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Home My WebLink AboutPermit 6790 - Boeing #9-08.3 - Phase II Data Rooms6790 91-352 boeing #9-08.3 9303 east marginal way south phase 2 Permit 6790 - Boeing #9-08.3 TYPE OF CONST.: II - F. R, UBC EDITION (year) 1988 SETBACKS: N - S - E- W- FIRE PROTECTION: Sprinklers x Detectors O O WA UTILITY PERMITS REQUIRED? O Yes C) No (through Public Works) ZONING: BAR /LAND USE CONDITIONS? 0 Yes 0 No CONDITIONS (other than those noted on or attached to permit/plans) PHONE 544 - 2975 ADDRESS P.O. Box 3707. MIS 46 -87, Seattle, WA PRSP - •W ER Boeing PHONE 544 -2975 ADDRESS Z .0. Box 3707, M/S 46 - 87, Seattle, WA ZIP 98124 - 2207 CONTRACTOR Boeing PHONE 544 - 2975 ADDRESS P.O. Box 3707. MIS 46 -87, Seattle, WA ZIP 98124 -2207 WA. ST. CONTRACTOR'S LICENSE # BOEINC294ML EXP. DATE ARCHITECT Boeing PHONE 544 -2975 ADDRESS P.O. Box 3707, M/S 46 -87, Seattle, WA ZIP 98124 - 2207 CITY OF TUKWILA Dept. of Community Development- Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING PERMIT NO. DATE ISSUED: SITE ADDRESS -t 3 9.25 E Marginal Wy S bUILUIti4ki FLKIVII (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) FEES DESCRIPTION BUILDING PE RM IT.: FEE P,LAN::CHECK`.:PEE BUILDING :SURCHARGE TH R PLAN CHECK NO.: SUITE # AMOUNT >514.0.0 4 50. 91 -352 1:554M 1554 J55? ASSESSOR ACCOUNT # 562420 -1032 ..DATE PROJECT . INFORMA.TION VALUE OF CONSTRUCTION - $ 72,000.00 PROJECT NAME/ ENANT Boeing 119 -08.3 TYPE OF U New Building U Addition (2) Tenant Improvement (commercial) U Demolition (building) U Grading/Fill WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: 'Install data rooms in an open office area (phase 2). OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET SQUARE OCC. FEET LOAD SQUARE OCC. FEET LOAD SQUARE OCC. FEET LOAD TOTAL SQUARE FEET TOTAL OCC. LOAD USE:. APPROVED FOR ISSUANCE BY: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of lay 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 provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. SIGNATURE: CERTIFICATE OF OCCUPANCY NO. �v lA BUILDING OFFICIAL DATE: 9- COMPANY: DATE ISSUED: DATE: / - p6 This permit shall become null and void if the work is ; nOt commenced within 18 days from the date• o ssuance, or if the work is suspended or abandoned for a.period of 180 days from the iaStinSpection . wrrwuu PERMIT NO. CONTACTED y i DATE READY DATE NOTIFIED (� _ ^� ��'( — 1 Q6 1 ( �J BY: (init.) PERMIT EXPIRES 2nd NOTIFICATION 3RD NOTIFICATION BY: (Init.) BY: (init.) AMOUNT OWING PROJECT NAME ' PLAN CHECK 5-0 Qt ( J q— c)c •.3 (Phasz. NUMBER SITE ADDRESS SUITE NO. INSTRUCTIONS TO STAFF q'JQ • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) FLOOR TOTAL SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCC. LOAD DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. P'°F TIVIE XBUILDING - initial review FIRE O PLANNING O PUBLIC WORKS O OTHER ►' BUILDING - final review ft ROUTED INIT: CONSULTANT: Date Sent - :U.OR'EM UTILITY PERMITS REQUIRED? Date Approved - FIRE PROTECTION: (7) Sprinklers (') Detectors FIRE DEPT. LETTER DATED: ).i INSPECTOR: ZONING: BAR/LAND USE CONDITIONS? REFERENCE FILE NOS.: MINIMUM SETBACKS: N- S- E- W- N/A REVIEW COMPLETED INIT: INIT: INIT: DATE:? PROV BUILDINGVERMIT APPLICATION TRACKING PUBLIC WORKS LETTER DATED: FlifilligragnIITYPE OF CONSTRUCTION: Wit-- Fes. sC>RK No UBC EDITION (year): cus SITE ADDRESS SUITE # � E. MARGINAL WAY SO. BLDG. #9 -08.3 VALUE OF CONSTRUCTION - $ 72, 000.00 PROJECT NAME/TENANT BOEING MILITARY ASSESSOR ACCOUNT # 562420 -1032 (commercial) Li Demolition (building) 0 Other TYPE OF 0 New Bulld'ing Addition 3 Tenant Improvement WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) DESCRIBE WORK TO BE DONE: 2. INSTALI DATA ROOMS TN AN OPFN OFFTCF AREA 7 1—C.. BUILDING USE (office, warehouse, etc.) OFFICE NATURE OF BUSINESS: WILL THERE BE A CHANGE IN USE? ® No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE_- Building: 254, 000 Tenant Space: 3400 Area of Construction: 3,400 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? fa No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER BOEING MILITARY AIRPLANES PHONE (206) 544 -2975 ADDRESS P.O. BOX 3707, M/S 46 - 87, SEATTLE WA. Z .IP 98124 -2207 CONTRACTOR BOEING MILITARY AIRPLANES PHONE (206) 544 -2975 ADDRESS ' P.O. ROX 3707 M/S 46 - 87, SEATTLE WA. ZIP 98124 WA, ST. CONTRACTOR'S LICENSE # BOEING - 294ML EXP. DATE ARCHITECT ROFTNG .MTL TTARY AIRPI ANFS PHONE (206) 544 -2975 ADDRESS OX 3707, 4fi -87 SEATTLE„ P.O. O ZIP 98124 -2207 •M/S - ,p(A • . • y :<:: 1..:�� • .:, G . : .... :: R.T.. F Y . .. HAT....: H.AY:E.,REA > fJIIN ED, :T . HIS << A P... PL IGA TIQ . NyANDS ?SAMETO t";<;:, R(l CIUTHORIZ>s TO °' >.F. TH P,, E FRIV� t rt' �+ ,.:...: , ..:.. :.,, . y,., •.> �:.,.>:. y:.:: :.::..::•.:::.: BUILDING OWNER OR AUTHORIZED AGENT SIGNATU /r. ie DATE 8 -21 -91 PHONE (206) 544 -2975 PRINT NQ�I ERRY BENNETT ADDREpS�. BOX 3707, M/S 46 -87, SEATTLE WA. CITY/ZIP -2207 PHONE (206) 544 -2975 CONTACT PERSON TERRY BENNETT CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 PLAN CHECK NUMBER DATE APPLICATION ACCEPTED SEPTALKA JOB #910463 -09 BUILDW PERMT APPLICATION DESCR1P.TION >'> >'> A MOUNT::' RC PT s :'?.DATE BUILDING"SURCHARGE'0 BUILDING PERMIT. FEE t OTHER:: TO.TAL''= DATE APPLICATION EXPIRES OWL RESEIMIKEENNEIN MEE ISMNETCHILVININE &-&t-qQ APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form, Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal, Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. 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. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. 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 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. submittal checklist PROJECT: (b - cSZt. K., e l - 0 PERMIT NO. TO SITE ADDRESS: T72- $ c. irn. Wet . DATE CALLED: DATE WANTED: a.m. ..m. TYPE OF INSPECTION: r la 14 An— SPECIAL INSTRUCTIONS: REQUESTER: PHONE NO.: INSPECTION RESULTS/COMMENTS: INSPECTOR: OF •...- DATE: -- 2 ( —12 CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431-3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 COMMENTS: ' da .. 1 _ ewe ik ill . wc----. Q41 Lk-- V etA r- -- rti ( SI • ' 12 / to €.1 k o 0 . z ' . c &I 1 Ef—( . Pr 1,Iikt... .., i Ps.] ( 0 , ehi S MM Li bi eS • * 'Frill— 1-4-C-75C- (..4 "1 I T • -r- t - Nil » IT 4A Ar's •13 kk -- ISCIPi." 0 p.m) - NE — Pi e.-- 4.)91 C-6 It.-4. t,") 0 tcrt c- • ., Oc cu.) 1 S. N.Ttf"7" Sc v..1. v. k..k=") (A 1\n L.- ..10c1./ v.6421. Phone No.: 1 2. - 7 4 1 0 - • - 92: 4 • c?,0 r - Type of Inspectionr: AIrsr6 6, 10 Loy s i 1 Date Called: ( 7 D _ ) Special Instructions: Date Wanted: Requester: rt-a re. Phone No.: 1 2. - 7 4 1 0 - • V20c,,,:gr- , ell ,.t77.4,1PM:1 I Inspector: e INSPECTION RECORD C Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 D Approved per applicable codes. 0 Corrections required prior to approval. 9 ED $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. PERMrr N scalp o.: Date: ro ect; .L�' r T i-ic c� Q ype o nspe n: --, �� Address: Date Called: Special Instructions: e.40/47-- G A C X — inJ1ReS. ti c.-a. g— �L. Date Wanted: /.2. ` .- -- l r am n) equester: , ';6 Itn No.; w r C INSPECTION RECORD ' Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 cn, Approved per applicable codes. eceipt El Corrections required prior to approval. COMMENTS: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: oe . a �_ ype o nspect In: d -L Adore 10 Date Called: Special thstructrns: ( Date Wanted: a1- q / am. :m. Requester: Pk�ne No.; r . 76 3 -- 7Q/ ;- C INSPECTION RECORD 9 Q • Retain a copy with permit / PERMIT t CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100,,Tukwiia, WA 98188 V4 Approved per applicable codes. (206) 431 -3670 0 Corrections required prior to approval. COMMENTS: r 4: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: •roe • i► se it ) or e vf3 . y pe 0 nspect on; e r / Addros 16r iN, r Dale Called; / , Special nstructions: Date Wanted: -- I 5.— giam, �rr� Requester: fa Phone No.: &2 / C INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT (206) 431 -3670 O Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at , 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, - 17FiirFT1 ,44 7 CI o 8/ Type orinspectio . eh Address: . I m 4 1 II 11‘ ittte Called: 1 — ate Wanted: j / .... &...q • I / i Sp a n truct on- A a,00 ?M. . Requester: 8itet f'r Phone Na: Approved per applicable codes. eceip •••%. :v w ssOu vrIF - E, , , n,,q , .. , ,, , ) INSPECTION. RECORD C t Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 Corrections required prior to approval. nspector: faallIMIVAMMIN Am" 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee, must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. . og (206) 431-3670 PROJECT: a . 9'0;64 PERMIT NO. tp — 7 6 10 SITE ADDRESS: 6-37 : / ,,, m i, : k il . DATE CALLED: TYPE OF INSPECTION: 4::Y 424441 / DATE WANTED: REQUESTER: 13/7. PHONE NO.: 76,0 — — 7e.0 a.m. P.M. •-....____ SPECIAL INSTRUCTIONS: — INSPECTION RESULTS/COMMENTS: • g-ttro,st 3'"T A 331 A - .. - DATE: /0 - lo - c l I IN4PECTOR: f t , LJ2. CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431-3670 INSPECTIOtsc RECORD 6300 Southcenter Boulevard - #100 Tukwila Washington 98188 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188-7661 (206) 575-4404 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name 9 -47, 6 1 2t e # Address 9 2 s _ 47 /.07. ,,4etain current inspection schedule Needs shift inspection Approved without correction notice _,e with correction notice issued Sprinklers: Fire Alarm: Hood & Duct Halon: Monitor: Pre-Fire: Permits: i2.4 a 14 A' 4 y Authorized Signature FINALAPP.FRM c73 • Gary L. VanDusen, Mayor Control No. 9/..- 3 Permit No. (01 C i 1 /2_ Date T.F.D. Form FP. 85 4. 'DATE /'Oi' // PROJECT NAME ADDRESS �-2 . CONTACT PERSON ARCHITECT OR ENGINEER PERMIT NUMBER 9/ (If previously issued) PLAN CHECK NUMBER & 7 ' O TYPE OF REVISION: SUBMITTED TO: CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * *REVISION SUBMITTAL ** // (206) 433 -1851 RECEIVED CITY f1F TI IKWILA OCT .18 1991 PERMIT CENTER PHONE .5 ,f) -975 a Ay • a. � r - *Ail- ? 0 p CI 1 1 1yr �� t.0 eM K — 61,111..) 1 )1 SHEET NUMBER (S) 442 4 4 d 0"B /4a 7d 8 A B Igi0& c 4541) "Cloud" or highlight all areas of revisions and date revisions. a3VIJ33/1 0 t UU slTV 4D TtMta:40 S t\e\.\e "41D 410vv,\I ter cwt qp CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 Plan Check #91 -352: Boeing #9 -08.3 (Phase 2) E Marginal Wy S THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER (a O . 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (872- 6363). 3. All mechanical work shall be under separate permit through the City of Tukwila. 4. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 5. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 6. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 7. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 8. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1991 Edition), and Washington State Regulations for Barrier Free Facility (1989 Edition). . Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. PHONE q (2061433.1800 Gary L. VanDusen, Mayor "X" REQUIRED INSPECTIONS PHONE APPROVED INITIALS CORRECTION NOTICE ISSUED 1 Footings 431 -3670 2 Foundation 431 -3670 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 R 7 Framing 431 -3670 8 Insulation 431 -3670 X 9 Suspended Ceiling 431 -3670 X 10 Wall Board Fastening 431 -3670 11 12 13 X 14 FIRE FINAL Insp: 575 -4407 15 PLANNING FINAL 431 -3670 16 PUBLIC WORKS FINAL 431 -3670 x 17 BUILDING FINAL 431 -3670 CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDW PERMIT INSPECTION RECORD (Post with Building Permit In conspicuous place) BUILDING PERMiIT NO. DATE ISSUED: SITE ADDRESS: 5 E Marginal Wy S SUITE NO.: PROJECT: Boeing #9 -08.3 (Phase 2 CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE RECTOR COMMENT SECTION ON REVERSE) INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) -- King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 277 -7272 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. 0A,14,90 PLAN REVIEW COMMENTS Plan Chock No.:2. 3 S Z_ Project: 1 Ce ( ( 5- 08 •2 (3) No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. REQUIRED INSPECTIONS 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be Inspected by that agency, including all gas piping (296 - 4722). 6) Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be Inspected by that agency (277 - 7272). 9 All mechanical work shall be under separate permit through the City of Tukwila. L::/ All permits, inspection records, and approved plans shall be posted at the Job site prior to the start of any construction. 6. 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 and permit number of the project being Inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high - strength bolting to be special inspected (Sec. 306, UBC). 5 Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 0 Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. 13. Engineered truss 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. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department Inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractors responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 20. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. 22. All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. 2 Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 25. A Certificate of Occupancy will be required for this permit. 1. Footings 2. Foundation 3. Slab /Slab Insulation 4. Shear Wall Nailing 5. Roof Sheathing Nailing 6. Masonry Chimney 7. Framing 8. insulation 9. Suspended Ceiling 10. Wall Board Fastening 11. 12. 13. 14. Fire Final 15. Planning Final 16. Public Works Final 17. Building Final PLAN REVIEW COMMENTS Plan Chock No.:2. 3 S Z_ Project: 1 Ce ( ( 5- 08 •2 (3) No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. REQUIRED INSPECTIONS 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be Inspected by that agency, including all gas piping (296 - 4722). 6) Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be Inspected by that agency (277 - 7272). 9 All mechanical work shall be under separate permit through the City of Tukwila. L::/ All permits, inspection records, and approved plans shall be posted at the Job site prior to the start of any construction. 6. 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 and permit number of the project being Inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high - strength bolting to be special inspected (Sec. 306, UBC). 5 Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 0 Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. 13. Engineered truss 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. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department Inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractors responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 20. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. 22. All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. 2 Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 25. A Certificate of Occupancy will be required for this permit. City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #91 -352 (513) Gary L. VanDusen, Mayor September 18, 1991 Re: Boeing Company Building #9 -08.3 (Phase II) - -94e5 East Marginal Way South Dear Sir: 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, 10 B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) (UFC 10 -1 (3 -1)) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.6), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.6) (UFC 10.301) 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 10.301) 2. Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 10.402(a). Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) Exit signs shall be installed at required exit City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 Gary L. VanDusen, Mayor doorways and where otherwise necessary to clearly indicate the direction of egress. Signs shall be of a contrasting color with the surrounding area and shall have letters not less than six inches high with a minimum letter width of 3/4 ". (UBC 3314) (UFC 12.108) (Exit signs and hardware should be installed to discourage all occupants from using door #337) 3. Maintain sprinkler protection for all enclosed areas. (NFPA 13, 4- 1.1.1) (UFC 10.302) All sprinkler drawings shall be prepared by companies licensed to perform this type of work. Drawings shall first be approved by the Washington Survey & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Tukwila Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1528 & NFPA 13, 1 -9.1) (UFC 10.305) Ignition sources (such as roll -up door motors) and combustible material located above the ceiling must be provided with sprinkler protection. (UFC 10.302) The area enclosed by the raised floor must contain no combustible material except plenum rated signal wire or be protected in manner acceptable to . the fire marshal. 4. All required occupancy separations, area separation walls, and draft -stop partitions shall be maintained and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.401) Walls and ceilings of corridors serving an occupant load of 30 or more shall be not less than one -hour fire resistive construction. (UBC 3305(g)) (UFC 12.105(a)) Page number Yours truly, City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 fire - resistive or shall be treated to be fire - resistive, so as to result in a flame- spread rating as required by UFC Appendix VI -C tables 42A and 42B. A certificate of the flame spread rating is required to be delivered to the Tukwila Fire Department. (UBC 4204) (UFC 10.401) The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd Gary L. VanDusen, Mayor 'DATE 4 -. f / --- TYPE OF REVISION: CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 (206) 433 -1851 * *REVISION SUBMITTAL ** J PROJECT NAME ADDRESS g50.7.2 4" . :;1 0j • " " /G- r CONTACT PERSON / ARCHITECT OR ENGINEER / %�11.44_, • PERMIT NUMBER (If previously issued) PLAN CHECK NUMBER crry SEP • 1 't`,J.. PE iivll r CENTER EiR PHONE SHEET NUMBER (S) - /,- 4/ "Cloud" or highlig t all areas of revisions and date revisions. TYPE OF REVISION: * * REVISION SUBMITTAL * * DATE k PROJECT NAME -P-6 ADDRESS , CONTACT PERSON ARCHITECT OR ENGINEER PERMIT NUMBER PLAN CHECK NUMBER 9/ 35;2- CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 SHEET NUMBER(S) , / 3_6? "Cloud" or highlight all areas of revisions and date revisions. SUBMI'I'1 TO: /(/ 2 ,,/may y-odv , s (If previously Issued) PHONE �,7 69 9. RECEIVED CITY OF TUKWILA SEP 0 3 1Syi PERMIT CENTER MEMO TO: FILE 91 -352 FROM: R.S.B. DATE: September 9, 1991 SUBJECT: PHONE CONV. WITH STAN CRUSE, B.E & C. BOEING SPOKE TO STAN CRUSE REGARDING MY LETTER OF 6SEPT91 IN WHICH I REJECTED THE PROPOSAL TO MAKE ALLOWANCE FOR FIXED COMPUTER EQUIPMENT WHEN CALCULATING OCCUPANCY LOADS. TO RESOLVE, THE PROBLEM OF EXITING THE COMPUTER SPACES THROUGH ONE DOOR, A SECOND DOOR FROM ROOM 337A , WILL BE INSTALLED. THIS WILL PROVIDE EXITING FOR TWO OF THE THREE ROOMS THAT ARE OCCUPIED. REVISIONS ARE TO FOLLOW. September 6, 1991 Siricer. Mr. Terry Bennett Permits Administrator Boeing Company P.O. Box 3707, M/S 46 -87 Seattle, WA Ro ert Bene icto, Sr. Plans Examiner CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT RE: Plan Review # 91 -352, Bldg. 9 -08.3, Phase 2. Dear Mr. Bennett: The occupancy load analysis for room 337, 337A, 337B, & 337C follows: Room 337 2166 SF / 100 = 22 occ. Room 337A 652 SF / 100 = 6 occ. Room 337B 88 SF / 100 = 1 occ. Room 337C 462 SF / 100 = 5 occ. Total = 34 occupants Required to exit through door marked 337. The required exiting for this area must be design based upon this minimum number of occupants. A review of the I.C.B.O. interpretations manual indicates that the loccupancy load factors as listed in Table 33 -A, takes into account the fact that these areas will also accomodate furniture and other fixtures, in addition to the occupants. The only condition where an alternate means of determining occupant loads is allowed, is a situation where fixed seating is installed. Consequently, unless such is the case in the subject area, the exiting requirements must be determined based on an occupancy load as determined above. If you have any questions or wish to discuss this matter further, please feel free to call me. BUILDING DIVISION August 28, 1991 L- 6210 -TLB -179 Dear Mr. Benedicto: Boeing Defense & Space Group Military Airplanes Division P.O. Box 3707 Seattle, WA 98124 -2207 Robert Benedicto, Plans Examiner City of Tukwila 6200 Southcenter Boulevard Tukwila, Washington 98188 Subject: Building 9 -08.3 Phase 2, Plan Check Number 91 -352 Reference: Letter #91 -352, dated August 26, 1991, to T. L. Bennett from R. Benedicto, same subject The following are our responses to your listed comments: 1. Our calculations indicate the total occupant load for rooms 337, 337A, 337B, and 337C to be +32 occupants, based on Table 33 -A of Uniform Building Code (UBC), which is for a completely open tenant area. Please refer to enclosed Exhibit A, which indicates the layout of fixed computer equipment. In the past we have been able to deduct the area of this equipment from the open areas to determine the exact available space for occupant loading. We can assure you that there will be far less than 30 occupants for these rooms. Please let us know if our interpretation is correct. 2. Enclosed are copies of Sheet A -38B which contains detail 4, showing the wall penetrating the raised access floor, as do all our one hour rated wall types (true floor to true ceiling). CITY OF TUKWILA SEP p 3 1851 PERMIT CENTER Page 2 Robert Benedicto L- 6210 -TLB -179 Please call if you have any further questions. Sincerely, ASFASrEZAW Terry L. Bennett Permits Administrator L -6210 46 -87 544 -2975 Enclosures: A. (2) Copies Exhibit A, Computer Rooms, Layouts B. (2) Stamped and Signed Copies A -38B CC: M. Ancich 4H -07 S. Cruse 6Y -73 G. Cultum 6Y -73 CIT y pF E VED UKwILA Si:N 3 ra,i PERMIT CENTER 1 f PREPARED BY: ROBERT BENEDICTO CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT \! BUILDING DIVISION PLAN REVIEW NO. 91-352 CONTACT: TERRY BENNETT PROJECT: BOEING 9 -08.3 PHASE 2 ADDRESS: August 26, 1991 The following corrections and /or clarifications are required to complete the plan review. Please respond to the listed comments in . itemized letter form, and submit two copies of corrections or additional information developed. 1. ROOMS 377, 377A, 377E AND 377C, SUPPORT AN OCCUPANT LOAD (PER TABLE 33 -A) SUCH THAT TWO EXITS ARE REQUIRED. THE PROPOSED SPACE PLAN FOR THIS AREA REQUIRES THAT ALL OCCUPANTS EGRESS THROUGH DOOR 337. PLEASE REVIEW SPACE PLAN AND PROVIDE FOR TWO EXITS, OR PROVIDE A PLAN THAT WILL NOT REQUIRE THAT ALL OCCUPANTS EXIT VIA DOOR 337. 2. PROVIDE DETAIL MARKED 4/A -38B, TO QUALIFY THE REQUIREMENT OF A ONE HOUR FIRE RATED CONSTRUCTION. FOR THE PROPOSED CORRIDOR EXTENTION. OCCUPANCY LOAD: * D.C.D - BUILDING DIVISION * PLAN REVIEW * PLAN REVIEW: 91 -352 PROJECT NAME: BOEING 9 -08.3, PHASE 2 DATE: August 26, 1991 OCCUPANCY GROUP: B -2, OFFICE USE TYPE OF CONSTRUCTION: II -F.R., WITH AUTO FIRE SPRINKLER LOCATION ON PROPERTY: N /C, T.I. LOCATED ON THIRD FLOOR BUILDING HEIGHT /NO OF STORIES: 5 FLOOR AREA: N/C (253,832 GSF) AREA DEVELOPED BY NEW WORK: COMPUTER ROOM 337C 462/100 = 5 COMPUTER ROOM 337A 762/100 = 8 DATA ROOM 337B 88 /100 = 1 COMPUTER ROOM 337 2185/100 = 22 TOTAL 36 EXITING REQUIREMENTS: OCCUPANT LOAD 36 > 30 THEREFORE TWO EXITS ARE REQUIRED TO SERVE THIS AREA. PROPOSED PLAN WOULD HAVE ALL OCCUPANTS EGRESS THROUGH DOOR 337. N /G. NEED TWO EXITS PER TABLE 33A. CONTACT APPLICANT. REFER REVISION REQUEST. DETAILED REOUIREMENTS: TYPE OF CONSTRUCTION: NEED ADDITIONAL DETAIL TO QUAIFY EXTENTION OF CORRIDOR WALL AS ONE HOUR CONSTRUCTION FROM FLOOR TO STRUCTURE ABOVE, DETAIL CUT ON PLAN BUT NO SUCH SHEET OR DETAIL HAS BEEN PROVIDED. OCCUPANCY REQUIREMENTS: N /C. O.K. CHAPTER 23, REQMTS. N /C. O.K. 51 -10 WAC, N /C. ACCESS REMAINS O.K. WSEC. REQMTS. N /C. O.K. TRANSMIT CORRECTION REQUEST TO TERRY BENNETT 26AUG91 0 -1 1 - 0, e 6 (4 4 7,044:26( SL4AA .e,ptz&I.J24 leovh 4V6t cIA'al47/ I illllil (�IIIIlI1111IIltIfIIIIlllll IIIfII�Illll1lllllii�1lli (IIIII1IIII IIIIII�I I III11I RECORD DRAWINGS PHASE I F-22 AVIONICS REMODEL PHASE 2 F -22 AVIONICS REMODEL BELLEVUE RENTON '.' 109 No SCALE APPROVED DATE REV I g ioN OEiNG DEVELOPMENTAL CENTER 9725 EA T MARGINAL WAY SOUTH SEATTLE, WASHINGTON 98108 KING COUNTY AIRPORT, OFFICE CENTER (FAA) OXBOW LOT FROM SEATTLE — TACOMA °AIRPORT FROM DOWNTOWN SEATTLE TERM 8 I NAL 12E /0 % ) "P.,!AWW:tt7W. X',VW , ,,�,/ / / .. : BUILDING LOCATION 0 AUBURN WA . 98002 0 BELLEVUE , WA . 98007 0 EVERETT , WA . 98201 ❑ KENT WA . 98031 L`] PORTLAND, OR . 97220 D RtNTON , WA . 98055 !i SEATTLE , WA . 98124 SITE PLAN REGISTERED A . IIT GORGE GULTUM sTArE OF WfSttttlrru ACCEPTA9iLITY TFI I s DESIGN A N D / O R -- -- SI'EC I F I cAt ION I S API'ROVto klIOROWN APPROVED BY DEp DATE S • CRUSE CHECKED LAND USE CODE BUILDING CODE OCCUPANCY GROUP CONSTRUCTION TYPE LOCATION ON PROPERTY FLOOR AREA (ACTUAL) BUILDING HEIGHT: STORIES: OCCUPANT LOAD: OFFICES I /IOO SF MECH /STOR 1/300 SF OTHER 1 /100 SF = PARKING REQUIREMENTS = GROSS BUILDING AREA MINUS MECHANICAL STAIR, AND ELEVATOR SHAFTS GROSS AREA 253,832 S.F. SHAFTS AREA II;450 S;F, NEC AREA FOR PARKING ..242,382 S.F. 242,382 S.F./ 200 S.F. PER CAR — ,1212 CARS REQUIRED HANDICAP STALLS REQ = 4 ( .., M HANDICAP UIRED IN TOTAI. = 14 4'FIRST 200, 1 PER 100 AFTER) STALLS PROVIDED: 9 - 08 OFFICE BUILDING(NEW) = 1212 (14 HANDICAP) 9-77 RANGE BUILDING (EXISTING) = 120 CARS (4 HANDICAP) HANDICAPPED REQUIREMENTS FIRE PROTECTIONS SEPARATION EXTERIOR WALL (NON - BEARING) INTERIORWALLS ' cNON — BEARING) INTERIOR WALLS (BEARING) STRUCTURAL FRAME FLOORS STAI'RS ,ENCLOSURES SHAFT ENCLOSURES ELEVATOR SHAFT CORRIDORS ROOF ROOFING CONSTRUCTION SEISMIC ZONE 3 DESIGN LOADS: ROOF No SCALE FLOOR CODE SUMMARY — SNOW LIVE Check approvals are Plan royal e I understand that th heck e omissions a nd approval aof s � l bject t0 errors a. violation o not authcrixe the Receipt of con - plans does or ordinance adopted code ved p'an tedged. tractor's copy of a permit No. M-2 (HEAVY INDUSTRY) I988 UBC B -2 OFFICE /FACTORY II -F,R. SEPARATION 60 FEET BUILDING FOOTPRINT BUILDING GROSS FIRST FLOOR SECOND FLOOR THIRD FLOOR FOURTH FLOOR FIFTH FLOOR PENTHOUSE 93 FT 5 FIRST FLOOR 340 SECOND FLOOR 419 THIRD FLOOR 419 FIFTH F 419 FOURTH F LOOR 41 AUG 2 1 1991 PERMIT CENTER COVER SHEET OFFICE (LIVE) — DEAD — MECH & STOR STAIRS & CORRIDOR - 8o MPH RECEIVED CITY OF TUKWILA . BARRIER • FREE FULLY AUTOMATIC — OUT F/S CLASS HR. •UNPROTECTED ['HOUR 2 HOUR 2. HOUR • 2 HOUR 2 HOUR 2 HOUR • 2 HOUR HOUR I HOUR FIRE RETARDANT: CLASS A (FM •CLASS I)• (MINIMUM ALL 'SIDES) 50,207 SF 253,832 SF 50,0I2 SF 50,207 SF 50,267 SF 50,207 SF 50,207 SF 2,992 SF 25 PSF WHICHEVER IS GREATER 20 PSF 100 PSF 20 PSF (PARTITION) 125 PSF 106 PSF EXPOSURE C I' I�ll '�I 1 111 1 1 1 1II 1 1 r1, II111�h t1frIlillll�i�l lil'�111i11 f I I 6J 622GOI DRS /O8 15.91/09 : 5 INCLUDE IN SET RECORD DRAWINGS GENERAL COVER SHEET INDEX OF DRAWINGS INDEX Or DRAWINGS INDEX OF DRAWINGS OVERALL SITE PLAN APPROVED SCC ` GC DS SCC GC DS GC DS DRAWING'TITLE SITE PLAN (SOUTH HALF) SITE PLAN (NORTH HALF) UTILITIES PLAN (SOUTH HALF) UTILITIES PLAN (NORTH HALF) SITE SECTIONS AND DETAILS SITE SECTIONS AND DETAILS SITE SECTIONS AND DETAILS OFFSITE SANITARY SEWER "PLAN GENERATOR AND FUEL TANK PADS (TRUCK WELL AND COMPACTOR PAD DUCTBANK PROFILES DUCTBANK PROFILES SEATTLE CITY LIGHT VAULTS AND PADS SEATTLE CITY LIGHT STANDARD DETAILS PAVEMENT MARKING PLAN DEMOLITION PLAN (SOUTH HALF) DEMOLITION PLAN (NORTH HALF) OFFSITE STORM SEWER PLAN & SECTIONS GRADING, PAVING & LAYOUT AT ENTRANCE COUR DETAILS LANDSCAPE `IMPROVEMENTS L -4 ILANDSCAPE`'IMPROVEMENTS e 109-008-1000-M2 M -2 I R R I G A T I O N PLAN ARCH 9.'08 -A I 0 A-01 BUILDING FIRST FLOOR PLAN 9.08 -A02 A -02 `BUILDING SECOND FLOOR PLAN t 908 -A03 A -03 BUILDING THIRD FLOOR PLAN 9 08-A04 A -04 BUILDING FOURTH FLOOR PLAN 9.08 -A05 A 05 BUILDING FIFTH FLOOR PLAN 9.O8 -A06 A -06 FIRST FLOOR - PLAN A 9.08 -AO6A A -06A DOOR AND ROOM FINISH SCHEDULES 9.O8 -A07 A -07 FIRST FLOOR - PLAN `B 9.08 -AO7A A -07A DOOR AND ROOM FINISH SCHEDULES 9.08 -A08 A -O8 FIRST FLOOR - PLAN C 9 -AO8A A -08A DOOR AND ROOM FINISH SCHEDULES 9 -A09 A -09 SECOND FLOOR - PLAN A 9.08 -AO9A A -09A DOOR AND ROOM FINISH SCHEDULES 9.08 -AI0 A -IO SECOND FLOOR -PLAN B 9 °. 08 -A I OA A- I OA DOOR AND ROOM FINISH SCHEDUL` ES 9 - All A -II SECOND FLOOR - PLAN C 9 08-A I I A A- I I r', DOOR AND ROOM FINISH SCHEDULES ® 9.08- Al2 A -12 THIRD FLOOR - PLAN A 9.08 -AI2A A -12A DOOR AND ROOM FINISH SCHEDULES 9 08-A 13 A-13 1 TH I RD FLo�OR - PLAN B 9.08 -AI3A A -I3A DOOR AND ROOM FINISH SCHEDULES 9 -AI4 A -14 THIRD FLOOR - PLAN C 9 05 -A 14A A- 14A DOOR AND ROOM FINISH SCHEDULES 9.08 -AI5 A -15 FOURTH FLOOR PLAN A 9:08 -AI 5A A�-15A DOOR AND ROOM FINISH SCHEDULES 9.O8 -AI 6 A -16 FOURTH FLOOR - PLAN B 9.O8 -AI6A A -IBA DOOR AND ROOM FINISH SCHEDULES 9 08-A17 A -17 FOURTH FLOOR - PLAN C 9.08 -A, 17A A-17A DOOR AND ROOM FINISH 'SCHEDULES 9.08 -A18 A -18 FIFTH FLOOR - PLAN A 9.08 -AI8A A -ISA DOOR AND ROOM FINISH SCHEDULES 9 08-A19 A-19 FIFTH FLOOR - PLAN B A -19A DOOR AND ROOM FINISH SCHEDULES 9.08 -A20 A -20 FIFTH FLOUR - PLAN C 9 -A20A A -?OA DOOR AND ROOM FINISH SCHEDULES iNpgx DRAWINGS SHEET NO." DRAWING TITLE INCLU DRAWING NO SHEET NO IN SET A - -38 EXTERIOR WALL DETAILS A -38B M I S C . DETAILS A -380 M ISC DETAILS A -39 'EXTERIOR WALL DETAILS A -43 REFLECTED CEILING PLAN - SECOND FLOOR A A -44 REFLECTED CEILING PLAN SECOND FLOOR B Y A -45 REFLECTED CEILING PLAN - SECOND FLOOR C LA47 A -46 REFLECTED CEILING PLAN THIRD FLOOR A REFLECTED CEILING PLAN - THIRD FLOOR B A -48 REFLECTED CEILING PLAN - THIRD FLOOR C A -49 REFLECTED CEILING PLAN - FOURTH FLOOR A A -50 REFLECTED CEILING PLAN- FOURTH FLOOR B A -5I REFLECTED CEILING PLAN FOURTH FLOOR C A -52 REFLECTED CEILING PLAN - FIFTH FLOOR A A-53 REFLECTED CEILING PLAN - FIFTH FLOOR B A -54 REFLECTED CEILING' PLAN - - 'FIFTH'FLOOR C A -55 SOUTH LOBBY PLAN A -55B VTC ROOM FLOOR PLAN A -56 LOBBY SECTIONS A -56B VTC ROOM SECTIONS A -57 SOUTH LOBBY PLAN A -57B VTC ROOM REFLECTED CEILING PLAN A -58A LOBBY DETAILS A -58B LOBBY DETAILS A -58C LOBBY DETAILS A -58D VTC ROOM ELEVATIONS A -58E LOBBY DETAILS A-21 I FINISH MATERIAL SCHEDULE, DOOR TYPES AND DETAILS A -22 DOOR DETAILS A -22B ACCORDIAN FOLDING FIRE DOOR AND POCKET DETAILS A -22C 'PARTIAL `ENLARGED 'PLANS AND ENLARGED CLG. DATE ARCHITECTURAL PENTHOUSE PLANS AND DETAILS PENTHOUSE PLANS AND DETAILS PARTIAL ENLARGED PLANS AND ENLARGED CLG. PLANS = `FIFTH FLOOR ROOF DETAILS A -24B PARTIAL ENLARGED'PLAN' AND `ENLARGED CEILING PLAN A -25 NORTH ELEVATION A -26 EAST ELEVATION A -26B DOOR DETAILS A -27 SOUTH'' ELEVATION A -27B DOOR DETAILS A -28 WEST ELEVATION A -29 BUILDING SECTION A A -30 BUILDING SECTIONS B AND C A -30B CABINET ELEV. AND WALL DETAILS A -31' EXTERIOR WALL SECTIONS A -3 I B INTERIOR 'ELEVATIONS A -32 (EXTERIOR WALL SECTIONS A -328 WALL DETAILS A--32C WALL DETAILS A -33 EXTERIOR WALL SECTIONS A -34A EXTERIOR WALL DETAILS A -34B EXTERIOR WALL DETAILS A - -34C EXTERIOR WALL DETAILS A -34D EXTERIOR WALL DETAILS A -34E INTERIOR WALL DETAILS A -35A WALL DETAILS A -35B WALL DETAILS A -35C CABINET SECTIONS AND DETAILS A -35D 'CABINET SECTIONS AND DETAILS CONFERENCE ROOM CABINET PLAN AND SECTIONS SCREEN BOARD PARTITION DETAILS 9.08-A59B 9.08-A60 9.08 -A60B 9 08 -A6IB 9.08-A6? 9.08 -A62B 9.08-A64 9 08 -A70B 9.0 8 -RF 4 9.08 -RF5 9.08 -RFiI 9.08 -RFI2 08 -AS03 0 AUBURN , VVA . 98002 0 BEL_LEVUE , WA . 98007 ED EVERETT , WA 98201 ENT , WA 98031 Q PORTLAND , OR , 97220 O RENTON , VIA , 98055 ® SEATTLE, WA. 981 24 A -60 A -fiOB A -61 A -61B A -62 A -fi26 A-63 A -64 (STAIR 3 SECTION AND DETAILS A--65 STAIR 4 AND 5 PLANS A -66 STAIR 4 AND 5 SECT I ONS A--68 LOADING DOCK PLAN A -70 TOILET ROOM` PLANS, ELEVATIONS AND DET AILS A -70B MISCELLANEOUS DETAILS A -72 MISCELLANEOUS DETAILS RF--1 RF -2 RF -3 RF- 4 F =9 IDOOR DETAILS AS -02 SIGNAGE SECOND FLOOR PLAN AS -03 SIGNAGE THIRD FLOOR PLAN AS -04 SIGNAGE FOURTH FLOOR PLAN T1: 1073 REGIS AL H VTC ROOM WALL SECTIONS ELEVATOR DETAILS VTC DETAILS VTC ROOM FLOOR FRAMING PLAN STAIR 1 AND 2 SECTIONS AND DETAILS FIRST FLOOR °`PENETRATION `PLAN AND SCHEDULE FIRST FLOOR DETAILS FIRST FLOOR `DETAILS FIRST FLOOR AND MISCELLANEOUS DETAILS SIDING DETAILS ROOF PENETRATION PLAN AND SCHEDULES SC EDL LES �ACCEPTAB I L I TY BY DATE _ R . � K �t�1MERMAN IS bcSIGN AID /UR CNE D TER ED SPECIFICATION BY IS APPROV. DATE f S ROWN IrE T APPROVtD DEPT RUSE ONE RED LTUYI irict ----►� G. � QLTUM APPR• • 1 .___ A II I, ._ 9.08 -S4. 9.08 -S5. 9.08 -S6 9,08 -S7 9. 08 -S8 FOUNDATION PLAN FOUNDATION DETAILS FOUNDATION DETAILS FIRST FLOOR PLAN FIRST FLOOR DETAILS FIRST FLOOR DETAILS MISCELLANEOUS CONCRETE DETAILS S-9 JMISCELLANEOUS CONCRETE DETAILS S -10 BASE PLATE AND ANCHOR BOLT PLAN 5 -II STEEL SCHEDULE S -12 SECOND FLOOR FRAMING PLAN PARTIAL FLOOR FRAMING PLANS SECOND FLOOR SLAB PLAN THIRD FLOOR FRAM PLAN S-13 S -14 S -15 5=16 THIRD FLOOR SLAB PLAN 5 -17 FOURTH FLOOR FRAMING PLAN 5 -i8 FOURTH FLOOR SLAB PLAN S -I9 FIFTH FLOOR FRAMING PLAN S -20 FIFTH FLOOR SLAB PLAN S-21 ROOF FRAMING PLAN S -22 PENTHOUSE FLOOR AND PARTIAL ROOF FRAMING S -23 ROOF SLAB PLAN . S -24 FRAMING ELEVATIONS PLANS S -25 FRAMING ELEVATIONS S-26 FRAM ELEVATIONS 5 -27 GIRT ELEVATIONS S -28 GIRT ELEVATIONS S -29 BASE PLATE AND ANCHOR BOLT DETAILS S -30 BASE PLATE AND ANCHOR BOLT DETAILS 5 FLOOR FRAMING DETAILS S -32 FLOOR FRAMING DETAILS S -33 ROOF FRAMING DETAILS S -34 ROOF FRAMING DETAILS S -2 S -3 S -4 S - 5-6 S -7 "9.08-S35 S -35 BRACING DETAILS 9.08-S36 S -36 BRACING DETAILS 9,08 -S37 S -37 GIRT DETAILS 9.08 -S38 S -38 GIRT DETAILS 9.08 -S39 S -39 GIRT DETAILS 9.08 -S40 S -40 ELEVATOR RAIL SUPPORT DETAILS 9,08 -S41 S - -4I EQUIPMENT SUPPORT DETAILS 9 08 -S42 1 S -42 EQUIPMENT SUPPORT DETAILS 9.08 --S43 S -43 STAIR PLANS 9.08 -S44 5 -44 STAIR DETAILS 9. 08 - -S45 S -45 MISCELLANEOUS DETAILS 9.08 -S46 S -46 MISCELLANEOUS DETAILS 9.08 -S9 9.08-S10 9.08 -SII 9.08-512 9.08 -S I3 9.08 -SI4 9.08 -SI5 9.08 -S16 9.08-S17 9.O8-S18 9,08 -S19 9.08 -S20 DRAWING TITLE LAST REVISION i C 8 91 SY) eot. 6Art Irli('IrI ' T �1 IIIIII1lIli) 51 rlll'I'I'I'Il1Fi ACCEPTABILITY DESIGN ANDJOR APPROVO BY RECORD DRAWINGS PHASE I F-22 A V I O N I C S REMODEL CHANGED ROOM NUMBER PHASE 2 I-22 AV I Ot■I I CS REMODEL FLOOR PLAN 0 AUBURN , WA . 98002 0 E3ELLEVUE WA . 98007 0 EVERETT , WA. 98201 0 KENT , WA 98031 0 PORTLAND OR . 97220 0 RENTON , WA . 98055 NI SEATTLE. WA. 98124 n 1073 REG! RDA A.0 STA1E OF ViAsoi BLDG 9-08.3 RECEIVED an OF TUKWILA AUG 21 '1991 PERMIT CENTER ROOM LEGEND t ENTRANCE VESTIBULE 2. ENTRANCE/CONTROL & ELEVATOR LOBBY 3. EXIT STAIR 4. RESTROOMS 5. PROGRAM SPACE 6. EL ECTR I CAL ROOM 7. TELEPHONE ROOM 8. FRE I GHT ELEVATOR EL EXIT CORRIDOR 10. STORAGE • 11. JANITOR STORAGE CO 12. COFFEE AREA 13. F I BER OPTICS SW I TCH ROOM 14. MECHANICAL ROOM (CO 15. NU I PMENT ACCESS PANEL le. SHAFT - FUTURE ELEVATOR 17. MECHANICAL SHAFT COL A-F/1-20 D.C. weormekard.ratriv ••••••••■••■••marelftkrielowlmarewomeam NOT IN THIS PHASE (CONTRACT ) RECORD 8 . I DRAWINGS 91 BUILDING THIRD FLOOR PLAN SHEET ARCHITECTURAL MASTER 7'8 §1' 86 86662 DRS/08. 16.91/10:5C RECORD DRAWINGS PHASE 'I F--22 AVIONICS REMODEL PHASE 2 22 AVIONICS REMODEL PHASE 2- REVI S I ONE' I: M I SC PHASE 2 PERMIT UPDATE SET PARTIAL DT APPROVED DAIS S CC, GC DS 10.01.90 SCC GC DS 7 15 91 SCC ��CC GC DS 8 ;15.91 GC DS 9. 05.91 GC MA 9.0.91 REVISION SEE SHEET A -06 FOR TYPICAL DETAIL CALL -OUTS REGISTERED STATE OE WASHINGTON' ACCEPTABILITY ►HIS DESIGN AND/GP SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE RAISED FLOOR PERFORATED. PANEL FIRE EXTINGUISHER ALL PARTITION.WALL TYPES LOCATED, BETWEEN GRIDS 'C' AND 'D' OUT NOT ON GRIDS 'C' AND 'D') SHALL BE CONSTRUCTED TO ALLOW FLOOR DEFLECTION. SEE DETAIL I /A--37 FOR TYPICAL CONNECTION TO STRUCTURAL FLOOR'DECK RAISED ACCESS FLOOR SEAMS ARE 12" OFF GRID LINE iN BOTH DIRECTIONS'. MINIMUM WIDTH OF CUT PANEL IS 5 ". DIMENSIONS ARE TO FACE OF STUDS, DEMOUNTABLE PARTITIONS TO FACE OF F'I NI SH. THIRD FLOOR DEMOUNTABLE PARTITION STC45 STC 45 AND PROGRAM PERIMETER. STC 50 AND PROGRAM PERIMETER 50 dB SHIELDING RAISED ACCESS FLOOR: O>- PROVIDE 21 PERFORATED HIGH PRESSURE FLOOR PANELS PER SPECIFICATION 326 - 91186- TS -01 , SECTION 10273,2.05. PROVIDE 5 PERFORATED HIGH PRESSURE FLOOR PANELS PER SPECIFICATION 326 - 91186-- TS -01, SECTION 10273,2.05. PROVIDE 6 PERFORATED HIGH PRESSURE SURE FLOOR PANELS PER SPECIFICATION 32 6 - 91186-JS-01, SECTION 10273,2.05. 4 ` PROVIDE 2 PERFORATED HIGH PRESSURE FLOOR PANELS PER SPECIFICATION 326 -91` 186 -TS- -O I , SECTION 10273,2.'05 PROVIDE (40) I'- 2 "xI'- 2 "xI /4" STL.PLATES WELDED W 3/16" WELD ALL AROUND AND SET IN MASTIC. UNDER EXISTING ACCESS FLOORING PEDESTALS IN AREAS INDICATED FOR BCS COMPUTER EQUIPMENT DESIGNATED A05,A06 & A07. TO BE LOCATED AS COORDINATED AND DIRECTED 3Y BCS & ENGINEER. j ' METAL ON INTERIOR STUDS OF THIS ' ROAM. NOTE ` LOCATIONS TO BE PER, MECHANICAL DRAWINGS OR AS DIRECTED BY ENGINEER, NOT IN THIS CONTRACT DATE REVISION RECORD DRAWINGS PHASE l F--22 AVIONICS REMODEL C, PHASE 22 FAVIONICS REMODEL D PHASE 2- REVISION 1- MISC. E J PHASE 2 PERMIT UPDATE SET 301 ACCESS CONTROL 301A LOBBY 336 OPEN OFFICE 336A CONFERENCE 336B CONFERENCE 337 COMPUTER ROOM 337A COMPUTER ROOM 337B DATA ROOM 337C COMPUTER ROOM 3388 OFFICE 340 OPEN OFFICE 340A OFFICE 340A - -2 OFFICE 3406 OFFICE 340C WORK AREA 340D OFFICE 340E OFFICE _.. 340E WORK AREA 52 CORRIDOR F--5 F -5 F-2 F -2 F- -4 F -4 F -4 F-4 TEL RM TEL RM ELECT RM ELECT RM MEN MEN JANITOR COFFEE NOOK PROGRAM SPACE DELETED -NOT USED STAIR #4 F--2 F-4 F -2 F -5 F - -2 I-2 F -2 F-2 f-2 B -I B- B - -I B -1 B -1 B- I B- I B I B--1 B-I F -8 i B--I B--I F - -5 B -- I F -5 B_ -I F W: 5 B- F-5 B-1 F -9 F3 - -2 F -9 B -2 F-8 B-- F--1 B-1 F -5 - F -5 F -5 B -1 6 - B- I' B -I B.- I B1 B B- I B - -1 W-7-1 W-1 WI B — I W— I C— I W- I W -1 W -1 W-1 W -4 W -4 W -I W-I W--I W -- I W — I C — C— C-3 C -3 C-3 C-3 C-I C-I C-2 C -3 C -3 C -3 C -2 fly SCC GC DS SCC GC DS SCC GC DS SCC GC DS GC MA 9.9.91 W " W -I w. I W-1 W -I w-- I W -I W W-I W -I/6 W -6 W-6 W -I W -.I W -I B -I W -I W- I B-1 W-I W- I B-1 W- W -I B -1 TW --i W- i B- - -1 W-! W -I B-1 W - -I W -I B -I W -I W-I B -1 'w -- I _ W -I B -I W -I w - I B -I W -I W - I/ 6 B - W -I /6 W -.I 13 -I W i W -I /6 B -1 W -I W-1 B -I W -6 W B -- I W -6 W-6 8 -1 � W -6 W -6 B- I W - -6 W-6 B-I W- B--1 W -1 C- I C- I C -I C -I C -1 C--I C- I C -I C- I C -I C -I C-I C -I C- I C- I 1 C C -- C -1 9 , - 9' -0" 9' -0" 9 -0" 9 . - 9' -0 9' -0" 9' -0" 9' - o" 9' -0" 9 , -0 " 9' -0» ENLARGED MATERIAL DATE NOTES TL 1073 APPROVED BY 'ACCEPTAB, L I TY THIS DESIGN AND /DR SPECIFICATION IS APPROVED DEPT. 3 , 4 - y , _ , x 7 � W(M)OD PA. 37A 4 3386 3- i x 7' --0" r 340A -I 3' -O x 7' -0,+ WOOD FF 340A -2 3' -0" x 7' -0" F WOOD FF 340A -3 3' -0" x 7' -0 F WOOD FF 3408 -1 3' -0" x 7 -0 F WOOD FF 340D 3'-0" x 7'--0" F WOOD ` FF 340E 3' -0" x 7' -0" F WOOD FF 352A -I 3'-0" x 7'-0" F WOOD FF 20 MIN DOOR SCHEDULE lafT DOOR SIZE TYPE TI-ENS MAT FINISH 302 PR 4 ' --0"'^ X 7' - 'F I 3/4'� WOOD F F 304 3 1_ 0 " x 7' -0" F 13/4" HM PAINT 305 3' -0" x 7 - _ 0 „ F 13/4„ HM PAINT 306 31-0" x 7' -0" F 1 3/4" WOOD FF 307 3' -0" x 7' - - 0 F I 3/4 WOOD 1=F 308 3 7 ' -0 N i //4"4: WOOD F F 309 3 X 71-0" N I 3„ WOOD F:F 3 I0 3' -0 x 7' -0 F I '3/4 WOOD ` FF 335 PR 3' -0 X' 7' -i "F 1 3/4" WOOD FF 335A PR 2' `F i 3/4" WOOD FF 37: -0,, x ' - " TARK Ft. HM R RUSF ' TUM_ 337E 3' -0" x 7' -0" FA 1 3/4' FINISH RATING FRAME 20 MIN PAINT 20 MIN. PAINT PAINT PAINT PAINT PAINT PAINT FF PAINT PAINT PAINT PAINT GLASS RATING - 20MIN 3/A -26B 3/A -268 1 • 3/A -26B 3/A -26B 38 2/A -26B` 2 /A -26B 3/A -26B 3/A 26 3/A --23B 3/A -268 I 3/A -26B 3/A -268 32 I /268 I /A -26B FRAME 5 A22. 5/A22 5/A22 5/A22 5/A22. 5/A22 5/A22 5/A22 5/A22 5 A22 SEE ` NOTE 5 DETAILS HEAD JAMS SILL 2/A -266 2A-268 7 /A- 7B 2/A --26B 2/A -26B 6/A --27B 3/A -268 3/A -2C3 I /A -26B 1/A --268 7/A -276* 3/A -26B 3/A -268, 3/A -26B 3/A -266 - FRAME I HDWE FINISHIGROUP PAINT 28 PAINT 5A PAINT 5A PAINT 5 2A PAINT. 5 2A PAINT 7 2C PAINT 7 2C PAINT 5 2A PAINT 13 PAINT 29 7 NO 1- TE I 3 NOTE RECORD DRAWINGS STC 45 STC 45 RELOCATED TO 340A- *SIM. 7 REMOVE & STORE REMOVE & STORE REMOVE & STORE DR /O©. 1 0.91 RQOM`FINISH NOTES: I. WHER COL NS OCCUR I N ROOMS, THEY SHALL ` BE FINISHED WITH GWB AND - PAINTED UNLESS OTHERWISE NOTED. ------- --_•.W ■■•■•■••••■ F— I F -2 F -3 F -4 F--5 F-6 F - -7 F-8 F-9 F -10 HEAD 'I NG CARPET RAISED ACCESS, TYPE RAISED ACCESS, TYPE II RAISED ACCESS, TYPE II CONCRETE CONCRETE RESILIENT TILE SHEET VINYL CERAMIC T I L E _ FIBERGLASS RAISED FLOOR - WALL_ -- W -I GYMSUM WALLBOARD (GWB) W -IA GYMSUM WALLBOARD (GWB) W- GYMSUM WALLBOARD (GWB) W-3 SI- `IELDING - 50DB W--4 CERAMIC' TILE W -5 SHIELDING W -6 DEMOUNTABLE PARTITION NOTE: ALL CONCRETE AREAS IN PROGRAM AREAS TO RECEIVE SEALER TYPICALLY, 5EAP FACILITIES DEPARTMENT FINISH FF CARPET TILES CARPET TILES HIGH PRESSURE LAMINATE SEALER FF FF FF FF:CARPET PA I NT EPDXY PAINT - -T PAINT -� FF ANFCHOIC MATERIAL FF O AUBURN, 0 BELLEVUE O EVERE TT O KENT, 0 PORTLAND O RENTON, SEATTLE, r 1 r 1 f i 1'i i 1 i i I ' I I .. I , -Tl 1 I :� � � I � I '1 � L . � I � i � � ) 21 1 41 1 i CT i ii i 6 [lili iIliIiii !!!!i!!!! IiIEfi I� �h!!� �!!!IlI� ��IIIliri ;iiI1rI d!i'I - iIFft I OWNER FURNISHED, CONTRACTOR INSTALLED (O.F.C.I ANTI -- STATIC, O.F.C.I , NON - CONDUCTIVE, 0 F.C.I NO PAINT F I R E TAPE ONLY SPECIAL CONSTRUCTION, SEE SHT XX VINYL COVERING IlIIIIIII 11�IIIIII No.i8 40' p'm ��IIII�! Iiillii�i l�I�III4! 1!i!!lIII DOOR SCHEDULE NOTES: DOOR HAS REMOVEABLE CENTER ,IAMB. 2 . THRESHOLD 2A = I /A--21 2E = 5/A-2I DETAILS: 28 = 2/A -21 2F - 6/A -21 2C = 3 /A -2I 2G = 7 /A• -2I 2D = 4/A -2 I 2H = ' 8/A-2I 3 . 3A = SEE DETAILS 2,10/A-228 3B = SEE DETAILS II,12 /A -22B 3C = SEE DETAILS 3,4,6,7/A -22B 3D = SEE DETAILS 8,9/A-226 3E = SEE DETAILS' I,7 /A -22B 3F = SEE DETAILS 3/A -22 3G = SEE DETAILS 4/A -22 3H = SEE DETAILS 7/A -22 4 . SEE SPECIFICATION 326-86062-TS-01. 5. SEE SPECIFICATION 326- 86062-- TS-05 6.•FF I- N''DOOR FINISH COLUMN INDICATES FACTORY FINISH. 7 ALL DOORS ARE I 3/4" THICK UNLESS OTHERWISE NOTED, 8, RELOCATED DOOR PROVIDE NEW FRAME TO FIT PARTITION TYPE, 9. REMOVE AND STORE AS DIRECTED BY OWNER. I0. PROVIDE HEAVY DUTY HASP FOR S & G PADLOCK, SEE SPECIFICATION 326 - 91186- TS - -01 BE &C ENMEER8 ` THIRD FLOOR - PLAN A DOOR AND ROOM FINISH SCHEDULES ARCHITECTURAL MASTER EJLDG 9.08 COt. '322A PA ALL _DOORS DOOR TYPES ARE SHOWN ON SHT, A -2I. HM = HOLLOW METAL FF =, FACTORY F I N I S H DOORS ARE NUMBERED WITH THE SAME NUMBER OF THE ROOM OR AREA THAT THE DOOR SWINGS INTO THE SECOND DOOR THAT SWINGS INTO. AN AREA HAS THE SAM NUMBER, BUT 11 IS FOLLOWED BY THE LETTER A, (EG 206A), THE THIRD BY LETTER B, ETC. DOOR FRAMES HUNG WITH LABELED DOORS SHALL ALSO BE LABELED WITH THE SAME`RAfING. DOORS ARE 6" FROM CORNER UNLESS NOTED OTHERWISE. CITY SET 1 1 • PERWi C:E_NT E3 C -I B -I RESILIENT r Fr FACTORY FINISH (Fr) B -2 CERAMIC TILE FF C-3 OPEN TO STRUCTURE ABOVE EXPOSED FIREPROOFING C -4 SHIELDING 50DB REVISION RECORD DRAWINGS PHASE l F--22 AVIONICS REMODEL C, PHASE 22 FAVIONICS REMODEL D PHASE 2- REVISION 1- MISC. E J PHASE 2 PERMIT UPDATE SET 301 ACCESS CONTROL 301A LOBBY 336 OPEN OFFICE 336A CONFERENCE 336B CONFERENCE 337 COMPUTER ROOM 337A COMPUTER ROOM 337B DATA ROOM 337C COMPUTER ROOM 3388 OFFICE 340 OPEN OFFICE 340A OFFICE 340A - -2 OFFICE 3406 OFFICE 340C WORK AREA 340D OFFICE 340E OFFICE _.. 340E WORK AREA 52 CORRIDOR F--5 F -5 F-2 F -2 F- -4 F -4 F -4 F-4 TEL RM TEL RM ELECT RM ELECT RM MEN MEN JANITOR COFFEE NOOK PROGRAM SPACE DELETED -NOT USED STAIR #4 F--2 F-4 F -2 F -5 F - -2 I-2 F -2 F-2 f-2 B -I B- B - -I B -1 B -1 B- I B- I B I B--1 B-I F -8 i B--I B--I F - -5 B -- I F -5 B_ -I F W: 5 B- F-5 B-1 F -9 F3 - -2 F -9 B -2 F-8 B-- F--1 B-1 F -5 - F -5 F -5 B -1 6 - B- I' B -I B.- I B1 B B- I B - -1 W-7-1 W-1 WI B — I W— I C— I W- I W -1 W -1 W-1 W -4 W -4 W -I W-I W--I W -- I W — I C — C— C-3 C -3 C-3 C-3 C-I C-I C-2 C -3 C -3 C -3 C -2 fly SCC GC DS SCC GC DS SCC GC DS SCC GC DS GC MA 9.9.91 W " W -I w. I W-1 W -I w-- I W -I W W-I W -I/6 W -6 W-6 W -I W -.I W -I B -I W -I W- I B-1 W-I W- I B-1 W- W -I B -1 TW --i W- i B- - -1 W-! W -I B-1 W - -I W -I B -I W -I W-I B -1 'w -- I _ W -I B -I W -I w - I B -I W -I W - I/ 6 B - W -I /6 W -.I 13 -I W i W -I /6 B -1 W -I W-1 B -I W -6 W B -- I W -6 W-6 8 -1 � W -6 W -6 B- I W - -6 W-6 B-I W- B--1 W -1 C- I C- I C -I C -I C -1 C--I C- I C -I C- I C -I C -I C-I C -I C- I C- I 1 C C -- C -1 9 , - 9' -0" 9' -0" 9 -0" 9 . - 9' -0 9' -0" 9' -0" 9' - o" 9' -0" 9 , -0 " 9' -0» ENLARGED MATERIAL DATE NOTES TL 1073 APPROVED BY 'ACCEPTAB, L I TY THIS DESIGN AND /DR SPECIFICATION IS APPROVED DEPT. 3 , 4 - y , _ , x 7 � W(M)OD PA. 37A 4 3386 3- i x 7' --0" r 340A -I 3' -O x 7' -0,+ WOOD FF 340A -2 3' -0" x 7' -0" F WOOD FF 340A -3 3' -0" x 7' -0 F WOOD FF 3408 -1 3' -0" x 7 -0 F WOOD FF 340D 3'-0" x 7'--0" F WOOD ` FF 340E 3' -0" x 7' -0" F WOOD FF 352A -I 3'-0" x 7'-0" F WOOD FF 20 MIN DOOR SCHEDULE lafT DOOR SIZE TYPE TI-ENS MAT FINISH 302 PR 4 ' --0"'^ X 7' - 'F I 3/4'� WOOD F F 304 3 1_ 0 " x 7' -0" F 13/4" HM PAINT 305 3' -0" x 7 - _ 0 „ F 13/4„ HM PAINT 306 31-0" x 7' -0" F 1 3/4" WOOD FF 307 3' -0" x 7' - - 0 F I 3/4 WOOD 1=F 308 3 7 ' -0 N i //4"4: WOOD F F 309 3 X 71-0" N I 3„ WOOD F:F 3 I0 3' -0 x 7' -0 F I '3/4 WOOD ` FF 335 PR 3' -0 X' 7' -i "F 1 3/4" WOOD FF 335A PR 2' `F i 3/4" WOOD FF 37: -0,, x ' - " TARK Ft. HM R RUSF ' TUM_ 337E 3' -0" x 7' -0" FA 1 3/4' FINISH RATING FRAME 20 MIN PAINT 20 MIN. PAINT PAINT PAINT PAINT PAINT PAINT FF PAINT PAINT PAINT PAINT GLASS RATING - 20MIN 3/A -26B 3/A -268 1 • 3/A -26B 3/A -26B 38 2/A -26B` 2 /A -26B 3/A -26B 3/A 26 3/A --23B 3/A -268 I 3/A -26B 3/A -268 32 I /268 I /A -26B FRAME 5 A22. 5/A22 5/A22 5/A22 5/A22. 5/A22 5/A22 5/A22 5/A22 5 A22 SEE ` NOTE 5 DETAILS HEAD JAMS SILL 2/A -266 2A-268 7 /A- 7B 2/A --26B 2/A -26B 6/A --27B 3/A -268 3/A -2C3 I /A -26B 1/A --268 7/A -276* 3/A -26B 3/A -268, 3/A -26B 3/A -266 - FRAME I HDWE FINISHIGROUP PAINT 28 PAINT 5A PAINT 5A PAINT 5 2A PAINT. 5 2A PAINT 7 2C PAINT 7 2C PAINT 5 2A PAINT 13 PAINT 29 7 NO 1- TE I 3 NOTE RECORD DRAWINGS STC 45 STC 45 RELOCATED TO 340A- *SIM. 7 REMOVE & STORE REMOVE & STORE REMOVE & STORE DR /O©. 1 0.91 RQOM`FINISH NOTES: I. WHER COL NS OCCUR I N ROOMS, THEY SHALL ` BE FINISHED WITH GWB AND - PAINTED UNLESS OTHERWISE NOTED. ------- --_•.W ■■•■•■••••■ F— I F -2 F -3 F -4 F--5 F-6 F - -7 F-8 F-9 F -10 HEAD 'I NG CARPET RAISED ACCESS, TYPE RAISED ACCESS, TYPE II RAISED ACCESS, TYPE II CONCRETE CONCRETE RESILIENT TILE SHEET VINYL CERAMIC T I L E _ FIBERGLASS RAISED FLOOR - WALL_ -- W -I GYMSUM WALLBOARD (GWB) W -IA GYMSUM WALLBOARD (GWB) W- GYMSUM WALLBOARD (GWB) W-3 SI- `IELDING - 50DB W--4 CERAMIC' TILE W -5 SHIELDING W -6 DEMOUNTABLE PARTITION NOTE: ALL CONCRETE AREAS IN PROGRAM AREAS TO RECEIVE SEALER TYPICALLY, 5EAP FACILITIES DEPARTMENT FINISH FF CARPET TILES CARPET TILES HIGH PRESSURE LAMINATE SEALER FF FF FF FF:CARPET PA I NT EPDXY PAINT - -T PAINT -� FF ANFCHOIC MATERIAL FF O AUBURN, 0 BELLEVUE O EVERE TT O KENT, 0 PORTLAND O RENTON, SEATTLE, r 1 r 1 f i 1'i i 1 i i I ' I I .. I , -Tl 1 I :� � � I � I '1 � L . � I � i � � ) 21 1 41 1 i CT i ii i 6 [lili iIliIiii !!!!i!!!! IiIEfi I� �h!!� �!!!IlI� ��IIIliri ;iiI1rI d!i'I - iIFft I OWNER FURNISHED, CONTRACTOR INSTALLED (O.F.C.I ANTI -- STATIC, O.F.C.I , NON - CONDUCTIVE, 0 F.C.I NO PAINT F I R E TAPE ONLY SPECIAL CONSTRUCTION, SEE SHT XX VINYL COVERING IlIIIIIII 11�IIIIII No.i8 40' p'm ��IIII�! Iiillii�i l�I�III4! 1!i!!lIII DOOR SCHEDULE NOTES: DOOR HAS REMOVEABLE CENTER ,IAMB. 2 . THRESHOLD 2A = I /A--21 2E = 5/A-2I DETAILS: 28 = 2/A -21 2F - 6/A -21 2C = 3 /A -2I 2G = 7 /A• -2I 2D = 4/A -2 I 2H = ' 8/A-2I 3 . 3A = SEE DETAILS 2,10/A-228 3B = SEE DETAILS II,12 /A -22B 3C = SEE DETAILS 3,4,6,7/A -22B 3D = SEE DETAILS 8,9/A-226 3E = SEE DETAILS' I,7 /A -22B 3F = SEE DETAILS 3/A -22 3G = SEE DETAILS 4/A -22 3H = SEE DETAILS 7/A -22 4 . SEE SPECIFICATION 326-86062-TS-01. 5. SEE SPECIFICATION 326- 86062-- TS-05 6.•FF I- N''DOOR FINISH COLUMN INDICATES FACTORY FINISH. 7 ALL DOORS ARE I 3/4" THICK UNLESS OTHERWISE NOTED, 8, RELOCATED DOOR PROVIDE NEW FRAME TO FIT PARTITION TYPE, 9. REMOVE AND STORE AS DIRECTED BY OWNER. I0. PROVIDE HEAVY DUTY HASP FOR S & G PADLOCK, SEE SPECIFICATION 326 - 91186- TS - -01 BE &C ENMEER8 ` THIRD FLOOR - PLAN A DOOR AND ROOM FINISH SCHEDULES ARCHITECTURAL MASTER EJLDG 9.08 COt. '322A PA ALL _DOORS DOOR TYPES ARE SHOWN ON SHT, A -2I. HM = HOLLOW METAL FF =, FACTORY F I N I S H DOORS ARE NUMBERED WITH THE SAME NUMBER OF THE ROOM OR AREA THAT THE DOOR SWINGS INTO THE SECOND DOOR THAT SWINGS INTO. AN AREA HAS THE SAM NUMBER, BUT 11 IS FOLLOWED BY THE LETTER A, (EG 206A), THE THIRD BY LETTER B, ETC. DOOR FRAMES HUNG WITH LABELED DOORS SHALL ALSO BE LABELED WITH THE SAME`RAfING. DOORS ARE 6" FROM CORNER UNLESS NOTED OTHERWISE. CITY SET 1 1 • PERWi C:E_NT E3 C -I SUSPENDED ACOUSTICAL PANEL FF C -2 GYPSUM CE I L. I NG BOARD - PAiNI C-3 OPEN TO STRUCTURE ABOVE EXPOSED FIREPROOFING C -4 SHIELDING 50DB REVISION RECORD DRAWINGS PHASE l F--22 AVIONICS REMODEL C, PHASE 22 FAVIONICS REMODEL D PHASE 2- REVISION 1- MISC. E J PHASE 2 PERMIT UPDATE SET 301 ACCESS CONTROL 301A LOBBY 336 OPEN OFFICE 336A CONFERENCE 336B CONFERENCE 337 COMPUTER ROOM 337A COMPUTER ROOM 337B DATA ROOM 337C COMPUTER ROOM 3388 OFFICE 340 OPEN OFFICE 340A OFFICE 340A - -2 OFFICE 3406 OFFICE 340C WORK AREA 340D OFFICE 340E OFFICE _.. 340E WORK AREA 52 CORRIDOR F--5 F -5 F-2 F -2 F- -4 F -4 F -4 F-4 TEL RM TEL RM ELECT RM ELECT RM MEN MEN JANITOR COFFEE NOOK PROGRAM SPACE DELETED -NOT USED STAIR #4 F--2 F-4 F -2 F -5 F - -2 I-2 F -2 F-2 f-2 B -I B- B - -I B -1 B -1 B- I B- I B I B--1 B-I F -8 i B--I B--I F - -5 B -- I F -5 B_ -I F W: 5 B- F-5 B-1 F -9 F3 - -2 F -9 B -2 F-8 B-- F--1 B-1 F -5 - F -5 F -5 B -1 6 - B- I' B -I B.- I B1 B B- I B - -1 W-7-1 W-1 WI B — I W— I C— I W- I W -1 W -1 W-1 W -4 W -4 W -I W-I W--I W -- I W — I C — C— C-3 C -3 C-3 C-3 C-I C-I C-2 C -3 C -3 C -3 C -2 fly SCC GC DS SCC GC DS SCC GC DS SCC GC DS GC MA 9.9.91 W " W -I w. I W-1 W -I w-- I W -I W W-I W -I/6 W -6 W-6 W -I W -.I W -I B -I W -I W- I B-1 W-I W- I B-1 W- W -I B -1 TW --i W- i B- - -1 W-! W -I B-1 W - -I W -I B -I W -I W-I B -1 'w -- I _ W -I B -I W -I w - I B -I W -I W - I/ 6 B - W -I /6 W -.I 13 -I W i W -I /6 B -1 W -I W-1 B -I W -6 W B -- I W -6 W-6 8 -1 � W -6 W -6 B- I W - -6 W-6 B-I W- B--1 W -1 C- I C- I C -I C -I C -1 C--I C- I C -I C- I C -I C -I C-I C -I C- I C- I 1 C C -- C -1 9 , - 9' -0" 9' -0" 9 -0" 9 . - 9' -0 9' -0" 9' -0" 9' - o" 9' -0" 9 , -0 " 9' -0» ENLARGED MATERIAL DATE NOTES TL 1073 APPROVED BY 'ACCEPTAB, L I TY THIS DESIGN AND /DR SPECIFICATION IS APPROVED DEPT. 3 , 4 - y , _ , x 7 � W(M)OD PA. 37A 4 3386 3- i x 7' --0" r 340A -I 3' -O x 7' -0,+ WOOD FF 340A -2 3' -0" x 7' -0" F WOOD FF 340A -3 3' -0" x 7' -0 F WOOD FF 3408 -1 3' -0" x 7 -0 F WOOD FF 340D 3'-0" x 7'--0" F WOOD ` FF 340E 3' -0" x 7' -0" F WOOD FF 352A -I 3'-0" x 7'-0" F WOOD FF 20 MIN DOOR SCHEDULE lafT DOOR SIZE TYPE TI-ENS MAT FINISH 302 PR 4 ' --0"'^ X 7' - 'F I 3/4'� WOOD F F 304 3 1_ 0 " x 7' -0" F 13/4" HM PAINT 305 3' -0" x 7 - _ 0 „ F 13/4„ HM PAINT 306 31-0" x 7' -0" F 1 3/4" WOOD FF 307 3' -0" x 7' - - 0 F I 3/4 WOOD 1=F 308 3 7 ' -0 N i //4"4: WOOD F F 309 3 X 71-0" N I 3„ WOOD F:F 3 I0 3' -0 x 7' -0 F I '3/4 WOOD ` FF 335 PR 3' -0 X' 7' -i "F 1 3/4" WOOD FF 335A PR 2' `F i 3/4" WOOD FF 37: -0,, x ' - " TARK Ft. HM R RUSF ' TUM_ 337E 3' -0" x 7' -0" FA 1 3/4' FINISH RATING FRAME 20 MIN PAINT 20 MIN. PAINT PAINT PAINT PAINT PAINT PAINT FF PAINT PAINT PAINT PAINT GLASS RATING - 20MIN 3/A -26B 3/A -268 1 • 3/A -26B 3/A -26B 38 2/A -26B` 2 /A -26B 3/A -26B 3/A 26 3/A --23B 3/A -268 I 3/A -26B 3/A -268 32 I /268 I /A -26B FRAME 5 A22. 5/A22 5/A22 5/A22 5/A22. 5/A22 5/A22 5/A22 5/A22 5 A22 SEE ` NOTE 5 DETAILS HEAD JAMS SILL 2/A -266 2A-268 7 /A- 7B 2/A --26B 2/A -26B 6/A --27B 3/A -268 3/A -2C3 I /A -26B 1/A --268 7/A -276* 3/A -26B 3/A -268, 3/A -26B 3/A -266 - FRAME I HDWE FINISHIGROUP PAINT 28 PAINT 5A PAINT 5A PAINT 5 2A PAINT. 5 2A PAINT 7 2C PAINT 7 2C PAINT 5 2A PAINT 13 PAINT 29 7 NO 1- TE I 3 NOTE RECORD DRAWINGS STC 45 STC 45 RELOCATED TO 340A- *SIM. 7 REMOVE & STORE REMOVE & STORE REMOVE & STORE DR /O©. 1 0.91 RQOM`FINISH NOTES: I. WHER COL NS OCCUR I N ROOMS, THEY SHALL ` BE FINISHED WITH GWB AND - PAINTED UNLESS OTHERWISE NOTED. ------- --_•.W ■■•■•■••••■ F— I F -2 F -3 F -4 F--5 F-6 F - -7 F-8 F-9 F -10 HEAD 'I NG CARPET RAISED ACCESS, TYPE RAISED ACCESS, TYPE II RAISED ACCESS, TYPE II CONCRETE CONCRETE RESILIENT TILE SHEET VINYL CERAMIC T I L E _ FIBERGLASS RAISED FLOOR - WALL_ -- W -I GYMSUM WALLBOARD (GWB) W -IA GYMSUM WALLBOARD (GWB) W- GYMSUM WALLBOARD (GWB) W-3 SI- `IELDING - 50DB W--4 CERAMIC' TILE W -5 SHIELDING W -6 DEMOUNTABLE PARTITION NOTE: ALL CONCRETE AREAS IN PROGRAM AREAS TO RECEIVE SEALER TYPICALLY, 5EAP FACILITIES DEPARTMENT FINISH FF CARPET TILES CARPET TILES HIGH PRESSURE LAMINATE SEALER FF FF FF FF:CARPET PA I NT EPDXY PAINT - -T PAINT -� FF ANFCHOIC MATERIAL FF O AUBURN, 0 BELLEVUE O EVERE TT O KENT, 0 PORTLAND O RENTON, SEATTLE, r 1 r 1 f i 1'i i 1 i i I ' I I .. I , -Tl 1 I :� � � I � I '1 � L . � I � i � � ) 21 1 41 1 i CT i ii i 6 [lili iIliIiii !!!!i!!!! IiIEfi I� �h!!� �!!!IlI� ��IIIliri ;iiI1rI d!i'I - iIFft I OWNER FURNISHED, CONTRACTOR INSTALLED (O.F.C.I ANTI -- STATIC, O.F.C.I , NON - CONDUCTIVE, 0 F.C.I NO PAINT F I R E TAPE ONLY SPECIAL CONSTRUCTION, SEE SHT XX VINYL COVERING IlIIIIIII 11�IIIIII No.i8 40' p'm ��IIII�! Iiillii�i l�I�III4! 1!i!!lIII DOOR SCHEDULE NOTES: DOOR HAS REMOVEABLE CENTER ,IAMB. 2 . THRESHOLD 2A = I /A--21 2E = 5/A-2I DETAILS: 28 = 2/A -21 2F - 6/A -21 2C = 3 /A -2I 2G = 7 /A• -2I 2D = 4/A -2 I 2H = ' 8/A-2I 3 . 3A = SEE DETAILS 2,10/A-228 3B = SEE DETAILS II,12 /A -22B 3C = SEE DETAILS 3,4,6,7/A -22B 3D = SEE DETAILS 8,9/A-226 3E = SEE DETAILS' I,7 /A -22B 3F = SEE DETAILS 3/A -22 3G = SEE DETAILS 4/A -22 3H = SEE DETAILS 7/A -22 4 . SEE SPECIFICATION 326-86062-TS-01. 5. SEE SPECIFICATION 326- 86062-- TS-05 6.•FF I- N''DOOR FINISH COLUMN INDICATES FACTORY FINISH. 7 ALL DOORS ARE I 3/4" THICK UNLESS OTHERWISE NOTED, 8, RELOCATED DOOR PROVIDE NEW FRAME TO FIT PARTITION TYPE, 9. REMOVE AND STORE AS DIRECTED BY OWNER. I0. PROVIDE HEAVY DUTY HASP FOR S & G PADLOCK, SEE SPECIFICATION 326 - 91186- TS - -01 BE &C ENMEER8 ` THIRD FLOOR - PLAN A DOOR AND ROOM FINISH SCHEDULES ARCHITECTURAL MASTER EJLDG 9.08 COt. '322A PA ALL _DOORS DOOR TYPES ARE SHOWN ON SHT, A -2I. HM = HOLLOW METAL FF =, FACTORY F I N I S H DOORS ARE NUMBERED WITH THE SAME NUMBER OF THE ROOM OR AREA THAT THE DOOR SWINGS INTO THE SECOND DOOR THAT SWINGS INTO. AN AREA HAS THE SAM NUMBER, BUT 11 IS FOLLOWED BY THE LETTER A, (EG 206A), THE THIRD BY LETTER B, ETC. DOOR FRAMES HUNG WITH LABELED DOORS SHALL ALSO BE LABELED WITH THE SAME`RAfING. DOORS ARE 6" FROM CORNER UNLESS NOTED OTHERWISE. CITY SET 1 1 • PERWi C:E_NT E3 a DOOR AND FRAME BEYOND. SEE JAMB DETAIL FOR FRAME SIZE ALUM. SADDLE THRESHOLD FINISH FLR. SEE PLAN TOILET RM RECORD DRAWINGS SCC GC DS 10.01 90 PHASE I F-22 AVIONICS REMODEL SCC GC DS 7J5 91 PHASE 2 F-22 AVIONICS REMODEL SCC JGC DS 6.15.91 REV TO DETAILS7 & at' DS 9.05.91 AMMIMMV.,„ CARPET TILE (0F01) A-06 THRU A-20 REVISION 1> STR FLR SLAB 2 A-06 THRU A-20 A-21 DOOR AND FRAME BEYOND. SEE JAMB DETAIL FOR FRAME SIZE. ALUM. CARPET THRESHOLD, SET IN SEALANT. 0 wzryzegior DOOR AND FRAME BEYOND. SEE JAMB DETAIL FOR FRAME SIZE. ALUM. BUILT-UP THRESHOLD. SET IN SEALANT. SEALANT, TYP, TOILET RM 0 AUBURN , WA 98002 0 BELLEVUE WA . 98007 EVERETT WA. 98201 0 KENT WA . 98031 0 PORTLAND OR . 97220 0 RENTON, WA. 98055 In SEATTLE WA. 98124 It 1073 APPROVEb BY ACCEPTAB I L I TY Iiiis'OESIGN AND/OR SPECIFICATION IS APPROVED H&C ENGINEERS Mr7Tar------ FINISH MATERIAL SCHEDULE, DOOR TYPES AND DETAILS ARCHITECTURAL MASTER BLDG 9-08 coi D.C. f f. , 1 1 1 ,t,_ I 6 622A21, ORS/09 .04'. 9111.4,. , ti A • • i'"t I cn Iroillif01 ittilliii a DOOR AND FRAME BEYOND. SEE JAMB DETAIL FOR FRAME SIZE ALUM. SADDLE THRESHOLD FINISH FLR. SEE PLAN TOILET RM RECORD DRAWINGS SCC GC DS 10.01 90 PHASE I F-22 AVIONICS REMODEL SCC GC DS 7J5 91 PHASE 2 F-22 AVIONICS REMODEL SCC JGC DS 6.15.91 REV TO DETAILS7 & at' DS 9.05.91 AMMIMMV.,„ CARPET TILE (0F01) A-06 THRU A-20 REVISION 1> STR FLR SLAB 2 A-06 THRU A-20 A-21 DOOR AND FRAME BEYOND. SEE JAMB DETAIL FOR FRAME SIZE. ALUM. CARPET THRESHOLD, SET IN SEALANT. 0 wzryzegior DOOR AND FRAME BEYOND. SEE JAMB DETAIL FOR FRAME SIZE. ALUM. BUILT-UP THRESHOLD. SET IN SEALANT. SEALANT, TYP, TOILET RM 0 AUBURN , WA 98002 0 BELLEVUE WA . 98007 EVERETT WA. 98201 0 KENT WA . 98031 0 PORTLAND OR . 97220 0 RENTON, WA. 98055 In SEATTLE WA. 98124 It 1073 APPROVEb BY ACCEPTAB I L I TY Iiiis'OESIGN AND/OR SPECIFICATION IS APPROVED H&C ENGINEERS Mr7Tar------ FINISH MATERIAL SCHEDULE, DOOR TYPES AND DETAILS ARCHITECTURAL MASTER BLDG 9-08 coi D.C. f f. , 1 1 1 ,t,_ I 6 622A21, ORS/09 .04'. 9111.4,. , ti A • • i'"t STEEL CHANNEL HEADER SECURE TO STR STEEL TOP OF ROLL-UP DOOR 2. METAL BUILDING PANEL STR STEEL OUTLINE OF DOCK SEAL HEAD EXTRUSION BY PANEL MFGR. STEEL CHANNEL HEADER SEE STR DWGS. ROLL—UP DOOR HEAD DETAIL I/2.. I I DOOR OPG. 2" DOOR OPG. RECORD DRAWINGS - APPROVED GC DS SP' - 11111 11111hribilimioll11111111 DOOR MULLION =I -0 REV S I ON DOOR OPG. • • • • * " " " •••••■•••• ,--- REMOVABLE MULLION, PROFILE TO MATCH ADJACENT FRAME A-06 THRU FRAME METAL STUDS AROUND OPENING FLUSH MOUNTED CEILING ACCESS DOOR. SECURE TO METAL STUDS 4"x 20GA. METAL STUDS W/5/8" GYPSUM WALLBOARD CEILING Al ie l A IANNANINIIIM M INIMA I N IIIM■Yowielm••■••■••■••• ANY II MA 4,111,1A ANN' • AMY 4 20 A-22 PHASE 2REVISIO 9.05.91 11111 1 12" (2) j6GA MTL STUDS AT JAMB SEE PLAN FOR PARTITION TYPE z w V) CERAMIC TILE WHERE SCHEDULED. 'SEE PLAN. SEALANT @ CERAMIC TILE FINISH. JAMB DETAIL )1 NOTE: REFER TO RF DWGS. FOR SHIELDING DETAILS @ DOOR STEEL GIRT JAMB FRAMING, SEE STR. DWGS. SHIM 2" COMPOSITE METAL BUILDING PANEL TRIM EXTRUSION BY PANEL MFGR. HEAD EXTRUSION SIM. A A-22 A-22 'OUTLINE OF ROLL-UP DOOR IN WEATHERIZE HOOD & MOTOR OUTLINE OF INSULATED ROLL-UP DOOR 7/8" 2" booR o1pc, DOOR:OPG. DOOR JAMB ANCHOR HEAD SIM 5 RF DOOR FRAME A-06 THRU-68 A-22 'Z' STUD & GYPSUM WALLBOARD WHERE PARTITION OCCURS SEE PLANS SEALANT, TYP. ACCESS DOOR 9 JAMB DETAIL (HEAD S I M) 3" = I -0" A-07 A-22 A-4)6,07,08 A-22 Co CD C C] 0 DOCK SEAL • • • • %V"; * VOW ViNVAPON .1 ht. *AA A • ROLL—UP DOOR JAMB r, 1/2"=I -0" A-07 68 A-22 2 HR RATED PARTITION SEE PLAN FOR PARTITION TYPE I (2) I6GA METAL STUDS AT JAMB OPNG. JAMB DETAIL 3"=I' -0" ap 2" DOOR OPG. 1 1 1 111111 ACOUSTICAL SEALANT, APPLY BETWEEN FRAME & DRYWALL TYP. DOOR OPENING INSULATED ROLL UP DOOR DIM PER MFGR RECOMMENDATION GALV. STEEL DOOR GO!DE SECURE TO STEEL CHANNEL STEEL CHANNEL JAMB FRAMING SEE STR. DWGS. _ JAMB EXTRUSION, BY PANEL MFGR. SET IN SEALANT AT STEEL CHANNEL 2 COMPOSITE METAL BUILDING PANEL HEAD, SEE A-22 A-22 DOOR OPG. 5/8" HEAD SIM) HR, A-06 T ACOUSTICAL SHAFT WALL, SEE PLAN FOR PARTITION TYPE. A CO U S 0 AUBURN , WA . 98002 0 BELLEVUE , WA . 98007 41,47 0 KVr.RETT , WA 98201 FACILITIES DEPARTMENT 0 KENT WA. 98031 0 PORTLAND , OR . 97220 0 RENTON , WA . 98055 SEATTLE , WA . 98 1 24 GB I D 68 6 .DOOR JAMB ANCHOR A-22 ICAL DOOR CONT. 16 GA CHANNEL JAMB BY DOOR MFGR. GROUT, BY DOOR INSTALLER TL 1073 REGISTERED F,C11ECT GO to A. CULTUM STATE OF WASHINGTON LU LU Immenso..^ YALE SCALE ACCEPTAIS1 L I TY , tAIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROYEDAW ACOUSTICAL DOOR JAMB 1 HEAD SIM 3"=I' ACOUSTICAL PARTITION SEE PLAN FOR PARTITION TYPE. ACOUSTICAL SEALANT, APPLY BETWEEN FRAME & DRYWALL TYP. IMMI- 411111111SIMM.111 2" DOOR OPG. ACOUSTICAL DOOR CONT. 16 GA CHANNEL JAMB BY DOOR MFGR. GROUT, BY DOOR INSTALLER A-06 THRU 20 2 DOUBLE 12 GA STEEL ASTRAGAL, BY DOOR MFGR. FIN TO MATCH DOOR. --ACOUSTICAL DOORS,TYP. ACOUSTICAL DOOR ASTRAGAt_ I I AU EXISTING ELEVATOR SHAFT WALL MODIFY FOR INSTALLATION OF 'ACOUSTICAL:BATT INSULATION INSTALL 'J' RUNNER PERIMETER OF KNOCK-OUT OPG. FOR FUTURE ELEVATOR DOOR INSTALLATION DOOR OPG. + 4" EQ EQ NEW ACOUSTICAL SHAFT'VALL...- PART PARTITION TYPE..JAPE:AND FiNISH TO EXISTU'JG WALL PAINT10';;MATCH.• • ACOUSTICAL ACCESS ELEVATOR JAMB/HEAD DOOR JAMB HEAD S I M KNOCKOUT FRAM I NC r=1'-0" A-O6 61 A-22 3" = —V A-06,0,09 11,12 14,17 20- A-22 DEPT. DATE NMI MI MI 11111111 1111111111111a 111111111E4MM1111111 RMA SOFT DENSITY CLOSED • CELL NEOPRENE A-06 THRU 20 A-22 i CENTER OF ..ELEVATOR CAB DOOR OPG. 2* DOOR OPG. - REMOVABLE MULL:ON 1111 311 .111 ACOUSTICAL DOOR MULLION A-22 3"=I '-0" MECH. SHAFT AUUt SS UUOH 3" PARTITION BEYOND CAULK BETWEEN GYPSUM WALLBOARD AND DOOR FRAME ALIGN SOFFIT W/DOOR FRAME H.M. DOOR FRAME 4"X 20GA. METAL STUDS 2'4" 0.C. MA). W/ 5/8" GYPSUM WALLBOARD PROVIDE BRACING BETWEEN STUDS, TYP. DOOR DETAILS PERMITCENTER POCKET DOOR HEAD 3 A-22 A-22A • 410• • RECEIVeD • iorYrontKwaA OCT 1 0 1991 One ENGINEERS PROVIDE 'J' RUNNER @ DOOR OPENING FLUSH MOUNTED FIRE- RATED ACCESS DOOR & FRAME. SECURE TO METAL STUDS. I MN 111111111111111111=1 DOOR OPG 2 HR RATED SHAFT .., • .::PARTITION•TYPE• A-09 THRU A-20 A-22 o , "S Ot I • GROUT, BY. DOOR INSTALLER COMPRESSiON SEAL/STOP ACOUSTICAL DOOR 3 8 A-06 THRU 20 A-22 A H 12,14 15 17,20 A.-22 RECORD DRAWINGS LAST REVISION HEET 1111 ARCHITECTURAL MASTER Pt): 91 86/eloos2 BLDG 908 COL IMO D.C. 9 08,...A22 9. 0 91 a A 622A22 DRS/09,04.91/14 ■•• • • 1 I 2 11)111111 31 41 I 51 I 61 t I ; lj • ; (2) I6GA MTL STUDS AT JAMB OPNG. SEE PLAN FOR PARTITION TYPE PHASE 2 SIONS-M1SC HEAD S I M JAMB ANCHOR r SELF TAPING SHEET METAL SCREW WHERE TRACK CROSSED SUSPENSION SYSTEM TYP. 4" X 20GA. METAL slur) DROP WALL. STUDS @ 2'-O 0.C.. SECURE TO StR. ABOVE. DIAGONAL BRACE EACH WAY W/4" X 20GA. METAL STUDS @ 4 C.C. SHIM AS REQUIRED TILE CEILING i/r -SUSPENDEO ACOUSTICAL FIN. CLG. 11 ---- EXTRUDED ALUMINUM RECESSED \\ STUD. PAINT TO MATCH CEILING 11 PARTITION. SECURE TO METAL SUSPENSION SYSTEM CEILING TRACK FOR ACCORDION ACCORDION PARTITION SWEEPS HI-- ACCORDION PARTITION COORDINATE ACTUAL DIM. W/MANUFACTURE ACOUSTICAL SEALANT, APPLY BETWEEN FRAME & DRYWALL Typ. ACOUSTICAL SEAL/STOP OOR BY D MANUFACTURER UST1CAL DOOR A -34E1A -26B EXISTING GYPSUM WALLBOARD PARTITION REMOVE AND wALLIloA0 As INS * FAL A oN CA , _ PAINT ID TCi I NST4 F ME EXISTi DATE ACCORDION PARTITION & ANCHOR POST. SECURE TO METAL BACKING SECURE NEW I6GA. X 6" WIDE METAL BACkING BETWEEN STUDS AT ACCORDION PARTITION ANCHOR POST A-1() 0 AUBURN , WA . 98002 0 BELLEVUE WA . 98007 A ffIRE A f'AV' CI EVERETT , WA . 98201 —' • - - a 0 KENT , VVA . 98031 0 PORTLAND , OR . 97220 0 RENTON, WA . 98055 II SEATTLE, WA . 98124 DOOR JAMB @ DEMOUNTABLE 1 T 1)1\ILj -0" A-06 TO A-14 & A-06A TO A A-268 N�18 AdO:iliti,' 41 1. 1 .1 1 M1a-mbea NNIN■ 1111 14111 .FRAME AND 'TRIM BY DEMOUNTABLE PARTITION MFGR A th It 1073 CoRpON A. CULTUM STATE OF WASHil: NTS112E—KW 0 HOLLOW METAL DOOR FRAME (INsID R 0 DEMOUNTABLE PARTITION) SECURE SHELF WITH ' FLAT HEAD WD SCREWS COUNTERSINK AND PLUG 0 EXPOSED LOCATIONS (2) I 1/4 SOLID OAK DIAGONAL BRACKET FINISH TO MATCH DOOR ACCEPTAB L I TY TRIS DESIGN AND/OR sPEdiricAtioN IS APPROVED APPROVED DY ---SHELF WITH P LAM EA FACE, ON (2) LAYERS HIGH DENSITY PARTICLEBOARD , - OAK EDGE TRIM TYP I FINISH TO MATCH DOOR r-I/8" CHAMFER ( 4 i AzNA:2613 BLDG 9.08 BRACKET BELOW SHELF DOOR DETAILS FN SIDE RM ENGINEERS ARCHITECTURAL MASTER DOOR FRAME AND TRIM DEMOUNTABLE PARTITION' SEE DOOR SCHEDULE : ---- w,..44-.-...:-.. ,. . :. 1 6 „ . .. ,.. ? . . A:. . ... p .•• itilillfili(1111,111j111111-litrifillt:fligiliblIMItig1011(1)111111[01101.1ilik Y.. '• • C. g .,' 110111111AIIIIIIIIIIIIIII t. .. 111111 (2) I6GA MTL STUDS AT JAMB OPNG. SEE PLAN FOR PARTITION TYPE -- 1 itIM UNICK t I ON PHASE 2 SIONS-M1SC HEAD S I M JAMB ANCHOR r SELF TAPING SHEET METAL SCREW WHERE TRACK CROSSED SUSPENSION SYSTEM TYP. 4" X 20GA. METAL slur) DROP WALL. STUDS @ 2'-O 0.C.. SECURE TO StR. ABOVE. DIAGONAL BRACE EACH WAY W/4" X 20GA. METAL STUDS @ 4 C.C. SHIM AS REQUIRED TILE CEILING i/r -SUSPENDEO ACOUSTICAL FIN. CLG. 11 ---- EXTRUDED ALUMINUM RECESSED \\ STUD. PAINT TO MATCH CEILING 11 PARTITION. SECURE TO METAL SUSPENSION SYSTEM CEILING TRACK FOR ACCORDION ACCORDION PARTITION SWEEPS HI-- ACCORDION PARTITION COORDINATE ACTUAL DIM. W/MANUFACTURE ACOUSTICAL SEALANT, APPLY BETWEEN FRAME & DRYWALL Typ. ACOUSTICAL SEAL/STOP OOR BY D MANUFACTURER UST1CAL DOOR A -34E1A -26B EXISTING GYPSUM WALLBOARD PARTITION REMOVE AND wALLIloA0 As INS * FAL A oN CA , _ PAINT ID TCi I NST4 F ME EXISTi DATE ACCORDION PARTITION & ANCHOR POST. SECURE TO METAL BACKING SECURE NEW I6GA. X 6" WIDE METAL BACkING BETWEEN STUDS AT ACCORDION PARTITION ANCHOR POST A-1() 0 AUBURN , WA . 98002 0 BELLEVUE WA . 98007 A ffIRE A f'AV' CI EVERETT , WA . 98201 —' • - - a 0 KENT , VVA . 98031 0 PORTLAND , OR . 97220 0 RENTON, WA . 98055 II SEATTLE, WA . 98124 DOOR JAMB @ DEMOUNTABLE 1 T 1)1\ILj -0" A-06 TO A-14 & A-06A TO A A-268 N�18 AdO:iliti,' 41 1. 1 .1 1 M1a-mbea NNIN■ 1111 14111 .FRAME AND 'TRIM BY DEMOUNTABLE PARTITION MFGR A th It 1073 CoRpON A. CULTUM STATE OF WASHil: NTS112E—KW 0 HOLLOW METAL DOOR FRAME (INsID R 0 DEMOUNTABLE PARTITION) SECURE SHELF WITH ' FLAT HEAD WD SCREWS COUNTERSINK AND PLUG 0 EXPOSED LOCATIONS (2) I 1/4 SOLID OAK DIAGONAL BRACKET FINISH TO MATCH DOOR ACCEPTAB L I TY TRIS DESIGN AND/OR sPEdiricAtioN IS APPROVED APPROVED DY ---SHELF WITH P LAM EA FACE, ON (2) LAYERS HIGH DENSITY PARTICLEBOARD , - OAK EDGE TRIM TYP I FINISH TO MATCH DOOR r-I/8" CHAMFER ( 4 i AzNA:2613 BLDG 9.08 BRACKET BELOW SHELF DOOR DETAILS FN SIDE RM ENGINEERS ARCHITECTURAL MASTER DOOR FRAME AND TRIM DEMOUNTABLE PARTITION' SEE DOOR SCHEDULE : ACCESS FLOOR @ EXISTING THRESHOLD HALF sonic EXISTING ACOUSTICAL DOOR AND FRAME BEYOND THRESHOLD BREAK ALIGNS/W FRAME PROFILE CARPET TILE (OF01)- ACOUSTICAL DOOR SILL D HALF SCALE REVISION RECORD DRAWINGS PHASE 2- REVISIONS -MISC. CARPET TILE (OF01) ERISTING STR f FLOOR SLAB RAISED ACCESS FLOORING. p CUT PANEL AS REQUIRED. f �EXiST1NG ST� FLOOR SLAB EXISTING DOOR AND FRAME BEYOND EXISTING ALUM. SADDLE THRESHOLD FINISH FLR. SEE PLAN A-6A TO A -20A A -27B A -6A TO A--20A A -27B ALIGN BREAK THRESHOLD P w/ FRAME. CARPET TILE (OF0I ) +i•I - t t ACOUSTICAL DOOR AND FRAME ACOUSTICAL PARTITION, SEE PLAN FOR PART IT ION TYPE. USE I6GA.'METAL STUDS @ DOOR S I L L THRESHOLD PROVIDED BY DOOR 'MFGR. SET I N ACOUSTICAL ' SEALANT iX 0 0 J U 0 a N N 3 = 1 - OF OFILE 2 I /2'x`7 D EXISTING STR. FLOOR SLAB EXISTING DOOR AND FRAME BEYOND ALUM. CARPET THRESHOLD EXISTING FINISH FLOOR AS SCHEDULED THRESHOLD DETAIL HALF SCALE A -6A TO A -20A CAM-LIFT BOTTOM y,. RAISED ACOUSTICAL DOOR SILL D[TAILJ' A-6A TO A-20A A-27B ST CARPET TILE ++1+141-1-tel-h4* A--27B RAI " "SED ACCESS FLOOR, CUT PANEL AS REQUIRED DATE APPROVED DATE REVISION DS 10.01.9 9 05.91 rj AfriZe YAW 11111111111111111111 MIMI= gi ENE FACILITIES DEPARTMENT 6 TI (2) I6GA MTL STUDS AT JAMB OPNG. SEE PLAN FOR PARTITION'TYPE HOLLOW METAL DOOR FRAME JAMB DETAIL 0 IilII 1 - 771 CARPET TILE. (OFOI) BREAK 'I N THREI- ALIGNS W /DOOR FRAME PROFILE OLD X11 .., , z 27 - 1 • D a A v D • EXISTING STFd. FLOOR L SLAi3 8r BEAM RAISEDvACCESS FLOORING, CUT PANEL AS REQp I RED aD A ESS frLOOR @EXISTING TH RESHOLD /TOILET RM � 1 HALF SCALE A -6A TO P -20A p -17B DOOR OPG 5 8" DOOR JAMB ANCHOR HEAD SIM) A -15A TO A-20A O AUBURN, O BELLEV"UE O EVERETT, O KENT, O PORTLAND O RENTON, ® SEATTLE WA. 98002 WA . 98007 WA V' . 98201 WA 98031 OFD 97220 WA. 98055 WA 98124 NEW DOOR I N EXISTING FRAME BEYOND EXISTING ALUM. THRESHOLD � 1 IIl11 . t A -2 7B TI 1013 CARPET TILE 1 (OF01) T"1 f i r r, r t 1 Y'i'TTf'7 I t r r t r t t r r r tl✓ I�ZjCC_;� %/.��%✓1�''�• °, r,, r ERE D �; r - C O- W w G nvCN A. CULT STATE OF WASIIINGION APPROVED BY d != EX I STING STR THRESH HALF SCALE FLOOR SLAB TOILET RM 4 ACOUSTICAL DOOR FRAME BY DOOR MFGR ACCEPTABILITY Tt•IS DESIGN AND /OR SPEI:I'ICATIMR IS APPROVED L)1 DEPT. DATE ACOUSTICAL DOOR JAMB HEAD SIM 0 HIL I R NEW DOOR ` I N EXISTING FRAME BEYOND / ALUM. CARPET THRESHOLD A -6A TO A 20A DOOR OPG A -27B ACOUSTICAL PARTITION SEE PLAN FOR PARTITION TYPE. ACOUSTICAL SEALANT, APPLY BETWEEN FRAME x'` DRYWALL TYP. ACO ICAL DOOR CONT. 16 GA CHANNEL JAMB BY DOOR MFGR. GROUT, BY DOOR INSTALLER 9 A -15A TO A -20A A -27B 1 -- 1111161076171,1Mr, BLDG 9 DOOR JAMB @ DEMOUNTABLE PARTITION 3 " =I' -0 DOOR DETAILS ARCHITECTURAL COL ACOUSTICAL DOOR AND T AND FRAME BEYOND EXISTING THRESHOLD PROVIDED B COUSTICAL DOOR MFGR RAISED ACCESS FLOORING, CUT PANEL AS REQ' D . / CARPET TILE (OFoI) ACCESS FLOOR @ ACOUSTICAL DOOR SILL HALF SCALE CIT YOFTUK° OCT 10 1991 E'ERMITCENTEI3 ESE &C ENGINEERS MASTER EXISTING STR, FLOOR SLAB I- DOOR — FRAME AND TRIM BY DEMOUNTABLE PARTI TION MFGR A -I5A TO A -20A D.C. A -6A TO A -20A A -27B DEMOUNTABLE PARTITION A - 276 DATE RECORD DRAW! NGS LAST REVISION SWEET A-27 5 S 91186 86062 MIS 9 08 -A278' 9,05 91 . rt Ss I:. 'ItJhIh il'11I,�11r1111 4 1 622A278 .0'4 , D /09 1/14:.3 ;1 LEGEND A RECORD DRAWINGS DEFLECTION CHANNEL @ DEMOUNTABLE PARTITION PARTITION TYPES INDICATES ACOUSTICAL PARTITION. SEE I/A37 FOR ATTACHMENT DETAILS AND PENETRATION DETAILS THROUGH ACOUSTICAL PARTITION. PARTITION TYPE, DEFINES CONFIGURATION AND STUD S I Z E HOURLY RATING FOR FIRE RESIST. CONSTRUCTION I = I , HOUR 2 = 2 HOUR 5/8" GYPSUM WALLBOARD 4 " METAL STUD. USE 16 GA STUDS AT TOILET ROOMS. AT ACOUSTICAL PARTITION 'S' ADD 3 I/2 ACOUSTICAL BATT INSULATION. 2 LAYERS OF 5/8" GYPSUM WALLBOARD 4 METAL STUD SHAFT SIDE 2 LAYERS OF 5/8" GYPSUM WAL'BOARD . (@, EXTERIOR WALLS, PROVIDE FOIL FACED GYPSUM WALLBOARD WITH FOIL SIDES FACING & STAGGARED JOINTS.) - 4 C -H METAL STUD I" COREBOARD AT ACOUSTICAL PARTITION 's' 3 I /2" ACOUSTICAL BATT INSULATION, REVISION iartvt APPROVE GC DS SUSPENDED ACOUSTICAL TILE CEILING 24GA. BENT METAL DEFLECTION PARTITION PROVIDED MFGR. PRIME DEMOUNT. PAINT TO MATCH ADJACENT WALL & TRIM SECURE TO CEILING GRID RETURN ON DEFLECTION CHANNEL -- EQUALS DEPTH OF CORNER TRIM, PROVIDED BY DEMOUNT. PARTITION MFGR. SEE DETAIL 3/A-37 DEMOUNTABLE PARTITION PARTITION DIM. VERIFY - D SEE PLAN DATE 1" SEE PLAN IU.OI,90 SYM A -06 THRU A -I4 A -37 GENERA' _ `NOTES 5/8" GYPSUM WALLBOARD '6" METAL STUD AT ACOUSTICAL PARTITION ADD 3 I /2" ACOUSTICAL BATT INSULATION. METAL STUD 5/8" GYPSUM WALLBOARD AT ACOUSTICAL PARTITION 'S ADD 3 1/2" ACOUSTICAL BATT INSULATION. 4" METAL STUDS. USE 16 GA STUDS AT TOILET ROOMS. ' 2 LAYERS OF 5/8" GYPSUM WALLBOARD AT ACOUSTICAL PARTITION .11 ADD 3 I /2" ACOUSTICAL BAT`( INSULATION. VLSI SEE PLAN • • SEE PLAN @ CORNER TRIM DEFLECTION CHANNEL CORNER TRIM I. ALL PART I TON STUDS OR FURRING STRIPS SHALL BE 2 ' - 0 0 C . , UNLESS OTHERWISE NOTED. 16" O.C. AT TOILET ROOMS. . ALL METAL T _.. GAUGE S UDSSHALL BE 20 GAUGE UNLESS OTHERWISE NOTED. SEE PLANS. 3. ALL STUDS TO EXTEND TO UNDERSIDE OF STRUCTURE ABOVE, UNLESS OTHERWISE NOTED. SEE PLANS FOR LOCATION OF 0 DEFLECTION CHANNELS. I ALL GYPSUM WALLBOARD TO BE TYPE 'X UNLESS OTHERWISE NOTED. SHAFT SIDE OUTLINE OF DEFLECTION CHANNEL ABOVE. SEE DETAIL 4/A -37. CUT DEFLECTION CHANNEL'S RETURN LEG TO ALLOW CORNER TRIM TO SLIDE UP AND UNDERNEATH CHANNEL. DURING DEFLECTION MOVEMENT - CORNER' TRIM W /CLIP -ON BATTEN, PROVIDED BY DEMOUNT. PARTITION MFGR. .DEMOUNTABLE' PARTITION PARTITION DIM VERIFY 2 LAYERS OF 5/8" GYPSUM WALLBOARD 4" C -H METAL STUD I COREBOARD 4 " METAL STUD AT ACOUSTICAL PARTITION ADD 3 1/2" ACOUSTICAL BATT INSULATION 4 METAL STUD 6 METAL STUD PLUMBING FIXTURE SIDE 5/8" GYPSUM WALLBOARD AT ACOUSTICAL PARTITION 'S' ADD 3 1/2" ACOUSTICAL BATT INSULATION. RESILIENT CHANNEL 2 LAYERS OF 5/8" GYPSUM WALLBOARD 4" METAL STUD AT ACOUSTICAL PARTITION 'S' ADD 3 1/2" ACOUSTICAL BATT INSULATION FACILITIES DEPARTMENT A -37 A -37 ALL FIRE RATED PARTITONS SHALL COMPLY WITH THE "FIRE RESISTANCE DESIGN MANUAL" PUBLISHED BY THE GYPSUM ASSOCIATION AND /OR THE LOCAL GOVERNING BUILDING CODE. CONSTRUCTION PROCEDURES MUST SATISFY ALL REQUIREMENTS OF THE GOVERNING AUTHORITIES TO ACHIEVE THE FIRE RAT- IN INDICATED. DILATED. ALL PENETRATIONS ` OF FIRE RATED PARTITIONS SHALL BE T PROTEC .,E Y. PROTECTED B EQUIVALENT FIRE RATED DAMPERS, LABELED DOORS, FRAMES, HARDWARE, ETC 1 2 J RESILIENT CHANNEL 2 LAYERS OF ''5/8" GYPSUM WALLBOARD 6" METAL STUD AT ACOUSTICAL PARTITION 'S' ADD 3 1/2" ACOUSTICAL BATT INSULATION. 2 LAYERS OF 5/8" GYPSUM WALLBOARD 6" METAL STUD AT ACOUSTICAL PARTITION 'S' ADD 3 1/2" ACOUSTICAL BATT INSULATION. 5/8" GYPSUM WALLBOARD 4" METAL STUD AbD SECOND LAYER OF 5/8" GYPSUM WALLBOARD AT STAIRS I & 2. SEE DETAIL 2/A -64 0 AUBURN, WA . 98002 O BELLEVUE , WA . 98007 a E ENT ERETT WA . 98201 , WA. 98031 O PO OR . 9 220 O ENTON, WA . 98055 II SEATTLE , WA . 98 124 RESILIENT BASE, TYP RAISED ACCESS FLOOR CARPET TILE (0:F.0.I.) PARTITION @ It ]073 SEE PLAN REGisr E i i ECl ■ : c , . C Ul UM STOAT E OF WASHING.) _....,. . a • -5" F.O.S. � - EXISTING TO EXI \ I, STR F GRID RAISED FLOOR ( 2 1 A -09 THRU A- 201A -3' 9 GA. FLATTEN EXPANDED METAL SHAFT SIDE — 2 LAYERS 5/8" GYPSUM WALLEOARD 4 METAL STUD 3 I/2" ACOUSTICAL BATT INSULATION RESILIENT CHANNEL 2 LAYERS OF 5/8" GYPSUM WALLBOARD. 6 " DOUBLE E STUD I" COREBOARD AT ACOUSTICAL PARTITION S' ADD 3 I / ?" ACOUSTICAL BATT INSULATION. SEE PLAN PLUMBING FIXTURE SIDE 5/8" GYPSUM WALLBOARD AT ACOUSTICAL PARTITION 'S' ADD 3 1/2" ACOUSTICAL BATT INSULATION. 5/8" GYPSUM WALLBOARD 4 METAL STUD ACCEPTABILITY"— 761 BY C.RISKE THIS DESIGN ANO //,f CHECK D SPEC I P ICAT ION I s APPROVED &SHOWN fiT APPROVED BY DEPT. DATE S .CRUSE C HECK G.CUL "I N old UM ' -2" F F .O.S. REMAIN STING R SLAB I METAL STUD METAL STUD D GA..FLATTEN • EXPANDED METAL DUCT IE -SEE PARTITION SCHEDULE. MAINTAIN FIRE RATING TO STRUCTURE. F!N'FLR CEILING ATTACHMENT (AT R LONS DEFCATIOLECTION ) WALLS ONLY - SEE PLANS FO I 3 " =1 ' - V INFILL VOID TOP, BOTTOM & BOTH SIDES WI ACOUSTICAL FOAM DUCT PENETRATIONS FLOOR ATTACHMENT BASE RUNNER .._ TRACK CONCRETE SLAB p . SPRAY -ON FIREPROOFING FILL VOID BETWEEN BE EEN FLUTES @ ACOUSTICAL WALL, 6" EACH WAY FROM WALL CENTERLINE \_ I --' PIPE - CONDUIT PENETRATIONS � IdIr 4\ ., ELECTRICAL BOXES /SW TCH BOXES, ETC. it 1 I II ... 1i ill 111111 WI I WALL DETAIL PARTITION DETAILS itafgtiS r A (f (1::: NOTE: DETAIhE I FOR SHAFT WALL CONSTRUCTION CITY OF TUKWILA AUG21 191 PERMIT CENTER SE &C ENGINEERS . 4 ARCHITECTURAL MASTER 2.2$ , 8 81. DG 9 -08 COl D c. 4 1/2" FLOOR SYSTEM W /2" METAL -- DECK • • WILL SEALANT SYSTEM, INSTALL BETWEEN DEFLECTION CHANNEL & STUD RUNNER 20GA. DEFLECTION HA C NN EL SECURE TO METAL DECK THRU SPRAY ON FIREPROOFING. METAL STUD W/ 5/8" GWB &` ACCOUSTICAL INSULATION INFILL INFILL VOID W/ ACOUSTICAL FOAM ALL SIDES ACOUSTICAL CAULKING FULL DEPTH OF GWB FULL CIRCUMFERENCE BOTH SIDES ACOUSTICAL CAULKING FULL DEPTH'OF GWB FULL PERIMETER ALL SIDES METAL STUD W / 5/8 GWB ACOUSTICAL INSUTLATION INFILL ACOUSTICAL CAULKING. FULL WIDTH 8 HE IGHT, BOTH` SIDES RETAINAGE ANGLE ACOUSTICAL CAULKING CONT1 FULL DEPTH OF ; GWB BOTH S IDE 4F TUl`•'LA �ppR4 VEQ CEP t3 b91 A -06 THRU A �20 A 7 • RECORD 'DRAWINGS LAST REVISION Sit t t A 37 8062 9.08- -A37 ID. 90 SYMBOL DATE iitiliii i ICI I I i 1 41 IIr II6l No.18 e'" ¢ '^ iiiduu1iiulim 662A3702 DRS /08.15.91/11 :2 RESILIENT CARPET MOULDING (SNAP- DOWN DIVIDER 'T' AND TRACK, O.F.O.I RAISED ACCESS FLOORING CARPET RAISED FLOOR DETAIL ACCESS LOOK ISER ,. . —36 RAISED ACCESS FLOOR @ SWITCH ROOM 314 ..... R -Q„ 9 1ST FL SEE STR DWGS FIN FLR , V 'EX I STING EtOOR SLA GRID A STR. 3 A -06 THRU A -I4JA -38B F 5 FLOOR FINISH F 4 FLOOR FINISH o NOTE 0 STAIRS AND w TREADS TO BE - F-4 FINISH. v 'n ACCESS FLOOR !"11. MFGR. TO SUPPLY CLOSURE `` 4., SKIRTING TO MATCH F-4 FINISH. RAISED 13 A -388 I 1:�Z MI APPROVED bA7E RESILIENT BASE, TYP- RAISED ACCESS FLOOR CARPET TILE (0. F . 0 I . ) 1 I /2 =I EXISTING OR NEW PARTITION WALL RESILIENT BASE, `rTYP RAISED ACCESS FLOOR CARPET TILE (0 . F`: "0 I . ) 5Y�1 REVISION 101�1 . 90 1111111 EMI 11111111 11111111 MO al. IE. INN 1 1111/ 11111 EMI MN F.O.S GRI EXIS PART EXISTI GS'fR. FLOOR LAB RAISED FLOOR C EX STINGPARTIT LON/STR . A -06 THRU A -14 A -368 0.S. GRID \. EXIST FLOOR INC OR NEW TION WALL G STR. LAB FIN FLR SWITCH ROOM L 3 I ANT I -STAT IC LAMINATE FLOOR FINISH RAISED ACCESS FLOOR FIN FLR (Q FLOOR @ SWITCH:ROcM 314 ' 7 A -J3 A -38B APPROVED DATE 111111111111M1 FACILITIES DEPARTMENT 1 EXISTING PARTITION WALL RESILIENT BASE, TYP RAISED ACCESS FLOOR CUT PANEL AS REQ'D CARPET TILE (0 F.0 I.) + RAISED FLOOR EXISTING PARiITION WALL 1/2-.1 '1 ' I I 1 ' I LI, A -06 THRU A -I4 A -388 ION FIN F L R 11: 1073 (,� f_ESTERED ��,CI i ECT v' .OBI A. C TUn� STATE OF WASHINGTON ,---�- PART I TON ON , SEE PLAN FOR PART. TYPE RESILIENT BASE RAISED ACCESS FLOOR, CUT PANEL AS REQ'D. CARPET TILE PARTITION BASE AT RAISED ACCESS 4 A -06 THRU A -14 A--38 B MISC. TAILS PARTITION BASE RAISED ACCESS ILCEIVED CITY AI = TUKWILA OCT i 01991 PERAAITCENTeR ARCHITECTURAL MASTER BLDG 9 0 DC PARTITION, SEE PLAN FOR PART. TYPE REST L I ENT BASE A- THRU A--14 A--38 B D 141 ). :08 � -A38D , AfEPTAB I LI TY THIS DESIGN AND/OR SPECIFICATION IS APPROVED - APPROVED BY DEPT DATE .,` ' ,I MOM BE&C ENGINEERS O `AUBURN, O BELLEVUE O EVERETT, O KENT O PORTLAND O RENTON , II SEATTLE WA . 98002 WA 98007 WA . 98201 WA. 98031 OR. 97220 WA. 98055 WA 98124 111 1I � � 11'i I � �'I�lj'I "�j ' p ! III I 1 5� No.18 � ..✓...m... I; 6 cA38B . DRS/08: 30 °, / :114 CEILING GRID REFERENCE POINT REVISION PARTIAL THIRD APPROVED GC DS FLOOR PION AREA A REVISION 12/12 U CLG. 8/8 SOUND 42" ABOVE FLOC �-- 12/ 12 SOUND R 20" ABOVE FLOOR Ad I MGT e7A FACILITIES DEPARTMENT I'I'I��'III filly C..3 AUBURN, WA . 98002 0 BELLEVIJE , WA , 98007 0 EVERET T , WA , 98201 ANT, WA 98031 0 :PORTLAND OR . 97220 0 RENTON , WA . 98055 I SEATTLE, W. 98124 Tr 1073 REGISTERED A• HITECT ORD A. CIJITIJM STATE OF WA3111;dJTON ACCEPrABIL1TY T DESIGN AND/OR SPEG I F I CAS' I ON I S APPROVED 4'- 0 "X2' -0" SUSPENDED CEILING GRID 2'- 0 "X2' --0" SUSPENDED CEILING G R I D GWt3 CEILING 2x4 RECESSED FLUORESCENT FIXTURE 2x2 RECESSED FLUORESCENT FIXTURE 1x4 SURFACE, PENDANT OR WALL MTD FLUORESCENT FIXTURE SPRINKLER HEAD GENERAL NOTES MAINTAIN FIRE ALARM AND FIRE SPRINKLER COVERAGE DURING CONSTRUCTION. CONSTRUCTION_NOTES L BLDG 9-08. M • COL A4/14.20 BK NAME = `623A BK =09 04 91 MECHANICAL EQUIPMENT 4/24 ACCESS DOOR: COORDINATE LOCATIONS W /MECH DUCTWORK SIZE FIRE DAM AND ACCESS HATCHES. SEE DETAILS B & 9/A -22A FOR HATCH FRAMING IN WALL TYPES AS SHINN ON FLOOR PLANS . I RECESSED OR WALL MTD INCANDESCENT F I XTURE IEXITI -- SUPPLY AIR DIFFUSER RETURN OR EXHAUST AIR GRILLE RECEIVED en'i C)F'T'I IKVVI A OCT 10 1991 PERMIt CENTER MSC ENGINEERS REFLECTED CEILING PLAN THIRD FLOOR A ARCHITECTURAL MASTER WALL OR CE I LIGHT D. 0 AV KEY PLAN NO SCALE APPROVED IMO 11 �w Eigr DATE RECORD DRAWINGS LAST REVISION RECORD DRAM NGS OFFICE SIGN WALL RtvlSioN ` CENTERED TYP � WALL LEO 3/8 " ADS 8 3/8' CEILING FIRE EXTINGUISHER. _ S I GNS YINOCArANYMIO 9Y � RUVEb DATE 5 3%4" HALL IG:01 OUTLINE OF MAGNETIC TAPE BEM I'ND TYP 7 /8 "x 7 /8 "x 1/16" THK. ALUM: CORNER ANGLE, SIGN ATTACHED WITH (2) 5/32" POP RIVETS, ANGLE ATTACHED TO CEILING GRID WITH (2) NO 6 ROUND OR PAN HEAD SCREWS. SIGN MATERIAL IS 1/8" THK. SOLID RED COLOR PLASTIC, WITH 1" HIGH WHITE HELVETICA MEDIUM LETTERS 'MOUNTED ON BOTH SIDES. 48 PT. HELVETICA MEDIUM LETTERS TYPICAL FLOOR TYP REVISION APPi OVED I DATE I. SIGNAGE IS TO BE PROVIDED BY TRADE -MARX SIGN & DISPLAY CO., SEATTLE, 2067623 -7676. 2. SIGN " N MATERIAL IS TO BE NEVAMAR H12 I/8" "DEEP BLUE' LAMINATE. 3. LETTERING SHALL BE DONE ON A GERBER SCIENTIFIC PRODUCTS' GRAPHICS .2 OR AN UPGRADED MODEL OF THE SAME MANUFACTURER. TAPE IS TO BE WHITE MATTE 176- 27901A -104, APPLICATION TAPE IS /76- P265I7A (5/8 "). 4. ADHESIVE SHALL BE I ADHESIVE BACKED MAGNETIC TAPE BY 3M OR UTLRAMAG (AVAILABLE THROUGH "MAGSLEX SALES ", PORTLAND, OREGON,503/252- -96I0) A. USE TEMPLATE TO ESTABLISH THE BOTTOM Of TAPE AND THE BOTTOM OF THE SIGN. B. CUT TAPE & APPLY TO WALL. C. CUT IDENTICAL SIZE AS WALL AND APPLY TO WALL TAPE. D PRESS SIGN TO 'TAPE ' BY ALIGNING BOTTOM EDGE OF TEMPLATE MARK, E. REMOVE SIGN AND BURNISH TAPE, REAPPLY SIGN ALIGNING TO TEMPLATE MARK FACILITIES DEPARTMI~ NT 0 AUBURN , VA . 98002 0 BELLEVUE, WA . 98007 El EERTT , WA . 98201 0 V ENT , 98031 0 PORTLAND WA . 972z"... 22 � 0 RENTON, ' WA . 98055 N SEATTLE , WA . 98124 CEILING TILE TYP, ELEVATION ATTACHED SCREWS TYPIC TO' AL BOTTOM FLANGE OF CEILING GRID WITH NO.6 ROUND OR PAN HEAD SHEET METAL SCREWS TYPICAL -7/8"x 7/8 x 1/16" THK. ALUM: CORNER PREDRILLED HOLES FOR POP RIVETS AND S R ANGLE WITH METAL HELVETICA MEDIUM LETTERS MOUNTED SIGN ATTACHMENT TO ANLGLE BOTH SIDES TYPICAL 5/32" POP RIVETS (2) PER SIGN TYPICAL. PREDRILL SIGN FOR RIVETS TYP. 1/4 RADIUS TYP. AT BOTTOM TYPICAL BAY SIGN f;ECISTERCD l cIIECT GORDON A, CULTN STATE Of Y /ASHItiniUN SIDE VIEW NORTH /SOUTH CEILING GRID TYP. NOTES ACCEPTAB I L I TY THIS DESIGN AND/OR SPECIFICATION IS APPROV rD APPROVED BY DEPT . DA'( S . CR SIGN MATERIAL IS 1/16" THK. MIN. SOLID COLOR 'NEVMAR' H -12 DEEP BLUE PLASTIC LAMINATE, LETTERING SHALL BE DONE ON A GERBER SCIENTIFIC PRODUCTS GRAPHICS 2 OR AN UPGRADED MODEL FROM SAME MANUFACTURER. LETTERING SHALL BE WHITE MATTE REUSE EXISTING OFFICE SiCNS (! / M AS -21) AS DIRECTED BY�vNERR1. RENUMBER AND RENAME AS DIRECTED, PROVIDE NEW SIGNS IF ., REQUIRED 2.'MAINTAIN EXISTING BAY' S IGNS IF POSSIBLE. MOVE OR REMOVE ONLY IF IT INTERFE RS W ITH NEW WALL CONSTRUCTION OR I • DETERM BY OWNER THAT ITMUST BE MORE VIS IBLEOR IS NOT REQU'IRED...••REPLACE ACOUSTICAL CEILING SUSPENSION SYSTEM WHERE SIGN 'REMOVED 3 REMOVE E RN REUSE A 'EXI EXTINGUISHER SIGNS AS DIRECTE D L CE ACOUSTICAL • CEILING PEN aIGN 15 REM SUSPENSION SYSTEM WHERE VD. REINSTALL OR PROVIDE NEW SIGNS AT FIRE EXTINGUISHER LOCATIONS .PROVIDED BY "`BO FIRE PROTECTION Rw TELKA t u.o BLDG 9-08 INTERIOR SIGNAGE DETAILS COL A- F /I -20 ^ (E4/96°Wlu+ OCT 1 0 '1991 PERMITCENTER ENGINEERS ARCHITECTURAL MASTER D.C. �cv�l1 \\A NJ RECORD ' 10;6t ORAVINGS 90