE SITE, THE CONTRACTOR SHALL KEEP A DIMENSIONED RECORD OF THE L DVNER ON OCATI OF ALL PIPES AND CLEANOUTS AND SUBMIT SAME TO THE CITY, ENGINEER, AND COMPLETION OF THE WORK. 17. ALL RDGF AND FOOTING DRAINS SHALL HE LOCATED IN TILE FIELD AND ADJUSTED AS AN NECESSARY TO AVOID IMPACTING THE EXISTING TREES DENOTED DN THE GRADING PL TO BE SAVED. DRAIN LINES SHOULD BE LULATED OUTSIDE THE DRIP LINE OF TREES TO BE SAVED WHEREVER POSSIBLE. 18. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE DN FILE IN THE ENGINEERING DEPARTMENT. ANY DEVIATION FROM THE APPROVED PLANS W ILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY. 19. STRUCTURES . SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM ➢RAIN PIPE 20. CONS T DEWATERING (GROUNDWATER) SYSTEM, IF REQUIRE➢, SHALL BE IN ACCORDANCE WITH THE A.P.W.A STANDARD SPECIFICATIONS, SECTION 61 -3.02, 1981 EDITION. 21. PRIOR TO pCCUPANLY, THE PERMANENT STORM DRAINAGE SYSTEM MUST II CLEANED OUT. (DO NOT PUMP DR DISPOSE INTO ANY OTHER STREAM, STORM SEVER, pR SANITARY SEVER SYSTEM,) 22. RIP RAP ROCK FpR EROSION A SHALL BE OF SOUND QUARRY ROCK PLACED TO MINIMUM DEPTH OF DNE (ll FOOT. RGCK AGGREGATE TU HE AS FOLLGWS 1/2 INCH - 2 INCHES - 10 PERCENT - 40 PERCENT 2 INCHES - 4 INCHES - 20 PERCENT - 40 PERCENT 4 INCHES - 8 INCHES - 40 PERCENT - 70 PERCENT 23. TESTING OF ALL STORM SEWER PIPE WILL BE AT THE OPTION OF THE CITY OF TUKVILA. 24. WHEN PLAIN ALUMINUM PIPE OR PIPE ARCH IS USED WHERE IT WIL BE iN CONTACT WITH CONCRETE OR CONCRETE PIPE, ALL ALUMINUM SURFACES IN CONTA WITH THE CONCRETE OR CONCRETE PIPE SHALL BE PAINTED VITH TWO COATS OF PAINT. THE ALUMINUM PIPE TO BE PAINTED SHALL BE CLEANED WITH SOLVENT TO REMOVE CONTAMINANTS. AFTER CLEANING, THE PIPE SHALL BE PAINTED WITH TW COATS OF PAINT CONFORMING TO FEDERAL SPECIFICATION TT -P -645 (PRIMER, PAIN ZINC CHROMATE, ALKVO VEHICLE.) 25. THE TEMPORARY EROSION/SE➢IMENTATION CONTROL FACILITIES SHALL HE CONSTRUCTED PRIDR TO ANY GRADING OR EXTENSIVE LAND CLEARING IN ACCORDANCE WITH THE APPROVED TEMPORARY ERGSIGN/ MI CONTRO PLANS. THESE FACILITIES MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION AND LA`1DSLAPING IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. 26. ALL EARTHWORK UNDER PAVING TO BE USED BY VEHICULAR TRAFFIC SHALL BE COMPACTED 1 MINIMUM 95 PERCENT DRY OPTIMUM DENSITY PER A.S.T.M. D- 1557-70 (MODIFIED PROCTOR). 27. UNLESS OTHERWISE NOTED, ALL ELEVATIONS SHOWN IN PAVED AREAS ON THE PLANS ARE TOP OF PAVING. 28. IMMEDLY FOLLOWING INISH GRADING, ANV DISTURBES NIED FOR PERMANENT IATE LANDSCAPING F SHALL BE SER AND STABIL IZ ITH OT PERMANEN PER ACREGN, CONSISTING HIS IS TING OF RAPID, PERSISTENT, AND LEGUME W GRASSES (MINIMUM 804 PER ACRE. THIS IS TO INCLUDE 2p PERCENT ANNUAL. PERENNIAL, DR HYBRID RYE GRASS 40 PERCENT CREEPING RED FESCUE 40 PERCENT WHITE CLOVER 29. THE SITE WORK IMPROVEMTS SHALL N CONUCTED ARDING TO THE APPROVE PLANS WHICH NS UN FIL IN THE ENGINEERING STR OEPAR TMENT ANY DEVIATION FROM D THE APPROVED PLANS WILL REQUIRE APPROVAL FROM THE PROPER AGENCY. 30. THE CONTRACTOR SHALL KEEP PARKING LOTS AND STREET CLEAN AT ALL TIMES BY SWEEPING VASHING OF ANY TRAVELED SURFgCE WILL NO? 8E ALLOWED. 31. ALL PARKING AND DRIVEWAY AREAS TO HAVE POSITIVE DRAINAGE TO COLLECTION /CONVEYANCE SYSTEMS OR OVERLAND SHEET DRAIN AREAS AT ONE PERCENT 32. OPEN -CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAYS SHALL BE BACKFILLED IN ACCORDANCE WITH CITY OF TUKWILA, WSDOT /APWA STANDARD PLAN B-I1. AND MECHANICALOMPACD. CUTS THE EXISPLT SHALL BE NEAT -LINE CUT VITH SA W IN C A CONT LINE. INTO A TEMPORARY TING COL MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HUT MIY PATCH SHALL BE PLACED WITHIN 30 DAYS. 33. EXTRDEUD CEMENT CONCRETE CURBS AROUND ASPHALT EDGES SHALL BE CONSTRUCTED PER DETAIL. SANITARY SEWER GENERA NOTES I. 2 . H'.NIMUM SLOPE) PLAN DETAILS SHALL NOT SUPE THIS REQUIREMENT. (FIELD CORRECTION IS REQUIRED IN ALL AREAS THAT RSEDE DO NO, MEET THIS REQUIREMENT) 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. AA =ED COPY OF THESE PLANS MUST BE ON SITE WHENEVER CONSTRUCTION IS IN I S H A LL HE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY O THER ELATE➢ PERMITS PRIOR Tp ANY CONSTRUCTION ACTIVITY IN CITY RIG -OF -V Y. PRIOR TC ANY CONSTRUCTION ACTIVITY, THE CIY CF TUKVILA E NGINEEI RNG DEPARTMENT (206> 433 -G79 MUST BE LONTAC TE➢ FOR A PT RECONSTRUC TIDN M EETING. 11. 12. 13. 14. 15. 5. ALL L OCA T IONS OF EXISTING UTILITIES SHDVN HEREON HAVE BTT, N ETABLIS➢ BY S p R OBTAINED FROM PVAILABLE RECORDS AN➢ SHOULD EREORE BE HE CONSIDERED FIELD PPRUX[M ONLY qND N OT NECESSARILY COMP. IT IS THE SOLE RESPONSIBILITY OF T HE CUN TRACTATE OR TO IND VERIFY THE LETE 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 TD CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE SHALL BE IMMEDIATELY CONTACTED IF A UTILITY CONFLICT EXISTS. THE SANITARY SEWER SYSTEM SHALL HE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE CITY OF TUKVILA ENGINEERING DEPARTMENT. ANV DEVIATION ENCY FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AG ALL NEV SANITARY SEVER LINES SHALL BE SEALED OFF AT THE EXISTING TRUNK CONNECTION POINT UNTIL ALL UPSTREAM CONSTRUCTION IS COMPLETED, CLEANED, TESTED, CAMPED, AN➢ ACCEPTED BY THE CITY DF TUKWILA, ALL CONSTRUCTEN DEBRIS AND WATER SHALL HE REMOVED FROM P IPE PRIOR iG OPENING SEAL. MANHOLES AND LIDS. A. ALL TYPE I - 48-INCH MANHOLES SHALL BE CONSTRUCTED PER WSDOT /APWA STANDARD DETAIL B -23A, VITH ECCENTRIC CONES. B. ALL MANHOLES SHALL HAVE A MINIMUM DROP OF 010 FEET BETWEEN INVERTS. C. ALL MANHOLES NOT IN PAVED AREAS SHALL HAVE LOCKING LIDS. D. IT SHALL BE THE RESPONSIBILITY OE THE CONTRACTOR TO ADJUST ALL MANHOLE TOPS TO MATCH EAS. FINAL ASPHALT ELEVATIONS AND GROUND ELEVATIONS IN LANDSCAPED AR 79. SEWER PIPE, BEDDING, AND TRENCH COMPACTION. A. ALL SEVER PIPE SHALL BE ONE OF THE FOLLOWING AS DESIGNATED 1. PM , CONFORMING TO A,S.T.M. S -3034, SDR 35. 2. DUCTILE IRON, CLASS 50, CONFORMING TO A.V.V.A 0151. 3. PIPE MAY BE ANY OF THE ABOVE PROVIDED. PIPE JOINTS MUST MAT! THE SANE IALS, WHERE A PIPE MATERIAL [S SPECIFICALLY MATER SHOWN AND DN THE PLAN, THAT MATERIAL MUST BE USED. 4. MBETINIMUM WEE PIPE NS. COVER AT MANHOLES SHALL BE 8.0 FEET AND 5.0 FEET N HU PIPE BEDDING SHALL BE A.P.V.A. TYPE 'F' VITH MATERIAL CONFORMING TO SECTION 9- 303A(2), TRENCH BACKFILL SHALL BE CGMPACTED TO M[N[MUM 92% DRY OPTIMUM DENSITY PER A.S.T.M D-I55-70 (MODIFIED PROCTOR) PRIOR TO TESTING SEWER LINES FOR ACCEPTANCE. 10. SIDE SEWER LATE ACS. A. SIDE SEWERS SHALL BE 6 -INCH MINIMUM DIAMETER AT 2.0% MINIMUM SLOPE. B. SIDE SEWERS SHALL BE TESTED FOR LEAKAGE AT THE SAME TIME THE MAIN LINE SEWER CTIDNS. IS TESTED. IF NOT TESTED TOGETHER, PROVIDE TEST TEES AT SEWER MAIN CDNNE C. BUI FO L LLOWIN DINGS G MET VITH HODS. GREATER THAN 10 UNIT SHALL BE SERVICED BY ONE OF THE L DOUBLE -INCH DIAMETER SERVICES CONNECTED TO TRUCK BY STANDARD TEES DR INTO MANHOLE. SINGLE 8-INCH DIAMETER SERVICE WITH CLEANOUT, CONNECTED TO TRUNK INTO MANHOLES ONLY. (ALTERNATE CONNECTION METHODS ARE DEPICTED ON PLFNSJ D. ALL EEPING LATERATEE. L CONNECTIONS TO SEWER MAINS SHALL BE MADE VITH A WYE OR SW CGNSTRU OF DEWATERING (GROUNDWATER) SYSTEM SHALL 8E IN ACCORDANCE WITH THE A.P.V.A STANDARD SPECL (CATIONS, SECTION 61 -3.02. 1981 EDITION. WHENEVER SEWERS HOST CROSS UNDER WATER MAIN THE SEVER SHALL BE LAID AT SUCH AN TION ON TH ELEVATION E WAT THAT ER MAIN. THE TOP OF THE SEWER LINE IS AT LEAST 36 INCHES BELOW THE MO BUILDINGS SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY SANITARY SEWER PIPE. PRIOR TO OCCUPANCY, THE DEVELOPER SHALL GRANT 10' WIDE SANITARY SEWER EASEMENTS TO THE CITY OF TUKWILP. CLEANOUTS SHALL BE AY. PROVIDED AT THE RIGHT -OF -WAY LINE FOR LATERALS ENTERING THE PUBLIC RIGHT -0F -W WATER GENERAL NOTES (PERTAINS TD A WOK WITHIN THE CITY OF TUKVILA R IGHT -O F WAY) I. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE VITH 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. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET D9' AND ANY OTHER RELATED PERMITS PRIDR TO ANY CONSTRUCTION ACTIVITY [N CITY RIGHT -0F -WAY. 4. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CITY OF TUKWILA ENGINEERING DEPARTMENT (206) 433 -0179 MUST BE CONTACTED FOR A PRECONSTRUCTIDN MEETING. ALL LOCATI ONS OF EXING ULITIES SHDVN E BEEN ESTABLI FIELD SURVEY DR OBTAINED FR AV RECORDS HEREON AND SHO THEREFORE BE SHED CONSIDBY ERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IS THE SALE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND RTHER DISCOR P.ND AVOID UTITIES ND SHON HEREON WHICH MAY BE TO AF HY THE VE I ERGRO N O THIS PLA THE CONTR SMALL CONTACT THE UTILITIES UNDERGROUND LOCATION SERVICE (1-800- 424 -5555) PRIOR TD CONSTRUCTION. THE OWNER OR H[S REPRESENTATIVE SHALL BE IMMEDIATELY CONTACTED IF A UTILITY CONFLICT EXISTS. 6. THE WATER MAIN DISTRIBUTION SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVE➢ 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 SHALL BE SEALED OFF UNTIL CONSTRUCTION IS COMPLETED. NO CDNNECTIDNS 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 -2151 (AV.W.A. C151 -767, OR LATEST REVISION. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO A.N.S.I. A- 21.4 -74 (104 -74), OR LATEST REVISIGN. B. PIPE JOINTS TO BE PUSHED -ON, MECHANICAL DR FLANGE JOINTS. C. ALL WATER MAIN PIPE FITTINGS TO BE CEMENT LINED, CLASS 250 CAST IRON, CONFORMING TO A.N.S.I. A -2140 AND A- 02111 -77, OR LATEST REVISION. D. ALL WATER MAIN PIPE BEDDING TO BE AR.W.A CLASS 'C.' E. ALL WATER MAIN CEMENT CONCRETE THRUST BLOCKS TO CONFORM TO STANDARD DETAILS SHOWN ON THE PLANS. F. ALL WATER MAIN TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 92% BRY OPTIMUM DENSY PER T,M, - 1557 -70 (MODIFIED ROCTOR) PRIOR TO TESTING VgTER MAINS F ACCEPTANCE. ALL WATER MAIN PIPE 10' AND SMALLER TO MAINTAIN A MINIMUM ER AT 36 INCHES BELOW FINISHED GRADE. WHERE UTILITY LONFLIL'TS GCCUR, WATER COV MAINS ARE TG BE LOWERED TO CLEAR. 10. ALL WATER MAINS SHALL BE PRESSURE TESTED AND DISINFECTED IN ACCORDANCE OPT" THE SPECIFICATIONS OF THE VASHINGTGN STATE HEALTH DEPARTMENT qND CITY TUKWILA STANDARDS. ALL INSPECTION AND PRESSURE TESTING SHALL BE DONE IN THE REPRESENCE TATIVE OF, AN D UNDER THE SUPERVISION OF, THE CITY ENGINEER AND /OR HIS PRESEN 11. CONTRACTOR TG PROVIDE PLUGS AND /OR TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIGR TG FINAL TIE IN. 12. FIRE HYDRANTS. A. A N L OS. FIW -3, RE HYDRAV -4, W NTS 5, qN SHgLD V - L CO FRM TO THE CITY OF TUKWILA STANDARD PLAN B. ALL FIRE HYDRANT PORTS SHAL FACE PERPENDICULAR TO CURB AND TOWARD ➢RIVEVgY 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 ACCORDANCE WITH CITY OF TUKWILA STANDARD PLAN NO. 202 OR NO. 203 (DOUBLE STRAPS AND CORPORATION STOPS). B. METER BOXES TO BE INSTALLED BY THE CONTRACTOR. C. METERS TO BE INSTALLED BY THE CITY OF TUKWILA. 14. BUILDINGS SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY WATER MAIN. 15. ALL FITTINGS SHALL BE CAST IRON DR DUCTILE, VITH FLANGED MECHANICAL JOINT CONNECTION, AND BE THE SAME THICKNESS CLASS AS THE PIP OR E USED. 16. LIVE TAPS TO BE COORDINATED WITH CITY AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 17. ALL PIPE TT ING TO BE ISTED AND LABELED U.S. FGR IR SERVICE) INSTALL AND FLUSHFIED AS S SPECIFIED L BY NAPA STANDARDS NO. 1G F AND E NO. 24. PROPERLY ED, TESTED COMPLETED CONTRACTOR'S MATERIAL AND TEST CERTIFICATES ARE TO HE PROVIDED TO WASHINGTON SURVEYING AND RATING BUREAU AND THE CITY OF TUKWILA. CONSTRUCTION NOTES AND DETAILS LIGHT PAV NG SECTION (ON -SITE) NOT TO SCALE NOT TO SCALE 2" COMPACTED DEPTH CLASS M A.C. PAVEMENT 4" COMPACTED DEPTH CRUSHED - ROCK BASE COURSE EX. OIL MAT 3" COMPACTED DEPTH CLASS 'B' A.C. PAVEMENT 6" COMPACTED DEPTH CRUSHED ROCK BASE COURSE HEAVY PAVING SECTION (ON -SITE) ASPHALT CONCRETE OR BITUMINOUS PLANT MIX REPLACEMENT PATCH CUT WITH PNEUMATIC PAVEMENT CUTTER EXISTING ASPHALT PAVEMENT EXISTING RIGID BASE 5/8" MINUS COMPACTED CRUSHED ROCK, UNLESS OTHERWISE ORDERED BY THE CITY TYPICAL PATCH FOR RIGID PAVEMENT NOT TO SCALE SAW -CUT 5/8" MINUS COMPACTED CRUSHED ROCK, UNLESS OTHERWISE ORDERED BY THE CITY 8" SUBGRADE COMPACTED TO 95% 8" SUBGRADE COMPACTED TO 95% TYPICAL PATCH FOR FLEXIBLE PAVEMENT NOT TO SCALE NOTE: REFER TO GEOTECHNICAL REPORT BY GEO ENGINEERS, DATED FEB. 23, 1998 FOR ALTERNATIVE SECTIONS AND SUBGRADE PREPARATION. NOTE: REFER TO GEOTECHNICAL REPORT BY GEO ENGINEERS, DATED FEB. 23, 1998 FOR ALTERNATIVE SECTIONS AND SUBGRADE PREPARATION. CONCRETE 150% OF EXISTING DEPTH ASPHALT CONCRETE OR BITUMINOUS PLANT MIX REPLACEMENT PATCH 150% OF EXISTING DEPTH SA.W -CUT EXISTING ASPHALT PAVEMEM 5/8" MINUS COMPACTED CRUSHED ROCK, UNLESS OTHERWISE ORDERED BY THE CITY 5/8" MINUS COMPACTED CRUSHED ROCK, UNLESS OTHERWISE ORDERED BY THE CITY DATE: 11/15/96 RS -3 NOTES: 1. ALL WORK TO CONFORM TO THE CURRENT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 2. A. MINIMUM OF A ONE YEAR GUARANTEE IS REQUIRED ON ALL PAVEMENT PATCHING AND OVERLAYS. 3. CONTROLLED DENSITY FILL IN PLACE OF CRUSHED ROCK MATERIAL MAY BE REQUIRED IN CASES OF RECENT PAVEMENT OVERLAY. OR AS DIRECTED BY CITY ENGINEER. NOT TO SCALE CAST IRON RING AND COVER 9 „ EXTRUDED CONCRETE CURB DETAIL 3/4" SQUARES SPACED 3/4" AS INDICATED -HT 1/8" 1/8" RAISE 1/2" WIDE BORDER 1 1/4" r 5/8 „ PIPE MATERIAL AS SPECIFIED BY THE ENGINEER VARIABLE 12" DIA FIBRE JOINT PACKING 45 DEG. (1/8) BEND CLEANOUT BLOCKING DETAIL NOT TO SCALE CITY OF TUKWILA STD. PE, SS - 2' DO - D O c6. FINISH GRADE i PLUG NOTE: THIS DETAIL TO BE FOLLOWED FOR ALL CLEANOUTS LOCATED IN FLEXIBLE PAVEMENT AND UNPAVED AREAS. G I SIDE SEWER � ( 'N 0 O - 6315 -B' APPROVED FOR CONSTRUC770N BY CITY ENGINEER DATE 1 EXPIRES 9/23/01 , W Q h Z • LO Co w a - m O (0 z , P L I d J F-