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Permit D97-0325 - BOEING #7-251 - STAIR
City of Tukwila �- Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: Contractor WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. 042304 -9182 2811 S 102 ST AOFF DEVPERM MIC /H V- N /1 -HR 001 North: 0 South: UNKNOWN Sewer: Slopes: License No: SABEYC *141PH' OCCUPANT BOEING #7 -251 2811 S '102 ST, TUKWILA WA 98168. OWNER BOEING CONTACT JOHN W. LANG, AIA /SABEY CORP. Phone: 206 -281 -8700 101 ELLIOTT AVENUE WEST #330, SEATTLE, WA 98119 CONTRACTOR SABEY CONSTRUCTION INC. Phone: 206 281 -8700 101 ELLIOTT AVENUE WEST #330, SEATTLE, WA 98119 k**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: INTERIOR TENANT IMPROVEMENT - CONSTRUCTION OF STAIR. ' k***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 40,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: ' Fire Loop Hydrant: No: Size(in): .00 Flood Control Zone: Hauling: Start Time: End Time: Land Altering: Cut: Fill: Landscape Irrigation: Moving Oversized Load: Start Time: End Time: Sanitary Side Sewer: No: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Water Main Extension: Private: Public: k**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 804.34 k*************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature: Permit No: Status: Issued: Expires: Occupancy: UBC: Fire Protection: East: .0 West: Streams: (206) 431 -3670 D97 -0325 ISSUED 10/29/1997 04/27/1998 OFFICE SPRINKLERS /AFA .0 Date I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development p Signature:__ -- _ Date:_ hO4 Print Name: a 1 -1.2....):=> r 97 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Prol��en�a ocrove (ifl • Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel Office ❑ School /College /University ❑ Other Value of n Tv/ v ' Sit pres00• lVv, yr. ! tt VA *100 t! T rf Otiftr f7 - 0L 4 T r Property Owner: Nicol( yy�j p� 0./e1 Area of Construction: (sq. ft.) ft b Phone: Vii _ i fiee t StrgQ i dd n a IV t/ • W ^ i/f/ i � � 66 t : Fax #: V 2 i f 7l Contractor: ,4f �� .. ti /N6, , Ave 1 Phone: ij p J� � t ��� / Street Adler: �i 1 44 � Fax #: Fax U ' ali h J�� Architect��t, or p�, /�� , / �/l / ,p ��4 " v ' Phone: I _ I Street,P�dllres JM A r , , �t ' % G �� a `r � jyy i Fax #: Zit 2-- f p Engineer: egmj � A vow W C �{T/ / Phona: .16. --- 9%0 Street Ad r Fax #: Contact Per r�� i r L, r / �// / i A A (J W `�'fQ� In Phone: _ ��j �r1� v'n� .-�6 /II/L/ Street Ad900/ e111 - 1 y � Write/Zip: to /Zip: Fax #: Description of e: work to be do K,4r � - i- n - \enna I Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel Office ❑ School /College /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ MoteUHotel Office ❑ SchoolCollege /University ❑ Other Will there be a change of use? ❑ yes 0 no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes Xno Existing fire protection features: prinklers Kautomatic fire alarm ❑ none ❑ other (specify) Building Square Feet: 11.0 /0 1 t' existing Area of Construction: (sq. ft.) ft b Will there be storage of flammable /combustible hazardous material Attach list of materials and storage location on separate 8 1/2 in the building? ❑ yes no X 11 paper indicating quantities & Material a ety Data Sheets CITY OF TUI, . VILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. I Applications will not be accepted through the mail or facsimile. APPLICANT'REQUEST FOR PUBLIC WORKS SIT E /CIVIL. REVIEW OFTHEFOLLOWING (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension ❑ Water Meter /Exempt It: Size(s): 0 Deduct ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): ❑ Miscellaneous CTPERMIT.DOC 1/29/97 ❑ Flood Control Zone ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only ❑ Hauling Est. quantity: gal Schedule: RECEIVED CITY OF TUKWILA 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. OCT 0 2 1997 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 upoipBrrpp the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted. - Date appllc lion expires: Applicatjontaken by: (Initials) PLEASE SIGN BACK OF APPLICATION FORM • ALL COMMERCIAUMULTI- ILY TENANT IMPROVEMENT /AL 'ATION PERMIT APPLICATIONS MU T BE SUBMITTED WITH THE FOLLOWING: ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ , t Complete Legal Description ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ Floor plan: show location of tenant space with proposed use of each room labeled ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER ❑ Site Plan (including existing fire hydrant location(s) ❑ )71, Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ r Vicinity Map showing location of site It ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ S Indicate proposed construction of tenant space or addition and walls being demolished ❑ . , Construction details ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; 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. ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ 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 Public 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 If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal I HEREBY CERTIFY THA WAVE RR � D AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY tfiE L F THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPERMIT.DOC 1 /29/97 ' IF Date: oArfir f . Signature: ,I/ Print name: , q fr, Firl S Phone: d al Address J Nl ■ , - /I} Cit /State /Zip ir' //�/ 1��M ALL COMMERCIAUMULTI- ILY TENANT IMPROVEMENT /AL 'ATION PERMIT APPLICATIONS MU T BE SUBMITTED WITH THE FOLLOWING: ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ , t Complete Legal Description ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ Floor plan: show location of tenant space with proposed use of each room labeled ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER ❑ Site Plan (including existing fire hydrant location(s) ❑ )71, Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ r Vicinity Map showing location of site It ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ S Indicate proposed construction of tenant space or addition and walls being demolished ❑ . , Construction details ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; 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. ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ 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 Public 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 If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal I HEREBY CERTIFY THA WAVE RR � D AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY tfiE L F THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPERMIT.DOC 1 /29/97 ' .. „, ' „. 4 i**: .; ‘ , „* 4- .... 6, ' , .,4:! •- A . „ 4, tc.„ ' )! . :,',,',.. i,.: . :*: A.: : :*:,;_''',::"..„:„..k. : .*:* 4 . ";" 1 0 ,...... ** _ . , *** • , - : : ' ;: - : . TR ANS mvr: ' .. GFTli 1<W ILA ' W :::::',:::.: : ,, , f k 4,4,4 ., *•,%***. ... . r 6. 30 ..-...„. or it ii * 0. 1 1 r: N *.‘, , , Zi.. sm ; 1 ,‘ • T • 11. Numb ,....,1! ,!.. ::.,, R ; . 9:7 ' ...10 0 6 -. .. t., 9 A ' in ' : tt ft' t : ,' . : . ' ' , 4 7 . — :: - : . : '. ..init .... 14A8 ii 0 ci : c H j... c ''....--- i-r" ' . ' ii .A.:4, 11* * * * * ;•ft :;4: ;1 * 4 :4:Ic 0Vire) 6 t I(' Notation. SABC CO RP . , Permit No :D97-0323 Type: DEVPCHM DEVIIi PER14,1'r Na : '042304-91112 : • Site 'Addi".ees,: 2811 S 102 ST • This Payment . 409.25 fetal' ALL Nutt: Be ,i,..'li**:„*,4,144*-iqc:4 Actiouht,. Code s I)ec iption • :„ 000/322.;10D . BUILDING NONRES 000/38 6.904 :STATE BUILDING SURCIIIIRGE • • • . . • . • • ", 31 .09 TRANSMIT' * *********4****** 315 09 , J.0/01/97 17:17 I rii t K J P ti DEYEI.QPMLUf PEftMIT. .TOTAL,,i,Q.9 44 * * *k * 'c k •k ** * *.A. k k*AA* A* A C ITY QF TU KWI1 A,' WA' ` � * ** ft * ,k •i *A** ** *•k k*** T•fiFRNSMI1 41.1., kIEr : R9 7,' : Amount avinent :Me the d i CIHHEC:IC Natation: SAL) E4' •., Per mit No D97- :032'�r Type: DEVPE2 • Parce1 ..No •. 44 -91 t • a <Ad:di.e.ss:: : :2811 5` 1,02 air. Total Fees: 804.34 Total ALL Pmts; 31.5.09 Balance: 4139.25 * * * * *.kAA **.*** AA***• AAA** A********* ***4 * **4A* * *4A * * *a ***A * * * * *s4* Account ,Code': Descr i pt, ion Amount '666/3,4t.€336, PLAN: CHECK NQNREa' 31.5.09 2011' :S 102 CITY OF TUKWILA Permit No D97- 5 Status: ISSUED` Applied: 10/0101997 Issued: 10/29/1997.,. * * * * * *** k k* A*•k *** k•k`A * *•k* **•k•k *'k ** Address Stii Tenant: Tvp.e DEVPERM Par 'Pal #. 042304 -9182 •kA **k k * **-k *. *-k•k•k* k* **-kA-k•k•k *•k Permit 'Conditions: • 1 No changes 'will "be made to the plans unless approved by the Architect or Engineer and the Tu,kwj 1e..;Bui ldin_g Division.- All permits, inspection. recorci arid approved plans shall -available at the job` •te p`rior to the"•start ; of.an_v con - struction., . These documents, are to h main and avai 1 able until :final: ,inspection approval granted. Plumbing mi,ts shall b 9 p r;'e obtained through: the`. Seattle King ,County Depa,r ~tent , of t Public Health Plumbing inspected=by that agency, i ncluding all gas piping ;, (.2.6 -472) Electrical permits shall be obtained through •the " Wash ington State Division of Labor and Industr ies and all e,lectrical work ,OW .be be inspected by that agency : (248 -6630) All mechanical work shall be Undar separate permit issued by the .,Gi-ty< of -:Tukwi la Any ceiling" grid and light fixture installation is ,..,. required to meet lateral :bracing requirements for Se:ismic,,, Partition wal l s.:at-tached , to- cei l ing: g'r;id must be laterally braced .if ...over' eight (8) feet in -.length'. L. All constr"uction to .•bp done< conformancewith approved plans ; and iequi reme of .the' ifor Building Code , ;(1994 Edition) as ° "'Un"iform Mechanical - Code•.(1994 Edition, and \Washington ''State Energy Coder`(1994:,Edition) . Validity of Per mit. The issuance of ; permit pr approval of plan,, specif'ications, and comput.ations'. shall not be con- strued to be a permit for, or an; approval , of, . any violation., of :anyrAlf the provisions of the :bui iding code - or of any other ordinance the jurisdiction. No permit presuming to give authar'ity to' violate or cancel the provisions of this' code shall be valid. 10. There shall be no occupancy of the building (s) until the f i n a l inspection has been completed by , the Tukwila B u i l d i n g Inspector. 11. VENTILATION IS REQUIRED FOR ' ALL` NEW ROOMS AND SPACES OF NEW OR EXISTING BUILDINGS IN CONFORMANCE WITH THE UNIFORM BUILDING CODE AND THE WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE, CHAPTER 51 -13 WAC. 12. Occupancy of phase 2C subject to completion of stair exit under permit D97 -03.6. 13. All structural concrete shall be special inspected (UBC - Sec. 306(a)1). 14, All structural welding shall be done by W.A.B.O. certified welders and special inspected (UBC - Sec. 306(a)5). 15, When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building 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 a timely manner. Reports shall contain address, project name, permit number and type of inspection being erformed. e .peg -ial ins.pec; ' r titian submit a tina'l S d r e po rt'' stin whether,th` 'ork r eq ri uin_g:.special iris t; ion wa the be ',6f.- c�ls pector * s know l edge, i n c armance th ' approved plans ..ar,d specifications and the ap i cab l e r kmanship. pr +ovi,lons of t UBG 116iR Fir: /Y =F fy:. ?`:: i3k•'•. iFV;? :i % < % %: >6�' ?; ^: ' A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 Phone: (206) 881- 5812 REDMOND, WA 98073 FAX: (206) 881 -5441 CL P1 Sa bey Construction 101 Elliott Ave. W #400 Seattle, WA 981194220 { {YY } it .:: .... {. }•': i }: Report Date: 11/17/97 Time: Date Mailed: 11/21/97 Temperature: 0 Field ASTM: ASTM D2922 Material: 3 "+ Pit run Source: Palmer Pit Compact. Type: Hoe pack Layer Thick: 12" lifts kgy Note: Test data is only applicable to the locations noted at the time of performance. 97-477 Riverfront Technical Park Ph. II ;:2811 S 102nd St. onstruction G3 MOMOSNANT Job Number: Device Make: Device Model: Device Serial Number: Test Method: Method Density: Method Moisture: Lab ASTM: VI 97 -477 Troxler 3411 -B 8336 Direct Transmission 2405 528 ASTM D1557 Tested By: J. Landstrom Calculated By: J. Landstrom % Compaction: 95 Test # 1 2 3 4 5 6 7 8 Location #1 - 1st lift Location / Elevation #2 - " #3 -" " #1 - 3rd lift #2 - " " #3 -" #1 - final lift #2 -" " #3 -" <' Wet Den. 150.1 149.9 150.9 151 149.8 149.8 151 149.9 149.8 Checked By: dab Moisture % 5 4.8 5.6 5.8 4.7 4.8 5.7 4.8 4.7 Dry Den. 143 143 147.9 • 144.8 143.1 143 142.9 143.8 143.1 150.5/4.5 Reviewed By: M. Jeong Sketch Attached: Yes Conformance: Yes ::.i•::..::::. �:.::. �:: � :i: }ij}F;:r Yi }.::• } }: }ii:;f: }F: i::F>:YO::F:• :.::::::?jF:; }:::YY:Y: i. }:•i }.:}!Y:F {. . ..R•.�R�' .�� Y:FF;3k' +:YY YYY: };::�::'+'.:FF FF::i:::t�F::'i.:::js. <'lS..:FV .:}�. ::i }. :...., :i : }::; �:;::: :•;: Y;;;::::. �. �i.;:, .;, } }i:Yi;; }, iY:::: L } }:i, .. w!'::. }:�:F'rF:��: �yiF:: i F \ :.. n<. .... .... ..,.:. ,.,...v,... :•.:: ::2'fY:; :... :: ;. ,,: .:....... ....... r..................... nv, :v: v:.:::::.; .............•. v:.:iii.v: m::: } }4:: }Y:L:• } }: ': .::: i.' {:.. :.. {.;J i::Yi ^:. }: {{ .} :.. . Lab Den. 150.5/4.5 150.5/4.5 150.5/4.5 150.5/4.5 150.5/4.5 150.5/4.5 150.5/4.5 150.5/4.5 Compact % 95 95 98 96 95 95 95 96 95 YY:F: }::;: };:: >:<,:: a ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND A.A.R. TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT OF A.A.R. TESTING LABORATORY, INC. IS STRICTLY FORBIDDEN. '7717:71- • IMFTP.M TorxrgiOP.: 'WM= ..xsx A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 Phone: (208) 881- 5812 REDMOND, WA 90073 FAX (206) 881- 5441 Sabo/ Construction 101 Elliott Ave. W 0400 Seattle, WA 981194220 Report Date: 11/14/97 Date Mailed: 11/21/97 • • lAr.E.,-.••••••• • • ••••••, :••••. • A Nangatt.: W4M1:;. / AwaW nmeArx: Job Time: Air Temperature: Inspector: M. Jeong Reviewer: M. Jeong wAvi yisually.inspected erection and installation of shop fabricated steel stair at grid H-15. Observed all field welding performance adequate per approved plan. Welding conducted by WABO certified welder using E70 series electrOdes. Also inspected metal decking on landing entirety. All puddle welding appear adequate per plan. Welding conducted. by WABO certified welder using E80/70 series electrodes. • ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND AAA. TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT OF A.A.R. TESTING • LABORATORY, INC. IS STRICTLY FORBIDDEN. Tested By: J. Landstrom Calculated By: J. Landstrom Checked By: Reviewed By: M. Jeong Compaction: 95 Conformance: No Sketch Attached: Yes Test # Location / Elevation 1Wet Den. Moisture % Dry Den. tLab Den. Compact % A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 Phone: (206) 881- 5812 REDMOND, WA 98073 FAX: (206) 881 - 5441 Sabey Construction f Of Elliott Ave. W #400 Seattle, WA 981194220 11/13/97 Report Date: Time: Date Mailed: Temperature: Field ASTM: Material: Source: Compact. Type: Layer Thick: 11/21/97 0 ASTM D2922 Bm sandy silt w /2" minu Native 6 -12" 1 Location #1 at s/g footing 143.9 19.9 120 142.2/7.3 84 2 Location #2 at s/�footin� 142.2 18.8 19 7 14 2/7.3 84 • :,.,t• };;s .,..:.:.w.•Y }>:r. }} }r ••} } }:?. }},. :.:•: ..,yt ,:�...,. .}>.. F: > } >iiBA'}yEF:;: .F:;:>;i's3Ff' +n.,:ti } }: } }. iok:r }'�aYi <YY /.•Y.,,......::..{? •}}: t?{{: '::•: {in:x,.:•}: ?4}} } }: ??• }:<�L .nAi}}:::FF. ...A.ni'r' }.'tri..,.,...... }a•. ...M'•}Y2<}...:4:... . Only the extreme Westerly (lowest side) footings appear to be • 8 " -12 of fill, lots to the North & South shore existing grade and original toe. 11/14/97 notified contractor of results. Note: Test data is only applicable to the locations noted at the time of performance. NOV 2 4 1997 ction COMMUNITY DEVELOPMENT r•:F`?::$NX<�'•}j j FF�tiC J F} d s;i i } ': ti?h?lny�Yy'•'1?•':QQ'.7fi'•••• 2 ?' . • > ti �+ • ` � n 4::•-•;%:4 , v j 2 Job Number. Device Make: Device Model: Device Serial Number: Test Method: Method Density: Method Moisture: Lab ASTM: 97 -477 Troxler 3411 -B 8336 Direct Transmission 2400 512 ASTM D1557 ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND A.A.R. TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT OF A.A.R. TESTING LABORATORY, INC. IS STRICTLY FORBIDDEN, Project: '1, .5 ti1tJC� Type of inspe on: N Address: S : ram r-' Date called: Special instructions: Date wanted: / / Z r (1•E a.m, P.m. Requester: Phone No.: Approved per applicable codes.. I Receipt No.: INSPECTION RECORD Retain a copy with perm o3z5 INSPECTION NO, CITY OF BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (ao -43 `670 PERMIT NO. Corrections required prior to approval. COMMENTS: . CY Inspector: Date: i �g $42.00 REINSPECT FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: INSPECTION RECOR1�D�- Retain a copy with pe�ml�. INSPECTION NO. CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.,. #100, Tukwila, WA 9818 i a3a5 v PERMIT NO. ,x.•(206) 431 -3670 P t • roiec : . x.4.5 Addres r/ZipprOved per applicable. codes. Type of inspection: ' Date called: i 1 q-7 Date wanted: , 1 R. l - 7 Special instructions: Requester: Phone No. — 16 - 1-[I ` 1 Corrections required prior to approval. COMMENTS: I Inspector: Date: / l., ti /�f7 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: •, -' 'j U --ri �jC j 1 Type of inspec90 h1S 4 rj o K.) - k‘ii Address:; ! ''.. 9I I S )() -M. Date called: Date wanted: u-18 - 1 a.m. Special instructions: Requester: Phone No 7 7- loot l'/ Z ?' NCI INSPECTION RECORD,— J Retain a copy with pdin 1 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 Approved per applicable codes. (206) 431 -3670 Corrections required prior to approval. COMMENTS: r Inspector: Date: � t I11 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy w pe r'n t . INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818_ Project: Type of inspecticg Address: t� Date called: a S I OZ ti 7 c ..) • ;, : 1. Special. instructions: Date wanted: a.m. 97 Requester Phone No.: I Approved per applicable codes. 1,-'1 Corrections required prior to approval. Inspector: . PERMIT NO. (206) 431 - 3670 Date: r / ,, $42.00 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Cali to schedule relnspection. Project: `.P- r'` NCr 1 �d- Type of inspection• tvi Address: , Date called: Special instructions: Date wanted: 1 l' 97 a.m. pm. Requester:; • Phone No.: •710 (‘) 9 9 INSPECTION RECORD Retain a copy with pet' INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., " #100; Tukwila, WA 98188 I I Approved per applicable codes. Receipt No.: 19 -o34s PERMIT NO. (206) 431 -3670 Corrections required prior to approval: COMM rz .- 57)41R --. G 4DWG Inspector; fli6 Date: 17 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. at Date: Project: Type of inspectio : h 4 i Addres I � O l•— Date called: II -4-ay? Special instructions: C./ill) C 5 ' r , r 0690 Date wanted: 1 � ,. a• " S �/ .m• Requester: ) Q Phone No.: b & - - i INSPECTION RECOR Retain a copy with per INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I I (206) 431 -3670 Approved per applicable codes. 42/Corrections required prior to approval. COMMENTS: s l� s • ja, z '2s, Inspector: Date: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project,:• 4 t VT" t r , Type of insp ction:. 6/V(Ce Address:. , _ i" 5 1(/7 1 Date called: i f ci Special instructions: • 1 Date wanted: 0 — of -7 j*. Requester: Phone No.: • • .1 LitJ per. applicable `cedes. COMMENTS: 4/66 2,vtd -Cleff?fri, I .504M Date; •INSPECTION REC9R Retain a copy with per INSP ION NO. ' PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: COMMENTS: INSPECTION RECORD Retain a copy with perm INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300'Southcenter,Blvd., #100, Tukwila, WA. 98188 P - ' ect: , Type of inspe 'on: address: � � � �� Date 11: � Special instructions: Date wan / � 1�� 1 t.. ,l ,� -52- t O c r Requester: ��.�.SL .. Phone No. . Corrections required prior to approval. Date: (206) 431 -3670 Inspector: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: , - roject: , er..e_ ► e ` 4 ' 6 '1- ... 5\ Type of inspection: ' C .&& I.0 ress: l \ \ 5 \ Date called: WI, 2, Special instructions: • L . ".5Q_A." Date wanted: a. . . Recju� er ITl p D t YY1 Phone No.: r<; INSPECTION RECORD Retain a copy with per INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT O. (206) 431 -3670 COMMENTS: Inspector: Date: 10,,7?+ -4-11 Approved per applicable codes. I Corrections required prior to approval. $42.if0 REINSPECTION FEE REQUIRED. Prior to inspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: .•., .. .... 1 . 17;. t,T...7 ya ++� FINALAPP.FRM r , v `n' ".V 4r ..4... ; 44-4 4"7 ' '*rt Ct +1-74 WZ*4 ''.147.7.7::‘.774-4-37.74' 414 V. 4 Sprinklers: Jam^ Fire Alarm: R Hood & Duct: Halon: Monitor: Pre -Fire: Permits: City of Tukwila Fire Department roject Name &R \1-ac) Z2)\\ S • k O Authorized Signature t TUKWILA FIRE DEPARTMENT FINAL APPROVAL'FORM Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Permit No. IY n ' 03) Date T.F.D. Form F.P. 85 Suite # John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57.5-4404 • Fax (206) 5754439 _.. ..�••— .. ?erv%* Gird. Copy PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0325 PROJECT NAME BOEING #7 -251 DEPARTMENT: BUILDING DIVISION I C w l0Ti s icr) FIRE I PIR E VENTION UCTURAL 4 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE NOT COMPLETE El COMMENTS TUES /THURS ROUTING: PLEASE ROUTE d NO FURTHER REVIEW REQUIRED n ROUTED BY STAFF C] (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) APPROVED El REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F DATE DATE 10/1/97 PLANNING DIVISION 0 W ler -TT c � � PERMIT COORDINATOR . DUE DATE 10/7/97 NOT APPLICABLE 0 APPROVED W/ CONDITIONS DATE CORRECTION DETERMINATION: APPROVED fl APPROVED W/ CONDITIONS El DATE DUE DATE 10/21/97 NOT APPROVED (attach comments) 0 DUE DATE NOT APPROVED (attach comments) 0 (Certification of occupancy required. ) ' a,Cb4"tis:'X'.3:71 .✓..��;FN ACTIVITY NUMBER D97 -0325 PROJECT NAME BOEI — 5T , 110 DEPARTMENT: BUILDING DIVISION a FIRE PREVENTION ❑ PLANNING DIVISION ❑ PUBLIC WORKS ❑ STRUCTURAL ❑ PERMIT COORDINATOR ❑ 4 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE COMMENTS • REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F PLAN REVIEW / ROUTING SLIP NOT COMPLETE . r APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: DATE it/7 ") DATE 42 10/1/97 DUEDATE 10/7/97 NOT APPLICABLE ❑ TUES /THURS ROUTING: PLEASE ROUTE l l NO FURTHER REVIEW REQUIRE ROUTED BY STAFF (If routed by staff, make copy to master file & enter Sierra.) APPROVED n APPROVED W/ CONDITIONS. NOT APPROVED (attach comments) ❑ 1,f DUE DATE 10/21/97 • "l 1 APPROVED n APPROVED W/ CONDITIONS [1] NOT APPROVED (attach comments) 0 REVIEWERS INITIAL DATE DUE DATE (Cerrificadon of occupancy rcquirsd. ) PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0325 PROJECT NAME BOEING #7 -251 DEPARTMENT: BUILDING DIVISION ❑) FIRE PREVENTION PLANNING DIVISION ❑ PUBLIC WORKS LI STRUCTURAL ❑ PERMIT COORDINATOR ❑ I DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE n COMMENTS TUES /THURS ROUTING: PLEASE ROUTE ROUTED BY STAFF ❑ (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIO REVIEWERS INITIAL C :ROUTE -F NOT COMPLETE ❑ NOT APPLICABLE ❑ CORRECTION DETERMINATION: APPROVED ❑ APPROVED W/ CONDITIONS -s- DATE DATE 10/1/97 DUEDATE 10/7/97 NO FURTHER REVIEW REQUIRED E NOT APPROVED (attach comments) ❑ DATE V gFk DUEDATE 10/21/97 DATE DUEDATE NOT APPROVED (attach comments) ❑ (Certification of occupancy required. 1 ' ACTIVITY NUMBER D97 -0325 PROJECT NAME BOEING #7 -251 DEPARTMENT: BUILDING DIVISION FIRE PREVENTION PUBLIC WORKS fl STRUCTURAL 4 DETERMINATION OF COMPLETENESS: (T,Th) • COMPLETE n NOT COMPLETE Q NOT APPLICABLE COMMENTS TUES /THURS ROUTING: PLEASE ROUTE C, NO FURTHER REVIEW REQUIRED ROUTED BY STAFF 1 1 (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL ''� DATE. � /)f 4- 1 4 APPROVALS OR CORRECTIONS: (ten days) APPROVED REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED C:ROUTE -F PLAN REVIEW / ROUTING SLIP APPROVED W/ CONDITIONS E • NOT APPROVED (attach comments) Q APPROVED WI CONDITIONS DATE REVIEWERS INITIAL DATE eY DATE 10/1/97 DUE DATE 10/7/97 DUE DATE 10/21/97 (Certification of occupancy required. PLANNING DIVISION PERMIT COORDINATOR Q DUE DATE NOT APPROVED (attach comments) 0 isiZ PUBLIC WORKS - COMPLETE El COMMENTS • C:ROUTE -F ACTIVITY NUMBER D97 -0325 PROJECT NAME PLAN REVIEW / ROUTING SLIP DEPARTMENT: BUILDING DIVISION El I REVIEWERS INITIAL REVIEWERS INITIAL 44Iti G. C*t.U06 :U.51G'' r'*4' 711. BOEING #7 -251 4 DETERMINATION OF COMPLETENESS: (T,Th) FIRE PREVENTION E PLANNING DIVISION El STRUCTURAL El PERMIT COORDINATOR El NOT COMPLETE E] NOT APPLICABLE 0 TUES /THURS ROUTING: PLEASE ROUTE d NO FURTHER REVIEW REQUIRED ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) DATE JO O7/ Y7 DATE 10/1/97 DUE DATE 10/7/97 1 APPROVALS OR CORRECTIONS: (ten days) DATE DUEDATE 10/21/97 ' APPROVED I I APPROVED W/ CONDITIONS E NOT APPROVED (attach comments) E I CORRECTION DETERMINATION: APPROVED El APPROVED W/ CONDITIONS REVIEWERS INITIAL DATE DUE DATE NOT APPROVED (attach comments) 0 (Certification of occupancy required, ) 5/8" TYPE "X" G.W.B. TO UNDERSIDE OF 3 1/2" STUD FRAMING. EXISTING 1 HOUR PARTITION STAIR BEYOND SECTION AT STAIR LANDING SOFFIT Scale: 1/2"= 1 -0" D •. 032 ENGINEERS NORTHWEST, INC. P.S. - STRUCTURAL ENGINEERS 6869 WOODLAWN AVENUE N.E. SEATTLE, WA 98115 (206) 525.7560 FAX (206) 5226696 RECEIVED CITY OF TUKWILA OCT 0 3 1997 PERMIT CENTER • ( No Su BjECT •• ENGI NE ERS—. NORTHWEST I 6869 WOODLAWN AVE. N. E. - SUITE 205 SEATTLE, WA 98115 - (206)525-7580 - FAX * (208) 522-6696 JOB NAME __Eag.„U fjLjrCg rde.- DATE c i Sk• Otto 5T4h GotAlvc- 3-4 Ti U, SHEET 1: OF 1 0 BY ti L1. Srve.4;v 7- 6 aCI -ncrl 55 te 0 1 Qze 4- 111 41 • 4- • yvy,s et 0 -I-- 10 C & 1 , 00. .Y '513 aS I:. VS 4- 1A$ X .c e5 1 4- 5 e 4.1 40. 1 4 34..oz • Si- RECEIVED OITY OF TUKWILA OCT 0 3 1997 PERMIT CENTER ENGINEERS-NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX • (206) 522-6696 ." " Joe No, JOB NAME SUBJECT DATE 9 1 1 4 1 1 1 SHEET OF t BY S7ANi2, t.t.J !Lic_. A . S\ 0%) ' 1 1- 0 S 400.4 c h o 7: S (;) 4.' N . SuifS • L k- A .0 0 14 V - • G24 - 1:0) 1411 . t4740 i3)c#A-Y: — :10. c i , Sck c i•ol • Z_V7La • 6 S CI "44f L L •41°■\ L A1 . Vir Ok( Osf- i ;Om 50 0t5 LA 004C, • 4191- FOn" 221 6 4 RCCI OatS SI-‘0 r\ • t.L P - TL G.g. 4(4-1) ait? 4 - S-00 Ceae7 C tod 3 • • RECEIVED rry 0F TUKWILA 1^ T 0 1997 CENTER ' No. ENGINEERS NORTHWEST INC. PS: 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 - 7560 - FAX # (206) 522.669 JOB NAME SUBJECT CO l rMx �-- `�• 01 V41 -- p c, P/J nl Li -- t„ W . 3 '/4 E � Nye- 9.s z.- 2 , ..)c- 3 rhIVt 6 1. z iLckc‘kdc '4,st (T4 -s ft 4. cti noSo yr t-fr osot 1 58 4 1N 1 ‘S•Co DATE 1 -35- CO SHEET 3. OF ` BY I\ Sva^ use 4 140 et g S� 4 ¢` 10 • u P ` '11,0 RECEIVED CITY OF TUKWILA OCT 031997 quoui z ��z 5 RMrr ail : No. SUBJECT ENGINEERS - NORTHWEST 6869 WOODLAWN`AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 (206)525- 7560 - FAX # (206) 522 -6690 L� ,00 4r- 1 JOB NAME DATE S ° 93 ti o 114 _ b 100b G3 k 41 2 t�� "lZ Fb I( I ozuz- 1 90 b - LL �. t9 p54 2.5 1 b o ('Sf- RECEIVED CITY OF TUKWILA OCT 0 3 1997 . :Jos No. SUBJECT ENGINEERS- NORTHWEST :INC. P.S. 6869 WOODLAWN AVE. N. E. - SUITE 205 .- SEATTLE, WA 98115 - (206)525-7560 FAX # (206) 5224696 JOB NAME DATE 1 C C) SHEET 5 OF ' BY -,. As ion. S,q 1,43..bL sa33, (1.40 Z n) o u , 44o3 L13 ,4 7,a w tq.�c'LZ V zLc '4'S• 1 Q-��z • - ao1Z 1)40 -4 6'4 duL co • 1.441 P: 3,g% $L 4 x35 + too k35 Ac, pL too LL RECEIVED CITY OF 1 UKWILA OCT 0 3 1997 PERMIT CENTER - Jos No. .COQ NAME DATE 9"1-3" 41 SUBJECT SHEET c OF 0 ENGINEERS NORTHWEST INC PS 6969 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525- 7560 FAX # (206) 5224696 =. s'ealoc -c( 1u to RECEIVED CITY OF TUKWILA O CT 0 3 1997 PERMIT CENTER ENGINEERS-NORTHWEST INC. PS. 522-6698 8889 VVOODLAVVN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560- FAX # ( •,' ' • ". • . 1. 1 , - 1: 1 C‘AE,c34 92. facp . — \ CAA ( •G-4-x...gY.L.1-e Fir 1.(,e LOAVJ vks 1 4- 00 %s$ ku A ,J vy• 80 • RECEIVED CITY OF TUKWIUk OCT 0 3 1997 . PERMIT CENTER ENGINEERS-NORTENEST 6869 Noodlawn Ave NE )Seattle,Vashington 98115 44 • 112111114' JAMB DATA height (ft) 34.50 SPANDREL DATA thickness(in) 5.50 OPENINGS LEFT MATERIAL DATA LOADING DATA unfactored wind in (psf): 15,8 seismic... zone 3 ledger LL(plf): 100 concentrated load LL(lbs): 0 concentric load LL(plf). 0 horiz load plf (+ inward): 0 REBAR DATA Vertical 3 15 d: 3.75 Horizontal min in"2 / ft 0.13 MOMENT AND DEFLECTION RESULTS. + inward - outward Phil% (in-k) defl (in) Case Pu (kips) Mu (in-k) 2.3 118.6 2.3 -119.1 2.3 -117.9 2.8 135.2 2.8 -136.8 2.7 -132.6 3.9 -1.1 LOAD CASES 1) .90L + 1,3WL inward 2) .9DL + 1.3WL outward 3) .9DL + 1.43BQ 4) 1.05DL + 1.28LL + 1,28WL inward 5) 1.05DL + 1.28LL + 1.28WL outward 6) 1.05DL + 1.28LL + 1.4EQ 7) 1,4DL + 1.7LL CONCRETE JAMB DESIGN (version 3.0) UBC 15:11:23 09-25-1997 2 -2 po 100= width (in) thickness (in) 36.00 5.50 offset (in. + outward) 0.00 width (ft) height (ft) 0.0 0.0 concrete (psi) rebar (psi) 3000 60000 out (psf): 15.8 press (psf): 29.1 import fact. 1.00 DL (plf). 60 ecc (in): 0.0 DL (lbs). 0 ecc (in): 0.0 DL (pit): 0 dist above floor(ft). 0.0 62.47 62.47 62.47 63.47 63.47 63.22 65.56 15.78 -15.91 -13.85 15.80 -16.07 -13.58 -0.02 NOTE Sheet LL0UQ RIVERFRONT TECH PARK CHECK EXIST PANEL 4 FOR NO FLOOR 2 at add thickness (in) I factor parapet ht (ft) 0.00 1.00 •0.00 RIGHT width (ft) height (ft) 6.3 7.2 2,76 2.76 2.76 2.76 2.76 2.76 2.76 % LL w/seismic. % LL w/seismic. I LL w/seismic: 0 0 Allow defl (in) Comments NO GOOD NO GOOD NO GOOD NO GOOD NO GOOD NO GOOD case ok in cases 1), 2), 4), and 5) the LL used is 1/2 of the applied LL • RECEIVED CITY OF TUKWIL:i OCT 0 3 1997 PERMIT CENTEF CONCRETE WALL DESIGN (version 3.0) ( )6869 Noodlawn Ave NB UBC leattle,Nashington 98115 16:09:18 09-25-1997 po 100 NALL DATA height (ft) thickness (in) added thickness (in) I factor 34.50 5.50 0.00 1.00 MATERIAL DATA concrete (psi) rebar (psi) 3000 60000 LOADING DATA unfactored wind in (1)0). 15.8 out (pia): 15.8 seismic zone 3 press (psf). 15.5 import fact. 1.00 ledger LL(plf). 100 DL (pif): 60 ecc (in). 0.0 t LL if/seismic: , 0 concentrated load LL(lbs). 0 DL (lbs). 0 ecc (in). 0.0 t LL w/seissic. 0 concentric load LL(plf). 0 DL (plf). 0 t LL w/seismic. horiz load pif (+ inward). 0 dist above floor(ft): 0.0 REBAR DATA Vertical #4 at 10.0 in d. 2.75 Horizontal min in"2 / ft 0.13 2=22111= • LOAD CASES 1) .9DL + 1.3WL inward 2) .9DL + 1.3WL outward 3) .9DL + 1.43EQ 4) 1.05DL + 1.28LL + 1.28WL inward • 5) 1.05DL + 1.28LL + 1.28WL outward 6) 1.05DL + 1.28LL + 1.4EQ 7) 1.4DL + 1.7LL SheetA :Of AO, RIVERFRONTIECH PARK CHECK EXIST PANEL 14-FOR'NO'FLOOk*'. 0 MOMENT AND DEFLECTION RESULTS + inward - outward Case Pu (kips) Mu (in-k) (in k) defl (in) Alloy defl(in) Comments 1 1.1 58.8 34.43 14.22 2.76 NO GOOD 2 1.1 -59.1 34.43 -14.42 2.76 NO GOOD 3 1.1 -65.1 34.43 -13.85 2.76 NO GOOD 4 14 69.1 34.83 14.50 2.76 NO GOOD 5 1.4 -70.1 34.83 -14.91 2.76 NO GOOD 6 13 -73.1 34.73 -13.64 2.76 NO GOOD 7 1.9 -0.5 35.68 ' -0.01 2.76 case ok NOTE in cases 1), 2), 4), and 5) the LL used is 1/2 of the applied LL strip width' (in). :0 • • - msoesvEo CITY OF TUKWILA • OCT 03 1997 •POW!' CENTER Jos No. JOB NAME DATE °I-1,51-41 SUBJECT ENGINEERS - NORTHWEST INC. PS. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (2061525 -7560 FAX #E (206) 522 -6696 Con/ ,J WAk.l. TO T.S. n 4 `lc L it-L ; Q-«., %-tb (D*4y slto zz•36. I1 x∎(e )(- (4- 1 8 84 ' Z z 5 q, ) 00040/1 Bart, 1-11 1(1 tS , t, 3" 31t s 3 x ,' i , s? - , It GOs Ps) AOL h`tt.z.,41 n Ott •A VE, SHEET ;o OF to BY Vbk _ , ,S S vonp s o n► S E . 3(i ‘ (I) U, 3 IZ t revrt i 3 0MOS om) 361 TURE/4.0 c,t0 Qv, CITRECEIVED TUUI ILA OCT 0 3 1997 PERMIT CENTER SSOCIA TES CONSUIIING ENGINEERS October 24, 1997 Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd. Tukwila, WA 98188 Regarding: 97-T-20 A PROFESSIONAL SERVICES • : CORPORATION , Suite 100 t)Oti- 0 Riverfront Technical Park (1)97-94.20- Boeing 2B Tenant Improvement 2030 FIRST AVENUE • •. SUITE 203 t' 'SEATTLE, WASIIINGTON 90121' • TEI,F,PlIONE: (26(1) 256-I803 FAX (206) 250-0197 ' • RFA #97102-20 Dear Mr. Griffin: We have reviewed information for the proposed project with the structural provisions of the 1994 Edition of the Uniform Building Code as adopted and amended by the City of Tukwila, The scope of our review included the addition of the southeast stair to the existing building. While there was some information on the drawings submitted on the north stair, southwest building modifications including the stair addition, and seismic upgrade, this information was not included in the scope of our review. Following our discussion this morning with Mr. John Alving of Engineers Northwest, Inc., we have concluded that we have no additional comments for this project. We have forwarded a copy of this letter to Sabey Corporation Architecture Group for your convenience. If you have any questions or require any additional clarification, please call me directly at (425) 255-3099. Sincerely, ROBERT FOSSATTI ASSOCIATES, INC., P.S. Cryst Kolke Senior Plan Reviewer aARFA197t20"2.doc CC: Mr. John Lang Sabey Corporation Architecture Group 101 Elliott Avenue West Seattle, WA 98119-4220 RECEIVED CITY OF TUKWILA OCT 4 1997 PERMIT CENTER _ '0 • R 0 B E .R FOSSATTI AS CONSULTING ENGINEERS . October 22, 1997 Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Regarding: 97-T-20 Riverfront Technical Park (D97-0326) • Boeing 2B Tenant Improvement Dear Mr. Griffin: We have reviewed information for the proposed project with the structural provisions of the 1994 Edition of the Uniform Building Code as adopted and amended by the City of Tukwila. The scope of our review included the addition of the southeast stair to the existing building. While there was some information on the drawings submitted on the north stair, southwest building modifications including the stair addition, and seismic upgrade, this information was not included in the scope of our review. The following comments should be addressed by the permit applicant: 1. It appears that page 3 of the calculations requires the columns at the southeast stair to be TS 4 x 4 x 3/4. We assume that it was intended to be a TS 4 x 4 x 3/16 columns as shown in Sections G and M/S-7. Please verify. • 2. The Partial Second Floor Framing Plan, Sheet S2, shows the W10 x 12 framing into the existing concrete panel. Pages 8 and 9 of the calculations submitted do not appear to show a point load from this beam reaction when checking the existing panels. This point load needs to be supported by the TS ledger. The drawings and calculations should be clarified. The above listed review comments should be responded in itemized letter form. We recommend that the permit applicant have the structural Engineer of Record, Engineers Northwest, respond to the above comments and resubmit two copies of revised drawings and one copy of supplemental structural calculations directly to our office, unless noted otherwise above. We have forwarded a copy of this letter to Sabey Corporation Architecture Group for your convenience. If you have any questions or require any additional clarification, please call me directly at (425) 255-3099. Sincerely, ROBERT FOSSATTI ASSOCIATES, INC., P.S. rysPl Kolke Senior Plan Reviewer T aARFA197t20^1.doc cc: Mr. John Lang Sabey Corporation Architecture Group 101 Elliott Avenue West Seattle, WA 98119-4220 A PROFESSIONAL SERVICES ' ," SUITE 203 CORPORATION ' SENITLE, WASHINGTON 911121 2030 FIRST AVENUE • • RFA #97102-20 TELEPHONE: 1206) 256-11103 FAX: (200) 256-0197 RECEIVED oel 2 3 1997 COMMUNITY. r SHEET NUMBER(S) SUBMITTED TO: CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: I'- /0-11 PLAN CHECK/PERMIT NUMBER: D ""sei326 PROJECT NAME: 60E04 CallYWRGING JP•/eiovE c4. 7 5) PROJECT ADDRESS: Zan SO . IO 2N1) 2 4 CONTACT PERSON: L./079A/ W. 44'I A• /.A. PHONE: 2r - 8704 REVISION SUMMARY: I`1CP ikropriffriew ADpgr 7 PL,1NS CIII 4,1 C "Cloud" or highlight all areas of revisions and date revisions. S v/U.S 1._.. ... _. CI TY d tUtcvi/N,A OCT t_o_1997 PERMIT CE 3/19/96 City of Tukwila Fire Department Fire Department Review Control #D97 -0325 (510) October 8, 1997 Re: Boeing Company Building #7 -251 - 2811 South 102nd Street, Suite #250A Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Exit doors shall swing in the direction of exit travel when serving any hazardous area or when serving an occupant load of 50 or more. (UBC 1004.2) 2. 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) 3. Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its presence would obstruct or render the exit hazardous. (UFC 1203) 4. Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207.1- 1212.8) 5. 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 1013.1) 6. Exit doors from a group A, E or I occupancy having an occupant load of 50 or more shall not be provided with a John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 5754439 Page number 2 City of Tukwila Fire Department latch or lock unless it is panic hardware. 7. When two or more exits from a story are required and when two or more exits from a room or an area are required by U.B.C. Section 3303, exit signs shall be illuminated. (UBC 1013.3) 8. The power supply for the exit pathway illumination shall normally be provided by the premise's wiring system. In the event of its failure, illumination shall be automatically provided from an emergency system. Emergency system shall be supplied from storage batteries or an on -site generator set and the system shall be installed in accordance with the requirements of the Electrical Code. (UBC 1012.2) 9. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. 10. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) 11. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax: (206) 57$4439 CORPORATION Mr. Ken Nelson Tukwila Building Department 6300 South Center Blvd. Tukwila; WA 98188 Re: Boeing Phases 2B /2C Tenant Improvements at Riverfront Technical Park Dear Ken: The construction documents for Phases 2B and 2C are being submitted for your plan review. As • we discussed on 10 September 1997, Boeing's requirement for classroom occupancy will require additional exit width from level 2, additional plumbing fixtures, and parking. Enclosed is a letter from Boeing outlining the proposed occupancy schedule and a plan showing occupancy for the entire floor. This letter will show analysis for egress and plumbing fixtures. A similar submittal will be completed for level one once Boeing's requirements are finalized. A. EGRESS Level 2 Occupancy per UBC table 10A, 1003.2 and enclosed drawing = 1354 occupants 1. Exit width at stairways Exit width required at stairways: 1354 x 0.3 = 406" or 33.85' Exit width existing: 4 stairs @ 5' -6" = 264" 1 stair @ 5' -2" = + 62" Total 326" (1087 occupants) Required width 406" Existing exit width -326" Total 80" additional width required New stair @ 6' -8" or 80" meets requirement. 2. Exit width at doors /corridor Exit width required at doors /corridor: 1354 x 0.2 = 271" Exit width existing: 4 doors @ 3' -6" = 168" 1 door @ 5' -0" = + 60" Total 228" Required width 271" Existing exit width -228" Total 43" additional width required New pair of doors @ 6' -0" or 72" meets requirement. 13. PLUMBING FIXTURES Plumbing fixtures per UBC Table 29A and Boeing letter ,Note: This to be applied for under separate permit. Total Occupancy: 1354 architecture • construction • development • management 101 Elliott Avenue W. • Suite 330 • Seattle, WA • 98119.4220.206/281.8700 • Fax: 206/282 -9951 RECEIVED OOT 0 8 1997 RECEIVED CITY OF TUKWILA OCT 0 1 159? PERMIT CENTER . 'Office Occupancy Men, Women Non-Boeing(50/50) 130 130 Boeing (60/40) 125 84 Totals 255 214 Required fixtures 7 WC/U. 7 WC 4 lay. 4 lay. , Classroom conference (closest in table 29A) Boeing (60/40) 531 354 ' • Required fixtures 7 WQ/U. 6 WC • 6 lay. 5 lay. • MEN WOMEN . .t res required 14 WC/U. 10 lay. 13 WC 9 lay. . Total fix u Total fixtures provided 24 WC/U. . 12 lay. 12 WC 8 lay. ::....'.. . ' . : .. •, New fixtures require d None None 1 WC I lay. Note: there are four drinking fountains provided on level 2. :,•,' . ',. '.' . . C. .. ' .: PARKING . Currently the project has 726 parking spaces for the required 439 parking spaces. There are 287 onsite spaces remaining plus Boeing's adjacent lot which currently has over two thousand unused parking spaces. Any parking required over and above onsite capacity will be satisfied by Boeing's available parking. As a reminder, all of the parking for Boeing personnel for the original 1987 occupancy was accomplished in the adjacent lot. In closing, we are asking the City of Tukwila to allow Boeing to occupy Phase 2B prior to completion of the new exit stair and restroom since the occupancy will be within existing egress and restroom requirements. cc: Dick Stewart/Boeing Jeff Norman/Boeing Doug Gardner Doug Schumacher Stan Palmer Phil Birk jAnrclAjl \kocis100 I hr Sin John W. Lan Lead Archit ■ : S'- : 1 .." •'' . .11? i- ....,,,, -,;-......: -7-::. -4 •: :•:' .:. '-'....-: ' '''''', ''''' . {.... ''; '..,•:: ' • • ''''''•;".- EGISTRATION: , ''' ' '""•:!' I''i,.;-':4 : ..;;', '.1•1!: MB . .f....'•:';'•::) ., 'il . .: .. . 4 :::'-' . <4 ::: .,.. " ''';':"/"..'.'4 m' :,.'•,,,!... i,....1 • i.'.: ...',' ,,. - . IRATI ON: D ., • .„,•,. ,,,•,....,...-• • - : •i:1-.,Z • .. • • '.4.(71:::.-. 1- : .--:.".. . • .. . :,7 1 ...f. , ,. • - ,•.;,, ' N je, . ,:w.- s.•.:• , . r•`..••;et... • ..........: • ..::.:-.......:. ' . '''''''''. • . •••• • ir):' ' ri • 1" ...!'...: ....:;•....,,,,.....:.:•,....- ,,,,.. " •• ;1:0411 •• ; • •• ........;..-,','.:, :k ' .:.% i'CieVo : • • DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY L • '1 . . .57:. t .0p.1■••• t` r k /7, • . ' t • . .•,T • „?. • • r •• • ,,• , i • q.c. , 1,, 1 . 1.,.. •• ...I • • 1).s.t. i"1 • • . , • . • DETACH TO DISPLAY CERTIFICATE nPTA(71-1 - rn rilsiDI AY rFRTIFICATE____± STATE OF WASHING' RECEIVED CITY OF TUKWILA OCT 0 2 1997 PERMIT CENTER YI FN LTA rv14P PROJECT T PROJECT =4T4 1N OF = W INI S SEATTLE 1 - ea ELLIOTT BAY / - __ � — 5l I \� as' �� Boeing Field --� 1 N 9° , �., \ -- \ \ 606 - 68a :,... 6ie :. Intl Airport xoaTx : ' s '. 9 3 Z 90;✓ - '�- T .- , - _ _ . . 5 'r 4i; t .. � '.:.' ARCHITECT . SSE- CCRPOR= ON ,-.RC-+ ' ECTLIRE GROUP .E " =✓ENuE wE5 _. : ': , E -5 -'\G \ :: x 06 = :I-CV -4 HN \.G _ R MECHANICAL ENGINEER NiT�D Y 5 C2- :-.. SLPTE ',04 %7 SE,T _ �:iSN. NG--GN 955134 :2061 -5454 FAX- ' ' -8 _ CONTACT _ES S RG- AN`.FL.... ELECTRICAL ENGINEER: 401..MES ELEC __ R- OND AVENUE S,u ' PO: ;EO '. RENTCN w ,.- ING ON 9505 206' 235-5000 F4X , . 2 -D6 __c 0E20 GO\TA AR< ,\ 0 .221-1515 ' GENERAL CONTRACTOR S=EE G N T c oN ING. C: EL,.. ✓ NUE LEST -. ❑ •400 i ! E'TT_E w S-1NG \ 5.519 - D 06 : 7,5- x 'D6 _8- -O °2D. CON A� ...w . uN - ER PROJECT NAME. TENANT ., 4 R BOEING COMMERCIAL 'AIRPLANE CsRCUP (Tenant Starr) PROJECT LOCATION •?E .5E CONE: FLOOR : <' ✓E c R \ E C N A.RS sEA 5 'NC -TcN 9aleb -. J TENANT AREA ,.SA^ _ ARE-: 08 S= OCCUPANCY GROUP - NGNE OCCUPANT LOAD N_ EX[ T$ REQUIRD N EXITS PROVIDED. N= EXIT WIDTH REQUIRED: NA EXIT' WIDTH PROVIDED: N- ° BUILDING CONSTRUCTION ITt-t ✓ -N = 1..L:.. . RINILFREG GROSS BUILDING AREA O: baDO SECOND FLOOR 555,0/06 S5 AL 1 161.1_ ,.'. ZONING: Cr a 94 9 NEC DESIGN CODES, CO 4 PC 19 4 LM ' G EC 1 554 W 5 TO\ T ENEf . ._.ODE dl0C 5` -..:) WASHING - ON ST-rE Rt_L_A CNN FOR BARR ER FREE -AC L T ES CR DESIGN ,SHEET Na SHEET. DESCRIPTION G0.1 S-IEE RCJECTC' ND =X LEGAL DE CRIF-ION'F K _ =V AU FLOOR °_.;1 SEc'IOhs D_ = - SI 5 C,ND4 7 ,CN PLAN 52 -LANs 53 SECTIONS - : I I �, I :. PRO,EC' "_. '✓c N" F!LE COPY nderstand that the Plan Check olart to errors and omissions pia n; does nor autap horize the adpG ; or gin coda or ordina nce. trac[ s copy of pyo Dlans n s..� Permit N- SEPARATE PERMIT IHED FOFt i EQ Ul , MECHANICAL / PL UM BIN G ' L , ' ' GAS PI CT( OF'TUVyItA ,'., klILDINO, 'DIHI. IOty. I v'�i4k f ;... 2% 1S 3 1 4..:. I (/ � � `,� N•u \ ,.`.�._ P' "'AP approvals are antlapproval of valation Of any Receipt oi con - a� novel: aged. ' '. 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C PONT V Oc o_ R.,.SD WE„ T RO, .; iL,.G391DL2• ^ iHRAJ.,aO:.�i :'W- :Cr+'' - ..J ? -l4Dr, 2t •-T, F, � -FIIip 1 _ _ -_:', _ _. 1111 _._ CENTRAL _, , . 04 .: F , � ,_ , .., i ...TF � A �dy R-,_ VG_H G D 57 DC tt_NCc GOVTINL:N._ ALONG 5.11.. NCR I,t; -:, _RLY^1 -RG \ . .. ,THE IKUE POINT CFS_G.NtYINC HNCH,..,ON CONTINUE VORT NORTH 5... H „, ^_. , -- C - - 5. EAST .+LONG. S_. ,. \ ORTN - Ao: MARL N. ci iG .- POINT .Or SIMPLE ..JRY- .: -1EN .,OPd,IN�IN_ .,LONG= SAiD NORTH':- S ERLY MARGIN NORTHtl;cSTERL :. ; .,1.9� r_c CURVE r r T ice_ n _,. .v.:a .FEET � F T I ' -1_CNG tiE ARC OF 4 NON T. ^NGENT CURVE TC t-_ _EFT HAVING - RACIUS OF 419D.�DD FEET T ER 'US PO V T 0= U,- C- BEARS SO'TH 64 4 "e :3`, IlleST. T .t CENTRAL ANGi E 0,- "D T«1ENCE No�T- 2 D''D5 E- _ 69.18 F EETt : THENCE NOR'r, 48 '59' EAST '4 5 c`= THE\GE EOu - � 4 52' D c ST: 8b111 FEET2 4E +.,'E SOI =8 D5 S v. w' Fa, �, r- a, =1 ^ HENG' WORT 41 __ 51' I.rST, 6_l 1 rEtT- H_ 40 - c. - 1, P _ '. THENCE I:. 4• WEST,!' 21898 .ET E, MORE OR LESS O THE OINT OF BEGINNING., 1111. '., I r ( EsOEING PHASE I SUITE 2504 I I - 1 2G)' : I l i : SATO TRAVEL ELECTRICAL 5l{ITE 2@0 I I �I • ' ' I I : ' • 4;' I I I s ® :. A ® I I r I , III I � .. j BOEING 1 1 11 : � I BOEING: ( U IAA 2 I PHASE SUITE 250 I I I I I r• GSCsIOPcNLINE I -. :^ 'SLATE :2201 <7' � 1' 11E4 — ,Nj, FsOEI (P{1A 2A)'' - AREA OF UIOfJ'C h CORPORATION ARCHITECTURE GROUP v. I ,' :.ONSTit CTiON I SSUE 10/09/91 E/.;T-2 10/91/91 PERMIT ISSUE ^, sr§ FOf9� c \ .;,\' ST.11R CC I E C _ .SIRP NE G'"'aGUP :E" 50 Giro 5 REE7 98'168 EPA'NINN DTLE PROJECT DATA. PROJECT INDEx' OF DRAWINGS FIE aru•r/ 00e19_: P E,' NUrn ER 5931 _ CPAW, F.'r 5LP APPR6VE6 6r D'1 Ozs SECTION SECTION HANDRAIL DETAIL ED,E, 5ER aSEER 945E E . P.N._ 0 i . SECTION STAIR EENC -E� UALL nC.h - E ® SECTION • STAIR PLAN -- UPPER LEVEL J- L_ `10,1ED— CEEB =TCR. LI,L "C V ED COCA 5701. = !RC,CE '�_.:;�- E NC• ELECTRIC 5 14_47ER —PR 30X19 FLUSH 5OL!D OGRE. WOE:T CCOR LI N H FRAPT CLLR TO I 1 JAPE BUiLDPY STANDARD FINISH: -RAM= PGN•=D, P -?: AUTO CPEh. HARD4AR_ C YH DULE II DRA'd4TG5 ADD KICKPL,ITE. UP ". R t =URIC -. i '. SASE LEX 571NG 30,0 !JSH 4,n DHR P3AME. PAIN' INTERIOR FACE AND FRAME 70 ri4TC' WALLS LUTCFLTIC OPEN. REMGlE uNICAN LOCK AND ADC KICKP_L?E. _ I 1;4' CD 57L EIRE ,LNCE,LIL IL REMC r Ex157 n^. 5 1ID. CA.A5 < IN5'JL. 'CC- EC -L,E :FEE DEAL ARCHITECTURE GROUP PEC:STEREC L ARCHITECT I t. LANG i - it C ON5TPo1C110N 155UE' 10/09/91, R EVISIONS 10/01/9. .SU� OAiE oral. r.� Uner0 Ompo®veu spit 1C Pa I iE$v GROLP :E' 50U H 102rO STREET \GTO% ?E'6S REFL. CL PLAN -- STAIR, 0 f PFROV O 2'8 1997 CT c. RECEIVED CRYOFTUKWILA. OCT 1 01997 PERMRCENTER . DPW 4Gli LE: I � .�9 -�' JL OII.4OG llaa ZG /9[d If' PROJECT NUMBER 535f DEMO! AFF?s STAIR PLANS _ SECTIONS PETALS FOUNDATION PLAN a EXIST. 7 PILE SUPPORTED STRUCT. SLAB MC12x10.6 STRINGERS N.T.S. ti4.5 BRACE BELOW Q q PARTIAL FOUNDATION PLAN 6 PARTIAL FOUNDATION PLAN 8 -5 -96 PARTIAL FOUNDATION PLAN 9[), G.,_ NANUES )�f P IFIAL PER UNIFORM BU ":' coo, ❑:0 ■OCTURAL PER UMFOfl D'. GCODE ❑ V.AC �, -20 BARRIEMEREE REGUL ,ONS THE APPLICANT IS RESPONSIBLE FOR CONFORMANCE WITH ALL APPLICABLE ORMAN:ES SUBJECT TO REQUIREMENTS AND INTERPRETATIONS OF .HE GOVERNING AUTHORITY. w r _ - _ - - '249 PLYWOOD CONFORM WITH UBC STANDARD 23 -2 (P. S. 1 -83) AND EITHER NER -108 (APA) OR NER -133 1. SEE PLANS FOR AIUNG ROOF SHEATHING: NETS R1 /Y C 32/16. NAIL WITH 10d (. N48' DIAMETER) S COMMON NAILS W. 2 INCH MINIMUM PENETRATION. PROVIDE PLYWOOD SHEATHING CLIPS ON UNSUPPORTED EDGES MIDWAY BETWEEN FRAMING MEMBERS. FLOOR SHEATHING: 3/4 ", T & G, CDX 48/24. GLU -NAIL WITH Bd (.131" DIAMETER) X 2 -1/2 LONG RINGSHANK NAILS. GLUE PLYWOOD TO SUPPORTS AND AT T & G JOINS WITH ADHESIVE CONFORMING TO APA SPECIFICATION AFG -01. INSPECTIONS INSPECTIONS ARE TO BE PER : UBC CHAPTER 17 AND ARE TO BE BY AN INDEPENDENT TESTING LAB. FOUNDATIN: INSPECT PILE INSTALLATION. CONCRETE: TAKE CONCRETE CYLINDERS AS REQUIRED BY CODE, VERIFY SLUMP. STRENGTH, AIR CONTENT, PLACEMENT OF CONNECTIONS AND ANCHOR BOLTS. REINFORCING: VERIFY THAT ALL REINFORCING IS PLACED IN ACCORDANCE WITH APPROVED PLANS. CHECK FOR REQUIRED COVER, SIZE, GRADE, AND SPACING. CONC. EXPANSION & COPY OF ICBO REPORT: FOR ANCHORS OR ADHESIVE SYSTEM USED MUST MASONRY ANCHORS & BE AVAILABLE AT JOB SITE. VERIFY ANCHORS OR ADHESIVE SYSTEM DRILLED. IN DOWELS: INSTALLATION IS IN ACCORDANCE WITH REPORT. WELDING: INSPECT ALL FIELD WELDING INCLUDING WELDING OF REINFORCING STEEL VERIFY CERTIFICATION OF WELDERS. CONTRACTOR SHALL PAY F. REWELDING AND REINSPECDON OF ALL WELDS NOT MEETING SPECS- INSPECTOR SHALL NOTIFY STRUCTURAL ENGINEER OF WELDS NOT MEETING SPECS. ALL FULL PENETRATION WELDS SHALL HAVE ULTRASONIC OR RADIOGRAPHIC INSPECTION. PLYWOOD ROOF: CALL BLDG.. DEPT.; AND ENGINEER FOR NAILING REVIEW PRIOR TO ROOFING OR COVERING WALLS. LIGHT GAGE VERIFY SIZE, GAGE AND SPACING. INSPECT WELDING. VERIFY STEEL FRAMING: CERTIFICATION OF WELDERS' SHOP.. DRAWINGS' SUBMIT 2 SETS OF PRINTS AND 1 SET OF REPRODUCIBLE SEPIAS. OF SHOP DRAWINGS TO ENGINEER FOR REVIEW AFTER CONTRACTOR HAS REVIEWED & STAMPED FOR COMPLIANCE AND PRIOR TO FABRICATION FOR. GLU -LAMS, FLOOR JOISTS, STRUCTURAL STEEL SPECIAL' CONDITIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND , SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR. SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION ,NOTE TO 'MECHANICAL AND ELECTRICAL TRADES I CONTRACTOR SHALL' SUBMIT PLANS S SHOWING 'LOCATION, LOAD AND ANCHORAGE OF ALL HANGERS SUPPORTING ANY !MECHANICAL, ELECTRICAL,' PLUMBING OR SPRINKLER LOADS IN'. EXCESS OF 50 POUNDS : ANY ROOF' MOUNTED EQUIPMENT SHALL BE INCLUDED IN THESE PLANS. AND SHALL SHOW : LOADS AND LOCATIONS. THESE. SHALL BE SUBMITTED. TO ENGINEERS NORTHWEST) FOR APPROVAL PRIOR. TO INSTALLATION ANY OF. THIS EQUIPMENT. ALL DETAILS OPI CONNECTIONS TO THE. STRUCTURE FOR EQUIPMENT SHALL BE BY THE SUPPLIER OF THAT EQUIPMENT. IF THE BUILDING DEPARTMENT REQUIRES :A SUBMITTAL' REGARDING THE DESIGN' OF THESE DETAILS R WILL' BE THE RESPONSIBILITY OF THE EQUIPMENT GENERAL NOTES THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE CODE: UNIFORM BUILDING CODE 1994 EDITION - ASTM'S LATEST EDITION LIVE LOADS ROOF..._25 PSF WIND.....80 MPH, EXPOSURE 8 FLOOR...50 PSF + 20 PARTMONS 8-5 -96 SEISMIC ZONE.....3 V = ZIC W /Rw = .3 x 1 x 2.75 x W/6 = 0.1375VI FOUNDATION 9 - - 96 IN ACCORDANCE WITH SOILS REPORT BY GEO ENGINEERS LETTER DATED 8 -9 -96 AND REPORT DATED 9 -8 -95 FILE NUMBER #0548- 017 -01. 14" DIAMETER AUGERCAST PILES 35 TON CAPACITY, SEE SOILS REPORT. PILE CAPACITIES DO NOT INCLUDE EFFECT OF DOWN.. DUE TO FILL SOILS ENGINEER WILL INSPECT THE INSTALLATION OF THE PILING AND WILL MAKE FINAL RECOMMENDATIONS ON EMBEDMENT AFTER REVIEWING FILL. USE F'c OF 4000 PSI FOR GROUT FOR PILING: USE 10 SACKS CEMENT PER CUBIC YARD OF GROUT. SUBMIT PILING RECORDS TO ENGINEERS NORTHWEST AND BUILDING DEPARTMENT. PREPARE SITE PER SOILS ENGINEER'S RECOMMENDATIONS. CAST -IN PLACE CONCRETE F'c = 3000 PSI FOR ALL CAST -IN- PLACE - CONCRETE. ULTIMATE STRENGTH DESIGN METHOD USED. CONCRETE MAY BE PROPORTIONED ON THE BASIS OF FIELD EXPERIENCE AND TRIAL MIXTURES 0', BY WATER- CEMENT RATIO AS DESCRIBED IN CODE. SUBMIT MIX DESIGN AND DATA AS REQUIRED FOR EACH METHOD. IF WATER - CEMENT RATIO METHOD IS USED MAXIMUM WATER - CEMENT RATIO. BY WEIGHT IS .58 FOR NONAIR- ENTRAINED AND .46 FOR AIR -R ENTRAINED. MIXING AND PLACING. OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE UBC AND ACI CODE 318. PROPORTION AGGREGATE TO CEMENT TO PRODUCE A DENSE WORKABLE MIX WITH 4" MAXIMUM SLUMP WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. SEE SPECIFICATIONS FOR ADMMI, E.S. PROVIDE 5% + 11/2% TOTAL AIR CONTENT FOR FLAT WORK CONCRETE EXPOSED TO FREEZING AND THAWING' EXPOSURES. LIMIT WATER - CEMENT RATIO TO .45 AND USE TYPE V CEMENT WHERE CONCRETE IS EXPOSED TO SOIL CONTAINING WATER SOLUBLE SULFATE IN EXCESS OF .2%. ADD NO 'WATER AT DTE. WATER REDUCING OR SUPERPLASTICIZING ADMIXTURES MAY BE USED TO INCREASE WORKABILITY WITHOUT INCREASING WATER - CEMENT RATIO OF DESIGN MIX SUBMITTAL. SEE SPECIFICATIONS FOR CURING 3/4" CHAMFER ALL E _NOSED CONCRETE EDGES UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. RERIFORCINO STEM USE DEFORMED CONCRETE REINFORCING STEEL CONFORMING WITH ASTM A615, GRADE 60 (fy= 60,000. psi). LAP CONTINUOUS REINFORCING BARS 35 BAR DIAMETERS, 2' -0" MINIMUM, UNLESS NOTED OTHERWISE. PROVIDE CORNER BARS (2' -0" BEND) FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH "ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES". WELDED RARE FABRIC (WWF) TO CONFORM WITH :STM A185. REINFORCING HOOKS TO COMPLY WITH STANDARD ACI HOOKS EXCEPT STIRRUPS AND TIES SHALL HAVE 135 DEGREE ACI SEISMIC HOOKS. COVER TO REINFORCEMENT: CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. 3 FORMED SURFACES EXPOSED TO EARTH' OR WEATHER .................:#6 AND LARGER...._....2 NOT EXPOSED TO WEATHER OR IN CONTACT GROUND ° AND SMALLER.. -1 1/2 SLABS, WALLS, JE STS ....:............:.:..14 AND D L ARGER._...1 -1/2 #11 AND SMALLER.. 3/4 BEAMS, COLUMNS PRIMARY REINFORCEMENT; TIES, STIRRUPS, SPIRALS ...........1 -1/2 R EINF OR CIN G' ST EEL USE ASTM FOLLOW GRADE 60 fy - 60,000 psi) FOR ANY REINFORCING THAT TO BE REINFORCING WELDED. .FOLLOW PROCEDURES OF ANSI HAWS D1.4 -92, 'STRUCTURAL WELDING CODE - 5.1 STEEL E WELD R LOW ELECTRODES CONFORMING SIHAWS FAHRENHEIT. . DO T AND WELD REINFORCING ING TEMPERATURE IS BELOW 32 DEGREES FAHRENHEIT HEIT. A5. MAINTAIN A MINIMUM PREHEAT AND INTERPASS TEMPERATURE OF 50 DEGREES FAHRENHEIT FOR N0. THROUGH N0.11 BARS. DO NOT WEIR N0. 14 AND B.S. DO NOT WELD WITHIN 3-INCHES OF BENDS. LET BARS COOL NATURALLY TO 'AMBIENT TEMPERATURE AFTER WELDING: DO NOT QUENCH. USE WABO CERTIFIED WELDERS. PROVIDE SPECIAL INSPECTION PER CODE. SUBMIT MILL CERTIFICATES. STRUCTURAL STEEL ALL WORK IN ACCORDANCE WITH "AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF. STRUCTURAL STEEL FOR BUILDINGS" , AND THE "CODE OF STANDARD PRACTICE. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: STRUCTURAL STEEL ASTM A -36 (Fy =36,000 PSI) TUBE: SHAPES ASTM A -500, GRADE B (Fy= 46,000 PSI) WELDHEAD STUDS ASTM A -108 (Fy =50,000 PSI) ANCHOR BOLTS ASTM A -307 HIGH STRENGTH BOLTS ASTM A -325 PROVIDE MINIMUM EMBEDMENT FOR ANCHOR BOLTS PER UBC TABLE 19E FOR CONCRETE AND UBC TABLE 21N FOR MASONRY, UNLESS SHOWN OTHERWISE. ALL WELDING TO CONFORM WITH AWS D11 "STRUCTURAL WELDING CODE - STEEL ". WELDS NOT SPECIFIED SHALL BE 3/16" CONTINUOUS FILLET A MINIMUM. ALL WELDS BY WABO CERTIFIED WELDERS. USE FRESH 70XX ELECTRODES FOR MANUAL SHIELDED METAL -ARC WELDING OR EQUAL ELECTRODES FOR OTHER WELDING PROCESSES. WELOHEAD STUDS (WHS) ARE TO BE MACHINE WELDED WITH PROPER EQUIPMENT AS REQUIRED C EY MANUFACTURER. CONCRETE EXPANSION ANCHORS - "HILTI KWIK BOLTS" - INSTALL IN ACCORDANCE WITH I REPORT NO.4627 . MASONRY ANCHORS - "HILT' SLEEVE ANCHORS" - .INSTALL IN ACCORDANCE DANCE WITH MANUFACTURER'S RECOMMENDATIONS. COORDINATE WORK WITH JOIST MANUFACTURER. SEE SPECIFICATIONS FOR ITEMS TO BE GALVANIZED. LIGHT GAGE STEEL FRAMING AS NOTED ON PLANS. 14 & 16 GAGE SHALL CONFORM TO ASTM 446, GRADE D. 18 GAGE & LIGHTER. SHALL CONFORM TO ASTM 446, GRADE A LIGHT GAGE FRAMING TO HAVE THE FOLLOWING MINIMUM PROPERTIES: CALLOUT I(IN4) S(IN3) A(182) ry(IN) C8X2X16 GA 6.490 1.622 0.720 0.690 C10X2X16 GA 11.14 S.220 0.830 0.660 PROVIDE BRIDGING PER MANUFACTURER'S STANDARDS. MASONRY REINFORCED HOLLOW UNIT MASONRY. SPECIAL INSPECTION NOT REQUIRED, F'm =1500 PSI. USE GRADE "M .HOLLOW LOAD - BEARING, CONCRETE MASONRY UNITS CONFORMING TO UBC STD. HYDRATED USE TYPE AMP LOOSE VOLUME: GREGATE NOT LE CEMENT, SS THAN 2 -i1/4 NO 1/4 ORE THA 3 THE :.SUM OF THE VOLUME. OF CEMENT AND LIME USED. FILL ALL CELLS CONTAINING REINFORCING AND WHERE NOTED WITH GROUT - MIN. STRENGTH; 2000 PSI. USE COARSE GROUT ONLY WHEN CLEAR CELL '. EXCEEDS R 3 "XSI 888 DIAMETERS. REQ'0. FOR GROUT POURS OVER BAR 5' -0". LAP'TYP. MASONRY WALL REINFORCING 48.. DIAMETERS. ALL CONNECTIONS AND BOLTS ''. SHOWN. EMBEDDED IN MASONRY ARE TO BE INSTALLED BY THE MASONS DURING THE CONSTRUCTION OF THE WALL OR PIER. PROVIDE CORNER BARS TO MATCH ALL HORIZONTAL REINFORCING. ALL MASONRY TO BE RUNNING BOND LAY -LIP. REBAR DOWEL INSTALLATION DRILL HOLES FOR DOWELS IN ACCORDANCE WITH GROUT MANUFACTURERS RECOMMENDATIONS. BLOWHOLE CLEAN WITH OIL FREE COMPRESSED AIR. FILL DOWN HOLES WITH A MEASURED AMOUNT OF HILTI HY -150. INSERT REBAR AND SECURE UNTIL GROUT HAS REACHED ITS INITIAL. CURE. ALL WORK SHALL BE BY PERSONNEL EXPERIENCED IN THE USE OF THIS PRODUCT, AND IN ACCORDANCE WITH ICBO REPORT NO. 5193. ELEVATORS ELEVATOR SUPPLIER TO PROVIDE ALL NECESSARY CALCULATIONS AND ELEVATOR DESIGN DRAWINGS. THE DRAWINGS ARE TO INCLUDE THE MACHINE BEAM, BUFFER AND RAIL REACTIONS TO THE STRUCTURE: THE DRAWINGS AND CALCULATIONS ARE TO BE REVIEWED BY ENGINEERS NORTHWEST TO VERIFY THAT THE STRUCTURE CAN WITHSTAND THE IMPOSED LOADS., LOADS THAT INCLUDE IMPACT ARE TO BE SO IDENTIFIED. FRAMING LUMBER GRADE A STRESSES SHALL CONFORM WITH "WESTERN LUMBER GRADING RULES '91 ", WWPA OR "STANDARD NO.17 GRADING RULES FOR WEST COAST LUMBER, 1991, WCLB. ALL LUMBER S4S AND S -DRY .UNLESS NOTED OTHERWISE. UNLESS NOTED OTHERWISE, USE THE FOLLOWING: SPECIES TYPICAL STRUCTURAL JOISTS & PLANKS PER PLAN DOUG F FIR HEM FIR BOLT GN GTIq NST /I WASHERS. ALL BASE VALUE STRESSES TO BE ADJUSTED WITH APPROPRIATE SIZE FACTORS. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED. USE STANDARD LENGTH COMMON NAILS PER UBC TABLE 23 -1 -G FOR ALL NAILING EXCEPT WHERE SHORTER NAILS PROVIDE THE REQUIRED PENETRATION. IN PLYWOOD' DIAPHRAGMS.. PROVIDE MIN. NAILING PER UBC TABLE 23 -1 -0 UNLESS NOTED OTHERWISE. ALL HANGERS, TIES AND CONNECTORS ARE SPOSON: OTHER' MANUFACTURERS WITH ICBO APPROVED LO. CAPACITIES EQUAL TO OR GREATER THAN THAT SPECIFIED MAY BE USED. NAIL ALL HOLES'. WITH NAILS AS SPECIFIED BY MANUFACTURER. CUT NO HOLES IN ANY STRUCTURAL FRAMING WITHOUT ENGINEERS APPROVAL, .EXCEPT THAT 1 -INCH 'DIAMETER HOLES MAY BE DRILLED IN 2X STUDS AND - PLATES NO MORE THAN ONE HOLE EVERY 6- INCHES. GRADE BASE VALUE Fb y2 875 PSI 1 L"' 0c TUKVJIIA 01.1.1- LAMINATSD WOOD MEMBERS A E P R O V E 0 1 " GLU LAMINATED WOOD BEAMS, COAST REGION DOUGLAS FIR CONFORMING WITH w`ISI /AITC. A190.1 -.' AMERICAN NATIONAL STANDARD FOR WOOD PRODUCTS - STRUCTURAL GLUED O 189 LAMINATED TIMBER" AND IN ACCORDANCE WITH. NER -486 USE COMBINATION 'A.24F -V4'. 2 A (DF /D F.b 2400, Fvx = 190 PSI ' FOR SIMPLE SN BEAMS D COMBINATION r 4F IO F TS LARGER THAN PST FOR CANTILEPAVERED BEAMS: AN B BE OB A I N TO BE FRE=V E OF I UNSOUND KNOTS LARGER THAN i /Y. DIAMETER: � MATERIAL MUST BE OBTAINED FROM AN �DItvG DI`11.. *J APPROVED FABRICATOR:' ALL GLU -LAM BEAMS SHALL FIT SNUG V AND `TIGHT IN THEIR CONNECTIONS AND DEVELOP FULL BEARING AS INDICATED.. PROVIDE AITC OR ADHESIVE TO R STAMP ON EACH MEMBER AND '.SUBMIT AITC OR'..APA-EWS CERTIFICATE. ADHESIVE' TO BE `WET' USE. INDUSTRIAL APPEARANCE GRADE:. PLYWOOD WEB JOIST DESIGN & MANUFACTURED BY TRUS JOIST MACMILLAN IN ACCORDANCE WITH. NER -200. PROVIDE & INSTALL WEB STIFFENERS AS SHOWN OR REQUIRED.' LODES DEAD WE-D E t'LOOR IN WEBS D C WITH ..A 30 DANCE WiTV H. SUPPORT COR ATED LOADS TN ACCORDANCE PROVIPROM NTH H MANUFACTURER VERIFY ALL MEC PL ALL MEUHANIC &. ELECTRICAL & OTHER EQUIPMENT; DE ADDITIONAL JOISTS 'AS REQUIRED. OBEY CORPORATIO N ■ CONSULTANTS L, ADD NEW STAIR 10 -1 -97 L AS NOTED 8 -8 -96 / 1 \ RLNG. DFPRT. CORRECT. 6-5 -96 REVISIONS ISSUE DATE An drawings, and writer maWb *Roo, MnM mrelXMw a r • original, tomolak, work af B. Sal' Corpora d Me soma may not kw oaP., . Deed or dwtbewE OW, ...Hon Am, of ...bey CmauaMbn. III Rwerfront Technical Park DRAM. OTLE , FOUNDATION PLANS FILE: RTPFDPI PLOT: 7 -26 -96 PROJECT.'' NUMBER: 96093 DRAWN BY: S.V. CHECKED' BY: R.RAICHLE APPROVED BY: Y I I yy,, NEW STAIR DOWN S Pe IL 2nd FLOOR FRAMING PLAN BELOW NEW y10.000# COOLING TOWER AOD 3kz27 (r� ") 3 SON Ht7JS X725, 25,112 HANGCRS Et SIDE. SEE SECT. B-2 SEE SECT. A -2' TYPO COL. CAP, w /BM. SPLICE. 2nd 'FLOOR PLAN SEE S TYP. ADL HINGE CONNECTORS 1 rt A 8 -5 -98 8-5 96 SEE PARTIAL RPLAN OOF FRAMING SEE SECT. B -2 SEE SECT. B -2 r EXIST. BEAM `EXIST. BEAM I j- EXIST. BEAM PARTIAL ROOF FRAMING SEISMIC UPGRADE TO ROOF TIES SECTION A -2 EXIST. 5" P.C. P"1L o _ W70x12 C -7 MC12 0.6 sr. f EXIST. HANGER. EXIST. W24x55 EXIST W2 x55 E - i" = _ _ T. &G. PLYWOOD I 3 I V '�I 1 OPP 2 4 AD 3 eI' L -A SIDE w/2 D �'0 x LTe° ES ®1 11 T. IN BEAMS PAR T. 2nd FLIP FRAMINGI'IPLAN B " ' Cr TIE$ EXIST. P.C. PANEL EXIST. BM EXIST. FLOOR TRUSS' N I TO REMAIN , 1 4 OPP. EXIST. BM. \ \ C L I._ 177' SL- EXIST. BM. 2ND FLOOR FRAMING , 40 ,411"4, * 1pp 0,4, ili STAIR FRAMING BREAK OUT EXIST. TOPPING. O TIES & BLOCKING REMOVE EXIST. FRAMING MC12 x 10.6 TP. O STAIRS & LANDING, EXIST. 2ND FU, BEAM ADD SIMPSON ST2122 0:48 "o/c SEISMIC ',UPGRADE © 2nd FLOOR SECTION B -2 18" TJI35 0 24 "o /F OVER 12ft SPAN 14" TJ135 O 24"o /c FOR 12ft & UNDER STAIR; SEE PPRTIAL PLAN WELD BM. BRACKET TO NEW COL. E.S. EXIST. BM. LD TO 8M. = 1:_T T.S. 6x6z} — SUPPORT - FOR CL@. GUIDE RAIL SEE SECT. T -4 Y EXISTING I '-ADD z D l BL 8 -5 -96 8- 5 -96 APP 0C1 "L8 15971 3 4 F KG nE STRAPS "'" LINE U2 /EXISTIN B C �I 1IS Ot`a. BK NAIL TO Y PLYWOOD /tOd 1 o /c STAGGER I sy 'i c%PIPES /12' ADD NEW STAIR. 10 =1 -97' Si DG: DEPRT. CORRECT 8 -5 -96 REVISIONS ISSUE DATE µ am, one wiun materim aprorIns ..M mot. o n: , dW w,w d'wwe .on a W. Sat, corn=rwo. O» be duplicated. CCM or emdoda of ea Soloey Go, calm Riverfront Technical Park DRAWING TITLE, . FILE IRTPPLN2 PLOT: 7-26-96 PROJECT NUMBER 96093 DRAWN BY: ISV. CHECKED BY IR:RAICHLE APPROV BY: "I DRAWING NUMBER'I PLANS Q - c> 0 O 14 13 12 ii 10 ROOF PLAN 75 14 13 12 11 10 O9 O 0, 00! F -4 D -S 4 V % i .1;') UT4 I COX PLYWOOD NAIL w/ tad O 6° o/c EDGES 12 FIELD BLOCK ALL EDGES U-4 2x8 DF� O _ U28 / SIMPSON H U28 NGRS. C EXIST. FLOOR TRUSS TO REMAIN �. EXIST. B S BE Y CORPORATION CONSULTANTS PLOTTED: CITYOF OCT 0 2 1 7' PERMffcefER EXIST. 5� —� 77' 3 r d ^ 1(OaT of r PLYWOOD` 3.1 TL T S 6x6x SECTION A -7 1 14x101-1r--/ /2- 0 THREADED RODS IN PR DRILLED HOLES. SEE SECT. A -7 EXIST. 4x6 LEDGER SECTION F -7 REMOVE EXIST. FLOOR BAR Tx-'x1' -tl' /2 -e " THREADED RODS (ASTM A307) SET IN PREDRILL ED HOLE w/ SIMPSON SET" ADHESIVE IN ACCORDANCE w/ ICBO REPORT ¢'ER -5279. SPACE 04' -0'3c . r = 1 -0" SECTION M -7 END R MC, ILA ND R ON MC12 Sas m_a;�lE ME W10 EXST. 5 P. PANEL KWIK BOLTS ( TOT. ER IC80 ER -4627 T5.6x6x E NDED 2� I T SECTION B -7 D I F ..m..e..� MC12 J r R .S.8x4 1 -22GA FORMDE C MPOSITE FORMDECK. NQ1E: DECK WILL N CRETE REQUIRE H AS SHO UNTIL CO REACHED 28 -DAY STRENGTH SLAB w /RA W 1.4 WWF AT T.S.4x4i) COL. EXTEND' �' END R i c r R4x} 0' 10• w/2-1 THREADED RODS IN PRE- DRILLED HOLES w /SIMPSON °STEP ADHESIVE -: SEE SECT. A -7 I_I SECTION G -7 I STIFF. END R R4x ( RUE REMAINDER l PER SECT. G -7 SECTION H -7 C I L 6 1. T PUDDLE WELDS 012 "oc I Rax 1 .5 .8 NOTE? REMAINDER) PER SECT. G-7 L4 x3 126 STAIR PANS EXIST. CONC. SLAB 2 -,2 R4x} / 4x1' °- 02' -0" oc END MC12 STRINGER CONN. RSxix0' -6' w /2- . BOLTS 1! -7 R42 '_ek t} TO W70 (A307) SECTION N -7 - . 1 , -ID RB }xx 0' -8 EXIST. CONC. TOPPING, EXIST. r }, ^ T. &G. PLYWD., PUDDLE ELD 4- O EF IAM ETER W WELDS / PE ^SHEE ?FECTNE 2x6 NAILER BTWN; EXIST TJW's CONNECT TO W2 0 g - ." CARRAGE BOLTS TO W24. NAIL PLYWOOD rr /80 ®4' c EXIST. 28'TJW EXIST. W24 x8 016"oc ( #2 H.F.) SIMPSON .28 EA END UT FROM CIDxt5.3 (EDGE OF LANDING BEYOND STAIR). DETAIL cI 10x12 SECTION C -7 ER & EXIST. BOTH FLANGES 12GA STAIR PANS MC12 L4x3x} /#4x1' - 02' -0"oc EXIST. P.C. PANEL SECTION D -7 e4-x0' -10" 4 -r0 KWIK BOLTS EMBED 21" - SEE SECT. B -7 SECTION J -7 SECTION K -7 SECTION L -7 1 =, 1' -0'• x6 NAILER BRVN. XIST PER SECT. C-7 �Te. _0.19/IIM/MM ® EXIST. 28 EXIST. W24 -I AL EXIST. PLYWD. w/ 8d04 2x6 NAILER PER SECT. D -7 SECTION E -7 ---CONN. L PER SECT. D -7 TYP. EA END OF W14 CONTRACTOR OPTION TO WELD TO EXIST. 024 THUS: 3�_ Ti" MAY AT TOP = NOTE: REMAINDER PER SECT. J -7 SABEY CORPORATION CONSULTANTS ADD NEW STAR 0 REVISIONS ISSUE DATE I➢ do wp. aM wrNn mtadtl ePeoiNp hero. <oath . fM'edyntl wpu64hM wok of Ow "obey Corporation oM Uw write moy net M MM... used or ado* .e ih]Yt tlia .dUen consent the 9pMy Capaetlon:.' VIII, Riverfront Technical Park DRAWING. TITLE: STAIR SECTIONS FILE: RTPSTS7 I PLOT: 9 ' PROJECT NUMBER: 19 6093 DRAWN Br: BDS. CHECKED . BY; N RAICH LE. APPROVED RI DRAWING NUMBER: