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Permit 6628 - United Parcel Services (UPS) - Office and Mezzanine
6628 91-210 ups 13035 gateway drive Permit 6628 - UPS _.• • • 1 •, year • III - N 1988 SETBACKS: N- S •- E- W- FIRE PROTECTION: ®Sprinklers 0 Detectors 0 N/A UTILITY PERMITS REQUIRED? []Yes ©No (through Public Worlcsl ZONING: BAR/LAND USE CONDITIONS? 0 Yes 0 No CONDITIONS ( other than those noted on or attached to permit/plans) ARCHITECT LPN Architects & Planners, Inc. PHONE 583 -8030 ADDRESS 1127 Pine Street, Suite 300, Seattle, WA N ..•. - ' •►Y1 • Bedford Properties ■ 0 241 -1103 ADDRESS Gateway Drive, Suite 107, Seattle, WA ZIP 98168 CONTRACTOR Steve Gwinn Associates PHONE 367 -9393 ADDRESS 12535 15th Avenue N.E., Seattle, WA ZIP 98133 WA. ST. CONTRACTOR'S LICENSE # STEPHGA099BP EXP DATE 1 - 10 - 92 ARCHITECT LPN Architects & Planners, Inc. PHONE 583 -8030 ADDRESS 1127 Pine Street, Suite 300, Seattle, WA ZIP 98101 BUILDR' PERMIT CITY OF TUKWILA Dept. of Community Development - Building 6300 Southcenter Boulevard, Tukwila WA (206) 431 -3670 (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) DESCRIPTION BUILDING; PERMIT: FEE TOTAL :AMOUNT 1; 30.1:00 1S 1 :30 :... • PLAN !:GHEGK.FEE> BUILDING SURCHARGE> 86:00 RCPT# cttop BUILDING rr PERMIT NO. (j) c) SITE ADDRESS PROJECT NAME/TENANT U.P .S. TYPE OF Li New Building (i Addition (x Tenant Improvement (commercial) Li Demolition (building) U Grading/Fill WORK: 0 Rack Storage 0 Renoof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: Tenant improvement to office space and construction of mezzanine. : CODE COMPLIANCE USE °.� Off ice ` / B `2 :< FLOOR'': ................... ................... SQUARE FEET 16,108 /! OCC. SQUARE OCC. LOAD FEET LOAD 119 SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. TOTAL LOAD SQUARE FEET 16,108 16,108 TOTAL OCC, LOAD 119 119 APPROVED FOR ISSUANCE BY: I hereby certify that I have read and examm ned 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: PRINT NAME: ,b COMPANY: This permit shall become null and void it the work is riot commenced with 180 days om the date ot_ issuance, or if the suspended or. abandoned fora' period of 1:80, days from the last >inspection DATE ISSUED: CERTIFICATE OF OCCUPANCY NO. 13035 Gateway Dr ,V- 4C1 cli - c\fit ti Division 98188 PLAN CHECK NO.: SUITE # 149 BUILDING OFFICIAL ASSESSOR ACCOUNT # 000480 -0017 VALUE OF CONSTRUCTION - $ 289 , 900.00 DATE: 91 -210 DATE: ��S PERMIT NO. CONTACTED DATE READY DATE NOTIFIED r ( 1 �!! VI� BY: (Init.) - . PERMIT EXPIRES 2nd NOTIFICATION BY: (snit.) AMOUNT OWING L - 1- 3RD NOTIFICATION BY: (Init.) PLAN CHECK NUMBER q I T aw BUILDING - initial review FIRE 0 OTHER REVIEW COMPLETED PROJECT NAME (7 SITE A DRESS A^ C SUITE NO. INSTRUCTIONS TO STAF O • 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) (ROUTED) Or) (/ INIT: INIT: INIT: INIT: !/ BUILDING' PERMIT APPLICATION TRACKING SQUARE SQUARE OCC. • SQUARE OCC. TOTAL E E DEPARTMENTAL REVIEW "X" In box Indicates which departments need to review the project. Alo. 6 3/ a. CONSULTANT: 5l -(1) FIRE PROTECTION: (rinklers ritierectors () N/A FIRE DEPT. LETTER DATED: e /S/��/ INSPECTOR: s ZONING: REFERENCE FILE NOS.: MINIMUM SETBACKS: N- S. E W- PUBLIC WORKS LETTER DATED: Date Sent - Date Approved - UTILITY PERMITS REQUIRED? () Yes IBAR/LAND USE CONDITIONS? (]Yes [LN° (1 No M BUILDING - G //// /0/9/ ,) TYPE OF CO SPi TRUCT)ON: final review INIT. h7/V 604 ici UBC EDITION (year): TOTAL C LOAD PROPERTY OWNER PHONE 241 -1103 ZIP 98168 ADDRESS 12720 Gateway Drive, Suite 107, Seattle, WA CONTRACTOR Steve Gwinn Association PHONE 36709393 ADDRESS 12535 15th Ave. N.E., Seattle, WA ZIP 98133 WA. ST. CONTRACTOR'S LICENSE # STEPHGA099BP EXP. DATE 1 -10 92 ARCHITECT LPN— Architects & Planners, Inc. PHONE 583- „E91,30 98101 ADDRESS 1127 Pine Street, Suite 300, Seattle, WA ..�........u� „�o,,.�, ,.....,o, u,.., , w,...,,u ..�. ........, (206) 431-3670 DEscRwrIO AMO i NT RCPT # :. DATE BUILDING PERMIT FEE . 5.. 00 PLAN CHECK 1 NUMBER q(„<1 APPLICATION MUST BE • FILLED OUT COMPLETELY. PLAN CHECK FEE :�.d * ;ld 1 IIIIMMI C,41 IIM BUILDING • THER TOTAL = SIT AD E S SUITE # `� ��0`� Wks •r ..NIA— L G] VALUE OF CONSTRUCTION - $ $289,900 A $18 /SF PROJECT NAME/TENANT U.P.S. T.I. - Gateway Bldg 9 ASSESSOR ACCOUNT # 000480 -0017 TYPE OF • New Building U Addition % Tenant Improvement (commercial) • Demolition (building) WORK: 0 Rack Storage 0 Reroot 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: Office space and construction of mezzanine in existing 1 story building Total area of tenant improvement (2 story) = 16,108 SF BUILDING USE (office, warehouse, etc.) Office /Warehouse (T.I. office only) NATURE OF BUSINESS: Parcel Service e i on al Office WILL THERE BE A CHANGE IN USE? No Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: N/A Tenant Space: 16.108 SF Area of Construction: SF WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? e No 0 Yes IF YES, EXPLAIN: i CITY OF TUKWILA Department of Community Development - Building Division BUILDItL PERMIT APPLICATION ( HEREBY CERTIFY THAT I HAVE`° TRUE AND;C,t RRECT,'iAND I AM BUILDING OWNER OR AUTHORIZED AGENT SIGNATURE PRINT NAME ADDRESS 1 DATE APPLICATION ACCEPTED 2720 Gateway Drive, Suite 107 C.A►TI PER ......, :::....:............ . . DATE }Li' . PHONE 44-- •1-1.8 3 CITY /ZI X Seattl e, WA 98168 CONTACT PERSON Bob Hart PHONE241. -1103 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 et 431 .R70 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 architectengineer, 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. r' DATE APPLICATION EXPIRES I-- P FA COMMERCIAL NEW COMMERCIAL BUILDINGS /ADDITIONS n Completed building permit application (one for each structure) n Assessor Account Number Two sets (2) of the following . f Specifications Structural calculations stamped by a Washington State . engineer • n Soils report stamped by a Washington State licensed engineer Topographical survey RACK STORAGE L Completed building permit application Assessor Account Number Two (2) sets of plans, which include El Building floor plan showing: • Entire space where. racks will be iota • Exit doors • Dimensions of all aisles Tenant space floor plan showing rack storage layout, aisles an --- exits, NOTE include dimensions of racks (height, width and le and exit ways on plan licensed E Structural calculations stamped by a •Washington State •licensed . • •; • engineer (radc:storage 8' and over) RESIDENTIAL COMMERCIAL TENANT IMPROVEMENTS Completed building permit application (one for each structure or • . tenant) C Assessor Account Number Two (2) sets of construction 'plans, which include: Site plan • Energy calculations stamped by a Washington State licensed • engineer or architect • Legaldescription Working drawings, stamped by a Washington State licensed architect, which include: • • Site plan • Architectural drawings Structural drawings • Mechanical drawings • Elevations • Civil drawings •. Landscape plan r Completed utility permit application (one for entire project) Six (6) sets of civil drawings . . NOTE: See utility permit application and checklist for specific utility submittal requirements. NEW SINGLE-FAMILY DWELLINGS/ADDITIONS Completed building permit application (one for each structure) Q Legal description Assessor Account Number .: 0 Two sets (2) of working drawings, which include: • Slid plan • Foundation plan Floor plan • Roof plan • Building elevations (all views • Building cross - section • • Structural framing plans Washington State Energy Code data [ ] Completed utility permit application n Six (6) sets of site plans showing utilities NOTE: Building site plan and utility site plan may combined See utility permit' application and checklist for specific submittal requirements. Adclitienal 'topographical and soils information may be required it unique situ ' conditions. , V% SUBMITTAL CHECKLIST tit), aisles • L ocation of tenant ace Existing and propose park Overall bug plan 'Tenant locatio Use of ildin adjacent (co wall) tenant, • Overall dimensions of building or square footage Floor plan of proposed roposed tenant space: t space plan, wi th useof each ro m labelled. • Exit doors egre pa • New walls, exist w andwaiis tor. demolished. Construction details • Cross sections show wall construction an m o f attachment for floor and ceiling Structural: calculations stamped bya Washington en:::: s ee' engineer. may be requiredif structural work is to b set s) NO TE a ny u bGry w o rk is to be do submit separate uttdry per app and plans : REROOF a • Completed building` permit application (one for each structure C Assessor Account Number ; C Narrative 'describing existing roof, material being removed, an material; being installed NOTE: A certification letter is required prior to finallnspection and sign off of the permit ANTENNA/SATELLITE .DISHES Completed building permit application C Assessor Account' Number Two (2) sets' of plans,, which i nclude Site Plan ( showin g building and location of antenna/satellite •dish Details antenna/sateliite dish and Structural calculations stamped by a Washington State livens :;engineer rney be;required one for each structure) , which include: RESIDENTIAL REMODELS Completed buildtng permit application Assessor Account Number •Two (2y sets of working drawings, •'Site plan . • • Foundation: plan Finer r Roof plan •.Building elevations..(all views) •,Building section • Structural framing plans NOTE; If any utility work is to be done provide ufillry permit application and plans must' submitted method of attachment REROOFS Completed building permit application (one for each structure) (� Assessor Account Number describing existing •roof, material being removed, and material being installed NOTE: A certification letter is required prior to final Inspection and sign off of the permit. : PROJECT: 2 PERMIT NO. '(..g CO / P , SITE ADDRESS: I ?)-0 C Ifr WU/ 1 • DATE CALLED: TYPE OF INSPECTION: t DATE WANTED: .• • .m. SPECIAL INSTRUCTIONS: REQUESTER: alL. PHONE NO.: lf - C) (p INSPECTION RESULTS/COMMENTS: "L;v - 4- .._ - 1t 4 --kr\N-k 4 1 -thiva 7 ' j F..A...-. t ti.L.... i .L, • ' , . 1 1 INMI3Pr!TAR. r . 9" DATE: -2- -RI CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431-3670 (- INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: t/t Ps -• t 4P /y PERMIT NO. (o (l/ - 8 SITE ADDRESS: IL, 0 3 --, / t Mi Drs ) DATE CALLED: Xj- -/ 9 / TYPE OF INSPECTION: �1 __ Ap / ; 1 D ATE WANTED: a ; / -- , , SPECIAL INSTRUCTIONS: / ' , i C f 5 &)L(/ REQUESTER: PHONE NO.: 7 - q g — C, 6 0 ) kP, 4 ' 1 l e . , w t a,id INSPECTION RESULTS /COMMENTS: `"_co ‘---- J2 . ....5...,...A.._ �.,c... -C.; , °--i • - . rte. • �,.,...a-t,A. -' ,.� INSPECTOR. ---r --- : C�� % DATE: �' - ZCr - / l >T. ` iJlr.:. _ vnS �1:�.�i! i.l:i X!.(:�:•,m me rY.n::a- ....... CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 CITY OF TUKWILA Building Division 6200 Soulhcenler Blvd. Tukwila, WA 98188 433-1845 Permit No. 1,0 Date 2C/2-Ctp( Job Address 13° 4 13 C' CORRECTION NOTICE The following items are found to be in violation of Ordinance W and shall be corrected. F- I) Fi NIM- PGA-ws ri7 (TIA CO ' two< be-Troz..., 1f C 1314%c1/4.7: Oeittin Fc..43-cht— u, Ti O FL. 4) v) 14 qt-J9 p v I c ` A t tA P TPS PC. 61 r-f et 1 Art- 1 LAY b14.- • P-IrvArt-- t v . kt— Signed Building Official/Inspector PROJECT: l..ki PERMIT NO. (p (, 2.-r SITE ADDRESS: DATE CALLED: 's 27 DATE WANTED: - 27 -q 1 "V TYPE OF INSPECTION: FiLis v .sc, -, Cs8 ) 6 „ w/49 SPECIAL INSTRUCTIONS: eikAi.. L.17 .,----, REQUESTER: PHONE NO.: INSPECTION RESULTS/COMMENTS: f l-e-trr..*v ( si c...A.NrA4-e .13 1-s■--b c.-4,6 , AJN - D-1....Q.v. ....,....Q.,...,-9%-vr e- DATE: - 2 -'7 -9 I INSPECTOR: C. L., ( --- -------- CITY OF ruicwiLA Dept. of Community Development - Building Division Phone: (206) 431-3670 INSPECTIO1 RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: / - PERMIT NO. 4 1 ,-'g SITE ADDRESS: i /1Li.i / , I.2 / DATE CALLED: __ TYPE OF INSPECTION: tti,e Criw / .„ DATE WANTED: ; i -~ .. SPECIAL INSTRUCTIONS: REQUESTER: �..) 4' PHONE NO.: 4 - '7.36 INSPECTION RESULTS /COMMENTS: C VVIt/U , o / G c'v` - i I I PE_CTOR: /'✓ 1 ' DATE: Q BN ' I CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 lNSPECTIO RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 r REINS6ECTION APPLICATION City of Tukwila — Building Division 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 (206) 431-3670 Reinspection of: z-4 rIC- (AI Site Address: ' O 3 5 1) • Contradoc Address: --S Applicant (signature): (please print name): Contact Person (please print): FOR OFFICE USE ONLY Reinspect Fee: $ 3C) .0C) ($30.00 ninlmum) Receipt No. rf:") loQ Reinspection scheduled lex (date) '%"*" (circle one) PERMIT NO.. Ca Co 1 k Original Inspection Date: Project: CA-1 S Phone: ZP: T6' Date: Dale Received: a m PROJECT: S PERMIT NO. 67 6 7 SITE ADDRESS: �. a1 Dr DATE CALLED: TYPE OF INSPECTION: ' ` - DATE WANTED: 1- '5)'- • • SPECIAL INSTRUCTIONS: I - I REQUESTER: }�, --- PHONE NO.: INSPECTION RESULTS /COMMENTS: `-_ *. c�e-eAry . G , /1w • -f'4►+ ..r y cc&s.t'� W p''• INSPECTOR: DATE: J CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard - #100 Tukwila Washington 98188 PROJECT: LW ..... ...TAW Mr .4 /Lj PERMIT NO. (p69 DATE CALLED: - -. SITE ADDRESS: • --11 TYPE OF INSPECTION: ,(n.A.PA 1 5 I 4 . 4 a ) DATE WANTED: 7 ,..-- SPECIAL INSTRUCTIONS: REQUESTER: PHONE NO.: L...- — 93r INSPECTION RESULTS/COMMENTS: N A P efi-dve v.5c6 Ceret.a..c mi.. INSPECTOR: - 310 . ; € DATE: CITY OF TUKW1LA Dept. of Community Development - Building Division Phone: (206) 431-3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 6 CITY OF TUKWILA Building Division 8200 Soulhcenter Blvd, Tukwila, WA 98188 433-1845 Permit No. _( 2 .___ Date `__L Job Address UIS CORRECTION NOTICE The following items are found to be in violation of Ordinance and shall be corrected. f \ r.l, tJ t"-, W u h3 M P rwA c ci R4tr'c -fi A /2-c" 9& l-u c,.w. eL v_ . 02 _ (.-r n_n 24N o\F P f -awen 1 l - A-o p pc tineiEr2.._ w (e E" 9 ,si N P l L - V1/t1 • t _ 7.°S A01) l Pow A ►2 w �►���_ e _P o� S r ,Z >a 61,4 s - Signed C'"3 Building Official /Inspector PROJECT: r• PERMIT NO. t1( Z i DATE CALLED: ,5'--t- `9l SITE ADDRESS: t44 TYPE OF INSPECTION: GL.W6 DATE WANTED: 1_ 1 ° ' m ' p.m. SPECIAL INSTRUCTIONS: REQUESTER: 4 — / PHONE NO.: INSPECTION RESULTS /COMMENTS: 6 t. `. r Cblr. INSPECTOR: DATE: - (— `/ I • CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: ,.-- ("eq C PERMIT NO. 662....-- DATE CALLED: - ,-- , CY.. AO SITE ADDRESS: '3 c - TYPE OF INSPECTION: C ,,,&. _,) e4g DATE WANTED: 7.--- e) - ..,,,.., 4 4 11 . SPECIAL INSTRUCTIONS: A -A2.......,, REQUESTER: z...7 ,,z, ,4 PHONE NO.: INSPECTION RESULTS/COMMENTS: v ra X r-,S CZA-L leir-v-u-eak-- fr c-v/ INSPECTOR: 1 DATE: S - CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431-3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwlla Washington 98188 PROJECT: 1 4 a -it y" - uP-S PERMIT NO. 6 2 I" SITE ADDRESS: 03 5 _ ' DATE CALLED: TYPE OF INSPECTION: _, DATE WANTED: 1 © _ • , _ • SPECIAL INSTRUCTIONS: REQUESTER: )144-- PHONE NO.: INSPECTION RESULTS /COMMENTS: J -. p t1 C..,nit /lA Y INSPECTOR: /7.., - _ C— J? DATE: . ? ~Z (e— e t( CITY OF TUKWWIr4 Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: (,P, PERMIT NO. (o , 5( SITE ADDRESS: DATE CALLED: Z y --c1/ TYPE OF INSPECTION: 4 ,� . � ,,., c, r i� � DATE WANTED WANTED: REQUESTER: ..-. 2_ _... 9 7 i„ ,., •.m. -; - _ SPECIAL INSTRUCTIONS: 1 PHONE NO.: INSPECTION RESULTS /COMMENTS: 1 . 4 s u L A" r� 1� , �� / / 4,p< // 5� Lcfa if . .. . / sue.. _� �. IRJCDRf TAR• /. 7 �wh^ti_ MATG• "7 -, c -- r CITY OF TUKWIL4 Dept. of Community Development - Building Division Phone: (206) 431 -3670 Addliii INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PRO >�S NO. 2_Sr SITE ADDRESS: _PERMIT DATE CALLED: -2_, I TYPE OF INSPECTION: DATE WANTED: 7--P 3 --' SPECIAL INSTRUCTIONS: REQUESTER: A9 PHONE NO.: INSPECTION RESULTS /COMMENTS: /4-= , - �- /12 p,,,/ /S/ $. /' G ! -PAN .s4, e , v^� -- INSPECTOR: e , .tJ DATE: 7-- 2- 3 'Y/ CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: VS PERMIT NO. (' SITE ADDRESS: ( 3o' 3 S C 1 ' i c(1 DATE CALLED: - DATE WANTED: 7- q I _ , . C J TYPE OF INSPECTION: )\- ( PdwTwN1) SPECIAL INSTRUCTIONS: Ea...,.. ( 3 "n) REQUESTER: j,- 4 1"4- PHONE NO.: INSPECTION RESULTS /COMMENTS: INSPECTOR: DATE: 7-2,5- 'I I CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTIO4 RECORD 6300 Southcenter Boulevard - #100 Tukwila Washington 98188 PROJECT: �„ u �_�J PERMIT NO. 4 S SITE ADDRESS: r _ DATE CALLED: -- = / TYPE OF INSPECTION: G .�� - A, DATE WANTED: -- ; SPECIAL INSTRUCTIONS: REQUESTER: /3 b ? / � PHONE NO.: 47 y_ yl 432 INSPECTION RESULTS /COMMENTS: Sot6-;) . p 0 li M1`.d c.64 • INSPECTOR: - DATE: 7- 2-is- CITY OF TUKW1LA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: m - K S. IA-716 izz9 PERMIT NO. (P&p, DATE CALLED: 7_ /Co — 9/ DATE WANTED: '7-' / -- lin SITE ADDRESS: ) O3 l./zi3- €-' TYPE OF INSPECTION: /teiiy Y , SPECIAL INSTRUCTIONS: U REQUESTER: D -/ PHONE NO.: e — ,,3 6 INSPECTION RESULTS /COMMENTS: i tueo.rTnr2. _,L....› -- -- rm r . - 7.- /'7- 9 1 l�. CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: i 1 PERMIT NO. r , .; SITE ADDRESS: / - 2, h 35-- , ,,,,; , DATE CALLED: -//-----7; TYPE OF INSPECTION: /- .0 L .1.7-4. y DATE WANTED: "7—/2____ � REQUESTER: ,/2 c ps SPECIAL INSTRUCTIONS: — PHONE NO.: INSPECTION RESULTS /COMMENTS: 2 ' ,'2 7 ., _/, ,-, .4,4. r , u, (. / � .s � i .of .1...a— / / • _ . — � — . _ " :. ` �. Air DATE: '7-- /7 11 INSPECTOR: ,,.,.e. �,t,/)f/1. -t CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 C al8LA City of Tukwila . 19 OB FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188-7661 (206) 575-4404 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name Address 3 5 4:- e fi Retain current inspection schedule / Needs shift inspection / without correction notice Sprinklers: Fire Alarm: A Hood & Duct: Halon: Monitor: Pre-Fire: Permits: Approved with correction notice issued Gary L. VanDusen, Mayor Control No. Permit No. (/z. Suite # / /5 7- 1' Authorized Signature Date FINALAPP.FRM T.F.D. Form F.P. 85 • RICHARD HUDSON & IC JOOTATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206-324.6160 •••••■ 1_0Nr>.s. rFt " fty: ," to n •• • .p 11, • - •.r 4'9;410 iipep \I 0 7V 4 1 7 - 'TS 6 Y1-t i IA) ja.0 004 L co - maammamamolwhowlegowINIumew J Iv = It - • • Joe T:L",r;...11.. C70; SHEET NO CALCULATED BY CHECKED BY SCALE - 12>O 4C (' _I Co," ..1 24 "a i LP Architects & Menne 1 — • 2:icomtstvc. e 5-0 1 F.LoCZINc- ,....._ ___. .. _ - — r_r...,„........._ _....2;..S.......__ Q, E. Rs! t■I I_____ .._ — .._ __. ... . _.....Z. _ 1 I 1 JO 1 1 2 IL. , ; ; .• .-] e 251. ' atioug4. 1 .2.17 / to, .tr! : r ;I' ■ • ; 24- 4.L,t.oLoz. i zosb (1.07) Q7 ! , • To) Li 9 F OF RECEIVED ; CITY 071.1KW11.:A-- 'MAY 2 11991 • L_ .4 . 5 5 C.5 15 _et,l4glu.) I I L 1 • u •-• RICHARD HUDSON & £ 30CIATES, INC. 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CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206 - 324 -6160 JOB ro FOC, t)M 1 — SHEET NO 1 �1 -- ' t OF CALCULATED BY DATE CHECKED BY. DATE SCALE V1 111 Pz) -t„' _._j CO __ ._.__ LTA N I _ o p _ ___ 4 —_ _ _ -_ _ _�- ___ -__ _ `� -- ( 2.15 _� • -- __ � ._ 1 _ _ -_ 1 _ ___ - _.1.? P 12T .-1-- r17. ..__. _ = (, _._ 3) i 1 Sig _ . _. 10 / wwdo•u1 _. . .... L ....... CO. .... . ___ 7 • . EXl210R- ... .... .. _____ ___________ LONG. (N L L _ _ _ I 5 ~5 �' ____ _ ._ _ __ . __ . _..... _ ..._ [ _.__. _...__.....__ _ - Iz 2,q _ _ _. !L Z � 1 _....._ 3 5 __. - __._ ___ _ e mac“A. ■ ___. __ 17,3 , _` I- _ C 1z.,- .__,.. 3 _. __ _ i . RICHARD HUDSON & ACJOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206 - 324 -6160 JOB ro FOC, t)M 1 — SHEET NO 1 �1 -- ' t OF CALCULATED BY DATE CHECKED BY. 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CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206 - 324 -6160 JOB J G/ SHEET NO. r Y' L OF CALCULATED BY DATE CHECKED BY DATE SCALE CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO, - 7( a18 7 -/S' 7-22., 7 6K/2., /9Z� gS6t) (9 2 o70 -(--- 1b► I 2 - I2 70 E INEER / 9S000 95500 331,0 308 o R 2 -O -tZ 2 FIELD TEST DATA TRUCK SAMPLED 4:2_ TRUCK TICKET NO. fJj / ,, TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR s i..f ‘ /I /9Z� -(--- IS 4A-C `/ AM PM E INEER R 7 CP 4 / CONTRACTOR DATE _ FILE NO. DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS PR ECT - 7,' ?3.4!//1.7 li //& -- 7 — Z: t / ) c LOCATION J_. I / if .d. La.' BLDG,?EjMA� r OWNER CA. /9Z� WEATHER &r9 TEMP /- �j AT AT `/ AM PM E INEER R 7 CP 4 / CONTRACTOR BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT t / ) c FA. /_('' CA. /9Z� WATER 6 a 70 TOTAL A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881-5812 FAX � (206) 881 -5441 TO: �v "'J/ ekif % f L r T/} / ATTN: /50 levr Z7 Zo A T 1p 7 Six l! oat 70/ PRODUCERS CONCRETE: PLACEMENT AREA & NOTES ///eZi k/Vi 607 9411 .. / % /Gl COPIES TO: MIX NO. __(473 G (/ ADMIX. Cf.LINDER REPOR( COMPRESSIVE STRENGTH �.' • *,. • LPN AYc.4 SG- i\_eci ordt CEMENT CU. YARDS PLACED ( 12 DESIGN STRENGTH 30e INSPECTOR: SIGNED: -1.7 . co i 4• I b -GI SEE FIELD REPORT NO. y • /e 1 h /1 4 . A.A.R. TESTIN BO j TORY, INC. N 4395 CR MEMO TO: PERMIT FILE# 6628, U.P.S. Gateway FROM: R.S.B. DATE: July 25, 1991 SUBJECT: Revision to 1 -Hr. corridor construction detail. Paul Coppock submitted a revised detail for the 1 -Hr corridor construction, and this was approved on 15Jul91. Before this could be reissued, Paul called and requested that a second de- tail (alternate) be approved for use at fire rated corridors. Both details are acceptable, and have been approved. Min. 1/2 Hr additional review . time is due. $15.00 P 4' ta9.2a-5M ". •...••..I.w '.1. Y...I4w..• n'M. ra% . \.r• ,...••.•i* 1.... 7 VI w. 4.0 ��. - .�4. 0 TENANT CORRIDOR PROVIDE SEALANT BOTH • • SIDES OF WALL, TYP. CITY OF TUKWILA • APPROVED 'JU 1591 BUILD N - ISION CONTINUE FRAMING AND = FAA TO STRUCTURE WHERE WALL IS UNBRACED FOR SPANS OF S' OR 9E"' ATER 4--CEILING CONSTRUCTION TO NO FIRE DAMPE MATCH I -HR WALL CONSTRUCTICN \REQ'D FIRE TAPE. FIRE DAMPER (TYP.) CONST 3' GM TYPE 'X' EACi-f SIDE OVER 3 MTL, STUDS FINISHES PER FINISH SCHEDULE Scale: 1/2"=V-0" 7 -10 -91 ATTACHMENT TO ; 9e12I or * VCv28 1 - 10 -qt. kQeV►SIO GATEWAY CORPORATE CENTER BUILDING 9 U.P.S. T.D. A.G.T. 5EE SPEC. SOUND BATT INSUL., SEE SPEC. TENANT TYP. 1HR CORRIDOR 1/2' qk01461)1XTA IO/r. • TYP. 1 -HR. CORRIDOR DETAIL File; DETAIL \IHRCORRS LI.P5 TV4/4 1 1 DRAWN . CHECK : SHEET NO k); I , tecison omeroyNod west; Inc.. Royce A 'Berg% ' Pine Street Suite 300 Sekitt e VA 98101 (2063 d ••■*/*//••••••4./../4 risn'4.1.'r 4 i 4 :1V 1 4.— ^.. L. 4% 4 / . " "?'"' 44 '4 ' I " • PROVIDE SEALANT AT ALL PENETRATION TENANT FIRE DAMPER (TYP.) 1-HR RATED LIJA4. CONSTRUCTION, /8' GUA3 TYPE 'X' EACH SIDE OVER 31/ MTL. STUDS CORRIDOR PROVIDE SEALANT 130TH SIDES OF WALL, TYP. FINISHES PER FINISH SCHEDULE TYP. 1HR CORRIDOR CI 3 )F IR NVV 155D velum L. tO,/'T JU 23 1991 ALTERNATE 1-HR. CORRIDOR DETAIL ED Scale: 1/2"=1'-0" BUILDING DIVISION 7-16-91 viraissein ATTACHMENT TO ; gG\it top GATEWAY CORPORATE CENTER BUILDING 9 U.P.S. Ti TO STRUCTURE UJHERE WALL 15 erstand that the Plan CONTINUE FRAMING AND 5 ced UNBRACED FOR SPANS OF e EATER —1-HR CEILING ASSEMBLY NO FIRE DAMPER G1.1.0 LINER AND 5/8' TYPE 'X \ GUJI3 ON 2 CH STUD PER USG CE G 12-10 12 -82 FILE COPY A.C.T. SEE SPEC. SOUND BATT INSUL., SEE SPEC. TENANT 1/2M File: DETAIL\1HRCORR6 TEA yns/aI ire To: Attn: . Arct,itectUro and Planning Leason Pomeroy Nbrthwest, Inc., Royce A. Berg , A.i'A:., 1127 Pine Street, Suite 300Seattle, WA 98101'(206) 583.8030 • TRANSMITTAL Bob Benidicto Re: Building Department Permit #6628 Description: 1 Lupy Alternate Revi Submittal U.P.S. rridur SECl,ion Street T= — Beta i 1t0 dated 7/16/91 Remarks: City of Tukwila 6300 Southcenter Blvd Tukwila, WA 98188 ❑ Sent per your Request 0 For Approval 0 For your Use /Reference 0 For Distribution ® For Review and Comment i For your Records MAIL By Paul . Coppock cc: Bob Hart \ George Minniear /Brian Merisko Date: Project Name: Project No: 0 Other: July 16, 1991 Gateway UPS NW 91003 Participants: f f. P _...' Phone Conversation In- Person Meeting (_ Location: Summary: C CORD OF CONVERSATION LPN /ROYCE A. BERG ARCHITECTURE AND PLANNING 1127 PINE STREET, SUITE 300 SEATTLE, WA 98101 (206) 583 - 8030/583 -0708 (FAX) Action Required: OIL I k :ids Initiated By: Date: Project Name:, Project No.: Subject: <�1 iSEr • 401 re s,,,,,.J. I ';'N A a11► i 1 8y� V.�. cc: F;cftb 4\141c47, Oa, RskmeAD 62Dve5c Wm.) tie. / flett44 Mrvee.15 .. 1: ' ‘Pr OVA , ....;, � Cj 1• ..... * ` .- - Participants: f f. P _...' Phone Conversation In- Person Meeting (_ Location: Summary: C CORD OF CONVERSATION LPN /ROYCE A. BERG ARCHITECTURE AND PLANNING 1127 PINE STREET, SUITE 300 SEATTLE, WA 98101 (206) 583 - 8030/583 -0708 (FAX) Action Required: OIL I k :ids Initiated By: Date: Project Name:, Project No.: Subject: <�1 iSEr • 401 re s,,,,,.J. I ';'N A a11► i 1 8y� V.�. cc: F;cftb 4\141c47, Oa, RskmeAD 62Dve5c Wm.) tie. / flett44 Mrvee.15 .. 1: ' ‘Pr OVA 4 DATE ADDRESS ARCHITECT OR ENGINEER CITY OF TUKWILA 6;00 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 (206) 433 -1851 * *REVISION .SUBMITTAL ** Jkf PROJECT NAME, fptripvi xi Ze CT 01 P.c. TIT. D CONTACT PERSON d_ -' tal At PERMIT NUMBER ll��Y2V (If previously issued) PLAN CHECK NUMBER 51-- ' 3 D TYPE OF REVISION: A t .i N IA. 91..1S a2 P�� �ro� p�x�►zuA��E �.EI,uNrr � F�J �i �12s noel. a PHONE 441-11(2 SHEET NUMBER(S) 1 r4 1 04 0.6 � i 9 5 "Cloud" or hi ht a 1 areas of rev sions an date revisions. SUBMITTED TO :A ACNI7 C / tx-km CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO, 7 0 (A 6 7-3 I l d2- AT AT 7470.0 2 7/ 0 `7., e 70 & G I 7 -2 CONTRACTOR 7 067 7 -24 23 FIELD TEST DATA TRUCK SAMPLED TRUCK TICKET NO. TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR WEATHER e 7 // AT AT AM PM ENGII EER ir/rAil,etr, hilt `7., e „V-S-- ARCHITECT _ 47f � /^_ l�l�ily/ f�/iGfi/ f TOTAL CONTRACTOR DATE / - z - T/ NO. ql - S 7 /d % MOIST PROJECT /3 0 3 Z -411 i4-tUfkl -7+1 474- S. LOC TION `' " V112 BLDG. PIT.NO. OWNER Nge WEATHER TEMP AT AT AM PM ENGII EER ir/rAil,etr, hilt WATER „V-S-- ARCHITECT _ 47f � /^_ l�l�ily/ f�/iGfi/ f TOTAL CONTRACTOR BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT V112 FA. Nge C.A. 2-0S-0 WATER „V-S-- TOTAL A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 881 -5812 - TO � 11L� 4 / ; TA. ATTN: /Q4 7��7TT -n / (---7c4/10- . S74 /07 �d77r!� Wa4 7z3 /6Ie MIX NO. `>` `f' li(J PRODUCERS AEA. PLACEMENT AREA & NOTES CONCRETE: Y LINDER 1tEPO1Cf COMPRESSIVE STRENGTH CEMENT G-G 79, p, 7 4Ji. 1 r /lit SEE FIELD REPORT NO. SIGNED: N_ 3373 CR CU. YARDS PLACED ADMIX W CAC12 % DESIGN STRENGTH ©d� A. A. R. TESTING LABORATORY, INC. DATE 7..J7/ 9, r . S :L � LOCATION ,�� j3 � � UCJ ' 1ii� may/( �/� C . 464 1 l('�I/ T.+-✓' OWNER OLD . PE MIT, ,NO. WEA ER' " "` TEMP AT AT AM PM E N G � E R l E w ARCHITECT CONTRACTOR TO: 1.D REPORT .A.R. TESTING LABORATORY,INC. P.O. BOX 2523 REDMOND, WA. 98052 (206) 881 -5812 FAX: (206) 881 -5441 ATTN: /Me/ate 4 A, W..' 1 // /Z?ap C14.7rfAel m err. -ri"E_/a7 5,4-70/15 (//4 rgike # A4,/,v_74. D4/ PA/ Lx7r4 /aZ oL 3 SIGNED' PREVIOUS REPORT No. INSPECTOR: At1t c.„ FIELD REPORT N 11 19 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. -- 7(2l8 7- /S AIR 7 6K f /. /yZj---- 5 E36 r)r) 20x70 TEM� G Q `J AT AT `/ AM PM EtAINEER ✓ N-/ iii l p -fn ' ARCHITECT A / / Rp2_0 i ? Z ( . FIELD TEST DATA TRUCK SAMPLED / ‘■2-' TRUCK TICKET NO. / ,g TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR CA. /yZj---- WEATH � '�/ TEM� G Q `J AT AT `/ AM PM EtAINEER ✓ N-/ iii l p -fn ' ARCHITECT A / / CONTRACTOR 4- DATE 7 /I =, / FILE NO. f/ 4- S G % MOIST PR• ECT CEMENT LOCATION r • _.t /� BLD94EAMiT N r•,:i 4 OWNER - FA. /(- CA. /yZj---- WEATH � '�/ TEM� G Q `J AT AT `/ AM PM EtAINEER ✓ N-/ iii l p -fn ' ARCHITECT A / / CONTRACTOR 4- BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT -20 FA. /(- CA. /yZj---- WATER a 7O TOTAL TO: A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 ATTN: /50 /J 7 / 2-7Tv A7 r/ 0 7 MIX NO. 10, G� PRODUCERS CONCRETE: PLACEMENT AREA & NOTES COPIES TO: SGA c I'LINDER REPOR L' COMPRESSIVE STRENGTH SEE FIELD REPORT NO. N_ 4395 CR CU. YARDS PLACED DESIGN STRENGTH 3aov INSPECTOR: 764744- �i�/ ' l A.A.R. TESTIN BO ; TORY, INC. SIGNED: DATE FILE NO. PROJECT 6_2,¢ y L G. 0ey 0,6$ Ts. ADDRESS /3r 2- mii A09:5 BLDG. PERMIT. NO: • OWNER WEATHER TEMP AT AM AT PM ENGINEER y /, ARCHITECT ,�� ,,� .. L p !' T CONTRACTOR .sP , - 7) 444.) /7t.)ri) As -� e. .R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 To: , e g) ,, P /c2P, *r7L^3 ATTN: k. >.6 /2-12 0 ga.p L72. )1 4 INSPECTION PERFORMED: RESTEEL 13:1 CONCRETE O MASONRY O STRUCTURAL STEEL O WELDING 0 BOLTS O OTHER LOCATION(S): ,,67_bs1 rer4 / ; pd �o fl , SUPPLIER Q <'r- MIX NUMBER A t L) CYLINDER REPORT NUMBER /z / SLUMP AIR CONTENT COPIES TO: -4 St FIELD REPORT INSPECTOR SIGNED. PRIOR REPORT N_ 4924 FR • FOOTINGS O AUGER CAST PILING SI SLAB O WALLS O COLUMNS O OTHER Si CONCRETE 0 GROUT 0 MORTAR DESIGN STRENGTH 3'° O NUMBER OF SAMPLES CAST RR. 4 1/ ° 2 3 TOTAL CU. YDS. PLACED 21 * - S" CONCRETE TEMP 7 / ° TIME If - 3 ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. YES ONO Date or Plan Number REMARKS: /7.=3"t2� f �Q�st,JG�sP�l r� - r .4�°.�i2�, � dx /s"pr_'r TAF u i- s �p .crS .As U4 i K) �,e�xs2a3=S A.A.R. TESTING. LABORATORY, INC. DATE '/R 7I §.--.37 / PA EC S' _ LOCATION 1303 �.i iz ' . S .1A.7 BLDG.PE aA T•< OWNER WE THER TEMP AT AT AM PM ENGI ER `� . I £ZS/7' ARCHIT CT CONTRACTOR * A FIELD REPORT TO: .A.R. TESTING LABORATORY,ING. P .O. BOX 2523 REDMOND, WA. 98052 (206) 881 -5812 FAX: (206) 881 -5441 ATTN. k$ �' 7 . rye 71e----S /A.7oRtf) 47971-41) . 7)/2 .11 7 e d! PREVIOUS REPORT No. Saga :2 d(4 a 5 7 / 4 i« e /a (2 4f w•,cs /471 Yom: "[.. . i! .` J� L�,�1�• IC Ar ,/ . . `f /r— J/ It-d L 4/ . d e,rh -k.,/ t ( e_g s /e/2,9 e_ 14, 2,? ?>ou1aJ AV6Zt 079 rt Oryiv71, 74d47/ / c/ 9/Y7 I 0 rsJ /U©_ 33 7(9 F `t- CG Zefse.en s. SG.ra -ra. . COPIES To. l .L .U)�1\\ta \ . 1 , R k &Sp- tT lv Pk(G, Q c i s K A - ■* e . s 1 - l ( - aI FIELD REPORT SIGNED. NQ «i.7/4 97 DATE 7/ 7..... PR01IECT v` ../1 L.ii ,• Alitti S _ / L/1_ BLDG .IT NO. OWNER W . H - b TEMP . OAT )� AT /7 AM PM ENGI EER / y ER A Lh."vA) ARCHITECT_ /V CONTRACTOR s_ A A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO: 1 6 1r ?iDcO/t 0 4234171T-4' ATTN: 2 1 ' 7 // 7 J 77 -) Ri* i49 INSPECTION PERFORMED: O RESTEEL CONCRETE O MASONRY O STRUCTURAL STEEL O WELDING 0 BOLTS O OTHER SUPPLIER V e ONCRETE 0 GROUT 0 MORTAR MIX NUMBER . (7J 3 U(/ DESIGN STRENGTH - O CYLINDER RP ORT NUMBER NUMBER OF SAMPLES CAST SLUMP AIR CONTENT TOTAL CU. YDS. PLACED 4.) ®,� CONCRETE TEMP 7t TIME ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. O YES ONO REMARKS* /� Date or Plan Number _.r1 er rc-- 025 s.--t7 GO /7 /rl 7 ./7/A..07/1 Ua'll1 y— /P7(/r GC> COPIES TO: LQN ArG4,� 9G-A, -! ed -Card 9rwayikc ( FIELD REPORT C SIGNED' PRIOR REPORT INSPECTOR. #l/(9 l/ t✓i- -- A.A.R. TESTING LABORATORY, INC. N° 5051 FR O FOOTINGS O AUGER CAST PILING Pi(SLAB O WALLS O COLUMNS O OTHER Canon er . r • Pine. StreEp1 Suite,300 Sedtile;IN 98101( ) 583 8030 . "r JOB NO 91003 DRAWN ,:* TENANT .CITY OF TUKWILA BM DING DI ION CONTINUE FRAMING AND RACE TO STRUCTURE WHERE WALL IS UNBRACED FOR SPANS OF 5' OR G -CEILING CONSTRUCTION TO MATCH 14IR WALL CONSTRUCT! FIRE TAPE CORRIDOR FIRE DAMPER (TYP.) I-HR RATED WALL CONSTRUCTION, v/8' GLIB TYPE 'X' EACH SIDE OVER 31/2' MTL. STUDS FINISHES PER FINISH SCHEDULE TYP. 1HR CORRIDOR TENANT File: DETAIL\1HRCORR5 ATTACHMENT TO: CeIZArr fge.C9Z13 1-10 At, kvisioN GATEWAY CORPORATE CENTER BUILDING 9 U.P.S.' CHECK : SHEET NO VN/MM/i4 4IMMININI■••••11NINIP■1111( City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor MEMORANDUM TO; 1-A W E FROM: ,1 DATE: 7- 5 -9 I SUBJECT , �V P�C�► �� ����i 6t®b<I C 0 110 � i V v i o N 1-- 1` t V 2WC6 , rvw$ . R9ptCze0 ) L.P,4 i IhoposEo - eac i L C(2) 7 • Nr (0449.0 ef ccot t cicAp or (w 1 Itc5501A, or- Cw ( 7,ftiv-rr,/z) CA-4,1,6D 1P-o`f5144A9- 44Erzt re gre5Vy�,+A - 4Z2 -1 7 te-c/7s tS0 , 7,0 4P-64-1 der t4vdc- - 7/8/qt, ,u)(depoewax yte 40 QbuA , „, .Go-d )f v«u / — 60 ( RIP: a*)e�rY' CalarF1 CA1104.1 5 - 7710/ 41 • . Legson Pomeroy Northwest, Inc.; Royce A: Berg A IA ., 1127 Pine Street Suite 300 Seattle, WA., 9810 (206)583-8030 • .• -•- . . . TRANSMITTAL To: Attn: Re: Description: —1—copy iull S heet — T= - 1 — De ct Remarks: 0 Sent per your Request S For your Use/Reference For Review and Comment - MA IL By: cc: City of Tukwila 6300 Southcenter Blvd. Tukwila, WA 98188 Bob Benidicto Building Department Permit #6628 0 For Approval g For Distribution For your Records Paul Coppock Bob Hart George Minniear/Brian Merisko Date: Project Name: Project No: 0 Other: July 10, 1991 Gateway Corp Ctr 8/9 NW 90052 1 1111;:i (;•,;1 - 1w it; Ili; 1 JUL 1. 1. 1991 cri'v OFtLjvvtL A PLANNING DE.PT. offices within a building on a story-by -story basis. The code does not necessar- IN TYPES III. W AND V CONSTRUCTION FIRE - RESISTIVE WALL ASSEMBLY EXTERIOR EXIT BALCONIES EXCEPTION 6 TO SECTION 3305 (g) Figure No. 33-13 ROOF ASSEMBLY HEAVY TIMBER CONSTRUCTION WITHOUT CONCEALED SPACES SERVING AN OCCUPANT LOAD OF 10 OR MORE IN R -1 or I OCCUPANCIES; 30 OR MORE IN ALL OTHER OCCUPANCIES and are protected on the side of the occupied use spaces by a fire - resistive membrane extending from floor to floor. In such instance, the ceiling over the corridor may be considered part of a fire- resistive floor or roof assembly and the corridor side of the ceiling protected by appropriate ceiling materials which would satisfy the fire - resistance rating for the assembly. In the alternative, the code provides that the corridor ceiling could be of the same construction as permitted for corridor walls as shown in Case 2, Figure No. 33 -14. This last permission is essentially an exception. In all probability, typical wall construc- tion, when tested in a horizontal position, might not pass the one -hour test. However this arrangement is considered to be adequate protection for the corridor separating it from the spaces above. By establishing specific requirements for fire- resistive construction forcorri- dor walls and ceilings, the code is essentially attempting to get a minimal separation between the exit corridor and the occupied use spaces. Any arrange- ment of the one -hour fire- resistive construction that effectively inter between these use spaces and the corridor would satisfy this requirement. Having effectively protected the corridor as described above, the code r` permits nonrated ceilings to be suspended below the fire- resistive ceiling p..,- vided for corridor protection. In such cases, however, such ceilings must be of noncombustible materials. In that event it is not necessary to provide any further fire- resistive construction as shown in Case 4 of Figure No. 33 -14. Sec. 3305. (h) Openings. 1. Doors. Whenever the corridor walls and ceil- ings are required to be of one -hour fire- resistive construction as discussed above, openings through that construction must also be protected in order to maintain the integrity of the separation. Therefore, whenever such fire- resistive construction is required, every door opening into the corridor from any other building space must be protected by a door assembly having a 20- minute fire - protection rating. Such 20- minute assemblies are referred to in the Uniform Building Code as smoke- and draft - control assemblies. Their primary purpose is to minimize smoke leakage around the door and through the opening. For this reason, these doors shall not contain louvers and should not have excel undercuts. This protection is intended to be a two -way protection. At different times as important to protect the occupied use spaces from smoke in the corridor as k is under most other circumstances to protect the corridor from smoke that might be generated by a fire occurring within the use spaces. The 20- minute fire - protection rated assembly must be in compliance with U.B.C. Standard No. 43 -2. Essentially, this standard provides for the same test of the door as for other fire -door assemblies, except that in the case of the 20- minute smoke- and draft - control assembly the fire test does not include the hose stream. The door itself and the frame are required to be appropriately labeled or otherwise identified to establish the rating of the assembly. The name of the manufacturer of the door and the name of the service conducting the inspection of the materials and workmanship during the manufacturing process must be provided. Whether this be achieved by label or other type of identification or even certification, it is important that the building official be satisfied that the assembly does, in fact, comply with the test standard. /q 305 306 SUSPENDED CEIUNQ NONCOMBUSTIBLE STUDS FIRE-RESISTIVE PROTECTION' ADJACENT ROOMS FIRE-RESISTIVE FLOOR-CEILING ASSEMSL r NONRATED :• 1 F RE OAMPEFj REQUIRED RATED SUSPENDE►O CEILING CORRIDOR CASE ADJACENT ROOMS 2X BLOCKING WOOD STUDS ADJACENT - FLOOR aul l NONRATED SUSPENDED CEIUNQ FIRE-RESISTIVE 'M PROTECTION �; • 1 ! ADJACENT ROOMS 0 'M1 NONCOMBUSTIBLE •: STUDS c RAFTERS OR I TRUSSES AINf .:� �.�_- • I��.�II<1�1I�� r. I t1r� - ' __�_•► � I FIRE DAMPER 1 REQUIRED I ' I 1 1 , 1 :►L. FIRE-RESISTIVE PROTECTION CORRIDOR NO F RE DAMPER REQUIRED 1"1 ADJACENT ROOMS CASE2 FIRE DAMPER REQUIRED ADJACE ROOMS CASE 4 ONE -HOUR FIRE - RESISTIVE CORRIDOR CONSTRUCTION Figure No. 33.14 NO FIRE DAMPER REQUIRED CEIUNQ JOISTS k Th ADJACENT ROOMS FLOOR" DATE joid CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION SUBMITTAL * * PROJECT NAME C)p l CO kit ap C*Z ADDRESS 1()S & et61 MUG N CONTACT PERSON ' ( ' t PcR1 PHONE OM " II 09; ARCHITECT OR ENGINEER OP4)(/ W x U N 1 I1V/► :l 60Z-9)C00 PERMIT NUMBER (PLO n (If previously issued) PLAN CHECK NUMBER 0)0 44zr Keilacs _1Q_20 ?,aoR Case 2tJ kcar 5 itip(Ca4'r ON MOW W Glogr 1k C2 S1 2 DP USG 1tAM if 15 0 i ou t T G 2 MeGFIGD keti< IR& SONGS Ameig3 ODIGT5 ComI)UWt)f& GO) Toll* OPPR uti8e4Z P PJD NE 'CNPiNfs IRS NEED Foe R-49CIN6r L Pituevtp . SHEET NUMBER(S) k (? t QQ 'Jt f D TAI L 10 T r y t "Cloud" or highlight all areas of r 'ions and date revisions. SUBMITTED TO: boy) bemlf)tOro DATE &AIL ( 199 ) PROJECT NAME CITY OF TUIWWILA 6300 SOUTHCENTER BOULEV. TUKWILA, WA 98188 * * REVISION SUBMITTAL * * 'MEM ID JUL 0 3 1991 CITY OF iutvivILA PLANNING DEPT. ADDRESS CS rG) (3 03 GAM' WA"( T) - v E . CONTACT PERSON 13c717. OJ PHONE ARCHITECT OR ENGINEER V' .IG I' 4 A 12-5 PERMIT NUMBER &62.4S (If previously issued) PLAN CHECK NUMBER q I -1.10 TYPE OF REVISION: oke_ - roi 12 G9P.�CD0E. \A JA LLS 4.0 n Get ) v IM.OXI.4 L G11 S p. ( . j n `tefio n.i1 08c, o ra • , • _ I,• : ,.r • nS _ • . .. s A e. 3o' SHEET NUMBER(S) 4 5 k s M GL d "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: — i t— I_ Bob Cc. 10 W7012:1 i(2-1•t4 4 1 c CITY OF TUKWILA / 6200 SOUTHCENTER BOULEVARD A\ ` TUKWILA, WA 98188 (206) 433 -1851 r4 (06L/ * * SUBMITTAL** REVISION SUBMITTAL DATE ✓• CONTACT PERSON 47 4A90 ARCHITECT OR ENGINEER Ppm, C. Roctx 1." waj,T S PERMIT NUMBER "'"' (If previously issued) PLAN CHECK NUMBER J 1 E ` Q TYPE OF REVISION: 112VtOOSGY i aCONDPXY lNe. �1v pve (eso' ` kNO0114 v► Dw Lim it�d '�uil�lih fin.. 2r4 �.S "Cloud" or highlight all a±eabf revisions and date revisions. SHEET NUMBER(S) SUBMITTED TO: KVA j �! PHONE '2.41 `' I V a CITY OF TUKWILA 6200 SOUTIICENTER BOULEVARD, TUKWILA, WASHINGTON 98188 Plan Check #91 -210: U.P.S. 13035 Gateway Dr #149 PIIONE 11 (206) 433.1800 THE FOLLOWING COMMENTS APPLY TO AND BECOME P T F THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER ( to 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 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). 3. 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). 4. All mechanical work shall be under separate permit through the City of Tukwila. 5. 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 welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 8. All high - strength bolting to be special inspected (Sec. 306, UBC). 9. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 10. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. Gary L. VanDnsen, Mayor U.P.S. Page 2 11. Readily accessible access to roof mounted equipment is required. 12. Engineereed 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. 13. 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. 14. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report. Inspection of footing excavations is required, prior to placing of concrete. See General Notes Sheet TS -1. 15. 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). 16. Provide special inspectin for bolts installed in concrete in accordance with U.B.C. Section 306 (a) 2. 17. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 18. 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. 19. A Certificate of Occupancy will be required for this permit. Final inspection approval and approval to occupy will not be granted until final inspection approval has been accomplished for the building "shell" permit. "X" REQUIRED INSPECTIONS PHONE DATE APPROVED APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED R 1 Footings 431 -3670 X 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 X 7 Framing 431 -3670 X 8 Insulation 431 -3670 X 9 Suspended Ceiling 431 -3670 R 10 Wall Board Fastening 431 -3670 11 12 13 R 14 FIRE FINAL Insp: 575 -4407 15 PLANNING FINAL 431 -3670 16 PUBLIC WORKS FINAL 431 -3670 17 BUILDING FINAL 431 -3670 BU1LD1G PERMIT INSPECTION RECORD (Post with Building Permit In conspicuous place) CiTY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SITE ADDRESS: 13035 Gateway Dr SUITE NO.: 149 BUILDING PERMIT NO. DATE ISSUED: PROJECT: U.P.S. CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE INSPECTION PROCEDURES AND REQUIREMENTS t S(rnaR (0- (INSPECTOR COMMENT SECTION ON REVERSE 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. owiuco ' 1. Footings 2. Foundation 3. Slab /Slab Insulation 4. 1 Shear Wall Nailing 5. Roof Sheathing Nailing 6. Masonry Chimney 41 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 Check No.:I "2t0 REQUIRED INSPECTIONS ciAA PL IN REVIEW COMMEiNI S O No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. D 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). 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). All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 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). All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). All high - strength bolting to be special inspected (Sec. 306, UBC). Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. Readily accessible access to roof mounted equipment is required. 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. 0 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. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report. - • I►nspectu" off' - obi - �ptcadoko i5� I5 re fircd, Free& pfacf Cmcvet, *4 aicvia. l nafies 5G,ec4 T &wipe '5pGGIAt INspsc oN 16. FOR, 80Ln /N‘rAtGED IN CAE 0R/ AC.CO f RANGE CWT/ 484 56� 3oG, (a) 2, 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. 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. 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 FINAL TASpEcnoN APPPW 4 ND app any other ordinance of the jurisdiction. No permit presuming to give . x pti wlu, NOT se NTED laui?L authority or violate or cancel the provisions of this code shall be valid. FI1444 IN$pE-CT/otJ 4PPRoutat. 11A6 A Certificate of Occupancy will be required for this permit. Project: Leason•PotneroY Northwest Inc. Royce /A. "Berg;' b‘"t DESCRIPTION • ":1 F . t LIGHTING POWER BUDGET GATEWAY CORPORATE CENTER - BUILDING 9 - NW 90052 1. Building Construction Area: 47,260 SF 2. All fluorescent fixtures include ballasts. 3. Interior Lighting Demand: WATTS PER NO. OF FIXTURE FIXTURES TOTAL WATTS 2 x 4, 3 -lamp, recessed, fluor. 138 558 77,004 1 x 4, 2 -lamp, surf. fluor. 82 3 246 TOTAL WATTS FOR BUILDING ,77,250 4. Lighting Density Calculations: 77,250 watts /47,260 SF = 1.63 watts /SF 5. Washington State Energy Code (1986) Article #426 allows 1.7 watts /S.F.; therefore, the building is in compliance. 6. Average office of lighting level of 80 fc will result from an 8 x 10 lighting pattern. 7. Area tabulation for exterior lighting demand: Site Area 200,213 SF Building Footprint 47,260 SF Parking and Circulation 116,689 SF Landscape Area 36,264 SF Lineal Feet of Building Perimeter 1,189 LF Parking and Circulation Areas: a. HPS pole mounted shoe box and wall packs 250 17 4,250 b. Exterior bldg entry lighting: Recessed HPS downlights 70 41 2,870 8. Power Density Calculations: a. Parking: 4,250 watts /116,689 SF = .036 watts /SF < .05 watts /SF RECEIVED CITY OFT(IKWILA FEB 7 1991 PERMIT CENTER WATTS PER NO. OF FIXTURE FIXTURES TOTAL WATTS Lighting Power Budget Building 9 Page 2 b. Exterior building lighting: 2,870 watts < 1,189 SF x 7.5 watts /SF 2,870 watts < 8,917.5 watts Allowance per 1986 Washington State Energy Code Article #426. Therefore, site is in compliance. STATE EGISTERED ARCHITECT ► G ASH Ii GTON 2659 f Leason Pomeroy Northwest, Inc., Royce A. Berg, A.I.A., 1127 Pine Street. Suite 300 Seattle, WA 98101 (206) 583.8030 GATEWAY CORPORATE CENTER BUILDING 9 - NW 90052 CITYnp IK ENERGY CALCULATIONS - WASHINGTON STATE ENERGY CODE 1986 FEB 7 1991 I. Basic Wall /Ceiling /Floor Types A. Wall: 5 -1/2 inch concrete wall with R -11 isulation and gypsum wallboard (GWB) B. Wall: 1 inch EIFS and gypsum board with R -11 insulation C. Wall: 1 inch tinted insulating glass D. Wall: Truck door E. Ceiling overhangs: 1 inch EIFS, gypsum wallboard, R -11 insulation F. Ceiling overhangs: Gypsum wallboard, R -19 insulation. G. Roof /ceiling areas: Built -up roof membrane, R -19 insulation, wood deck, acoustical ceiling tile II. Building Components Type A Wall: Outside air film (vert) R = Concrete wall (5 -1/2" panels) R = Air space R = R 11 insulation R = 5/8 inch GWB R = Inside air film (vert) R = Total R Value Total U Value Wall Area UwAw Inside air film R -11 Insulation 5/8 inch GWB sheathing 1 inch EIFS panel Outside air film Total R Value Total U Value Wall Area UwAw R= R= R= R= R= PERMIT CENTER 0.17 0.45 0.97 11.00 0.56 0.68 = 13.83 .0723 17810 S.F. 1288 0.68 11.00 0.56 4.17 0.17 16.58 .060 _ 1,231 S.F. 74 Energy Calculations - Page 2 Type C Wall: Type D Wall: Type E Ceiling: 1" reflective insul. glass R = 2.04 Total R Value = 2.04 Total U Value = .49 Wall Area = 9,966 S.F. UwAw = 4,883 Inside air film (vert) R = Truck door R = (Overhead door series 425) Outside air film R = Total R Value 7.47 Total U Value = 0.13 Wall Area = 1,365 S.F. UwAw = 177 Inside air film R -11 batt insulation 5/8 inch GWB 1 inch EIFS Outside air film R = 0.61 R = 11.00 R = 0.56 R = 4.17 R = 0.17 Total R Value = 16.51 Total U Value .060 Wall Area = 2,396 S.F. 0.68 6.62 0.17 UfAf = 144 Leason Pomeroy Norlhwesl, Inc., Royce A. Berg, A,LA., 1127 Pine Skeet, Suite 300 Seattle, WA 98101 (206) 583.8030 Energy Calculations - Page 3 Type F Ceiling: Type G Ceiling: Inside air film R 19 batt insulation 5/8 inch GWB Outside air film Total R Value Total U Value Wall Area UfAf UfAf Outside air film B.U.R. Membrane 1/2 inch wood deck R -19 insulation (including framing members) Inside air film Air plenum (not included) 3/4 inch ACT (not included) Total R Value Total U Value Ceiling Area R= R= R= R= 0.61 19.00 0.56 0.17 20.34 .049 660 S.F. 32 R = 0.17 R = 0.33 R = 0.62 R = 15.74 R r 0.61 2,782 Lesson Pomeroy Northwest, Inc„ Royce A, Barg, A.I,A„ ,1127 Pine Street, Suite 300 Seattle, WA 98101 (206) 583.8030 17.47 .057 48,610 S.F. Energy Calculations - Page 4 III. Wall Area Calculations Overall thermal performance (Lid of the building envelope per Chapter 4 of the 1986 Energy Code. A. Lk) Required U0= (Wall * .25) = (Soffits * .05) + (Roof * .035) Wall Area + Floor Area + Roof Area Uo = (30372 * .25) + (3745 * .05) + (48610 * .035) 30372 + 3745 + 48610 Lk) = (7593 + 187 + 1701) 82727 Lk) = 0.115 R = 8.73 B. Lk) Actual Lk) = 1288 + 74 + 4883 + 177 + 144 + 66 + 2782 82727 Uo= 9414 82727 Uo = 0.114 R = 8.79 Actual Average R Value = 8.79 8.73 Required R 265 REGISTERED ARCHITECI RG GTON Lemon Pomeroy Northwest, Inc., Royce A, Berg, A.I,A., 1127 Pine Street, Suite 300 Seattle, WA 98101 (206) 583.8030 Dear Sir: City a Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #91 -210 Re: U . P . S . - 130 35 Gateway Drive June 4, 1991 Gary L. VanDusen, Mayor The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 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 doors shall swing in the direction of exit travel when serving an occupant load of 50 or more. (UBC 3304(b)) City OT Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 Gary L. VanDusen, Mayor Exits shall be illuminated at any time the building is occupied. An emergency system shall automatically provide exit illumination upon failure of the main power supply. (UFC 12.107(a)(b)) Exits serving more than 50 occupants shall be provided with illuminated exit signs. (UFC 12.108(d)) 3. All modifications to sprinkler systems shall have the written approval of the Washington Survey & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1528) (NFPA 13, 1 -9.1) (UFC 10.307) Maintain sprinkler protection for all enclosed areas. (NFPA 13, 4- 1.1.1) (UFC 10.302) Local U.L. Central Station Supervision is required. (UFC 14.105) 4. All electrical wiring is to be inspected by the State Electrical Inspector, Washington State Department of Labor & Industries. (NEC 70) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 5. Where attic spaces are fully sprinklered; attic spaces formed of combustible construction shall be divided into horizontal areas not exceeding 9000 square feet by partitions extending from the ceiling to the roof. (UBC 2516, 4- B,iii) When fire dampers are required to maintain fire resistance of construction, fire dampers shall comply with the requirements of UBC Standard 43 -7. (UFC 10.401) All interior wall covering materials shall be F i r.e -roc 4 c4 4 vc nr' cha 1 1 ha 4•rnn4•nrl 4•n L.o City Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Page number Gary L. VanDusen, Mayor 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) There shall be no enclosed usable space under stairways in an exit enclosure, nor shall the open space under such stairways be used for any purpose. (UBC 3309 -F) (UFC 12.109c) Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 10.208) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Yours truly, kw.e./(044c1_ The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd 5 %3 CITY OF TUKWILA Department of Community Development - Building Division Phone: (206) 431 -3670 PROJECT: 4 irir, ADDRESS: '3036 mzBAg At)F. ‘.), DATE: 6 i N cit 2 OCCUPANCY GROUP TYPE OF CONSTRUCTION V1.1 `�Q'Q4Nd,LEVLE_6 -- LSN1- 1MtTCp AZ — �, SI,kE,�,(,, LOCATION ON PROPERTY BUILDING HEIGHT /# OF STORIES FLOOR AREA OCCUPANT LOAD I \ � '�[� (yea,Qape. E A A ' SICII(���'� L\NIMPI ep •f0 C ice C 114CLUOE 1 51WR, p,CLESS DON/LS WISIA SVA.0 . iS (20 r.• - O - Tax) .)(k' Q rvLo , k 1 6t,t4. ! W I oe.c. rso , K, No v, F. t e - 05 (.t )1D cF C , o v -. 0 , k () f 1..% D (s Pv_gpc~Seo f o 1� , EXITING REQUIREMENTS DETAILED REQUIREMENTS OCCUPANCY , TYPE OF CONSTRUCTION NOTES CE Mgr E_ -I 1). e .. 6/3M 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 'PaCoe. kof2 • • .j� PART V, CHAPTER 23, U.B.C. 0 1l dAtgiP•■ eo A W.S.E.C. e40 1 CHAPTER 51-10, W.A.C. (C 613 \W lz-1( GWAL Y g= li 6 .ears (� 12r-tct CCU. PREPARED BY: j ., 146 DATE: CRY OF 77JKW1LA Dept. of Community Development - Building Division Phone: (206) 431 -3670 Co ztz. f o tom PLAN REVI f PROJECT: u (GAa ( - 1 ADDRESS: 13 028 g a j'F' N AuE , Prepared by: MAIL CoN AP. A 44z / IOC) _- 4 'S I u iAc 858, top = 8 Covvoivalvp MAR.. Mao / too =- 11 'VpSta((7J gGLele_KS 1400/ too = t3 G.00 4 20N i ccCE 14ta/ 1 CO - __,a_ (sT Lv. 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 3 PLAN CHECK NUMBER ,o agImp ED - Wz.,F4 1824/'o OZLESS - 72 Leasen•Pomeroy Northwest, Inc: Royce A::Berg, Al A., 1127: Pine Street Suite 300.Seattle, WA 98:161 ( 583:8050 TRANSMITTAL To: City of Tukwila Date: May 20, 1991 6230 Southcenter Blvd. Tukwila, WA 98188 Project Name: Gateway Bldg 9, UPS TI Aft Denise Millard Permit Coordinator Re: Description: By: cc: 1 original Building Permit Application 2 sets Construction Documents dated 5/21/91 2 sets Structural Calculations dated 5/21/91 1 check for $846.00 Plan Check Fee Remarks: 0 Sent per your Request ❑ For your Use /Reference ❑ For Review and Comment HAND DELIVERED Dor Approval ❑ Other: ❑ For Distribution ❑ For your Records Project No: NW 91003 Paul R. Coppock Bob Hart w /encl Brian Meriskow /,sets plans Bill Moir w /encl Royce A. Berg i • ° et- DIVISION 1: I. Guarantees: Without cost to owner, correct all defects and failures for one year from Substantial Completion or longer per manufacturer's guarantee. 2. Coordination: It is the responsibility of the contractor to coordinate work of his subcontractors and that contractor and sub - contractors carefully examine and familiarize themselves with the drawings, field conditions and any other drawings of other trades, and that they consult with all other trades so that work may be properly coordinated. 3. Inspections: Each contractor shall arrange and coordinate all Inspections. 4. Applicable Codes and Standards: All work shall be done in accordance with latest UBC and fire codes of jurisdiction have control. DIVISION 2: Site work - No Work unless shown on drawings. DIVISION 3: Concrete I. Cast in place concrete: A. Concrete strengths: (see structural notes) f'c • 3000 psi concrete slabs f'c - 2500 psi footings B. Concrete slab sealer: apply one coat North Coast, Burice or approved hardner/sealer after completely washing floor (no sealer at office floor unless left exposed). DIVISION 4: Masonry - No work unless shown on drawings. DIVISION 5: Metals - (Structural and Miscellaneous) 1. Structural - no work unless shown on drawings. 2. Steel studs (for backing see carpentry) A. Standard office wall (non- bearing): 3 -1/2' x 25 gage steel stud P 24' o.c. B. Plumbing well: 8' track with 1 -1 /2' x 25 gage steel stud (each side) P 24' o.c. C. Demising wall: 6' x 20 gage steel stud full height I 24' o.c. with deep leg top track and 1' sup joint clearance. D. Partial height wall: 3 -1/2: x 25 gage steel stud F 24' o.c. with angle or steel stanchion anchored to floor at all corners and 6' o.c. E. Bearing walls and joints: 3 -1/2' x 20 gage steel stud P 24' o.c. with ceiling joints to be 10', CW10 x 14 gage 0 24' o.c. DIVISION 6: Carpentry 1. Rough Carpentry - Any stud bearing walls to be 'kiln- dried' material. Any wood coming in contact with concrete or masonry shall be treated or soaked in wood preservative. 2. Backing - Provide backing at all door and window jambs, cased openings, for toilet accessories and toilet compartments, at all handrails, and as indicated on drawings. 3. Finish Carpentry - All wood jambs to be oak, rabbeted for gyp. board and for applied door stop (see details). Wood stops for windows to be oak (all white oak). Any wood cap, cased openings, etc. to be oak, rabbeted for gyp. board DIVISION 7 - Theneal and Moisture Protection 1, Thermal wall insulation to be full thickness (3.1/2', h -11) fiberglass batt insulation with foil facing (FS 25 face finish if left exposed) at office to exterior, office to warehouse, and where indicated on drawings. 2. Thermal ceiling insuiatlon to be R -11 or R -19 fiberglass Batt insulation laid on top of ceiling tile (unfaced batts) at room(s) adjacent to unheated spaces. 3. Sound insulation to be full thickness rock wool sound insulation batts in stud cavity and on ceiling 2' each side of partition. Locate in all bathrooms, conference rooms 'principal office', between office and adjacent tenant space and where called for on drawings. 4. Roof patching to be done at all roof penetrations and curbs for roof equipment in accordance with manufacturer so as to maintain watertight guarantees. 5. Caulking to be installed at all gyp. board to aluminum window frames, walls to window frames, at all rabbeted wood jambs to gyp., board, behind the gyp. board to wall reveal detail, at the base of all sound walls and demising walls at offices where track meets concrete and at gyp. board to concrete, sand caulk all sound wall penetrations for electrical, telephone, etc. DIVISION 8: Doors, Windows, Glass and Hardware I. Hollow metal doors to be 18 gauge, 1 -3/4', smooth faced, and reinforced for hardware hollow metal jambs to be 16 gage, reinforced for hardware (grout solid of exterior). 2. Wood doors to be solid core white oak, plain sliced, stainve to building standard (3' -0' x B' -0' std.) (jambs see Division 6 Carpentry). 3. Hardware to be US 260 unless noted otherwise, furnish for complete operation: with centerline of door knobs at +40' AFF. A. Group A - Storefront Existing 1 cylinder • best 3. Croup 6 - Rated Wood 1 Lockset (lever handle) - Yale Mortise 2 pr, butts . mortise 4 -1/2 x 4 -1/2 1 closer 1 smokeseal 1 floor stop - CIPCO 306X C. Group C - Rated Wood Same as Group "8', except: 1 wall stop - CiPCO 331 D. Group D - Rated Wood Same ss Group 'C', and 1 threshold 1 mortise mounted sound gasket E. Group E - Rated Wood Same as Group 'C', except 1 latchset (lever handle) - Yale Mortise F. Group F - Rated Wood Same as Group '8', and 1 kickplate G. Group 8 - Non Rated Metal 1 lockset (lever handle) - Yale Mortise 1 -1/2 pr. butts - mortise 4 -1/2 x 4-1/2 1 silencer 1 wall stop - CIPCO 331 H. Group H - Non Rated Wood Same as Group 'G', except: 1 latchset (lever handle) - Yale Mortise I. Group I - Non Rated Wood Same as Group 'G' , except: 1 floor stop • CiPCO 306x J. Group J - Panic Hardware, Rated Wood 1 Panic device - Corbin 39 x 51 Al x 7601(or equal) 1 closer 2 pr butts - Yale Mortise 1 smokeseal 1 wall stop - CIPCO 331 K. Group K Pocket 8 8ifold door hardware. L. Group L - Non Rated Wood Same as Group 'G' and 1 smokeseal M Group M - Non Rated Wood Sames As Group 'L', except 1 floor stop - CiPCO 306x 4. Glazing as follows: A. interior relites, 1/4' clear laminated or tempered safety glazing as required by code. B. interior windows, 1/4' clear ( laminated or tempered as required by code). C. Mirrors, 1/4' clear - full width of counter (see detail). D. Rated windows, 1/4' clear wiry glass in steel cups as required by code. E. Sliding windows, 1/4" clear wire glass, square pattern. Product: 3/4 hour fire rated, steel sliding fire windows by Nissen 6 Company, inc., 9508 Rush Street, South El Monte, CA 91733.1574; (818) 379 -5666 DIVISIONS 9 - Finishes I. Gypsum wallboard (gyp. board) to be 5/8' thick (5/8' Type 'X' in rated corridors, 5/8' waterproof in restrooms) screw attached, with surface to be level and true, without irregularities ready for paint. Back block all edge joints and provide metal casing bead at all exposed edges. On demising wall finish fire tape only with paint - warehouse to office wall firish taped complete. 2. Tile: Color to be selected by Architect: A. Entrance Floor: 1) Tile type or class: 2) Tile Size: 3) Surface finish: 8. Planter wail: 1) Tile type or class: 2 Tile size: 3 Surface finish: C. Restrooms (men and women): 1) Tile type or class: 2) Tile size: 3) Surface finish, Floor: Cove: Wall: Accent: Buchtal tile 'Atlantis II' 12" x 12' Textured Buchtal tile 'Atlantis iI' 12' x 12' Polished Uniq. tile 'Imperial' 3' x 3' Textured Brite Bfite Brite 3. Suspended ceiling to be 2' x 4' suspended ceiling grid with 1 -1/2' main and intermediate runners, exposed withe with seismic bracing and supporting of lights and mechanical per code. Tile is to be 2' x 4' Armstrong 'Second look' 2' x 2' pattern, tegular edge or approved. 4. Resilient Flooring: (Floor preparation by Flooring Contractor. Color to be selected by Architect) A. Lunch Room: 1) Tile type or class: Accent tile: Armstrong Premium Excelon Floor tile: Armstrong Prtafuo Tile 2) Tile size: 12' x 12' 8. Rubber Base: I) Tile type or class: Flexco, Cevc, Continuous Roll 2) Tile size: 2 -1/2' S. Carpet: (Floor preparation by Flooring Contractor. Carpet is direct glue down. Color to be selected by Architect). A. Conference Room, Accent: 1) Type: 2) Finish: Harbinger, Ambiance or Patrick Carpet Mills, Tapestry. Pattern 6. Corridor and Accent Border: W 1) Type: ) C. o Monterey Carlisle 2 Finish: Cut Pile rk Area: 1) Type: Design Wea+e, Hampshire II or Monterey, Sparta 2) Finish: level Loop 6. Vinyl Wail Covering: A. Designtex Flanders or Designtex Classic i Mirage Square 7. Plastic Laminate: (color to be selected by Architect): A. Wilsonart or Nevamar 8. Painting: painting contractor to verify adequacy of preparation of surfaces and shall make surfaces ready to receive his product. Painting contractor shall fill all nail or screw holes in wood and do finished caulking at gyp. board to wood jambs and gyp. board to window mullions. Use paint grade caulking, paint to be parker or approved. A. Gypsum wallboard to receive one coat of USG 'First Coat' or LPS and two coats of latex eggshell enamel, Warehouse one coat paint. B. Wood trim and doors to match building standard stain and varnish. C. Interior metal to be primer and two coats of alkyd enamel to match wall color (columns, fire extinguishers and hose cabinets, hollow metal doors and frames). 9. Floor Sealer: final coat of floor sealer after washing slab (verify compatibility with existing sealer) on any exposed concrete slab area. DIVISION 10 - Specialities 1. Toilet room accessories to be McKinney or Bobrick: A. Semi- Recessed Towel Dispenser d Waste Receptacle: 6 -3944, 12 gal. with permanent vinyl liners; lock. 8. Toilet Tissue Dispensers: 8685 (one per toilet) C. Grab Bars: 1 -1/4 diameter 36' x 48' D. Toilet Seat Cover Dispenser: 8 -301, with lock, one (1) per stall E. Women's Toilet Rooms Only: 1) Feminine Napkin Disposal: 11-354 and B -3544, 10 -3/4' x IS- 2. Toilet compartments shall be floor mounted, overhead braced, plastic laminate faced with stainless steel hardware, gravity hinges, latch, coat hood with bumper. 3. Fire extinguisher cabinets are smi - recessed, J.L. Industries 'Ambassador' or approved. Hose cabinets are full recessed. DIVISION 11 - Equipment - not used DIVISION 12 - Furnishings 9 1. Window Treatment: Window blinds shall be horizontal slat equal to Leveler 'Riviera' 1 inch wide with tilt control and cord lift -top lock control. Color to be brushed aluminum. 2. Floor Mats:To be selected by Owner DIVISION 13 - Special Construction - not used. DIVISION 14 - Conveying Systems 1. Hydraulic passenger elevator (holeless) by United Technology Otis., Model: LRV20I0L. DIVISION 15 - 1. Plumbing: existing waste line and existing overhead water line are 30' from outside face of building. Any undersiab waste line shall be sized large enough for future restrooms. 2. Plumbing Fixtures: A Toilet - Kohler 'Wellworth Water Guard' K- 3520 -E8 White with metal trip lever. B. Lays - Kohler K -2904 self- rimming white with Kohler faucet K- 15182. insulate waste line and hot water piping exposed below counter. C. Coffee bar - Kohler K -3287 stainless steel /self rimming, sound deadening with Kohler K7827 -4A single handle. C. Urinal - Kohler Dexter K- 5014 -T white with Sloan Royal flush valve. E. Water heater to he 55 gallon electric located at janitor room. F. Insta Hot (if noted on drawings) to be 'hate Hot' ISE Model H -770 G. Water supply to be copper, Type L above ground, Type K below ground, solder joints. H. Insulate any roof drains where penetrating or adjacent to finish offices spaces. I. Electric water cooler J. Janitor mop sink 3. HVAC A. Warehouse- gas rezoner to maintain minimum 49 degrees per energy code. B. HVAC - office - heat, vent and air conditioning per ASHRAE conditions, roof top gas /electric. Programmable thermostats. Provide as -built of diffuser and return air layout on multi - zone /multi -unit systems. Provide heat and cool in restrooms as well. C. Exhaust Fans - in restrooms, lunchrooms and as noted on drawings. 4. Sprinkler to be per WSRB and local Fire Marshal, for office design as ordinary hazard. Piping to be concealed above suspended ceiling areas with seismic bracing as required. Heads are to be semi - recessed chrome in all finished areas. Provide hose racks as required by code (recessed in finished spaces). Use adjustable heads in all finished areas. DIVISION 16 - Electrical - Contractor Design I. General - to provide adequate power for tenant space with individual tenant panel for 277 -480 3 phase and step down transformer (located above restroom ceiling) and 120/280v 1 phase panel to tenant space each sized for 25% spare capacity. Run conduit from main electrical room to each tenant space. Power and lighting distribution to be in conduit, concealed in walls and above ceilings. 2, Lighting: A. Warehouse - min. 15 f,c. fluorescent two tube high output mount as high as possible. Provide switching (three way if rear mandoer exists) at door from office and provide night lighting. Provide emergency lighting as may be required by code. B. Office - 85 f.c, (1.7 watts /s.f. per energy code), building standard 2' x 4' parabolic recessed fluorescent. Provide switching at individual offices (dual level switching when within 12' of windows and /or over 400 s.f. in size - per State Energy Code). C. Restrooms - provide 2' and 4', two tube fluorescent fixtures, wall mounted behind valance detail with chrome egg -crate lens in valance as required to fit valance. if shown (in large restrooms) and recessed incandescent, 150 watt, w /stepped baffle. D. Power - provide 4 elex at telephone backboard, duplex (GFi) in restrooms (mounted 440' AFF), and as shown on drawings. E. Telephone - provide 4' x 4' telephone backboard in tenant space. In offices, provide mud ring with pull string to above ceiling. F. Exit sins - provide illuminated exit signs with battery back up as required by code. G. Emergency lighting • provide as required by code. H. Run extra conduits for power for tenant areas beyond present tenant. Coordinate with telephone trunk line supplier for future tenants. • OUTLINE SPECIFICATIONS T TT•7 • WINDOW SILL BELOW fir. 4I/2' RATED WALL @ MULL. _ A 1 ; 2'-0' tie 8' I BLY 5/8' TYPE CH STUD PER 4 124-82 TION e' GWB X' EACH SIDE SIDE OVER MTL. STUDS CORRIDOR PROVIDE SEALANT BON SIDES OF UJALL, r TOP • WALL TENANT WALL @ CLG. n 5E1 IC BRACE i PE UBC. STANDARD 41.18i/C I I 6' -©' M 1 SEISMIC BRACING @ ACT 2'x 4' ACOUSTICAL CEILING TILE (ACT) - JOiST \\ ` �- THREAD " CLG. SUSP. ATTACHMENT \ - CLG. WIRE ,/ \\ WIRE- • 12 GA. W ISMIC BRACE PER UBBGC STANDARD 41.1812.0 STRUCTURAL FRAMING ACT 2 x 4 - -- NOTE: ENTIRE ACT SHALL BE INSTALLED PER UBC STD. 41.18 4 CHAPT. 41 UBC SEISMIC BRACING @ ACT 4 I /2' 1/4' NEOPRENE GASKET -- 5/8' G.W.E. TYPE 'X' OVER 3 1/2' MTL STUDS, PROVIDE SOUND BATT INSULATION. - PROVIDE ALUMINUM SECTION Tp MATCH MULLIONS AT WALL INTERSECTION TO GLASS, PROVIDE 1/4' BLACK NEOPRENE GASKET BETWEEN GLASS AND ALUMINUM AND BETWEEN WALL AND ALUMINUM SECTION I - ! 1 i 12' -0' MAX. 16 NONRATED WALL @ MULL. 3" BRACING PER DETAIL 13/T -I PROVIDE 12 GA. wins SPLAYED e 45` TO STRUCTURAL FRAMING AT WALLS LARGER THAN, & IN LENGTH W/ OUT AN INTERSECTING WALL. - - TOP RUNNER (EXPOSED EDGES PAINTED BLACK) - MAIN OR CROSS TEE , PROVIDE WOOD SHIM A REQUIRED 2- 1 x 1/16 6TEELER 023 ASTM A -446 SCREWS 6 4' -0' 0. C. - -- BATT iNSULATION AS REQUIRED 5/8' COB (TYPE 'X' AT RATED WALLS) OVER 3 1/2' ME i AL STUDS 62 O.C., CAULK GUS TO FLOOR At SOUND AND iNSUL. WALLS. NOYI ENTIRE A.C.T. CEILING SYSTEM SHALL BE INSTALLED PER U.B.C. STANDARD 41.18 4 U.B.C. CHAPTER 41 3" INSTALL e12 GA. VERT. WIRE CONNECTED TO MAIN RUNNER AND STRICTURE ABOVE. INSTALL A SECTION OF 11/2' x 20 GA. STUDS W/ VE.RT. WIRE RMING THRU CTR OF STUDS. STUDS TO RUN FROM TOP OF TEE TO 130JTOM OF STRUCTURE ABOVE. WRAP END C RT. WI AROUND S1 TTOM.'FAST N STUD TOGS NER WI SC U1S 18' 04. 1 \. / / { -- + t- t -- n - 1 �d'*tt(2x 4) PLAN 4'0' MN. SECTION 11/4 2' ,- MAN maw 71.1 4 Itimmi 11 12 r, 13 VERTICAL STRUT SEE 13/T-I - 3/4' x 2' FILLER BLOCK , PAINT �- LACK, W/ NEOPENE GASKETS 1/4' EACH SIDE OF FILLER I - -- DEEP LEG TRACK, PAINT BLACK ATTACHED AT SiLL 4 CEILING. DO NOT ATTACH GLIB TO DEEP LEG TRACK ,• - WINDOW SILL BELOW 5/8' GWB OVER 3 I/2' MTL STUDS, PROVIDE SOUND BATT INSUL. WHERE INDICATED ON PLA PROVIDE ALUMINUM SECTION TO MATCH MULLIONS AT WALL INTERSECTION TO GLASS, PROVIDE 1/4' BLACK NEOPRENE GASKET BETWEEN GLASS AND • ALUMINUM. TENANT I I 1 I•. -----I E R. .F 42' 11 3 E CODE REFERENCE LOCATION LAND USE ZONE SEISMIC ZONE CONSTRUCTION TYPE OCCUPANCY GROUP NUMBER OF FLOORS LAND AREA GROSS BUILDING AREA ALLOWABLE BUILDING AREA ALLOWABLE HEIGHT BUILDING HEIGHT OCCUPANT LOAD PARKING PROVIDED PARKING REQUIRED Proposed I' x 4' Suspended General Purpose Industrial Light Fixture Proposed I' x 4' Surface Mounted Standard Channel Light Fixture Proposed i' x 2' Surface Mounted Standard Channel Light Fixture Existing 2' X 4' Light Fixture Proposed 2' x 4' Light Fixture Existing 2' x 2' Light Fi;;ture Proposed T x 2' Light Fixture Existing Fixture to be Relocated Recessed Downligh'. Power Pole Illuminated Exit Sign EYhaust Register Fire Extingulshw Ks)) (2A10BC, I per 3000 SF.) Sprinkler - Duplex Outlet at 12' Fourplex Outlet at 12' Dedicated Duplex Outlet at 12' Dedicated Fourplex Outlet at 12' Floor Mounted Outlet Duplex Outlet at 42' Telephone at 12' Floor Mounted Telephone .l r-f�M Cc e;t U>C7ili CGt4NFCTOFi6 l 321Lrtriii- 1N.,RF-w � - �e --r-0 Data connectors and Tyoe i pplenum cabling From connector to ' MAT. Light Toggle Switch at 42' 3 -Way Light Toggle Switch Existing to Remain Typical Spacing for Wall Outlets 1988 UNIFORM BUILDING CODE TUKWILA, WASHINGTON M -1 3 VN B -2 1 Existing Wr/ proposed mezz. 200,213 S.F. 47,260 S.F. Existing (55,326 S.F. WI proposed mezzanine) UNi.IMI'T o w/ CITY ABED ! 140 OUIUP E M1' 45' Por UBC -6 29' ' 298 Stalls 138 Stalls (Assuming 100% Office) CODE DATA That portion of the Stephan Foster Donation Claim No. 38 and of the C.C. Lewis Donation Claim No. 37, in Section 10, 11, 14, and 15, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: . COMMENCING at a point which bears North 40° 01' 0 West 920.15 feet from a monument at the point of intersection of a curve on the centerline of the Duwamish - Renton Junction Road, said point of intersection being approximately 1000 feet East and 20 feet South of the quarter corner between said Sections 14 and 15; THENCE North 49° 24' 00' West 835.00 feet on a line parallel to and 150.00 feet Northeasterly of the centeraino of said Duwamish - Renton Junction Road, to a point which bears North 81° 44' 15' East 199.17 feet from the point of curve on the centerline of said Duwamish- Renton Junction Road, said point of curve being approximately 1200 feet North and 440 feet West of the quarter corner between said Sections 14 and 15; THEr:CE South 40° 36' 00' West 20.00 feet to the Nonheasterly margin of the tight -of -way of the Puget Sound Electric Railway, as established by deed recorded under King County Recording No. 310898 (and now known as the City of Seattle Transmission Line right- of -wayl; THENCE North 49° 24' 00' West along said right -of -way 980.29 feet to the TRUE POINT OF BEGINNING; THENCE South 49° 24' 00' East 400.00 feet; THENCE North 40° 36' 00' East 702.10 feet; THENCE North 49° 24' 00' West 326.00 feet; THENCE South 79° 15' 35' West 12.81 feat THENCE North 49° 24' 00' West 67.00 feet; THENCE South 40° 38' 00' :Nest 692.10 feet to the TRUE POINT OF BEGINNING. 1 /2" 14 LEGAL DESCRIPTION --- CONTINUE FRAMING AND ROOM SIDE LAYER GU B TO :1,00R R OR -- ROOF ABOVE MN) 1 CEILING AS Is GWB LINER 'X'GUX3ON USG CEG - I-HR ' WAI CONS TY - 3 3 15 E TYPO 1HR CORRIDOR FiRE DAMPER (TYP) �Q1 A.C.T. SEE SPEC. SOUND BATT INSUL., SEE SPEC. 8 01350Le moteperAt FLOOR PER FNISH SCHEDULE F1 A -I . rr L� I - - - NS 'Arrant !ball i' 3 metal studs �o ga. al 2' -Pl' o.c. w/ G(UB each slat tip to ceiling. Extend to roof deck awe noted"on dwcis. Lew Pe tttk (l O'BRIEN QC - Rail Height partition, Standard Fabric covering on 5/8 WB G or equal. Provide bracing t stabilization per Mares recomendatlon. 1 I 3 metal studs 25 a. a 2' - 0 o.c. GO each side up to ceiling. Provide sound batt insulation in partition 42'-0' each side of partition above ceiling. d De111eN Wall � 3 2 ' metal st' ds �8. 5 '�' - O.G w/ 5 /p . ttt.�e 'x' G1UB ma ch side and Batt Insuiatid'l up to structural framing. (6' mtl studs 20 ga. at 2' -0' c.c. at Tenant Demising wall.) n,. ST. • 12 TN Art ST 14IST S 137 1 ST OWI1 H Section or petal) iJullbele Detail - Section a' Target • fir !rl inhere 8ecttal ar_petatl l8 a1fi i Partial or ;~-tile Section -$ctIone kit lor�inl UJau EbV 41 Reltte Pkm4�er Door Nuiilber Grid Ltnae - Cafum ROOM ?Amber xi tlf all to be ed near a ac to mo•ng 14' type 's' screws at 2' -0' w/ 2' Iayer6 of 5 4' type 'x' GWB (see details). Owl-lour Rated Elevator 4 Mo:tonical Shaft Idol 5M1i con orm to U.5G. cavity wail system similar to 212 CH 22 w/ studs spaced at 2'- 0'o.c. w/ sound bait insulation and braced to floor and roof systems. contractor mace use 31'2' studs at 2' - 0' o.c. w/ i type 'x' GM each side w/ sound batt insulation, at his option. All walls to extend full height of the shaft. Brace at floor and roorframinc. SYMBOLS 122 b 10111E: iV � •N rn f Egtat hla lilell VICINITY 1/2' 10 GENERAL NOTES at a 4i s 1. All materials and workmanship shall conform to the 1988 Uniform Building, Mechanical, and ElectrIcal Codes and Local Codes or most recently adopted edition or adopted Amendments to the Washington State Energy Code. 2. Typical details shall apply wh no specific details are given. 3. The Contractor shall verify all dimensions, elevations, and conditions prior to construction 4. All dimensions are to take recedence over scale shown on plans, elevations, sections, and details. S Tails ST �9T .A , eu FS' r eees feat 5. All exit doors to be operable from Inside building without keys or special knowledge. 6. Owner and Contractor to determine extent of tenant improvement work as related to shell construction where not specifically defined on the drawings. 1. Wails are to be firestopped per UBC Section 2516(f). 8. Fire Extinguishers shall be provided per NFPA'10. Hose stations to be !oda ted per local agency requirements. 9. Doors not numbered are existing doors and are to remain. 10. All Interior wall covering materials srhali be fire resistive or shall be treated to be fire resistive, so as to result in a flame spread rating of at least Class Ill for general areas, Class II for exitways, and Class I for enclo3ed verTfcal exitways. Deliver certificate to the local Fire department. Ii. All interior walls attached to suspended ceiling systems to meet the requirements of UBC Section 2309 4 UBC Standard 48.1815. 12. Penetrations In walls reouir(nq protected openings are to be fire stopped per Ul3C Scctron 4304(e). 13. Penetrations in floors and ceilings reeqquiring protected openings are to be firestopped per UBC Section 4305(a). 14. Wood used in permanent partitions of noncombustible construction shall have fire retardant treatment per UBC Table 11 -A, note P2. 15. All equals to be submittee architect For review prior to construction. 16. Bid design work to be reviewed by architect prior to construction. 11. Exit corridors to be maintained during construction of each phase. IS. install et'xirklers according to drawings approved by Local Fire Marshall Sr to n N OLK A.C.T. ACOUSTICAL CEILING TILE ARE *DOVE FINISHED FLOOR ALUM. ALUMih'Ull 4SP ASPHALT ANOD. ANODIZED T -1 T-'2 T -3 T -4 T-5 T -6 TSt. 1 TS -2 E3EA BOILDING i3LOCKING iLG-. WE LINE COL. COLIfl'I TE CONC. CC* C C CONTl7 5 . DTL DPTai iNG FOUNTAIN DI A14) DIAME D IM. . DIMENSION D.S. DO(INSPOUT D DOOR DWG. DRAWING EF. EXHAUST F = l Far. .XT. INSU�. AN FINISH SYSTEM � C, .LEGTRI AL Y LEVATION NCilNFER Q. tQUAL Q UIP . EQUIPMENT EXIST EXISTING _ XP . EXPANSICh'J =X 1' . XTERIOR T ELECTRIC WATER COOLER REC. FE. F1 E XTIN iR I E I . F 1 a El ACTORY FIND CABINET R Fp F DRAIN FD ;C . FE i DEPT. CONNE , FF FINISH FLOOR S . N . FI N DRANT Fp FF L . ASHING iZIIG R. F LOOR S4 ST /. T. FTCS. FOOTING FDN. F ATION F.O.C. FACE Cl: CONCRETE FAF. FACE OF FRAMING GA. GAUGE GALY. GALVANIZED GL. GLASS G113. G U ^L BEAM GYP. GYPVtil 6.1.1113. GYPSUM WALL BOARD HP. HIGH POINT MPS. HIGH PRESSURE SODIUM HDWR HARDWWARE INT. HEIGHT MCP. HANDICAP HR. HOUR HORTZ. HORIZONTAL NB. HOSE 51BS TENANT OWNER @LECTRICgpTE PERMIT AND MECHANI��Q FIRE PROTECTION SHEET - } r - ANN INSUL. INT. JST. LAY. MFR MATL. MAX MECH. MINL MIX. N.T.S. NC OFF. OF L. PIN P -LAM. P.I. 1 TOP. TYP. T.I. TIU.C. UAW. V.C.T. V.W.C. T. VE RT. W.G. W�V. W.R WD. ABBREVIATIONS ARCHITECT LPN /ROYCE BERG ARCHITECTS CONTRACTOR STEPHEN GWINN ASSOCIATES UNITED PARCEL SERVICE 18,108 S.F. BEDFORD PROPERTIES CONSULTANTS BiD DESIGN BID DESIGN BID DESIGN DESCRIPTION PROJECT DATA, DETAILS FLOOR PLANS REFLECTED CEILING PLANS ENLARGED PLANS/ DETAILS ROOM /DOOR SCHEDULES DETAILS FOUNDATION PLAN MEZZANINE FRAMING INDEX 2011,10• 11111110M111111/ t r- :va 1(Lnl1 I - Z U it V VACANT OOP SITE PLAN INSULATE !INSULATION) INTERIOR JOINT JOIST LAVATORY MANUFACTURER MATERIAL MAXIMUM M=CI lANICAL M Nlt'tp"t MIXTURE NOT TO SCALE NOT IN CONTRACT OFFICE ON CENTER OVERFLOW LEADER E PA RT N PLAS OD AMINATE PR OPERTY L PATCH AND PANT RECEPTION RECEPTACLE REINFORCING ROOF DRAIN DEFLECTED ME1 SPECIFICATION STANDARD STEEL STRUCTURAL STAN AND VARNISH MIT PHONE TOILET TOP OF PARAPET TYPICAL TENANT TACICABLF IMPROVEMENT COVERftXs UNLESS OTHER.UISE NOTED VINYL COMPOSITION TILE VINYL WALL COVERNG VENTILATE VERTICAL WATER CLOSET WATER HEATER WAR RESISTANT INTERURBAN AVE S 1 rioONT NORTH HLSfiTH • I u derstencf that the Plan Check approv 'eel to errors and omissions and appr ? e - the - vio . . PROJEC,J() i IA DETAiLPPRUVED ,IU /" 1991 S A ,s� i�!.t BUILDIN DIVISIO gfre AFA ? / y � ° File: 91 003 Ti °° 4 MAY 2 1 1991 JOB NO.: 91003 DATE: 5 -13 -91 DRAWN: PAUL SHEET NO OF: T •�1 CHECK: RAB I' ''' I 4 , G 18 �,•' .' j . . HII 111 111111111 liii 1 111111 f II III liiiliiii 8 11111 II! I111111i iiiiliiii i(I 1111111111111! iiiiliiii iiiiliii IX w CC z w U W h 0 co am w CC Pa 0 5 a o a Q °C W F• � Q m C3 Fiu ELEVATOR STAI �7 UNIMPROVED AREA " M€U I.S.' SUPPLIE ELEC. -SLAb Fats: :, WkL-{, W/ GI.CS &W() '(O ,baU_(1AI fir. ee 1.4 ()1M 4E Heir ►-{- IIpuIIIIIIIIIIMIuilluI 1 P ?! v 201_ all - .."-" Coin I ' ' ',.1 !U CAGK,���FE , Id r� I� ikC rr�s v'. - -_ a. - arcc.. r. NS u I _,a.A_ 4 , 9 ' , o :413511 —It C v v(' i , i II [ C:, Ng2u` ACC LINTS RECEIVABLE/ COLLEC6TION r 2.1 I 24'- 24' -11 1 /2R CORRIDOR g' H Amirs s - o,s . = - . = . - - - - - — cam _ . = rcr=, .c =X mss:: �sc.s .....� �. .ac• matiOJ 1,Potrillo0 BUILDING 9 - SECOND FLOOR /MEZZANINE vir euzzeK k LE To a;$ 4 I Ii, VC- " 1P{ RGOM w; i:NAKIr N OTES • I I I '. . 1 + ,r a nr .�.. - • n.r • . r.. I r� I t i _ l ? I i �:.^1 .. 1 , I /'�"T". I, i'U-.. iiiivtGt�lSi()M IU t P' Z I� 7I ui UN �� v+tlt;n •4' i' - 1 f`Nf.'I CD 2 • Pit✓ R � TO n MEL -4 , 4 � % � J U l / 'NV u? FOR }_+, 3ITIc L M 'lC 4 , PO, p/IL: 1Gr G. � I r ✓�'"' Cif 1 �`I i ✓T `.7 R.J.^�'� F.' 1 La9K U RAC,I'Cr' Au- - I t: ouTheTs To 10 Sul pf-, i N aI.! F ul RCU I T ✓, L - �.► 4 I J ) I(il4f F " KI Gou11 114,Q W Home G.) tit 2 c bar•!{ 1 (`,iu.0 u i s 'X I �11 ti:C- CO k1C - WPNI. -I-<- C.O.D. ' ` arc; sc -- . - -.11.7 BILLIN Aulr4 ktftg ni1c4 t►luu,Iol (Qr niia1 PROJECT NORTH NORTH BUILDING 9 - FIRST FLOOR PLAN JOB NO.: 9 DATE: 5 -13 -91 DRAWN: G.A.P. 6. 13. FLOOR PLANS CITY of TuKwaa APPROVED tilt LD G DIVISION RECEIVED CITY OF i JKWIIA MAY 2 1 WI PERMIT CENTER SHEET NO OF: No.18 it ,.r.4 111111111111111111 T. �Zli I IIIIIIIII�HIilII L I 6 1111 1111 8 L 9 5 lE z w� t IIIIIilII IIIIIIIII IIIiIIIIIIIIIIIIIII IIIIIIiiI IIIIIIIII IIIIIIIII IIIIIIIII REFLECTED CEILING PLANS JOB NO.: 91003 SHEET NO OF: CITY OF TUKWILA APPROVED 1(J J 1991 (ITRECEIVED IlA MAY 2 1 1y1 PERM CENTER File: 91003 BLDC9FP MAY 2 1 1991 1 rI& ( WS, '"'"(P IC�L- X12 S I 1 Mil II lid I i _A=Jogv Mil Mill III III M s hill 11. MI MI - 'a- L� l9 ! I. 111 S- II �i I in-0-1 ime U ill Iq — H • to wt ,u., k ( R ;C ' : cP (,ILN'c2, VGRiP( I 'TYPE WrOWKIf� , !1 1 I 1 V 24' -6" 24' -6 C C ►Ti u - V1/ikl .L- TO U (J MZ I cP osc4e.. Ie 4ZM [P oTot wt-(t' cPt'I1.IKLE3 D 24 24' -11 1/2" I r I 16 C" 41- I NIG POI N ID (t, r O CO r PROJECT NORTH NORTH BUILDING 9 - 2ND SECOND FLOOR REFLECTED CEILING PLAN I 118" 2 1111111'11111 2 N ;ui ' Gel IrING -�• U . UNIM49vSD MEZZ.. 1 • ( I U ri& (� •r , V _. c1LINC -( � -(" --- J / , / 1 , I 'I'I' 11 1 111 1'I t 1 II I 6 ,I IIIl�IIII IIII IIlIIIlIIIIIII I!II III! IIII�IIII IIII�IiII IIIIIIIII • • • • • • LIGHTING POWER • • • / • i J BUDGET 24' -6" oC sPg lLil\l& (? 9 , -\ @.) Fixturre 'Type Watts per Fixture i"'+ etf 4 /' � rv ";' v fti . ` GJ1 i C' P(T �i 1121=P�C,�' v''c�, I q- ;L M,e L N1 9 W 9a � T)( if`V I.LtR6T 1 94 WKM uRFINa MT,D 1 A 1. 2 L, M1° W/ STD Pali LL Sr Pl y 65 WPM; Ii2 c I NcA\I celir (p.1 .1 L4&4r !E 1iikTT' a 1. ,kiIL�' >` ,�I�t'�OV D 6 ,C r OLY) 1 I��? 2:::\.7:77--: �. t F11 N 14 2 LAM P 'N / �r 7 I,i.J�S r 2. exilLP I EPN (UKlIN;1cl?0V ° 21 J ONLY() I1 O 5.p; 4-.7 wArrr� 111111l 1111I1�II1111111111111I' �I ;IIIIIIIIIIII'1 3 4 1 5 1 6J Nc.18 ej` �"';:.°'"" 8 T — 9 i S III! I!I 1111 !Ili�II!! 11111111 HI! 'III 1111 ;hilt! IIII IlII1r d►J 24'-6' co' I I°GCRE INUICPc) CO) C,e-I u NG - -, TYPIC # of Fixtures Is 2 Total Watts Wi►Trc I NP'1T i lo v*7; . *NMI 25, 0 22. To--f .::c 4) < I . Z o DTs r &R WATT, (27 < I'2 ors I . F. M D 24' - T 1 lJU� WPrLL- TO u Jc :1Q • OF r °ECK P ©R Dt FT' croP /><RE4 HOT - To F1.42:71Q TOT"I -- P P, ' 4 1, 2/T- C.c%, - Mrp I 2 4' -11 1/2 ,. NOTES 1, FIEF D 7: V alk+. eLEC ice, i i✓ N aura) FOK I ^" , v rvAL ts#GRMAAT!ONi CEWrER FI 2 QQ ' J K I- -C-?ci I N P/XTTE'RN A • . °r . �� G Y Q L TIGIJ 16j C" to _ � O to T 1 C, POINT I,.kV CGRO (t.c c,(a.'Ia . w I0 to I a O C0 • PROJECT NORTH NORTH BUILDING 9 - FIRST FLOOR REFLECTED CEILING PLAN • 119680 asiosiiiii ii melt' wi...i 3 EAST ELEVATION MENS 209 iiNnie 110$1) 5 SOUTH ELEVATION WOMENS 111 MENS & WOMENS TOILET ROOM ELEVATIONS 4 WEST ELEVATION WOMENS 210 CORRIDOR 108 ; - s7 ' 7 CORRIDOR 207 CORRIDOR 207 ST 1�9 T!p 1 SOUTH ELEVATION WOMENS 210 2 SOUTH ELEVATION MENS 209 r�ND 6HE fJLL DLL 13 `: r TI LE L *kg' T m AE L Qc, ��-- -- -`__ ((y', PR OJEC T BILLINGS 113 NORTH --I ENLARGED STAIR PLAN AT 1ST FLOOR 1/4H ENLARGED STAIR PLAN AT 2ND FLOOR �� J - Aor rerre A POe%ile47 #e,#'Y7?,e4errr.r I 1 - -A I 111111 HIIIIIII1111!IIIII11111111 IIIIIIIIIII 111 SI_ 211(n) 2 -g �E ,_. 4 4" 11 L co" m CLOSET 114 DuuiIIiiiQ Ilil1IiII!!!!!IRIT!I 1" ±41 -11 1/1.IE ENLARGED TOILET ROOM PLAN ,eereei J e 1. PROJECT NORTH PROJECT NORTH CLOSET 208 1 F • 111 ., � j I 1 11111111111111111111111111 11111111WI1I111I11111 EVATO ;t• -.;y' ENLARGED MAIN ENTRY PLAN 161. irk .Cli�.i 1=11 V ENLARGED STAIR PLAN AT 1ST FLOOR i - E V A T O : ! -1KLER vALV E G'NTIZOLS 6 \ rt -eVAT - INT' VR!fy Lore.' / I HSP 1=G Loci_ . 6 % Iola TO I I`15rALL ArIo t4 ENLARGED STAIR PLAN AT 2ND FLOOR ENLARGED TOILET ROOM PLAN PROJECT NORTH CORRIDOR 108 PROJECT NORTH WALL SECTION G DIVISION RECEIVED (Inv OF TUKWILA MAY 2 1 1931 PERMIT CENTER MAY 2 1 1991 JOB NO: 91003 DATE = 5 -13 -91 DRAWN = A.R.M. CHECK : SHEET NO OF 1Jp PUT— ?). r fi • WAR 1-147h : c 01-1 THFLU , , Io 5 I4 I K� J cij.lbs ' k ,.• d,Q''. 0..6 Fir 1_ 10 3fo'1 Goa Tife vf I 4*. T t, 9TUos I St DG SECTION THRU `STAIR #109 ErT L 111I11 ''11I111 11!11'''I'.3 LI'''1 1111111 1 1 1I'I11'11 1 '� 2 4 5 Uo.18 e"'' 1 I FT • i ii i 6 i8 1 9 s Ib l Z w�i 1 rred'rererr LUNCHROOM 112 PROJECT NORTH r 9r r\.Kk c:� • b . ELI =12= 12'-1O a D 6 J . 0 1• „, r jilLgt 'A � i r e d/ IF. 01 op p.r.t, el V_tit •A! . rnnrimiliM1 1111rrlw111111nft11i11111111 Ike VIP c a 0 i �ors!/rrssa��'air�x�i _ 6 L • _v - — exit Mcu rED gr.:4 I ff VIKUCTUIza !AE. e E. 4 t." - i - r jNSULA; (ol-4 - - - esUS1" .Nt)ED AscoutTIGAL TI LE - - - - -- FLU 4 c LAs �JINL1 WALL. ce fsr o o po. . d. I L - A T T 11-4.5U LATI 01-i $ / O 1 .ETAR -PE_ - PEI -I l.-lEP To Ca-C, . WA-L. 15j.- Rzz Ict Reap € Vis GOtaic cAGe$ Al C , TILT u N �IAL.L - N f. -. 5/6I 3 Mgrs... �rJP WITH fZ-U to fl INSULATION # VA-oi� KeTA1z13 - r, 1 -- 4/ 4" 1 I7 FokeTEf -I F 7 To coNG, 1.1A 2/2 I,:IA..,L. t M - ter. a „ J 0 • v • u. i _ - . 8 seis -r5 '1 rER Si UcTUFRAL P.�7" G'KAI•.IIhi S II r INS�JI,ATIoFi / LrL ExpoP P��► iffri FS. Rispelio �F w pe7 � k? C 6E45. 5. I. F5, €i "1 rA IA ' ,5usrE.w AG &LC. TILE love' AI �`"�c•E. fi�I EI I T iI I I 6 8 r11111111 III! rill ll!I 1111 1111,1111 ELEVATOR JAMB BI-FOLD DOOR HEAD 11: 04, ELEVATOR HEAD i 6" ---- 3' - 20 GAUGE 'J' RUNNER 112' TEK SCREWS AT b' O.C. - STAGGERED -- II LINER ATTACHED TO 'J' WITH 1 TYPE 'S' SCREWS AT 12' O.C. - -- I I/2' x , OAK JAMB I/`1'x, OAKTRIM 9 'POCKET DOOR HEAD POCKET DOOR ASSEMBLY SOLID CO"' • DOOR WITH OAK VENEER PER DOOR SCHEDULE 'EASE EDGES, TYPICAL NOTE: INCLUDING SEAL HARDWARE TO BE 20 MIN. LABELLED RATED ASSEMBLY DORANSON SYSTEMS NC. O EQUALIC80 TEST REPORT x-153 CL IPA AT 12' O.G. MAX. (6' MAX. FROM CORNER) AT RATED WALL 4 I /I6' GLAZING TAPE BOTH SIDES 1 V2' x i/2' OAK STOPS, i 1/2' x , OAK SILL FINISH FLOOR PER SCHEDULE 1/ 4' TEMPE D GLASS OR WIRED GLASS, S ARE PATTERN, AT RATED U1 LL, GEE SCHEDULE. BUILDING PAPER OR VISQUEEN " EASE EDGES, TYPIC,� ;i RECITE SILL DOOR HEAD DOOR/RELITE JAMB N ROOM FLOOR BASE WALLS oE �LlI I Ca EAST SOUTH . I . • . . . 101 MAIN ENT cE 102_ D CLERKS - - _ -- - 1 03 _ D. MANAGER _ - - -- - -- - -_ _ -_- - t I - -- • . 104 C.O.D. S. &- __ CLERKS - : e 105 STORAGE • _ T 8' -6" . 106 CpM_P R - _ STAIR _ - - __. __ _ - . .. . • VARIES CORRIDOR 1 STAIR I - 110 ELEVATOR EQUIPMENT RM. 3 • • 1 • • T• 8' -6" - 1 1 1 WOMENS F _ROOM . ®�_ • • • to t .... • • • F 8' -6" . 112 LUNCH RC •' ' " 113 BILLINGS 8 —s 1 'i 4 CLOSET - " 115 MAILROOM & COPY AREA ® t 6' -6" -- - - 1 E MENS__ RESTROOM_.. _ ® • • • . ® • I e • • 8' -6" - 1 TEL EPHONE_ROOM - -4 • i .._ _ _ • • • 8, -6" 118 _ STORAGE & . _ 3 • • • 8' -6" Hg J TOP- Ik • � [ _ - I. 202 DIST. AUDITOR 8 ® f } • �.. 2 • 8 ' -6 203 ACCT. MANAGER r _ " • t 2 • _ _ s 204 DcS IR'CT._CONIRO .LEE, _._. _ - I _.. . ----- i 2 • •1 • 1 8 -6 205 LS.� ACCGUNT PAYABLE j 1 • • • 8'-6" 206 I.S, S U P P L I E S _ . _ __ __ • " 207_ .COP.RIDOR -- 7 •, i I 8' — s" 209 MENS RESTROOM , t• IG i o • _ • ja • i _ 8'-6" 210 WOMENS RESTROOM I 1 • IO • 2 10 • • I f • • Io. • 8' -6" 211 ACCOUNTS RECEIVABLE • 8 1_ __. , • • - -- ____ -- ---- • 8' -6" 212 CONFERENCE ROOM a- • 7 •' - _ - • e 8' -6" 213 U N i M P R 0 VE D AREA ® I -- --+- � -_ - -- -- -- � --- - - - - ® -- -- - 1• -- - - -- - - -- -- -- ---t • s' —s" 214 r UNIMPROVED AREA • -' -- • - -- � - -- -- - -� - -� 1 - - -- ._._ 1 t ® 1 8'-6" NOTES SYMBOLS 1. G.W.B. WALLS TO BE FIRE TAPED. NO PAINT. 2. ACCENT PAINT. HARDEN AND SEAL 4, ANTI - STATIC LOOP CARPET 5. STAIN AND VARNISH. 6. PROVIDE ENTRY MAT AS INDICATED ON PLAN 7. CARPET TO BE CUT PILE WITH ACCENT CARPET SURROUNDED BY 12' WIDE BORDER WHERE INDICATED ON PLAN. 8. CARPET TO BE LOOP. .9. CARPET TO BE CUT PILE. ic, w�u,�v I�G TO De YI VINYL L 4 ROOM FINISH SCHEDULE j, 3 3/4 (MiN.) 101 102 103 104 105A LABEL DOOR I RELITE MATERIAL FINISH 201 _ 202 -- 203 204__ 205 206 208___ 209 211 212 213A 213B 105B. - 105C_ 106 110 111 . A _1.1.2B A 113 g_ 115A .A 115B - -g 1 . 1 6-'--- 117 g 118A A 118B DOOR TYPES 1 1/2' x , OAK JAMB I /2' x , OAK TRIM SOLID CORE DOOR WITH OAK VENEER PER DOOR SCHEDULE .EASE EDGES, TYPICAL MATERIAL 2/T5 2/T5 2 /T5 2JT5 2 /T5 8/T6 3/T5 3/1 FRAME 8LT6 sire 3/T5 37T5 3 /T5 5/8' G.W.B. BOTH SIDES OVER 3 I/2' MTL STUDS m 2' -O' O.C. WIN BATT INSULATION WHERE INDICATED ON PLAN. • DOOR JAMB SIMILAR 9T6 31T5 .3/T5 3 /T5 RELITE SCHEDULE 1 _0TE_. OAK TRIM, FRAME 4 DOORS NCLUDING SMOKE SEALS t I -IARD- wARE TO BE 20 MIN. LABELLED RATED ASSEMBLY DORANSON SYSTEMS INC. OR EQUAL. 5/8' G.W.B. 5071 -1 SIDES OVER 3 1/2' MTL STUDS 0 2' -0' O.C. (TYPE 'X' AT RATED WALL) WITH BATT INSULATION WHERE INDICATED ON PLAN. v---11/2' x , OAK JAM 41 51VOL. - 1 1/4' M L L I'PS AT 12' 0.G. MAX. (6' MAX. \ \ FROM COMER) AT RATED WALL 4 I /16' GLAZING TAPE BOTH SIDES 1 , 1 SOLID CORE DOOR W/ OAK VENEER - 7 HARDWARE COMPONENTS 5/8' C3.W.B. , BOTH SIDES, OVER 3 I/2' MTL STUDS 2' - D' O.G. (TYPE 'X' AT RATED WALL) WITH BATT INSUL. WHERE INDICATED ON PLAN 11/2' x OAK JAMB 5/8' x , OAK STOP DOOR SILENCERS OR SMOKE SEAL, SEE DOOR SCHEDULE SOLID CORE DOOR WITH OAK VENEER PER DOOR SCHEDULE •EASE EDGES, TYPICAL •DOOR JAMB SIMILAR ' - PER PLAN NOTE: —de OAK 04i( TRIM FRAME 4 DOORS — L- 1/4' TEMPERED GLASS OR WIRED INCLUDING SMOKE 6EAL5 t GLASS, SQUARE PATTERN, AT HARDWARE TO BE 20 MIN. RATED WALL, SEE SCHEDULE. LABELLED RATED ASSEMBLY DORANSON SYSTEMS INC. OR " EASE EDGES, TYPICAL EQUAL. ICBO TEST nPORT 4153 • RELITE HEAD SIMILAR � 1'I'I j 5 6 No.18 0 tee-`.... e i Ig Z w� I I� 11 IIILlllililll IIIIIIIII 1111 lll.'ll111111,h1,1 NO DESCRIPTION DATE ROOM/ DOOR SCHEDULE CITY OF TUKWILA. APPROVED JU RECEIVED c EraER CITY OF TUKWILA BUILDING DIVISION File: 91003 \T5 JOB NO.: x1003 DATE: I5 -13-91 DRAWN:HUSIN CHECK: RAB SHEET NO OF: 1,0888 / CABINET ELEVATION 4 548' GUB TYPE 'X' 31/2' STUD FRAMING 1 x 3 RED OAK BASE EAR EDGE. CARPET OYER CONC. PAN THREAD, AND STRiNCiER 2' CONC. ON PAN TREAD W M1{tl11Y141 STORAGE SHELVING GEILIIJ . 12" x 12' F?7IZceL06.I1.1 CR64tvl IC, TILE-, �.T Loes,ki BUCir11 oIJ W4-2 vvG i G ?N I �IC� r! %Z" / SI F" � 1 I N Qv Z ' // � F'LY■Oot, c-AH6,61 -46,61 / LY.: c 'THE Rx7TTfo 1 of 4-1TEIe. / I To REMO■./B �, Ike yvzt.T T9 // I :M Ir HIS. „/ i. TOL.�.r -1 1181 C;w? R - 7/8” I-'i 1L Fts1:zi 4G CII4414 E-t• . ALL- AROuIJD gT�L COLLa M 1 tom. S1'LUCT OvG. ►.iri t>�+��iu ■nmt.I L Ham t2R.6II 'rtH 4a.1P,ebR- C W ITT-{ TOuO -I LATCH 2' -0' (CLEAR) PLANTER PLAN SECTION PLANTER WALL SECTION EXTEND TO STRUCTURAL. SYSTEM AT I -HOUR WALLS SEE FLOOR PLAN FOR LOCATION 5OE ND ATTENUATION INSULATION LOCATE FANS ABOVE VALANCE AND SPRINKLER HEAD. 2 SETS OF 2 -TUBE 4' -0' FLOURESCENT LIGHT FIXTURES 1 112' x 11/2' PARACUBE LENS ( CHROME PROVIDE ANGLES AT WALLS AND T -BAR GRID 6ETUEEN LOUVERS, FNISH TO MATCH LENS VALANCE. 5/11' GWa OYER 3 1/2' AND 6' METAL STUDS. PLATE GLASS MIRROR FROM BAGCSPLASH TO LOUVER. PLASTIC LAMINATE COUNTERTOP COIF HOLES IN COUNTERTOP FOR FAUCETS IF REQUIRED (SEE SF EC) PROVIDE BRACE AT EACH END OF COUNTERTOP, INTERMEDIATE BRACE AT CENTER BUT NOT TO EXCEED 3' -6' 0C., BRACES TO BE 3 4' PLYWOOD tUiTH PLASTIC LAMINATE AROUND TO MATCH COUNTERTOP PROVIDE BLOCKING AS REQUIRED SCALD RESISTANT WRAP CERAMIC TILE BASE (SEE SPEC) CERAMIC 'TILE FLOOR (SEE SPEC) CEILING @ CORR. /STAIR NOTE: SEE SPEC. AND STRUCT. DWGS. FOR CHANNEL SIZES OF STRINGER AND LANDING. STAIR TREAD STRINGER CHANNEL. 4I►Jg ; M TL : cPOGk �p ° F ct/IDe 12.1.1/21 1'31+1' p 4 MW( F PM' M ,C,44 et titc *HP- t4s SLI�11.1G- 1 1RE WINDOv,! $Y OP- eollieDL . COIJNEGT .uTo, CLc 6 I T EVI To gNtk6 'DE TECTOR. T'IG L.40I46:Ts FII`lIC* • P Ci; JT cow a T ° k& pL>(woorD c Tor; o aJ R. 'h' WCW F M I I.1G. 1 OJID 5,ACI16. 4I,,C 'o. LOBBY COUNTER SECTION 3/4" 7 DEMISING WALL @ BEAM ' • 3/4" COLUMN @ DEMISING WALL / 1x3 RED OAK BASE CARPET OVER CONC. PAN THREADS, RISERS AND STEEL TUBE SUPPORT. 6 DEMISING WALL @ G.L.BEAM I.i`tJ Nv To 1c7'-d' (2 r-iG• L0YJTIou4. F0.64-1 ,ANY �^� \k)I.:U rr�ai4E -T T k 4 Fog �oular, e G T•) 11.I.iE . j Fes. ) v. C,�uL1- Gµ/7+ TO C4uG. SL b G eN L.L . (64x 31' G.L. LP6 ?F a LEG TRACK ATTACH 10 6... 14M WITH - I `'/c REVti' (2I -0II p.C. Gc:eeP L I'' 2") - 10 GA. MTL e 21-0' I.0T A•TTk1. *a TO 1"1:2 ttUT 1.41 iuSl I" GWe ATTXtlE_ -D Tt) 4•UV uoT TO 6. L . O "TvAcK- I- 0 ON G. L. tagAM. SUET I TuTE WITH 2s4 G1.1AkDR6IL. aT U NII.1p tj r , 4Zrr1. 2i4. STEM.. CoL.uk4 µ •42 c3r3aGT. vwG . v',II CWT - 1`f ' X' W1H ''ILDEG avtiz ,'/2- Tl- STuG; W/ e7ATT II.J��U T ID N 9 . COLUMN @ CORR. WALL 3 " 4 �x1�TI Co 4C. VILLA. ceILING m 1 I Te i 1-L- 4U f, Es 4 t:71 st ' p `c u . rI II r, L.4.54-I' STAIR STRINGER C8 en S — I CO CABINET ELEVATION - 1 I/2` x 6 1/4' OAK CAP, STAIN AND YARN& 543' Gtia, BOTH SIDES, TYPE 'X'. 31/2' MTL. STUDS FOR NOTES 4 DIMENSIONS OF WOOD RAILING REFER TO DETAIL 31/2' MIL. STUD BLOCKING, I6 GA 0 EASE EDGES, TYPICAL GUARDRAIL @ STAIR s• t75 /-- 2x6 RED OAK HANDRAIL, EASE EDGES 4 ROUT FINGER GRIP AS 5140UN. STAIN 4 SEAL PER SPEC. I/4' DIA. x 51/2' LAG BOLT t PLUG TO MATCH WOOD. SPACE AT MAX 3' -0' O.C. 1 1/2' x,OAK STAIN AND SEAL. 31/2' MTL. STUD BLOCKING,16 GA 54' TYPE 'X' GM OVER 3V2I METAL STUD WALL HANDRAIL © STAIRS 4 " 24 Crol - 5Tc LAa1411I4eT guFzpb.c . 14609121444 Meg" t :C44 I.•4 L1/2» 9M L war) FRAM I!J& F042- .ALDINJ I "G. / y VAR4Icali v LI. # oT t II11�11111111111II L I I I I I I I ` I I �I�I� I :I�I�I�I�I�I�I�I�I�I� � 1 �111�I�I�I�III� Hilililililili 6 I 1 Z� 3I 4� 5 1 No.18 .• �.. OT 6 r8 !. S Z w� T� IIII JT l111 1111111111III 11!I 1111!11111!1 I!II 11111!!I1IIII 11lI !I!I II Il 1111 I!!! II!!�I!Illl!II) JOB NO 91003 DATE : 5 -13 -91 DRAWN HUM DESCRIPTION DATE LIt✓1, IND le 3 - I3- 1I 7 IT v11 rmu CITY of TU WILA APPROVED ,14 1; CIT O F TL E© K WILA MAY 2 1 199) PERMITCENTER NO • DESCRIPTION . DATE MEMO MUM SHEET NO OF: SECOND FLOOR FRAMING PLAN BLDG9 CITY OF TUKWILA APPROVED JUN 19.1 �,,�v r A 4�`r File: B11)IN D V lSIO� MAY 2 1 1991 JOB NO.: DATE: DRAWN: WA CHECK: Iii (- 0' -8 ") TYP. ALL INTERIOR FOOTINGS 5" WIDF. x 12 GAUGE (FY = 50,000 PSI) STRAP. "X" BRACING AS SHOWN ONE STRAP EACH SIDE. .�`: • I ' J -TS2 I I1 , -- II __J LOCATION & SIZE. \ F7.0 C10x15.3 MC1Ox8.2 STRINGERS MC10x8.2 STRINGERS MC10x8.2 STRINGERS ELEVATOR 12'-414" 12' -414" 2' -103/4" F5.0 1 1 LA "x2OGA 016" FOUNDATION PLAN SCALE: 1a" = 1' -0" FULL PENETRATION WELD REFER TO ARCHITECTURAL FOR LOCATION OF WALLS. CENTER FOOTINGS ON WALLS. 98' _5W' MC10x8.2 STRINGERS MC10x8.2 STRINGERS SCALE: V4 = 1 -0 3%x18 GA. STUDS 0 16 "OC MC10x8.2 STRINGER B -TS1 SIM. MC10x8.2 STRINGER I I II II II 6 "x20 GA. STUDS 0 16 "OC FOOTING SCHEDULE MARK SIZE REINFORCING F3.0 3' -O" x 3' -0" x 1' -O" 3 - #4 BOTTOM F5.0 5' -O" x 5' -O" x 1' -4" 5 - #5 BOTTOM C10x15.3 C10x15.3 STAIR #109 FRAMING 24' -1112" METAL STUD FRAMING 7 3" CONCRETE ON 9 A6 " VERCOR FORM DECK W/6x6- W1.4/W1.4 W.W.M. 8 GA. CLOSURE TYPICAL C10x15.3 L3x3x� /4 ® 36 "OC —" 3 "x14 GA. X BRACE"" TYPICAL T.S. 3x3x356 11? 4x1 x0' -8" W/2 -12 "0 EXP. BOLTS 2' -0 "x2'-0 "x0' -10" THICKEN FOOTING ;" CONCRETE WALL #4 0 12 "OC VERT. #4 0 12 "OC HORIZ. UMP SECTION A -TS1 SCALE: 3/4" = 1' -0" SECTION B-TS1 SCALE: 4 = 1'--0" SCALE: 4 - ? -0 4' -0" VERIFY STUDS RE: PLAN -- 2 - #4 CONT. SECTION C-TSI - ------2 #4 CONT. RAMSET ® 24 "OC 6" CONC. SLAB MC10x8.2 STRINGER 2 "CONCRETE ON PAN TREADS 6,frP4a4M4 1//41G 8t' 4'. , , #eria FOQ /14 I tNQa ee:4 t 4 Go OF APp�ED 6/lop � tt7E5. ro Be ON ,.5rr6% 404114#JAq 1 /HI4s; Live LoAo3: WIND...8O MPH, EXPOSURE B SEISMIC ZONE 3 FLOOR 50 PSF + 20 PSF PARTITION FOUNDAT IQN ;. FOUNDATION DESIGN PER REPORT 04697- 004 -005 BY DAMES & MOORE. SOIL BEARING 1500 PSF PER REPORT. SOILS ENGINEER TO INSPECT ALL FOOTING EXCAVATIONS PRIOR 10 POURING CONCRETE. FILLS TO BE COMPACTED TO 95% MODIFIED PROCTOR PER ASTM 0 -1557. ALL EXTERIOR FOOTINGS SHALL BE 18 INCHES MINIMUM BELOW LOWEST ADJACENT GRADE. CONCRE1 Ei f'c = 2500 psi FOR FOOTINGS MAX. SLUMP r 4" PLUS OR MINUS 1" MIXING AND PLACING OF ALL CONCRETE SHALL BE IN ACCORDANCE WITH THE UBC AND ACI CODE 318, LATEST EDITION. PROPORTIONS OF AGGREGATE TO CEMENT SHALL BE AS SUCH TO PRODUCE A DENSE, WORKABLE MIX WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. 3/4" CHAMFER ON ALL EXPOSED CONCRETE EDGES UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. REINFORCING STEEL ALL REINFORCEMENT SHALL CONFORM TO ASTM A615- 82(S1) GRADE 60, FY = 60,000 PSI EXCEPT AS NOTED FOR WELDED REBAR. COVER TO REINFORCEMENT TO HE: FOOTINGS 3. INCHES FORMED SURFACES -- WEATHER FACE 1 1/2 INCHES INTERIOR FACE 3/4 INCHES EARTH FACE 2 INCHES I. W DED REBAR WELDED REBAR TO BE A -706, fy = 60,000 PSI. USE FRESH E90 LOW HYDROGEN ELECTRODES TO WELD REINFORCING;CONFORM TO PROCEDURES OF AWS D1 -4, CURRENT EDITION, STRUCTURAL WELDING CQQE- REINFORCING STEEL. ALL WELDS TO BE BY W.A.B.O. CERTIFIED WELDERS. STRUCTURAL STEEL:. TUBE COLUMNS SHALL CONFORM TO ASTM A500, GRADE 8 (fy = 46,000 psi). ROLLED STEEL SHAPES SHALL CONFORM TO ASTM A -36 (fy = 36, Jo0 psi). WELDS NOT SPECIFIED SHALL BE 3/16" CONTINUOUS FILLET MINIMUM. ALL WELDS TO BE BY .A.Q , �O. CERTIFIED WELDERS. USE FRESH E70 ELECTRODES . SUBMI i HOP D i AWTN.1S 1$ ° '��T AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF STRUCTURAL STEEL. MACHINE BOLTS TO BE A -307. FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH AISC FABRICATION AND ERECTION SPECIFICATION AND CODE OF STANDARD, CURRENT EDITION. WELDED HEADED STUDS SHALL CONFORM TO AWS D1.1 (STEEL) FRAMING LUMBER: LUMBER NOT NOTED TO BE D.F. #2 OR BETTER. ALL GRADES SHALL CONFORM TO WWPA GRADE RULES FOR WESTERN LUMBER- - -1979 EDITION. ALL BOLTS HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. MAXIMUM MOISTURE CONTENT 19% AT INSTALLATION FOR ALL LUMBER. STEEL. HANGERS TO BE SIMPSON OR APPROVED EQUAL. FASTEN ALL HANGERS AS SPECIFIED BY MANUFACTURER UNLESS SHOWN. TJI JOISTS: MANUFACTURED BY THE TRUS JOIST CORP. IN ACCORDANCE WITH NER 200. GLU LAMINATED WOOD MEMBERS: GLU - LAMINATED WOOD BEAMS. KILN DRIED, INDUSTRIAL APPEARANCE. STRESS GRADE COMBINATION 24 -F -V4 (fb =2400 psi; fv =165 psi) AT SIMPLE SPAN BEAMS. STRESS GRADE COMBINATION 24F -V8 AT CANTILEVERED BEAMS (fb =2400 psi, fv = 165 psi). GLU -LAMS MUST BE OBTAINED FROM AN A,ITC OR APA -EWS APPROVED FABRICATOR. SUBMIT SHOP DRAWINGS TO ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO FABRICATION. ELYWOOD: FLOOR SHEATHING ..3/4" T & G UNDERLAYMENT GRADE W/ EXTERIOR GLUE...INDEX 48/24 ALL PLYWOOD SHALL CONFORM TO U.S. PRODUCT STANDARD P.S. 1, CURRENT EDITION. GLUE SHEATHING TO FRAMING. NAILING SHALL BE AS INDICATED ON PLAN. CONTRACTOR IS TO CALL THE ENGINEER FOR OBSERVATION OF ROOF AND FLOOR DIAPHRAGMS PRIOR TO COVERING. WOOD TRUSSES ; TRUSSES TO BE MANUFACTURED BY THE TRUS JOIST CORP IN ACCORDANCE WITH NER REPORT NO. 148. TRUSS FABRICATOR TO PROVIDE ALL REQUIRED BRIDGING AWD BLOCKING, BOTH PERMANENT AND ERECTION. SHOP DRAWINGS, STAMPED BY A LICENSED WASHINGTON ENGINEER, ARE TO BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION. DESIGN CRITERIA SHALL MEET OR EXCEED THE FOLLOWING: FLOOR TRUSSES: TOP CHORD 50 PSF LL, 20 PSF PARTITION, 35 PSF DL BOTTOM CHORD 10 PSF DL CONC LOADING 2000 LB L.L. OVER 2 1/2 FT SQUARE, PLUS UNIFORM D.L. \--_ TJI550 ® 24 "OC DEFLECTIONS TOTAL LOAD...L /360 LIVE LOAD L/480 PSF INSPECTIONS: AN INDEPENDENT TESTING LAB APPROVED BY THE ARCHITECT SHALL INSPECT WELDING AS FOLLOWS: CHECK QUALIFICATIONS OF WELDERS AT THE START OF WORK AND MAKE VISUAL INSPECTION OF ALL FIELD WELDING. SPECIAL CONDITIONS: DURING CONSTRUCTION T-E CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING AND GUYING IN ACCORDANCE WITH SOUND PRACTICE AND ALL NATIONAL, STATE, AND LOCAL CODES. CONiRACYOI( TO COORDINATE ALL TRADES AND VERIFY DIMENSIONS IN FIELD. OBTAIN ARCHITECT'S APPROVAL PRIOR TO ALL FIELD CHANGES. SEE ARCHITECTURAL DRAWINGS FOR ALL FLOOR AND WALL OPENING DIMENSIONS AND LOCATIONS, FLOOR AND WALL FINISHES, ETC. '11I'1'1'l1 l'�1'11111 111111I11 111+'1'111111 3 I'1 ill '1'1'1'14 11I l 1 11441 11111 No. e-7'.•4,--,.2.7.- 1'I E i i 111 I '131,1] 8 L ;1111 WI iiii ii iI;i'! 1 ;1 ' 11111 - 111111111 iii' 111' II 1111' iii! 1111II!Ii'lll!!I iii1'is! 111111111111 11111111H 5. IV — NW PI O 0 o 0 3 " 3' � 3 ., 1V2 TE L SCALE: 3/4 " =1' -0" A- TS2 m Ca X to a) 0 .n X x "- SECTION N —TS2 >Tr B TS2 ( 2 HEET NO OF: SCALE: 3/4" 4 DESCRIPTION ettxr MEZZANINE FLOOR , FRAMING PLAN CITY OF 7UKWItA APPROVED AEFI YO lk �It \I AY 2 1 111 PERMIT CENtt^R MAY 2 1 1991 24' -6 B -TS2 - ----- -: W18 I x 50 51hs x 15 GLB , C STAIR #107 RE: TS2 0 In _ N . 4" (O N X V' E -TS2 SIM W18 x 50 • !Q 44x6x1' --6" W/3 -6 "S4 x 5" W.H.S. 3x Ft J B- T32 III m C9 U) x N CONCRETE III ,---PLYWOOD 2x BLOCKING — WT 5x16.5x1' -3" W/5 -3/4"0 A325N f 0 -TS2 C -TS2 2'- 104'4" -TS2 24' -6" 2" 0 12" W18 x 50 W18 x 50 W18 x 50\ \ STRAP "X" BRACING RE: FOUNDATION PLAN 6 "x14 GA TRACK p RE: K -TS2 FOP CONNECTION OF BEAMS !P. 12;;12x446 --•' RE: E--TS2 J C Y G -•TS2 K--TS2 r 3/4" T. & G. PLYWOOD W /2" CONCRETE P -I S2 98' -5/" ,1R 24' -6" W16 x 50 W18 x 50 W18 x 50 L -TS2 SIM R -TS2 e SECOND FLOOR FRAMING PLAN NOTE: 1) TOP OF FLOOR TOPPING 12 " -10 ", VERIFY W/ ARCHITECTURAL. O 0 0 O SCALE: 3 B--TS2 B• -TS2 E 7S2 m J to In B -TS2 U) W18 x 50 m C -- TS2 In E -TS2 P -TS2 SECTION P—TS2 L -TS2 w 24' -111/2" 2" T JI550 W1_$_c50 W18 x 50 4x4x1' -0" - W2 -% "3x4 "W.H.S. 0 8" GA. SPACE 0 48 "OC 24 "OC 0 -TS2 N -TS2 SIM CD Un N _ In N I 0 ECTIQN Q-- TS2 SCALE: 3/4 " =1 -0" 2 -10d 0 6 "OC LTT19 48 "0C 4x4 LEDGER L3x3x1/4 es.,ONT W/ M.B. 0 24 "OC i T T I TT I T !III�II1111IitiiiI IIIIIIIII 11!!1111111iIil{1{ llfi�illl 6, 1!1! G 1111 i {II TRUSS TRUSS 9 lilt 1111 1 1111 f` 514i x 15 GLF3 W /OFFSET HW W /EXTRA HOLES e 71x1/2x0' -8" W/2.. " 0 M. B. T.S. 5x5 -- 10d 0 4 "OC 3 -ST18 0 48 "OC OVER PLYWOOD " -3x4 FLAT BLOCKING 3 BAYS 0 48 "OC II 6 V CI\ �rre_ It 6013)(1' 3" ONE SIDE W/5 -4 "0 A325N SCALE: 3/4 SCALE: 3/4" = 1' -0" T.S. 5x5 `l 7V2x1/2x1' -0" W /4- 4'4 " 0 M. B. SCALE: 3/4" = 1' -0" T.S. 6x6 '11111111111'- Ilir1111111 ,11111111111111H '1�I�I�i�11111d 111I111IPITP 11111111/PP) 1 2 3 4 5j 6 Na.16 �...' . . • y , , t., • SCALE: 3/4" = 1' -0" P.C.PANEL 4x4 WOOD f°. W/44 "0 M.B. �---- TOPPING — PLYWOOD L 6x4x% COIN. — 3x TOP i W18 SECTION A—TS2 I TOPPING - PLYWOOD SECTION —TS2 3x TOP ft SECTION G —TS2 c SECTIOIj 48 "OC II' 4x4x1' -0" W2 -3/4" 0x4 "W.H.S. 0 8" CA. SPACE 0 48 "OC TOPPING PLYWOOD 3x TOP It 11" 3" 3" 3" 3 11" W18 14 GA TRACK 6" El cf] 1 % " W18 W1a PROJECT WT 5x16.5x1'- 3" W/5 -44"93 A325N SECTION B —TS2 SCALE: 3/4 = 1 2 - 6 "x14 GA STUDS ---- -- / FIELD WELD AT `\ CONTRACTORS OPTION. 1/2 V1 TYP. EA. STUD y � SCALE: 4Q" = 1' -0" 2 STUDS PER PLAN SECTION R —TS2 2 ROWS - 10d 6" O.C. — 6 "X14GA TOP TRACK AT WALL BRACING 5 "x12 GA STRAP 51x15 GLB fl' 12x12x46 SECTION E —TS2 FOOTING RE: SCHEDULE SECTION H —TS2 SCALE: 4'4 = 1 - 0 " 1 SEE E-TS2 SECTIONj— TS2 SCALE: 4" = 1' -0" SIMPSON LTT19 0 48 "OC NAIL ALT. HOLES 2x4 BLOCKING BETWEEN TRUSS W/2 -16d 6 "OC NAIL PLYWOOD TO BLOCKING W /10d ® 4 "OC ------ STOREFRONT RE: ARCH. 6 "x14GA TRACK SIMPSON HSA5S EA. SIDE W 4'4 " 0 MB 6 "x20 GA STUDS 0 24" O.C. 5 "x12 GA STRAP (Fy=50ksi) (� 12x12)018 � T.S. COL. 446 I I 4 4x4xY x1' -6" 1 I W/2 -- 1,,o EX BOLTS I X EMBED 8" ._ 1 2x6 BLKG W/ 2 -16d 0 6" O.C. 2 " @'12" - W18 4 " 3" J Y "0x4" LAG 0 7" O.C. STAGGERED 6 "x2OGA 0 24" O.C. 3x It W / % "o STUDS 0 32" O.C. STAGGERED ECTItN C—J1S2 SCALE: 3/4" = 1'--0" cRrTInM F-1 SCALE: 3/4" - 1' -0" SECTIQN SCALE: 4'4 = 1 —O r- - 2 ROWS - 10d G 6" O.C. -- 5%x15 GLB F- TS2 LAGS 5 "x12 GA STRAP IE 12x12xMa GLB & TRACK EXISTING COL. FTG • i 4 F