Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit B93-0124 - SPORTMART - DRESSING ROOMS, OFFICES AND BREAK ROOM
i 4 CERTIFICATE. OF OCCUPANCY: .CITY OF.TUKWILA 63.00. SOUTHCENTE,R,..BOULEV4 RD, SUITE 100 • TUK:I��- A "Ii�AH.NT,CN 98;18,8 "^ k� %1 THIS CERTIFICATE , I.ED P,UR >SU I, .TO4 THE ,gE, ur$EMekTi 01 ,,SECT O 307 OF. THE UNIFORM BU'ILDING4C•Qt E CERTrIFr,YING THA�T'Y` AT:7TNE TIME OF-41S, UA,,CE° . � S'.STRUCTURE WAS IN COMPI IAf 4 WI :,H 'T1-1 VAR.IOUS''OR(� IN,4NCES OF`rTH `CI'¢ Y',R 'GULF rxNG BUILDING , {SVI` t r.N { t �, CONSTRUCTION FUSE A D ALL,T�,APPLI AB 1 E/ CaTY FIRE CODES. i OR THE' OLLOWING: ,�r s T fit` ht it,SPORTMART _ Permit Nc%: 593.-.., O 24 Bu i 'Wing A s 3D,p+v1750Qr SOUTHCENTER, Y 4, tr ` Pa (S` 1 .r 262304 -9110 v .. a� `� ner :''PAS ,,XFIC' I 4 ORTH, ,ES.T G OUP,.;A wr \ 44 �UP:'na.'': SIRE ,r' �t4� °,...Occupant :Loa: 1 ;$Q: Occupa c Grq,, 0: B =2 'r . ° . 9 �, . �" " Type of Const:s I t y h; 4 L.' t`w COf SPI U.0 Y: PO 1.Ep.;O THE PREMISES A. City of ThkWi (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B93 -0124 Type: B -BUILD Category: ACOM Address: 17500 SOUTHCENTER PY Location: Parcel #: 262304 -9110 Zoning: C2 Type Const: III -N Gas /Elec: Wetlands: Water: TUKWILA Contractor License No.: FERGUHF37ONO TENANT SPORTMART 17500 SOUTHCEN'f ER,,P;Y' TUWILAG;. ",WA';;981': OWNER PACIFIC NORTHWEST:;': GROUP `A" " 5601 6TH AVE':.S, SEATTLE . WA 981:08 CONTACT GARY KIDA 835 FIFTH AVENUE, SAN ,RAFAEL, -CA 9490' CONTRACTOR FERGUSON'CONSTRUCTION 7433 F1FTH. AVENUE "SOUTH, 'SEATTLE,> .WA 9810 Status: ISSUED Issued: 05/07/1993 Expires: 11/03/1993 Type of Occupancy: STORE Slopes: N Sewer: TUKWILA one: 415 453 -4454 .phone:- 206 767 -3810 ************ elrikf * * * * * *1;4 * * * * * * * * * * * *14 * * * * * * * * * * ** * ** *k' * ** -** * ** *fir * * * **** * * ** Permit Desch;ption: INTE4OR 'IMPROVEMENT O,F..•;:`CONSTERUC,T=_. ROOMt` OFFhCES AND BREAK ROOM: /` ' Units: 001 F r..`orit Bui 1 dingtss• 001 ' , Left Fire Prdtection; SPRINKLERED 1 UBC Edit.ion:. 1991 ;' , is >`.. Valuation 470,000:00 :, 1 ','Total,-°Permit Fee: 3, 19,6, {43 *********'************`*' t*************** k� * * * * * ** * * * * ** * * * * * * * * *•k * * ** * * * ** SETBACKS Back Right: :73 613. Permit Ceh;ter{.: Authori zed Signature Oate . I hereby .erttify ,that I have read and, - examined ithi`s:' perrmit°'and� knoW the same to be`f^ue'" and correct. All prq'visi,on,s ,of; law?.,and ordinances' governing th> s, work:. will be compl i ed` wi th, �' whet.her specified herein or not The granting `gf:;��this''permit "does not presume to'i` give a"uthoripy -to violate or cancel the p;r�: {Q'uis "ions of any'` others,tate''`o`r local ,�le'ws re.gi`lating construction Or = ,performance of work. I am authorized : /to'sign for and Obtain this b 1d'i`' %s.pe pit; -, '- ,: ?' 'Signature: Print Name: 13 This permit :shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for 'a period of 180 days from the last inspection. CITY OF TUKWII► Department of C4, imunity Development — Permit Centh • 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER PROJECT NAME S Pog_T- M DATE IN DATE :APPROVED .REQUIREMENTS::/. COMMENTS T SITE ADDRESS \ 1 500 5au1cEx1 1 fJ SUITE NO. -- INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system 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 ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. DEPARTMENT DATE IN DATE :APPROVED .REQUIREMENTS::/. COMMENTS BUILDING - initial review ' I—�3 LI. /2(p3t' / (ROUTED) CONSULTANT: Date Sent - 14---Z— /3 Date Approved - t,� -Q.(0 —cf ' 61:------1---- OS X FIRE //it7 (q, FIRE PROTECTION: Sprinklers N/A FIRE DEPTLER DATE . L7 y� INSPECetectoDr TOR: INIT '"" O PLANNING N /i it 2) ZONING: BAR/LAND USE CONDITIONS? (JYes (_J No REFERENCE FILE NOS.: INI MINIMUM SETBACKS: N- S- E- W- PUBLIC WORKS �4 / „fir /d/400 UTILITY PERMITS REQUIRED? (j Yes LI No PUS BLIC WORKS LETTER DATED: INIT: O OTHER INIT: BUILDING - inal review ,,`�i�� TYPE OF CONSTRUCTION: 11 —� CERT. OF OCCUPANCY? ►= Yes No UBC EDITION (year): 1191 Pjfi a INI � .dada � ',: BUILDING OFFICIAL -24101' . INIT: �! - REVIEW COMPLETED AMOUNT OWING: 9 3q• ©D. CONTACTED DATE NOTIFIED BY: (init.) 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: init. i 01/08/03 CITY OF TUKWILA BUILDII'L PERMIT APPLICATION Department of Community Development - Building 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 p PLAN CHECK NUMBER Division DESCRIPTION BUILDING' PERMIT FEE PLAN CHECK FEE BUILDING SURCHARGE AMOUNT 1 ��w :RCPT >:# DATE TOTAL:` SITE ADDRESS SUITE # 17500 Southcenter Parkway VALUE OF CONSTRUCTIO, - $.7i3 9 0 Oe 0 0 $4--70,0007 1 :rawithlaliif; •+ ,. PROJECT NAME/TENANT Sportmart ASSESSOR ACCOUNT # ' 2623049110 TYPE OF • New Building U Addition List Tenant Improvement (commercial) U Demolition (building) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: Construct new dressing rooms, offices, breakroom, new electrical, lighting and HVAC ductwork. BUILDING USE (office, warehouse, etc.) Retail / Warehouse NATURE OF BUSINESS: Retail sales WILL THERE BE A CHANGE IN USE? CR No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: 156,856 Tenant Space: 56,426 Area of Construction: 56,426 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? 0 No Yes IF YES, EXPLAIN: Propane (liquified flammable gas) 20 gallon (in 16.4 oz . cans) in sales area, 10 gallons in stock. Coleman fuel ( Class 'l -B flammable _liquid) 120 gallons displayed at 2 gallons per suare foot maximum. PROPERTY OWNER Pacific Northwest group A PHONE (206) 762 -4750 ADDRESS 5601 Sixth Avenue South, Seattle, Washington ZIP 98108 CONTRACTOR F Cz i)-t.. (PHONE _7 5.55 ( 0 ADDRESS (f1 NVL. S , �-� -F'_ Q.-> �\ P z1 qc 06 `' /A. ST. CONTRACTOR'S LIC NSE # V. • K�i 0 K-:- 3� w \ ( EXP. DATE (01 ( 1,13 ARCHITECT Architecture & Planning PHONE(415) 453 -4454 ADDRESS 835 Fifth Avenue, San Rafael, California ZIP 94901 I HEREBY. CERTIFY: THAT 1 HAVE READ AND.;EXAMINED THE APPLICATION: BE TRUE AND ::CORRECT', AND 1 AM AUTHOf TED TO `°APP( Y .FOR;:TNIS PERPu BUILDING OWNER SIGNATURE /? OR AUTHORIZED AGENT ADDRESS DAN W; S DATE 3 " 3O "R3 PRINT NAME Gary Kida PHONE (415) 453 -4454 835 Fifth Avenue CITY/ZIPSan Rafael 94901 aONTACT PERSON Gary Kida, AIA t_rL 5-35 PHONE (415) 453 -4454 APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Departmantt of Community Development Building Division at 431 -3670. itLIC DATE APPLICATION ACCEPTED artf OF 1UKWILA DATE APPLICATION EXPIRES Mtn' CENTER 03/ 16/91 COMMERCIAL . . NEW COMMERCIAL BUILDINGS/ADDITIONS . .• c. SUBMITTAL CHECKLIST 1 1 :.COmplotod bOilding•••permil:apolicaIion (ono for each :•.:•••• Two of the :following:. Speciffcations . ............................................................................... ••:••.•• .............................................. onginoor ; . •.• .• • • • ••••...1 ... • . onginoerorarchitoct -...••••..•••• • •.•-• •• Legal dosr:ptson • •••• •• •••••.: • •"••• ••.• ..•, ...• Working'drawings. . •:. • Oechliect,4iiiOI-1 nciude ........ .:•••••••i".• •••••:'-:.:,•••;•I ..;'..:•:••;.:::,.. ..„..-:•::.:•.:"•..•:-.,."••••.••.,•::.••....:•:.:,,::•".• .."••.,,.•::••• •:.. 1.,:,::::..:.:•-•:":•!,•:.:.•••:•;::::,••:•:.::.••:.::•••:::•••.::.:•::•:••:••••••,•:••••••;:::::•:;::••::•:::::•"•:::::•::•••:••:.:•:••..:•:.:•••:-••;:.:•:•:;::.:.: •;.::•• ::.:.,•.:••:•4.•.. :•,••: :' , •••..'••.•-:•••,.:,.'; :.• .•. s...'..• .:.•.:'i,.•.. .t ,•• p• •• .••.••......... ..,. p.'..'•,..•.••1..'•..••4..i,••...''.•.. ...'.0.:....•..........,: ..•• .....,.•:.„ ••...•:.'..:.;.•':...•...•:'.••.::.:.•.:..:.;••...'..:.•..'..:'..•.,..•.•!:•••.,..:. !.,." .;". :..,.:.•'„::•.••':.:•.••.....•.7:.:••..••::.:,:•••..":,..::•• 7•:. . ....;: •...,::.::.:'.•;',.::‘'. ., ::;'•.::..;.:::;..i.1•:•-.".,.;•:.c::::.•:.:;:.. •••.::•:•a:.:-:i•••.•:•,.•.,:.•-•::l• :....:•,.::.•:..:.:::•:.:::!:::•. .•........ :::„ .::i:::•:.::::•,':••.• .:a:' ...•., :.::.. :: ,....:,. '•..: ...,:• .i :•'::.. .,:..::••.•:..:.:.::f•:"..•:. .:..:.E:.:•:•: :.:•.":.:..••:•::•....::.:•:.:...".••::.••,:::.•.":.,:.:..;•,.•••. .•:•••:. :•::::. :•. :•..:•„.•:.....:.":•...;:...::••i:.•::.•:•..:"]:•:.. ...:::• •:•:.;•:;:••:•:::.:•:;:..•:::•::..• .,•:::.•." :.:..."::••,:•':•.:::.:::.:'..••••"..':.:;::.•.::..-••::•••••••-.•::..••!:::::::"..;::..:;:..:••..";.::••:.!:. :••..-•:• :.::•:c••.:.•...:.:••.::."•::':".:::..•::.,..:•••:••:••:::..:"•:;,..•."•::::•".•::•••'.:..:::•:••;. :..":. ::.:. .••..:. ;.••••:::-.::.•.::•:::"..7::..:•:::::::•::?.•::•••• ::::. :.:••:.•;-.-.•:••::::;..:•::•::...::••:"•::•:.•:.:.::•:•::::..:,:•:•4::••...::•::•:•• .::.••.. .•:.,::".:•....•::•:•.•i.."..:•:•••;.,..••:•::::.•:...,:::• .••:!. .:: . :.::••::•..•':".,:.::••..:::.'•::•:•:::"-•:.•:"..•'.• .••:.•:. •:: ;f'.••. ::.•::::..:::.;."..:•: ::.::•::•••••.:••• •.- ,•• :".....:••::•:i:•••..-•:::•.". ••.'.••:.•..••.:•,.. :••:: '.••••::"•..•"::•.•••.•.••.:.::••:.•. .";:?•'"..;•.......:•••:"..•:••:•.•••••.?:••,:- •'.:,.:''..:.•;,. .':• :::•.. •: •:::... :.: ::.:::'".:::' .:::•.:: .:•::':::::.::•••.-:::••..:::•:::-.:::!::.:".::::.-":::::.,.::"i."•..."::•.::•"•.;::.:••.:::•..::::;:•.:::•:•• .: ::.."•::..•• '; :..:'••••••:::':• : :.•,•.•••••'•,•::i Architectural SrY!6thdtat;?96iL1.dra9 Eievahons civil.gr9wIr9 i Landscape plan projoot) 1 Six sets cIYI."..... ids ii7*ise7.:til!4P ....... (91'5?;ifa••.:':"':•• ::. •;:: •• :•.:" ;u;.::. ",:..:.:.t••:':. i11.2. ubmittarr39u!r?7!7 ."•..•:''::;. :• .•::::Y.:'".:•::::;.• '..-•:.•.••••:••••:...'.:-.:•:': ..... . : ............................................................................................................................................................ . .....RACK:.STOFIAGE::•••:„.:::,,,..,.......... Entire space where racks wili be Iocted Exit "": •• Orrnonidn'6"•:of. •.Tenant,4abii•tiOOt,.. 010 -;•showing rack storage iay00,•,.004.... 0 oxits• • ,•," ,.•:.:•-:....•'. : -.,:"•••••:.: .:•-•::•••••••:.::".•:::::::::•:.•,.::::.:,:,:::::::::::::::::::::::::'•:::::•,.::•,::::::K:::',.•:..:••••:i••••::•,..::::::::,:,::::::,::::::::::::::•;::::::::::::. ............... • • • ..... ,...,......: .: .i.:.::••:::, . ,••••••...:::,.....•::•::-...:::::::::•.:"..:::.:::,::::::••••::::.:::::::.••:::::::::::•,:;:::::•.::•:.:::::::::::::,:,••••••,•::::::•:.•:•••"•:,..",,,:•••••:":-:.•.: : • NOTE:•:•:/tiorticie:•.diriitiriiii•ta.pf raqcsi(hplgtitm:ltland.,;,■?ry........, ) a n d exit . ways ....on: plan .{•;••.:5•.::::,•i' ::...;.:!:::::::::;:::.:.•.1:.:: ......:.:::::..:: .. .,..i.:::....i::ig. :.:,..:.,iiii::::.ii .4 .:::;;;::. i.;:,•.:..i .....:A,... . , .,::,,,,„.,,' .,...: .. • . : • • : .... ,....,....0 ...::::0-;,,,, :•.. ' ' . . ' .: ..'Structural . c '•• al 0.61 ailOi)...'..i6.iiO.0011:1-.ii•*•y■i..i,:ii00i...!-:;•:;;Sc!ij...!i,:0,i11?...,:„.„.....:::,::.... : • . .• ciiilliitier.:(r4ek'•.toi.age.1 8'•:4eid.::09■.):;•::::::::::::::::::::::::::,:s•j-::.!:.,:-..:::::::.....::::;:e:r,y:::::::•.•::::•:':::•::••,:i..::::::::"••:.,:;:,. .. „...................... ...,..... RES I ....... . . . .... ... .... NEW SINGLE FAMILY DWELLINGS/ADDIfloNs .........aiAL.,..r,N.:::..:,',"°ii°‘'11..'":tt...:1NO...:9TS•'•••:•;.•...1.,..,.‘,...:.•.:''''...:'..'..:.....:..•11.•;,....:::.......'''''''''.....::'....':.:• .. ... •••• •••••••••••:•fcie,:66•66•••"°°tijra:C'r .. - ••••••••••'••• NT.....' •.•::•-• — ' • • (oho.. ••• • ' • • ••••• ••• ' . . ..,......:::......-- .,.. . „....::::..:.:..:: . : ..... •••••:oolVi!...-7'7..:;:.:::::::::::•":•-''':'"':.•;;:;:iIdi,6 0.*il!!•••::::::::•••.:::•::::::::•::::-""'"•"'::"...':'•.:•:;""'''' • ... - - :::•••"•::•••••••fet00:1?'!:.....:.,::•:::..,::::.::::::;!::::::.f.„:••••::;:::•••••:•:::::!?:'.2,,, ....„::tOlaP!),:•!;:::•••,.....A....•cc:••• Account Nyrn§:!.?t:i..i::::::.,....••••::::::•;.,„iidb.:11•01yd 9...::: 1 j Two (2) sets • ••:"6ei,r...4:::::•::::::::::::.;•.6.: p■anf••,.-„:.....,::i.:,:;..:•,:::::,:;.:.:;.;•:::•::!..•,:::::" ••Asf..„.•:••:•••:::::::::'•:'•:-..';'•c•;i•••6SiitrY9::::::::::::::!...;:,:.•:-.•;:•:::::::::••::::::•41:::::,•:::•:::.:.•::::•-!:::...:E::,::::,::::••'...'•:;.::::::-i):'::.i„:i..„•:.:•••-•••• • :P.11.2i) •••:::::::::::••••:•::::,••:,....'::.•:''..aiit:aPile0i.i,d66.":. 6,..0•;0f.us0 1;Pi11.,...4Wii• iiiiri':iif:f?1606.•:;)..%ble.;••...t;:iii!‘:••!?..:"!......::.:•!..]...,::*;:::':••• • ...:.•:::•;::::!...:,.`,..;;iitintj.:Ancf,P,•...(if:doolp .........,....... '• • . ,. . •1::!:,,,--;68ioF!)pT',..i.,...;:.:.:::.........„,...,.::::::::).:::,....,''• •..... ... .......„.... ........ ......................:....... ..:•'.,.:•..•:o..•:••:• ., v.::.:..:•..:.•:-e•::•••::••.:".•::•:.•:•••::.":..:r•••„:.c:••.::•.•a::•;:••.::•-'-;•.•,'.o:,..•.••.• buiding plan • :TOr.:'-•:.'•:-:,:-:.'.•::•::,•.:"•.„-'--,•:.•i..:.m:.::. : l.:.o:•.::::.:c.::••:::•"::,':i:a;:::•.::..i•..:,:::tI.:..''o:".„ :Ui*P,:ldjfcer".•:.•.":. !•:'t::"!•.:•::•.:;„:.(...t.....,..7:.::.7:....:..•:.,•:.:. :.a.:,.::,'„",:•,.•m'::.:',::,:•:.::::„,.:•:::.:;..n.:,.•.:. -..:2...:"....•. ,: . •• . :o.: ,"......•.•,n.-•••:•?•...,:.::-:...:.: :.•:'..!0.i.:., ". .• 0••..• :... . 1.• .d.. tanant :'.r .:0/Gr1iiaisk)1 of building or:p::••:•.• •••:•i•.•y.•4•:t':::',:::.:•:o•:,•::90,:::.::::.•.'::,..•:..:••::.:.:.:.;.1"..:•:%:.•:.::•...i•:•. :.„:!i • . :::.!. .• ..::;:::":..:•.i,-:::d:„.,:•„•.„f•.•: ::• O:.::•.%.••••:,•,:••,••":•c:•,:,:•,.:.'••. -"• .. t Fioor plan if•Pr9P9!!!iiiOnt spaoe • .Telanl,i;ioo:P,;'"•Yiii each ,..:•.:. • , •1!,.•i.:1.i•,...„:-.:::•:•:•: ogross :.:1Pr17exit19976lt 404 ,•,:•.'. • '.5"....!i' ;•:,.':'•.:... ;:::•j:..::::::•.„,• ,::". , .::,:..:;„..,„:••.•'_ _....:..:.:".:._:•.•„"._.„, _. ..:... • .„ .. •„ ,. ...... „.: ...:.... ! 0: .....:..9...j.:• .7 •.o...,i•.• 9:: ::.• : .•:•••.::, :....•::••:..•.•:.•':-.;•.::•:..•:•• .. ,..•,.::.:•.:• :.„ :.:,:•a:.:•.:•.;•.•• .:•t ::'.•.•L: '.i:i:. :. • o.:• , .i.•',":•.:".•.i.. n • .. '!i•••••.• ..• detatis .,..,'".! Cross showing .,•.•..';.;,.,• .:•r :"..•.i.:„,'..'..'.."d'..••:.....,,"...,:.:•:..'.7i••. •- f.•• -••' :,•; „.,:.i"q:•":•':::::.."„„.t,.."7h.:.....:..:•:..:;:7:.::::i•,i::..,.:'..'.:a.::.':.:. ' ,•,.i•...•.tJ..•i..u.....,i:.:.i1,,.",,:....:c•.f:,.•,..••,.••,•::•:,,.::•:....:.::•.,:..,:...•"4.:..,,..'•.:..,::„.:.2.• ,:. :,:......r:..:"..:.:.,l:,.... .•...:< construction •:....•-:.•::.•. :". .•::••:•.•:,,.•::•:.••. •.:: :• :. :'.:; :,::•::.,:,: •,::.•:..:•::,"„•:.:•...:.••.,.•,:.:::...:•6,.::.....49, 7:.:,:.:• ::::•:;::r9,„'•.::i,.•:-7::::/..::-::i:.k•!'•..h•"• : o1:.2::. .•...xd •. :• .::.":r... o. ,• '• ,::•,:,fiitaPo..t.for.flor:494,elliro Structural .w1s04,toi•.i.-.116eopp'•t•-•:.d ro!t6:: NOTE (1 ?!' utiI;fy work Is to be done, subm,r separalo udlityporrnit aPP11F74on and plans ...;. .:, :': :•: ::,,;':. .: .::•. ;• . ,. :::••••••,.:• . .• ••••: - • - .... .., . .. • ... • ''.••ji,i'g';r:!::::,„„,:::"•:"•••.;":..:::•••;:...'"::••••.::::•••:••••••"ii:::::: ... . • rri 0 vedi.:•0!•••••::•::••••• •• ••••••••••••:••••:.' ....... . 1 • • •••AcC:)::••••"•••'.•••'• ' • is49...„i••••••••.:*••••••:::::::••••.:.:::::-.......',.:::ithp inspection •••••••••• a.nd .... . •••:. Assessor Account P?C••••••"":1'.•'•••••"•••••„••'"":•• ... . . .. ••• .. • . . ' • pt7(',...:•:•••••• • • . • • : • • de.• ••• •sta!••••••••••••••••.': •••••• • ire . ... „ .• „ • • ien • • • •'Narr••••, ••••• . . . . •-••••••'•:••••:••••'”" .. off of fio parmit AssesConipiotocl ,'..[;,•••-•:';:•••.•••'....:•• • • y Account ...••• •••:•'c•OP sor .•••••, •••• ........:•••••••••••NOT •••'•',•;.•::.:•..:•••••••.••••••••,::::':•,:. • ,••• •••••..•••••• .••••••••;-• ..•••••••••••"hiC1249 6•;•;: [J Site Pian ,::::::••••••:::"..." (showing )i .. . • ••••i9.0.9.••:,•::••••••,..•..:-... • eng...• ••••.• • ..... . ... .1■1110101W Ccrppletec11?iilICIi A6 fiz,;rit,;'...'aPpii4tio:ri::(c;ile•fcg:oacl:i:•stn.#re) RESIDENTIAL LI4E0•4•ObELt . ........ '.t)':i0.;'•(0) :*0•.(0••6tW6r(64•.**414.•,'Wiii46. 001.0 1 1 Foundation pia Floor pian Roof plan 'Building eievations (aIi views NOTE if any :y Wark Is to be • t's REROOFS 4!■40Siot..;:etii.Orit•Ouril •"'•" ' • • NOTE A letterquired, priOr..to' 41.7.d:•.51 o If• .. " • • • • •.• • • •.• • • • •••• : • • • • of fhOper.m/f4::::::•;:ii::•••:.••:,::::: •••'. • • ••• • de WM eac **fir *:k ** kit*** *** ** *4(*** ** * * *h* * * *?4* 4*** * ** *** **** *,k***** * *•k ** * CITY :OF TUKW1L.A, WA TRANSMIT• * *h * * * *:h*- 4;-** ** *W:kot 4ocit:k *kk ** * * * *: **** * ** * *4, * ***4, *lk * * * * * **4( *** TRANSMIT Mumber: 93000405:Amaunt i.,257.43 ,04/0i.;/� •01 Parml.t Na » g93 =0124 -Type: 8 -BUILD BuILD,TNO PER 10; P.ayment'.M thad »:CHECK Notatlaru SPUR.TMART Iriit: 3A0 4* *** * *;h *;* ****k** * * ** * * * ** * ** ** khk** **** *. * *** * * * ****k *** * :k*; **** Accaurit .Cade Description paid. 000/345'.030. PLAN:: CHECK - NONRES ,: 1:,257,4 Total ;(This ;Payment) z, , 1,257.43. ::Total : Fees e:. • Ta • t l.All P ymr�n : Bat mice» GENERA 1257.43 TOTAL 1257 «43 CHECK • 1257.43 CHANGE 0.00 9394A000; 14.45 k** k* 4*****:**k k***** k******* k** k*** * * * *kk * ** * *k k ** * *k *k *k * ** *k* CITY OF '.1'UKWILAy.; 4'!A 1'.RANSMTT *****k k:******* * ** ** **kkk*'kk** ******kk.*•k** k** t **kk•k*k t********k**k TRANSMIT Number; .93000579 Amo'uint:; 1,939.00 05/07/9)$'41u41/ ,Permit; Nao 1393.-0124 Type.* D -HUILD BUILDING PERMIT Parcel Na: 262304 9110 Site;Addressa 175.00 SOU'tHCENTER PY, •Payment ..Method a_: CHECK ,:Natation; 8PORTMART. Init: ::SLB * * **Aitit, o4:44 fickobih*:to47h *hk * *ti . irei ir***k* ****** **kk *of*4.4r**:** ** *kk ***4f4e Paid 934.5'0' 4.50 93.9.00 Accat. nt 'Code 000/322.100 000/384..904 Desc.i i pt i an BUILDING �- NONRIiS STATE: BUILDING SURCHARGE Total (This Payment): Total Fees: 3,196.43 Total Al .l Payments. 3,19.6.43. Hal once. .00 1 GENERA 1939.00. TOTAL '1939.00 GHEC }; 1939.00 CHANCE 0.00 0490A000 .15:08 CITY OF TUKWILA Address: 17500 SOUTHCENTER PY Permit No: B93-0124 Tenant: SPORTMART Status: ISSUED Type: B-BUILD Applied: 04/01/1993 Parcel #: 262304-9110 Issued: 05/07/1993 *********************************************************k*****k*********** Permit Conditions: 1. No changes will be made,,,tottle plariS,..uoTess.epproved by the Architect and the TukW41'01-ding b-ivitsicii 2. Plumbing permit sflaJT-be obtained through We Seattle-King ,..,. County Departmeol pubtiC:,,HealthAPlumbing will be inspected byAh:if agOICY,lhclu4din'g all g:SA5i_Pin§" (296-4722)/:4/ 3. Electrical4ermtt 'Shell be,,obtalned'throqgh -theteieshin40n,„ State Dt4Oon'cif„Labor,And Industries and all el.dtiddll work wql/beAhs,pe'bted-by thatkgeficy (248-6657)., 4. All mec*nical work shall be under separate permit through the CAifii of Tukwtla. 1-1.yAr:k•. systeM for new office area shalVlbb deOgned'to meet therequirements of section'304' of thelWashirigtoh StateVentijetTon and Indoor air Qualtty 5. Washington State friergy,CcideqReeMenis:Work under this. me4plof"U.M.C. Sec. 1001 (b4 ..,'''('.', , Code... All ducts and Oenums,4hall comply with the require- perMft applOcittOn does not',:propo4itO/Change or improve 1e . butlding.eriVelolie of 'theextstinvretall,,sals / warehouse ,? I .. . : 5 ! / 1 5 1 use This ' remains a ,condition notSObJectf;to any neW ener7 y;t gy po0e0rAluir,ementroOldeethatnxi new heating or 'coottng systems are,installed'. 'ITSuch,\Installit.ion,is neceiSe6;'-- a coirtle analysis of the building s,heltr..wittbe requir„e,d; to deownstiVe 'current code requtrOfenti (NoteCiThiS may requie m9dP9cations to the builMing.'en*Opprior ti:1.' appro*1 opthe installation.) Eriery;C.ode',gompli,ance-is, appro4ki\subject to this condittO. ',',!, 6. All penM4i.,ts, inspection records, and ipp.r:AVedlans shall/be ? maintaiikk\avai403e at, the job site prior to the-sOrt Rt,;,7 any consti*peWThese-mdocuments are to be maint,Oned available '4411 final inspeCttom,approv'al is gran't6'6.,,:;,, 7. When speciahspection is required either the ownery/ architect or*Wheer shall"tioftfylhOukwila Bt.014inb Division of app'CAniment of tfieipactiOn agenc104rior to the first buildinspectidn.-CopieS'ofall:f.0dCial inspection reports ShW041:!mlAtit,490 togilIGEWI lding Division in a timely manner.kgtP:Aiss-h'aIl contain address, project name, permit number and type of inspection being performed. 8. The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to the best of the inspectors knowledge, in conformance with approved plans and specifications and the applicable work- manship provisions of. the UBC. 9. All structural welding shall be done by W.A.B.O. certified welder and special inspected (Sec. 306 (a) 5 UBC). 10. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Any exposed insulations backing material shall have a Flame cnrPad Patina r+' 2g nr lomm :And matorim1 ezholl hamr, 4Anni-4_ • ' -° i fication showing the fire performance rating thereof.. 13`. Rack storage shat approved under separate ,•rmit appli� cation. Loading dl--"any:racks under this perm`k is not ap proved until final inspection approval: has been made for the rack storage per•mi t.. . , 14. All. construction t.o•be :done In conformance' with approved plans :and requirements :of, the Uniform Building:-Code (1991 •Edi.tion) as amended by the Washington State Bu,iiding Code, Uniform. Mechanical• Code (1991 Edition), and.Washington :State - Energy. Cade. (1991 Second: Edition). 15. There shall; be` no: occupancy of the buiiding(s) until the final inspection has been completed by the Tukwila Buiidi.ng Inspector. • . µy.. ..�1... . 16. A `CERTIFICATE OF 4CCUPANOYz ,W•ILLiBE. R QLJIRE,p.,. FOR THIS PERMIT. 17 Validity of;. Perms t' The: issuance: °of a'°'7per' iil3t Pr approval ' of plans, :spec if icats *ons :and comptatations shal'1'°- rta,tr b,e •con- *trued to be: a ' e'rrmi�tF forr,;� ors assn approval of, any ', colation ,af any . of. tha ' ov i� isons,k�of,,,� th ifs,,« :cod'e, .,or of i any. other ;or d:i.nance o �he .jut is,dioLion. 'No permit 'pr. su in to„.:ive ?author.ity/or viola e or •cance,l��t a provi,s, tons o�f this \'code .:shall be tvuai'' td; }:'�� ,,,0'' '±.: �� .4' City • f Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #93 -0124 (512) John W. Rants, Mayor April 27, 1993 Re: Sportmart - 17500 Southcenter Parkway Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) 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) (UFO 10.505A) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1-6.5) Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, CityIf Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 John W. Rants, Mayor 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10A -4 -4) Maintain fire extinguisher coverage throughout. 2. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 3303(d)) Exit doors shall swing in the direction of exit travel when serving any hazardous area or when serving an occupant load of 50 or more. (UBC 3304(b)) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 12.106(c)) Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its presence would obstruct or render the exit hazardous. (UFC 12.104(a)) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. Storage under exterior or interior stairwells shall not be permitted unless such space is protected on the City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 3 John W. Rants, Mayor enclosed side by one hour fire - resistive construction and sprinklered where required. (UFC 12.109(c)) Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC .12.106-12.111) Internally illuminated exit signs shall have both bulbs working at all times. (UBC 3314(c)) When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 3314(A)) Aisles leading to required exits shall be provided from all portions of buildings. The width and spacing of aisles shall be maintained at all times. (UFC 12.104(b)) Exits shall be illuminated any time the building is occupied with light having an intensity of not less than 1 foot candle at floor level. Fixtures required for exit illumination shall be supplied from separate . sources of power for Group I, Divisions 1.1 and 1.2 occupancies. and for all other occupancies where the exiting system serves an occupant load of 100 or more. (UBC. 3313 (a)(b)) Manually operated 'edge or surface mounted flush bolts and surface bolts are prohibited. (UFC 12.106(c)) 3. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to.,sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved City f Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 4 John W. Rants, Mayor drawings. (City Ordinance #1646) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1646) 4. All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1646) (UFC 10.503) Call the Tukwila Fire Department at 575 -4404 for approval of any system shut down. Have job site address, name and the Tukwila Fire D©partment Job Number available to confirm shut down approval. (City Ordinance #1646) 5. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.601) When walls and ceilings are required to be of fire resistive or noncombustible construction, interior finish materials shall meet the requirements of U.B.C. 4203. 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 10.301(a)) 6. A permit is required for the use, storage, handling or . sale of flammable or combustible liquids. (UFC Article 79) City Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor 7. A.permit is required to use any building or portion thereof exceeding 2500 square feet for high -piled combustible storage. (UFC Article 81) 'High -piled combustible storage is combustible materials in closely packed piles more than 15 feet in height or combustible materials on pallets or in racks more than 12 feet in height. For certain special- hazard commodities such as rubber tires,'' plastics, some flammable liquids, idle pallets, etc., the critical pile height may be as .low as .6 feet. (,UFC 9.110) 8. This review limited to speculative tenant space only special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation .. of the Fire or. Building Codes does .. not imply approval of such condition or violation. Yours truly,. C Professional Service Industries, Ir,>I�'I� DAILY FIELD REPORT TESTED FOR: FERGUSON CONSTRUCTION 7433 Fifth Avenue S Seattle, WA 98108 DATE: August 16, 1993 F,�,3 0 9 <op 3 "/14 4);, r PROJECT: SPORTMART Remodel the Existing Buildin 17500 Southcenter Parkwa Tukwila, WA OUR REPORT NO.: 712- 30165 -1 INSPECTOR: A. Trumbull TYPE OF INSPECTION BEING PERFORMED SOILS CONCRETE Foundations Batch Plant _ Controlled Fill (Compaction) _ Placement (Job Site) ASPHALT Batch Plant Placement (Job Site) X OTHER X Visual Welding Inspection BRIEF RESUME OF WORK ACCOMPLISHED THIS DATE: As requested, a representative of Professional Service Industries, Inc. (PSI) arrived as scheduled at the above referenced project to perform the above indicated inspection. Visually inspected grid 1.5 to K line 18.4 column connections. Weldments were found to be in accordance with AWS D1.1- 90, approved plans, and specifications. cc: /sh, (1) FERGUSON CONSTRUCTION (1)" TUKWILABUILDING'DEPT; Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. 7400 Third Avenue South • Seattle, WA 98108 • Phone: 206/762 -4664 •. Fax: 206/763-2936 0 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Gary L. VanDusen, Mayor Control No. &? °t Permit No. Project Name �...�.>i C/ei i ? (1 /e %. Address f.. //t) )( Suite # Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued. Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: t�)C 44 fi-1 /1107 ..5U ?f,1/tGr. ! ,i / +f ' Authorized Signature FINALAPP.FRM j A) 9/ Date T .F.. D. Form F. P. 8 5 INSPECTION RECORD (.. Retain a copy with permit CITY (PP TUKWILA BUILDING DIVISION. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 -- ©/ (206) 431 -3670 Project; c Type of Insion: ���� Address: Date celiac: gaiTtcuctions. i Date Want D -c-15 am. .m: Requester: • Pho / /a ne No.: c s� ig Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS* ' Inspector: /c :— -`'7 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection: I`SPECTIO O. CITY OF`,TUKWILA BUILDING DIVISION' 6300 Southcenter Blvd., #100,7Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PER (206) 431 - 3670. ro ect: mom,; • ype o nspection. Pb ICS .... -- N Prt— Address: Its Sc. 0 Date Called: Special Instructions: :, Date Wanted: /2S Q3 a .m. Requester: ((K Phone No.: ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: p i ) Gar ` u N .'�` � 1V-11-8 ►'1J WW -aaVA a MSC. fiIr1_. oL ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to relnspection, fee must be paid at 6300 Southcenter. Blvd., Suite 100. Call to schedule reinspectlon: rer-641'.' Date: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERM It , N0./ (206) 431-3670 • ro ed: PduT -rnA -�" YPe o nspedion: CGe, yvl Address: X147Special Date Called: 9,45.- Instructions: Date Wanted: 5 51�. terry an p.m, Requester: �1%. /575-38/7 Phone No.: FL Approved per applicable codes: O Corrections required prior to approval, COMMENTS: L5 / 4-�+e_ fr ? E O $30.00 REINSPECTIO FEE REQUIRED: Prior to reinspection, fee must be paid at 6300:Southcenter Blvd: Suite 100: Call to schedule reinspection. INSPECTION N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA . 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206) 431-3670 'ro t ype 0 spec! •n: 6¢i4i 6i... fa Address. Date Called: Sp: • •I nstructions: Date anted: r"-y-3 a Requester: Phone No.: Approved per applicable codes... 0 Corrections required prior to approval. COMMENTS: D $3000 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at • • 6300 Southcenter Blvd., Suite. 100. Cali to schedule reinspection. Date: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0/Z. PER No. (206) . 431 -3670 ro : �) /14,-&-v44-- ype o ns.:. ion rrz/- 7..11- 4.9e Address: 7 --M 4o Date Called: Special Instructions: r Date Wanted: 9 ..../.0..t3 am 6 Requester: Phone No.: ❑ Approved per applicable codes. x1 Corrections required prior to approval. * 40411 i ❑ $30.00 REINSPECTION FEE REQUIRED. Prior toreinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 71 %��,G 7� Type of Ins �'G C'4l&.. _ ., Special Instructions: l Date Wanted: Requester. r F one No. .7.5 = sy 7� 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 2) 2_ .47/ 4, 303 Cl oU1�, 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 SouthcenterBivd„ Suite 100. Cali to schedule reinspection. Receipt Ao.: Dale: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ro = vv. A4 Aiv. ypeo CIS* :..n: }�IG't/1 Nail ( K. Address: �� P / f/�V/ r P Date Called: Special Instructions: r( Date Wanted: r� 'ZC'"1 P.m. m Requester: g 6d PhoneNo.: s -7s y .., r -- Approved per applicable codes. COMMENTS: 0 Corrections p;quired prior to approval. : 1C$ �� 3 1 I F 2 4 3t3 c tCe-v itsoc.2i. v. . S J Ms t. S` A hi D S 141 SToRAC,k„ Cl $30.04 REINSPECTION FEE REQUIRED. Prior to relnspection, fee must be paid at 6300 Southcenter Blvd., Suite .100. Call to schedule reinspection. INSP'EtTION RECORD. Retain a copy with permit PE • • • O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERM 206) 431 -3670 —Project; .{ it. nial,- TYpe Cll/ i� iL - w Add `rD i • 0 s4 Date Called: 25/ Special nstructlons: Date Want@tv C�� �m Requests ry n Gam- -087'7 Phone N o7711� y� KApproved per applicable codes. O Corrections required prior to approval. O $30.00 REINSPECTION FEE'REQUIRED. Prior to reinspection fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection; Receipt No.: • Date. • INSPECTION 'RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 P (206) 431 -3670 Project: Alla Type of Inspection: Gi.-s Address( Called: Special Instructions: Date Wanted: 1.- - 1 J Ca.11r p.m. Requester: Phone No.: Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: G61-6 / 1t% S LA' Inspector: Date:. ❑ $30.00 REINSPEC ION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite. 100,: Call to schedule reinspection. PE •. • 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION , RECORD Retain a copy with permit 313— c)1J PERMIT NO (206) 431 -3670 roe ype • +� nsped o , A re 2 e, KLtl Dal. (led: ' Special Instructions: 0 7L-zi,14-....z00---, f- =r"4r-i-.-,r -.2.7.4 / etefr-eor Dat Waned: ifuei, . am, f.-) Ce - Pane n p Sr-5- 3 ? i i 0 Approved per applicable codes. COMMENTS: Corrections required prior to approval. �1 ' 5 • nspect_or: L7 $30,00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. :., jec INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PEa N0. 206) 431- 670 P o ed: ype o nspo C r if G�� res S'/,_,"y !/( , C� / o Date Called: 5 `�� "93 Special Instruct ns: 7 Date Wanted: vi7S am Requester: Phone No.: yi\Approved per applicable codes. ❑ Corrections required prior to approval. `' /y en-t, .5&/i-' , -1 /j 4••• G ��'?•st�j ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd.; Suite 100. Call to schedule reinspection. • INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 P NO . PER NO (206) 431 - 3670.. • ro a �./.g tagoc ypeo nspect n: e-0i, ress V _ rrF � .i: �i/� Special nstructions: e-55 -7,,...7 ,,!!�' Date anted: �' -7/6 am, p.m, Requester: ❑ Approved per applicable codes. 15( Corrections required prior to approval. 'r. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cats to schedule reinspection. Recept No.: VASA _sex. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Project: 2 7/ /)2a 2f Address _J LC C J )/� w Special Instructions: '�" ire -.1.p. /do / 1 / oS / OG 9c Zco 1 ,•v., 2_104. /v 4.0 s 6.1d.,.. "-pan.? Type of Insn: Date Called: 0 Approved per applicable codes. RMET 0� (206) 431-3670 Date Wanted 7J- 93 Requester: /eG c' Phone No.: --75 —3 3 / 7 1K Corrections required prior to approval. COMMENTS: j-e31 'Ks/ft? O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection fee must be paid at 6300 Southcenter Blvd:,•Suite 100. Call to schedule reinspection. SPECT1O 0. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 c/ra)Li PERMIT NO. (206) 431-3670 • roject: 0 LH" Ma ri- , ype o nspect . f ..ress: --7-4-to s-- . - e • ikteC. :• ID r 3 Special Instructions: Th..z.A.Ltt Lt.k. (c) I. 6 0 • Date Wanted: cil I 13 4:0 . . Requesler: KApproved per applicable codes. Corrections required prior to approval. COMMENTS: Afot--Ti4 /4.4,47 NOffrtok) wftt.,3 tj F-6401—r— or- ; . - :.' • ' • O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300SoUthaenter Blvd., SUite100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 oiaL- PERMIT NO. (206) 431 -3670 Riled: NI Y (Ina- Y�+,eCn�gediop: ,.fit fl . a all O' Date anted: b I b 3 (19,3 am p,m, �13dress: t i' r� h SpecialInstrubtiioo�ns Requester: it Phone No3i5 _ 33. i i Approved per applicable codes: COMMENTS: ❑ Corrections required prior to approval. 2-2474( &-- pn i, ��o arc:,. C-4. dkc S I v ∎"1-bi Lr4-1.., i r16i f.3v'-i✓tr 7i lrn Fz� i►� Nr�� frP/PruWt.- P el-I p A. Tti F2-.4-1,-.4 fit;, r 6.1•Ciki-c.-rta ►./ . Inspector: :8. 53 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection; fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection: t• INSPECTION RECORD: Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 3 PERMIT NO. z�I Z`r` (206)_431 -3670 ro act: / .'� _�P. 1° . i WARM ress; '1 r . /� 0 VV li� • :: • .: , CP �J Special Instructions; �!' Date anted: q ( o 1 1 � .rb am. Requester: Phone No,: ILO � + Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: • Lth L. 5 I I 614'. /7 O' z^t /3 /3 4 J i A►..,Ai ". A3 A-a / ❑ $30.00 REINSPECTION E REQUIRED. Prior to reinspection, fee must b a paid at 6300 Southcenter BIvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 P MIT (ro, (206) 431 -5670 `ro : ype o nspec;tan✓ �--- Address: / - �. ©O C c� - Dade Called: /,� _i__►'�j'1 ! SpecialInsructions: '. L f Date Wanted: `,3 Pa Requester: e.1l 1`7 Phone No.: 7 (�]g Z owl/ ,E1 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ' Ce ❑ $30.00 REINSPECTION FEE REQUIRED, Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (206) 431 -3670 'ro: - ypeo ns: ... an: Address :I 500 �y w� Date Called: Special Instructions: Date Wanted: c b ' Z 2 > am p.m. Requester op Phone No: S? '.- I1 Approved per applicable codes. 0 Corrections required.prior to approval. COMMENTS: • �'.�I,�� .� 0 $30.00 REINSPEC ON FEE REQUIRED, .Prior to reinspection, fee must be paid at i 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. . �r1.l�ilh'� • tt, �7a, i` �rdalt. atu�',. ns.. nL�+„ a. i.,�u..eN,aer.e,..+cu:r�.il�.oc INSPECTION RECORD 23 Retain a copy with permit CJ /d CITY OF 'TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PR (206) 431 -3670 'ro Oct: r ',.,>Qr-/-. /nix- ype o nspection: r1 / /) �� Address / /" Date Caked: A !i Co c -te2 5 f AC5 A-s The Wt". - RA-3 �� Special Instructions: U 6c F-1 I—"Si.t. c.tc4 X., I S t2 u t ,¢.t;�rj Pl 1l1 ' Date Wanted: f�,: cPif4 -3 am. . .gym Requester: r Phone No,: 6- 73- , 8 / ,7 (Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: W fru-Z A t'Att W"' 2 : L i N se 19 / A ' it G ' (Su Igo L .7- -7t7 (^'71 -i. . 1 Ns& AP P ,tis vAl - i L.1 NG leY ( 7C1 LI r.1 t %--1 . 1 rum riS-TO 1e.3.5. 'NZ- Wry.- o )J 4i !ic f 3 FA-b k■ A TO 14. , N A !i Co c -te2 5 f AC5 A-s The Wt". - RA-3 �� f- ,zrJ--) o,r I r. PL S. 2Sr4,(4) d - U 6c F-1 I—"Si.t. c.tc4 X., I S t2 u t ,¢.t;�rj Pl 1l1 ' f N A-trt. 01 A c-'T.'X' -z&I S , loce *m-- C%NSSut.T AA-ctt ,1 to c i A A� ASS- -tNt..1 'To .A�+` ,... *3 a4 .DvlG. 7 AAki S (1. w1 it' "7:5 C 'r. RA- At l iLb V A1... 1 N L I°t it.--- Oetcri Yt'1A1 A 1,3 -o N AvE . A C. N Cc4-4 6 V EL- N-61.4 - SP(Ls N'Kt t-� (s NCElsit. Q S?A.CE'•'S. prus..b 1Ncu,4, A 4.4.1.14t k. rel. -.. .r .5u_v iarA..r otF tdort.L. I rs- tt..tod 114 Cu (LA-eV e lt- rJ . nspector: �.e 7.24• ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100.: Cell to schedule reinspection. INSPECTION FFECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 • ro ect: c- �. olna.4 f'Pe o ns :. tom 6,(.... . G Address:.. r pate Called: a - . j Spada Instructions: / 4j c�%G,C ( y 0 f j ►'1 pate Wanted: 4 3 7 a ? p.m. Requester. G 3 -8-„1 Phone No.: ,5 -2S ,33 / 2 Approved per applicable codes. ❑ Corrections required prior to approval.. COMMENTS: v /4 alt:. r; // ❑ $30.00 REINSPECTION FEE REQUIRED, Prior to reinspection, fee must be paid at 6300 Southcenter .Blvd., Suite 100: Call to schedule reinspection;' Receipt No,: Date: `INSPECTION RECORD. Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter.Bivd., #100, Tukwila, WA 98188 (206) 431 - 3670.' Project: .e 4 , Oiel Type of Inspection: w o 1/ Add ss: �� %jA w` Date Called: 7 Special nsstructions: J Date Wanted: a- Requester: 11 Phone No.: v 9 %G Approved per applicable codes. COMMENTS: ❑ Corrections required prior to approval: A c k.SA.24. cam- Mt-71,4 ✓ ""wi tS r►JC witLt. S . Inspector: L $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd.;. Suite' 100' Cali to schedule reinspection. Delp INSPECTION RECORD t Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 -Project: ___s---�d / � ?G � ,` �'" / ype o ns n; e`` /�� m � :-� Address: t2SO �, s /c7ti w - Date Called; - . a /-� Special Instructions: Date Wanted; 7 -4A,Q -93 .m. am. Requester: Phone No.: r- Approved per applicable codes. 0 Corrections required prior to approval, O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Bivd., Suite 100. CaII to schedule reinspection. INSPECTION RECORD ',Retain .a copy with permit CITY OF' TUKWILeBUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 ro ec 74 l??a%s ype o ns ion: U �in Address:' % ; ,, / / 7 OO c_5 G At.) Date Called; /-02/- Special Instructions: % �✓' Date Wanted: 7 a - 93 am. t. ,m. Requester: Phone No,; L3 4/ 5/ _ 9 96/ (Approved per 'applicable codes, ❑ Corrections required prior to approval. COMMENTS: L:r u - owe.. 1-0 t41 } �o� ► on aA : ' . �.a ti- v►% v, ii c rl 1::r hS. 1 `1. Fes- car , " -10 . Inspector: ❑ $30.00REINSPECTION FEE REQUIRED: Prior to reinspection, fee must be paid at 6300 Southcenter. blvd., Suite 100. CaIIl to schedule reinspection. ecePt e: Q66I ZZ.uaY 1991 UNIFORM FIRE CODE A- II -E -1 1111111111111111111111.111M1111.1111111111111 llllllll 11.'1100411 llllllllllllllll III llllll llllll 111111111111111■11111 NIIIIM111111NNIN11111111NNM11MNMMIM woos lllllllllIMHOHNIMMIIN 4• 4* •1+4 !f, r. 0 �v�rrw •� Vr I tl r'- 17_••i t. N4 • • 3 f I r N • a P• \- I_t • U ti J • ,r47 -14l' I; ' . V — t;T■C• tt,,11 • tiw ♦�ww.�.V .. Y" , air y , • , _t t.P' 4 0 —T r11 k 411 t i (1 1 t1 d ,, , • 4 1.4 ‘, , I /- j 1\!k i r • ,•• tG 2661 •T Z J dV .o•x i 40 i --- 9E - -•— x- - -. E , � r , . - -�c -E3,' . - - - --C x- 1 dl ' QQ 1 �°° 81 1 1 -I I 1 I . I :• I I ti = rI - --I� V 1 1 ' 1 I I :r----1 1 , 1 1 4 l !' 1 I . I 1 `- I I I I -s r. +1 I 1 1 1 1 1 L_.J. L__J 1__J L.__..1 I 1 X tan c. 1 a g g gt 0.; .1 31toi CO1 t I tin c a .c 01/ r-- -- -- it 11 p Y1 .0•.91 p•1�1 e. 3 ,51 7 0- f C PCsMAr- Tu ,QIitn4 ID LcAc ✓11, EL a E C 'S(;I . NIS A -"iot1/4l APR 0 5 1993 4230 pEGISTERED ARCHITECT THE MAHAN PARTNERSHIP, INC. CONSULTING ENGINEERS WILLIAM BRENT DICKENS STATE OF WASHINGTON • I co C.6,1 Ps 625 ir N1 61 a - 74-M(2 + 1440r r ri r - /�. (Mggs . tac�.c., ) .1.� `1/PT. 0,1 F'-'4)(.5 /s9 rfrzsr Ft.4 .-sc;,74( b.46trie -06 1-4.041(...1: (h4.67- noog, (A)ALLE) rLapfs/CouN6 : .FIRe.-tge.ATtro pLywpcper.-4G) ' GG' ` 1f FLccga talivrrwfu:Ariom (Jae I l , o Liu L r L-: ro0 f,.,lr UNI I LoAo CITY G OF r) �ECED APR 1' 399; PERMIT CENTER ; 3 F -F MIA! JOIST @ IV da s-PA6i =..11.10r:1 N Sr)ASI Aft-- 0.601 iftaqi = 1 it.14 Sx 4.- 0) -719 - abkr< •••••••••■••••••■•■•"*.....o.. [ILO j: - • • • • + • i I 1•' 1.1 " ••••■••■•••■•■• ■•••■•••■•■•■■••■••••.1011.■••••■••••••••••••••••••••0110111107101.■••■•••••• V•VaN.E.I. /••••■•■•••■■■■••••••■••••••••••••■•••■••.•••••••••••■■•••■•••/... • 1°1"7 • t 1 1 p - s 86. -cdQ ee) cot „ „.... -41 C14.14- 0),..i4%/P.t. glz VI I 5*- ,G. ..t.redzim4 e.14.1sli.■6c:410#\) 1120.4 (14LF#11,..• LUS i=2,u‘.4.:7n 4.0/N6 Ncr jW ce.i_pi;2:41(a.. • c644c.,.c-611/4o. pre4 u(2;c, Nor A Ac.-Toe,) MoAgirorr5 4 e . UmFoviii PLeoz, 144co. • t (4: frbeiNA, Viesi61 1 A(661 3rrar-L, PLi arse.K I zOcrl W--0" LOAD = ecol .0)Aito col*Pr Lao ot,1 Joi'vr.s‘ Az 5455 *pT 714- 0,1 1 b 5 I� = Lv = I2. vh �, = �N3 UV 241 o Lc 4-F- <L= 11 ;0Fr Ll) toF , ,`. = ►CoPr°21.COf ! .P(0 M/ e)54-h)(frz JN /p Io, ,1N3 9,g821.s I G 21- G 14/Jolf\J cc V=.13.1c8Gk. cm% s:u8Ag, CI) ,w= o,rL&I K-017' J..ti = O',51frJ N ='Z, c� =co.2o inl uue.6 ViPsx ....(-0/45a......01tstikzthiG._..4D,rac.0)(F6-tt-o)a(4-(mfel4 Co • c (3Colc l) C012ca /4(7.4/1.1fCS)(lfd-iN) : 1?-) K uyj Mee < ?, �).(626/42.0 1.i- C ?'.F' /Co .2 it,i)Col' ,0 %115ii;), (\1)(?i/ ,O2 K > jW , e a IF P., la, CR. le424-tete(e-s-.1 ,.(scai#-#r)(11.1=7) 1•Gli I * iNU (44.41(7L PO14 LKda/ ,i)6. . • (c9,!11 -11, CD14/»i 16 '� o _No io2, (&11111c -11.24412tlu i 4.0 N o iv( 0_1:A616 ,.3.CaCal..,(nl A c Arthot, Gait :Fur s814-c AesoPie 4" x,4111 5-r( -ruc66 cfraz./.(N) (Rem kt.z 0.1K >c?/.121;ic 26de:s AeSufrfe, • It 2" _ .641N(.4. 7._eca044p6i • tr..; pi bet: bs`...< .V.40._ It Lik.) CO< I Cao 3/14a II" It" -II 4 x6x1/4 R„ —4'1x4i(4 '7.1 en...Tur2) u j,111 eciaws oLiN cS 4-'1c = 20 psi sepsim6 , ; 1 OCO . X00 FS4 - 6?' rie4p F6//'Z' (lo . I'a i c c: c., Ejsc Ps t �-� 1r = C /4.3e/ e),.co " use. FrG, /2,S" 1215" CI = v•" c,, = ts Pu /A-P = Id, ICI 4/"/"7, r tt 1 PS AV Ace- c= ( His A2/ft _ Ic, Syr .cW1/1.= .01 AC1 0g660. 1.4AAPAC, Ow`__s...'CG A(1) = (/5)(b1N) " j .4d .86, d . c2, s = 1/545. K• t U a . 6.1t V(.1440' AFvt M ° (h c (H;.. -ht,ol )A - /I 25 '75F-r\ L410 80 -4 1N1/2} 3,6 tz, Gitoe4. 419 . vu =. Av ,s� '2)(i'w IctG, �Jo= quA, 4°I 8,I1 (v1,C = SP-aD tn1 n s . 467 In1 > ok. cs = 5../.1661 4 st.i 4vt21. Ate ,off .. 40 <0,01 IN2/ .(2J.% K0,1( 'NJ!. . uSt -..k3F,KS Ofe.i4 elik) .hP'ai-3 3/Q YLS <. 1/214 peg beo c=( 64- As/6.4 z: eni4 .6.1,c02) _e . JUALJL FCCriM65 • 1;i2-toVM tJetoO24i.1•3 (i '2, FLDoes THIcA4ct_uocATI0A) (444J., 1' Dap r76 MATc 'r frc ' LAil 0 (L liuTo .*4.2;44„s'_ gexqf GAsurre.. 4:11.1 /.470_ _ *4 14am- e (c)"1.), 1- t-61344. 1"8„ft.c.a tr,re, o.,Ao cf.' • - " • • ti -"co -1" 41rd 1.1.1 szp,its -1,464-) 4 sr tako-s \/./547 ■••••••••....................m.■•■■•*•••■••••••■••••••••••••. a* r gm, I Qa...76:?7,22ac kr 1 Mowa■■•■••■•••0.■ ---kiEJA-) '4 .5 IAA. Irelo - (�4•J.4 gm, (d' Love., be)4. ,A14. 44 417). f.4(iSr, P741, #. Otti-er aka-i covre Iktroi 07-P7-6, s-rier,,,c v1/4,444- . 2Sto JATEL 4.2, • 10-).." si- 1" /1-6" 11--C4friii 1 *".• # I 0 Ile I 311! ' °I/2.4 " 1 " • f. • ,;,.. • ....._. 11.a2Ao •..!:2;•:.:do _ A lAAL. •. rca,. eria.s tz, :G-rAut frti\AilJrAc-r;)K?.,u, rr) LOADS; • kJALL 1,0 c V =(2.1.c. tis3 °= a, o Usc TIeLE 23-L = air 21/34 (to) 2 g4 - !C ;,Q u c 2)G /Rw= 0 V= 0. 1 .=TI ot■I __WALL DL-7 ��� � , 2_ , t-� � �%2�'_ ,'31 rr • k ��� �' 1, t WA 44 Pr+ I o 1.92 .= I,0 12 s1 1 VIZAf 3`�. /Fr) (3. ! a )(<'f , ?5t) w eiDu C','614/er) ((.4 km14tz)(lar` 0.0 r)+ I4,5.-f-r) 23.00 ' kJ'P5 Y (#39 I /rr)((.2;vit4u,$)C 4 !,-/2 33 t'-1.--/-2-ANNE--.. - i YrorJ ps l.JPLL DL Maas.. wALl.S fi/Pi tJki C. "'' FLT. WALLc.4 = (a,& fir)(-.3fr \4(6i4/2) = 04 0 JPLL D(.f4L= kJ '12\ AL +' w*c4 , ra(34, i/ r) ='2,O rt..tae 4)L ,= Cil.oesr)(4, brie F.r 14,eorr) = \c II i* 1 L P L L L w gp CwAws) ( q , ? 4 s rr) 1* j 6 1 - • W1644... CLAL _ __\4_111,_T _P_PKLL_OLAT 4-:F1-00e#,C)Lr 3fir454 LAJALLZL.T.::- 4Pb A;P tt kd • .1..(\l_g_ti_....k.(45,01F-T Ny c(,4`.) m 0.5 24,.p_e_sr),...Fc4_544 .1.ktt =7. .1.ktti, 4- .LCLT w_61/4.1it 11,x(p);(44. ----I- X6,* Aqb Fx13/L /413 11(Z.1(614, 2.12o 01 5Vb 41071 eyx?,10 0 -7(24G 1403 v0.1•;,;(5c,..d.:::/p13-3.-x...,-,7,-.:?4,..) 71: 140 I-57.4 (I 40( —(3-6/0)tAcicit)/:',.7.1(epe32. = (bie).1•1)(1 13'.33)(24163) r-.4.1 . ■•■••■••••••••••• f 1---CAD5 eHeAas 121opF . Pied,/ kigip le.A- 4//1(J?) riem (.&) /44A. ('1zp1/4 O'- 322 , c* �►3C. � (c".i aiw ,$ { p;� _3(x)V -741 / (2/26) 44 IZ'6 -r - O( t°I)e''e)) (514 §■151#71/"3 V2lsii) 1:;.ileas. it -1-37, 2)40= .14 r12-r= I4C4 4- 322.0 3 \-7 .M EZzAt*c 1 Aius S ./V A ACI-It -io Try THE i CC t i ��r.� ... L Care/ L OA 3 b #' I'7 ! 3 diALL ,1.` t r, r"'r" �' .,�,, a, �yi r ''j� � ,� i 't``r'`! �-r°' .+� l f') �f'� --+ .-± t / 1'' c a� ( {.7'r `�Yl! 7 �� 1✓ S.r�_.M .'I1f�L ASs+�'i { i `J J „ ✓LAS./ D r- 2 1 .( tit 1 (o,I3)/'2: �j CSI ;c�`r_:�.{ "�; r' = 52, ,14147)(O. g31)/2 [ 6 VS 1 b& / r 0Tkst L= 82.5' )(a, ;ip6-4- 101.644. C „'a 3E5'1'34 Et -1 t U4 ,_7 f �ai�iL )0,GJ = 12O Rie 39'11S ;Pr ark-T -grzcooF, t2ri=(,GP3 lay$3ff)($w7` 0 * 61o4407 .01-1-44(6Pst f)(i. iNopt/Alwe :G\14i , )rr:g? FQ(.,.. •'s::tea A _ 1 a% vmu,,5 _ 4 Cod, cp* gv,() 0, b*. r-0_.1•P.K.)(0,1613.)/1. . _... (a_ IN1 -- ...(1,_ ..` c4Eiti', L1.. )o _i- .. OTH (?,10,2,i)(A.0 ._ M -.. g,S P).(S; '16 8. 51=7) (1.4 sl srr /2) : ' rl, ir6 H-1)(1[11).77..21.4i 41(o/elf-ft C_V 12 4..oi,1/43r, Foti MEN wilcus 1N S ; ra,��:1 252.4 2st4* 112,11 '71/.114....1 .4.ft '?t. S4'l • .ire -4- ►cr.J . a .(tr.M.=g4.31i.4/.4,61)(/60') i litI✓cr t,lJ J {/kiivip,) ( ijJ F fi 'tq a, ;''A) t4 6 r 14951 A-/I U ?1C) (Z 66-b 4) = 2/S6* VfriAL-0. rimAL4:. VMAL= = 1.1,924/x, . /NIA -• = r i 4l4-r /e `UN(rbr.= a44.,. 14 3 - 562, , -1/M r ` .1GY094 /48. ?s'%�' 2/,77 0 /pr. 1.400a-.0 .fa rxs `.( V! fRsmaio I. v IV6.. J, ►► G `(P, c I-1 ae, 5106 Nc t iK cL. 81 � - E 7 /F-; e`g'o Nopt it4 c., 'IA pv0 cr4A.35 # /fr e $4%ri (o 4i. N1tr2 Pfti°14'24 't . ' /O/K c U /2 66/6‘1 14.44' // O Seitka u .(;D /2 *016, & ' 6:// 2 7X ,d � i. 4 : 5cickw t to 5-2 # /n/ . / <.144 /14& 16°i 414 OA::= 40,-1(4- 7/J C >gc4y- -04 1- ;�N,64- 2 ,,E iA/ 4.6 . e /gAg GitJAu. A7 6('( »,Jo eUr c , % 60045/S r -%1110 .: �T AT' 4 1 4A4 3 2Ca , (19 46o8z,4/6, $.; -Fr) GZ, -7..b4kiror w04,5r s C Vliat V5/2 = 1.,e33-4/ez-J- V1uL = I'34e /0.iMf-r ` 3;o Ert 1.oE,3Pr)C2)) '- Io2 if/rr (u-r ) .0 t ry ; _ - \$/s = '2c &3 /3 x b941' '\/11 r- �4,�/'l 3► G�2� j�F -r' WNLLS gaL.K 3 t" Vv., S7uns w/ 5/61' 6yP► W, gAo4 sro N(�I✓IIr�,�t,.. Vik _ 25 / f u3e. '2 f N (tikc. JAL 4'zSrn/4 =1 bs, 3 *// r 16 ,3 Vpr 7 102,61 Wr-r (orcsi) orgeirti \, so Gk MT�L'C� ,- i &Co # , FikaZo2 5A- or ,..46oro Dui 3 nit ;., 4£s IN) cop srtuic.710& C ¶Z- 2. " rae 12., 1 S7pcm c. GUALi (MM.? ST IC. 0 VeiZTOLIQI r- lieLl 1.-11 14 eZZ .a-rMI. (2&s, ?o)( *.56'b # -' 81 I: -.01P F)(1161•Frj /)t9,o?sr) (8 ,.5p.')( , o prS(1.37S"Pr) S,s1174 2-6i 20 rr ("10: S2 *A:7) (1.e) = 3421# 4-721Z #r OTIATM(2 .4 4)(8.53zfi) _ e cosisr 40(6 5F)0.5 `il, r). l; s &) l/ '1 1 (14•0l464,81l 1 2) "N7� �aT�1 =2l ,-ii-- �7)6,i)-62490,- 8062, `l .0174,L is($3/..z_F-;') • -_ 0.:.(6154PS ).(l.1 /z f .a� �Ci , �;t=r) +f1. s)('ilrr�2 +3•..o�3P ) -G. ,83�r z (073/1~ 7221 K)C LO .':7_4F'....E!ac.o _0944 .0 .. . ..P. sasi PITT 2S ( T4}s!4■0 rl w/ /e''ci) (04Cou(, ALLOW Le) AO IA77 Z6 4 '320 * 2145 ................ .U.A UO ..(1.4QC): r-! �1 � .G�1. �j�c.�{. a ..: r .e..: �.0 (,, I f mi cam: ,it ).(9,81s 4- .s,,.o83 -)cS, /r) I1,v.10.5.F6 , 1s' F.7 3,6830r)(141tr/2 . -r) /2) e 01-07 = Ci I (2,1 )('r') 6 702 *fit, /�� ispsF)(� t ;'3' ')(a, (r.C� ?fir) +i(j PsF) (o1 S e-t) (I 4, s r) f T t CMF,,6(j4,83 )( r))(14, r-r%2 )' 14,21i4 Fr (OTNirt G 7 o z r Y ) ( i . 5. ) v 5;ss 4 ' 141'26i/ O'\1 BTU ( .11 W, , 7 �E-t ��_kt�. cutaiGa ��..rc.C,�'; ��� ; 'y C e- texc:4Pr Fitto laeZ e /k2 e a-I eAe L ftLE c F ►,�S f R ./, . / :° �?J G = 4oQ1 Ua. kieri 1:N1 piAls 1'1 PrN67-017o10 /ea C•f 5104. Srr41 nW= ?o ' . 4-401 Velo* _spim s . .---.(0/1 ens f7 1 Co, Iru,/ P I S USE- ido' o. (-',ie Vet: G,12) /2 =- 15_.2iN3 SPAcira C3, 033 3 C2). & . , r5 F7 -3F?) 1o,41N /P� u I 'o,c L Pri tx- IS Pips) U$. g3(Z1t o,G, Val.:- 163 4V3 M4.3 85141,- it/ 90 - ID +P►r,s (4, 53 r-771 o s f 1 `l, o im /Pw co" 616, 66sse. Sd 301.4 Usk f7ttaiv ev.)s @Sqo 4 ma. srr v677/ /$4ye ! . 0 09/20'93 , 07.:3? FAX 213 921 8135 SPOR MAR INC. CALIFORNIA'S SPORTS CHAMPION! SPrJRTMART -, #-+ SEATTLE September 20, 1993 Mr. D. Griffen City of Tukwila Tukwila, WA Mr. Griffen: [i]002; 1:102 0l As per instructions by the City Project Director, I am submitting to you an outline of Sportanart's plans to fixture, do light merchandising and light stocking of the store. - Sportmart will set final fixturing of shelves, chrome clothing racks and display racks. - Sportmart will receive light freight until further notice from the City of Tukwila and City Fire Inspector. The merchandise received will be for display purposes and will not conflict with any final construction and fire prevention work to be completed. - Sportmart is aware of the final smoke detection test of the air conditioning system. Sportmaxt releases the City of Tukwila of liability of damage to merchandise during the smoke test of the VAC system. --Sportmart will not utilize the facility for any training ng purposes and will not conduct any retail operation until Certificate of Occupancy is granted. Since ay, WY/� Sergio last = lanos District Manager - Sportmar t. Inc. 17500 South Center Parkway Tukwila, WA 98188 15408 S. BLACKBURN • NORWALK, CALIFORNIA 90650 • PHONE (310) 921 -5883 • FAX (310) 921-8230 M E M O DATE 5/3/93 TO File B93- 0124. FROM RSB SUBJECT SPORT MART TENANT SPACE REF.. # OF PAGES 1 THE RETAIL SALES / WAREHOUSE USE PREVIOUSLY "BESTS" STORE, WAS TAKEN OVER BY "SPORT MART" EXCEPT FOR A PORTION OF. WAREHOUSE SPACE AND SECOND FLOOR OFFICE. THE NEW SPORT MART SPACE HAS USED ALL OF THE AVAILABLE PARKING ALLOCATED TO THE PREVIOUS TENANT. PRIOR TO OCCUPANCY BY A NEW TENANT, PARKING SHOULD BE DESIGNATED FOR THIS SPACE. JAR-TNZRSH1P .CONSULTING' ENGINEERS 1200 - 5th Avenue, Suite 1910 • Seattle, Washington 98101 • (206)624 -8150 • Fax (206)624 -8151 April 23, 1993 Duane Griffin City of Tukwila 6300.Southcenter,Blvd, Suite 100' Tukwila, Washington ,98188 .Regarding: 93 -T -05 (Sportmart) Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1991 Edition of the Uniform Building Code. We have no additional comments. Enclosed are drawings and calculations for your use. Sincerely Eifte B. Houk DBH:2 cc: Architecture &Planning 835 -Fifth . Avenue San Rafael,. California 266U 9::a 9':' z1 db. 94901 William E. Mahan • Dayle B. Houk • Crystal L. Kolke • Carol L. Olden .0 0 a) 0 WASHINGTON STATE BUILDING CODE N .c t) N N o •E _o .a) CD '8) w a ° N a) a) mow ' . . > ° 6 0 •- o C°5 ca 0 O C 0...- CL L 0 U w p % C c 0 .0 m w ca. . ._. .c � 2 ti., v) "-' 'v 0. c0N�o caocaco Tx -5 ti > o o - cn c X • » >. c fa a) c rim co cam= a)' a• a) F— ca o 'd CV as c P... (a a>.co E 8�0= 0. (0wt�cm 'v -) w .O w c a) as W .z) -c a) T m Oa Ca w o c o E 0) 8 a f- r a ~ 1° m8 0,— � k ,I .0 0 0) N 582cv)F2 (%)N4 2. Enclosed is the completed Hazardous Materials Inventory Sheet. WASHINGTON STATE ENERGY CODE w � 0 , (C c 'v .0 .2 a1 m N t0 � O � .NN cVd ° � � 71:2C1 :cc; 0 U = =w ° w o ;E C iCTSED- w w c cu :u1 _.23 cLts v)m `� in N 0 c 0 0 a) co c +_t ctf -� c et �,CY t� Q" X,+N .� M a .c .0 L. Ca 0- F- 0 w> w x C a o) o C A aj G N w .c �*- h +'C-' 2 o a a) ea .0 0 � v) V) w o� c .c .c w o > w •vv C .0112 L c 0 cat) ' E c o v�oonwo8c)c: 2 Izi 3 ctt Cn ca ca c) 8 °c aci o 4 „'HUP � ndv c� L a)) 5 t U) a www v- .ac3°ccc)a.cc'Ea flI8ifl0H C a) C o w sca 0 .w . Y o ° w 3 °•al cti °-° cts aa))•ccx.c•X L N�va►�w 0a)w ww ° —w al su, C p its :120 0 c o w 'v a) `� ED. >,� a) onL 0..0 E c c t wNCO•Arn •°.v coc Qca0 �°cL woai 7C. 8c°0.= F~�v-�X° �r Fax 415.453.7668 • 133.1M3 MU £66t S Z add MO San Rafael CA 949 01 835 Fifth Avenue 5. a) c s v) _' c o cu O m L cis L. 'a L CD O c O 'a 0 >- oi „c ti U) C CI) CC W CD ▪ c .c 0 'D 7+ 0 L • O" C O 0111 o v as as cs N as ��. _ ov 0 Ci " F_• :E cs €� t a). V v(/) 0 s co co rn ,= >, a> o M : m '5 cp ..C12 W ▪ E to A c,, ....) W, c o W: a V 5 o: ca ca N + C7 • crj ID) a. CC :' � (D p ( 3 J ■ Y-ARTNtRSfl1P CONSULTING ENGINEERS 1200 - 5th Avenue, Suite 1910 • Seattle, Washington 98101 • (206)624 -8150 • Fax (206)624 -8151 • April 19, 1993 Duane Griffin City of Tukwila 6300 Southcenter Blvd, Suite 100 Tukwila, Washington 98188 Regarding: 93-T -05 (Sportmart) 5q 3-40) @L4 Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1991 Edition of the Uniform Building Code. Our comments follow. Structural 1. Provide information on the drawings for the following: a) Reference the 1991 Edition of the Uniform Building Code. b) Vertical and lateral loads /assumptions. c) Allowable soil bearing pressure. d) Welding Electrodes required. e). All welding to be by WABO certified welders. f). Grade of reinforcing. g) Floor plywood grade. h) Panel index for all plywood. 2. Provide information on the drawings . stating that special inspection per Section 306 shall be provided for welding. 3. Provide blocking at shear wall plywood panel edges. 4. Provide information on the drawings on minimum reinforcing covers. 5. In Detail 8/81, the vertical wall reinforcing does not meet the minimum requirements of Section 2614(d). Revise as required. Please have the applicant respond to the above comments in itemized letter form and resubmit two copies of revised drawings . and one copy of revised calculations, as required. All status inquires are to be directed to our receptionist. �= U Dayle B. Houk DBH:.1 APR 2 0 1093 DEVELOPMENT cc: Architecture & Planning' 835 Fifth Avenue San Rafael, California 94901 William E. Mahan • Dayle B. Houk • Crystal L. Kolke • Carol L. Olsen City of Tukwila John W. Rants, Mayor Department of Community Development Rick Beeler, Director BUILDING DIVISION April 12, 1993 Mr. Gary Kida Architecture'& Planning 835 Fifth Avenue San Rafael, CA 94901 Re: Sport Mart, Tukwila - # B93 -0124 Dear Mr. Kida: An initial review of your application indicates that additional information /clarifications will be required to show compliances with Tukwila Ordinances. The following comments are applicable: WASHINGTON STATE BUILDING CODE, U.B.C. 1. The plan of the offices at the Northeast corner of the tenant space show existing stairs in the Lobby area. Provide a floor plan of the area served by these stairs and indicate the proposed use of this area. 2. Quantities of flammable, combustible or hazardous materials stored or used in a Group B, Division 2 Occupancy may not exceed the amounts listed in U.B.C. Table 9 -A & 9 -B per "control area ". A hazardous materials inventory statement is required. Submit a statement in the form prescribed in U.F.C. appendix A- II -E -1 (copy enclosed) with the name and signature of the owner /operator or designated representative. WASHINGTON STATE ENERGY CODE 1. Proposed modifications to the existing building envelope must show equal or greater provisions for thermal insulation. Consequently, detail 17/10 must show installed thermal insulation value of (min) R =11, and new glazing indicated on sheet 6 must be double glazing with minimum air space between glazings of 1/2 inch. 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 431.3665 • 4/12/93 •Mr. Gary Kida Page 2 GENERAL 1. A separate permit application is required for the rack storage installation. Where racks are capable of storing product at 8-feet or above, a structural analysis is required to determine lateral bracing requirements as defined for seismic zone 3. • 2. Any insulation backing material which is to remain exposed as a result of this tenant improvement will need to provide a flame. spread index of 25 or less, or it will have to be replaced with same. Please respond to comments in itemized letter form and submit two copies of any revisions which may develop. If you =have any questions you may call this office weekdays between 8:30 AM and 5:00 PM. City of Tukwila John W Rants, Mayor Department of Community Development Rick Beeler, Director BUILDING DIVISION April 12, 1993 Mr. Gary Kida Architecture & Planning 835 Fifth Avenue San Rafael, CA 94901 • Re: Sport Mart, Tukwila - # B93 -0124 " Dear Mr. Kida: RECEIIVED APP i 5 1993 Ar'Chitt)cture & An initial review of your application indicates that additional information /clarifications will be required to show compliances with Tukwila Ordinances. The following comments are applicable: WASHINGTON STATE BUILDING CODE, U.B.C. . The plan of the offices at the Northeast corner of the tenant space show existing stairs in the Lobby area. Provide a floor plan of the area served by these stairs and indicate the proposed use of this area. Quantities of flammable, combustible or hazardous materials stored or used in a Group B, . Division 2 Occupancy may not exceed the amounts listed in U.B.C. Table 9 -A & 9 -B per "control area ". A hazardous materials inventory statement is required. Submit a statement in the form prescribed in U.F.C. appendix A- II -E -1 (copy enclosed) with the name and signature of the owner /operator or designated representative. W HINGTON STATE ENERGY CODE 1. Proposed modifications to the existing building envelope must show equal or greater provisions for thermal insulation. Consequently, detail 17/10 must show installed thermal insulation value of (min) R =11, and new glazing indicated on sheet 6 must be double glazing with minimum air space between glazirigs of 1/2 inch. • • . 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 Fax (206) 4313665 4/12/93 Mr. Gary Rida Page 2 G NERAL 1. A separate permit application is required for the rack storage installation. Where racks are capable of storing product at 8-feet or above, a structural analysis :is. required to determine lateral bracing requirements as defined for seismic zone 3. Any insulation backing material which is to remain. exposecLas a result of this tenant improvement..will need.:to provide a flame spread index of 25'or less, or.it, will have to be replaced with same. Please respond to'comments in itemized letter form and submit two copies of any revisidns which may develop. If you have , any questions: you may call this office weekdays between 8:30 AM and 5:00 PM. City of Tu logiy T UKWI LA UILD �rsrtDe p artment o f �omnunity eVe o p went Rick Beeler, Director : 4/9/93 John W. Rants, Mayor PLAN REVIEW NO. B93 -0124 PROJECT: SPORTMART OCCUPANCY GROUP: B -2, RETAIL SALES & RELATED STORAGE & OFFICE TYPE OF CONSTRUCTION: III -N, DECLARED ON DRAWINGS BY ARCHITECT, NOTHING INDICATED TO CONTRARY, WILL USE AS CLASSIFICATION FOR PURPOSES OF DETAILED REQUIREMENTS. - LOCATION ON PROPERTY: N/C EXISTING BUILDING, FORMALLY "BESTS" STORE (SAME USE) BUILDING HEIGHT: ONE STORY WITH MEZZANINE. FLOOR AREA: 55,039 G.S.F. OCCUPANT LOAD: 1380 EXITING REQUIREMENTS: CALC'D OCCUPANT LOAD > 1001 1 (4) EXITS REQUIRED TO SERVE ENTIRE TENANT SPACE. (4) EXITS PROVIDED FROM SALES FLOOR AND ONE PROVIDED FROM OFFICE AREA TO EXTERIOR. STOCK ROOM EXITS THROUGH RETAIL SALES AREA AND TO EXTERIOR, TWO EXITS REQD. O.K. FOR STOCK ROOM. OFFICES @ NE CORNER OF TENANT SPACE ARE SERVED BY ONE EXIT TO EXTERIOR, O.K. BASED UPON OCC. LOAD OF (13), CORRIDORS @ THIS AREA WILL NOT REQUIRE CONSIDERATION UNDER 3305. MEZZANINE @ SE CORNER OF TENANT SPACE IS ENCLOSED, SERVES AN OCCUPANT LOAD < 10 1 ONE EXIT IS O.K. FROM THIS SPACE (ENCLOSING THIS MEZZ. REMAINS O.K.) PER EXCEPT. CHAPTER 17. CHAPTER 31, REQUIRES ACCESSIBILITY FOR ALL REQUIRED EXITS, CONTACT APPLICANT WITH THIS COMMENT AND RESOLVE. DETAILED REQUIREMENTS. OCCUPANCY: O.K. TYPE OF, CONSTRUCTION: O.K. CHAPTER 23, U.B.C. PER MAHAN PRTNSHP W.S.E.C. CHECK PRESCRIPTIVE UPGRADE AT NEW AREAS AND EXTERIOR WALLS WHERE FURRING REMOVED. W.S.V.I.A.Q. N/A CHAPTER 51 -20 WAC RESOLVE ACCESSIBILITY REQUIREMENTS NOTES PREPARED BY: 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4131,3670 • Fax (206) 431-3665 0&'30- 93 17:05 FAX 1703 9871 TRA 1MELL CRO{Y . e002,,003' Tranunell March 29, 1993 City of Tukwila 6200 Southcenter. Boulevard Tukwila, Washington 98188 Re: Parkway Plaza Sportmart #121 17500 Southcenter Parkway Gentlemen: 5601 Sixth Avenue South P.0. Box 80326 Seattle, Washington 98108 206/762 -4750 Fax: 206/763.9871 'This - letter addresses the tenant iinproverment drawings for Sportmart, Inc,'s . new store at Parkway Plaza in the old Best space. Architecture & Planning his been hired by Sportmart to provide the tenant improvement drawings, and to submit' for permit for the new Sportmart space. The owner, Pacific Northwest Group A, has authorized Architecture & Planning to submit drawings for Sportmart. The drawings are to be approved by the owner and the City of Tukwila prior to the commencement of the work. Trammel! Crow Company City of Tukwila March 29, 1993. Page Two State of Washington ) )ss. County of K c.-- ) On this. .2 day of ,1993, before me, the undersigned, a Notary Public in and for the State of Washington, dilly commissioned and sworn, personally appeared John O'Neil, to me known to be the person who signed as Construction Manager for Trammell Crow. Company, that executed the within and foregoing instrument, and acknowledged said instrument to be the free and voluntary act and deed of Trammell Crow Company for the uses and purposes therein mentioned; and on oath stated that he was authorized to execute the said instrument on behalf of said Trammell Crow Company. IN WITNESS WITER.EOF, I have hereunto set my hand official seal the day and year first above written. Notary Public in and for the State of Was residing at, ./.G•_'1%� My commission expires.' City of Tukwila Department of Community Development John W. Rants, Mayor Rick Beeler, Director • ' April 2, 1993 The Mahan partnership Consulting Engineers 1200 Fifth Avenue, Suite 1910 ; Seattle, WA 98101 Regarding: 93.--T-05:, (B93-0124) Please do,strUctUral review per U.13.C. Sincerely,. 6300 SoUthcenter.Boille4rti, .:0061017:36.70 t General Notes 94901 fekphone 415.453 Site Plan 1. DO NOT SCALE DRAWINGS. 2. DIMENSIONS SHOWN ON PLANS ARE TO FACE OF FINISH OR TO GRID LINES, UNLESS OTHERWISE NOTED OR DETAILED. 3. CEILING HEIGHTS SHOWN ON PLANS OR SCHEDULES ARE FROM FINISH FLOOR TO FINISH CEILING. 4. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE TIMELY ARRIVAL OF ALL SPECIFIED FINISH MATERIALS, EQUIPMENT & ANY OTHER MATERIALS TO BE UTILIZED ON THE PROJECT. THE GENERA, CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING WITHIN 10 DAYS OF DATE OF CONTRACT OF THOSE SPECIFIED ITEMS THAT MAY NOT BE READILY 'AVAILABLE AND OF EQUAL QUALITY & DESCRIPTION. IF NOTIFICATION IS NOT RECEIVED BY' THE ARCHITECT, THE CONTRACTOR ACCEPTS RESPONSIBILITY FOR THE PROPER ORDERING & FOLLOW -UP OF SPECIFIED ITEMS & WILL PURSUE WHATEVER MEANS NECESSARY, AT NO ADDITIONAL COST TO THE OWNER, TO INSURE AVAILABILITY OF ALL SPECIFIED ITEMS SO AS NOT TO CREATE A HARDSHIP ON THE OWNER NOR DELAY PROGRESS OF THE WORK. NO EXTENSION OF TIME TO THE CONTRACT WILL BE ALLOWED. 5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS & CONDITIONS ON THE DRAWINGS & ON THE JOB SITE PRIOR TO EXECUTION OF ANY WORK & SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCY. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS INCURED DUE TO HIS FAILURE TO DO SO. i` 6. SHOUL D ANY CONDITION ARISE WHERE THE INTENT OF THE DRAWINGS IS IN DOUBT, OR THERE APPEARS TO BE AN ERROR ON THE DRAWINGS, OR WHERE THERE IS A DISCREPANCY BETWEEN THE DRAWINGS AND THE FIELD CONDITIONS, THE ARCHITECT (AND ENGINEER WHERE APPLICABLE) SHALL BE NOTIFIED AS SOON AS REASONABLY POSSIBLE FOR PROCEDURE TO FOLLOW. 7. ALL REVISIONS TO THE DRAWINGS MUST PROCEED THROUGH THE ARCHITECT. OWNER / CONTRACTOR REVISIONS MAY BE CONSIDERED INVALID. . ALL EXISTING SALES FIXTURES, SHELVING, CABINETRY, FLOOR COVERINGS, SIGNAGE; ELECTRICAL & MECHANICAL EQUIPMENT, PLUMBING FIXTURES & ANY OTHER ITEMS NOT DEEMED USEFUL OR NECESSARY BY SPORTMART TO BE REMOVED. SPORTMART OR THEIR AGENT TO DETERMINE THE EXTENT OF ITEMS TO BE REUSED, IF ANY. CONTRACTOR SHALL PROVIDE PUBLIC PROTECTION AS NECESSARY PER CITY & LOCAL CODE REQUIREMENTS. 10. NEITHER THE OWNER NOR THE ARCHITECT WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, INSTALL, AND MAINTAIN ALL SAFETY DEVICES AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS. 11. PROVIDE BRACING AND TEMPORARY SUPPORT REQUIRED TO HOLD THE WORK SECURELY IN PLACE AND TO SUSTAIN ALL LOADS, INCLUDING THOSE THAT MAY OCCUR DURING ERECTION, UNTIL SUBSEQUENT CONSTRUCTION IS ADEQUATE TO REPLACE THE TEMPORARY BRACING. ALL SHORING AND BRACING SHALL BE IN ACCORDANCE WITH CURRENT REQUIREMENTS OF THE STATE OF WASHINGTON REGULATORY AGENCIES. 12. ALL MATERIALS & WORK TO CONFORM TO THE LATEST GOVERNING BUILDING CODES & REGULATIONS. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES, COSTS, LICENSES, PERMITS, SERVICE CHARGES, ETC: ASSESSED BY GOVERNMENTAL AGENCIES OR UTILITY COMPANIES. CONTRACTOR'S INSTALLATION OF ALL UTILITIES & SUBSEQUENT HOOKUPS SHALL BE AS NECESSARY TO ASSURE CONFORMANCE WITH UTILITY COMPANY. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING & PAYING FOR ALL INSPECTIONS & TESTS REQUIRED BY ANY GOVERNMENTAL AGENCY TO IMPLEMENT THE PLANS & SPECIFICATIONS . 22. STUDS SHALL BE METAL AT 16" O.C., UNLESS OTHERWISE NOTED. 23. SOLELY AS A CONVENIENCE TO THE OWNER, THE ARCHITECT MAY INCLUDE DOCUMENTS PREPARED BY CERTAIN CONSULTANTS (OR INCORPORATE THE RECOMMENDATIONS OF SAID CONSULTANTS IN DOCUMENTS PREPARED BY THE ARCHITECT) WITHIN THE SET OF DOCUMENTS ISSUED BY THE ARCHITECT, IT BEING EXPRESSLY UNDERSTOOD THAT, BY SAID ISSUANCE, THE ARCHITECT ASSUMES NO LIABILITY FOR SERVICES OF SAID CONSULTANTS. 24. PROVIDE FIRE DAMPERS WHEREVER DUCTWORK PENETRATES RATED WALLS OR CEILINGS. 25. PROVIDE FIRE EXTINGUISHERS WITH REQUIRED SIGNAGE AS REQUIRED BY FIRE DEPARTMENT FIELD INSPECTOR. DURING CONSTRUCTION, PROVIDE A PORTABLE FIRE EXTINGUISHER WITH TYPE A,B,C RATING WITHIN 75 FOOT TRAVEL DISTANCE TO ALL PORTIONS OF JOB. 26. THE INSTALLATION OF AUTOMATIC FIRE SPRINKLER SYSTEMS SHALL COMPLY WITH UBC STANDARD NO. 38-1. 27. PLANS FOR ALL FIXED FIRE PROTECTION EQUIPMENT SUCH AS STANDPIPES, SPRINKLER SYSTEMS, AND FIRE ALARM SYSTEMS MUST BE SUBMITTED TO AND APPROVED BY THE FIRE DEPARTMENT BEFORE THIS EQUIPMENT IS INSTALLED. ACCESSIBILITY REQUIREMENTS 28. INTERIOR IMPROVEMENTS SHALL COMPLY WITH ALL CLEARANCES AND REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT. 29. HAND - ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30 AND 44 INCHES ABOVE THE FLOOR. LATCHING AND LOCKING DOORS THAT ARE HAND - ACTIVATED, AND WHICH ARE IN A PATH OF TRAVEL FOR HANDICAPPED, SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER -TYPE HARDWARE, PANIC BARS, PUSH- PULLS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS SHALL OPERATE,, AS ABOVE, IN THE EGRESS DIRECTION, WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 34. MAXIMUM EFFORT TO OPERATE SHALL NOT EXCEED 8.5 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS, SUCH PUSH OR PULL BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. MAXIMUM EFFORT TO OPERATE FIRE DOORS MAY BE INCREASED TO NOT EXCEED 15 POUNDS. 31. THE BOTTOM 10 INCHES OF ALL DOORS, EXCEPT AUTOMATIC AND SLIDING )OORS, SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW -FRAME DOORS ARE • USED, A 10 INCH HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE. 4. 32. THRESHOLDS SHALL NOT EXCEED 1/2 INCH IN HEIGHT, NOR SHALL VERTICAL SURFACES THEREON EXCEED 1/4 INCH. • 33. SYMBOLS ON THE DOORWAYS LEADING TO SANITARY FACILITIES MUST BE ADDED TO IDENTIFY MENS' AND WOMENS' FACILITIES-AN EQUILATERAL TRIANGLE 1/4 INCH THICK WITH EDGES 12 INCHES LONG AND VERTEX. POINTING UPWARD AT THE MENS' AND A CIRCLE 1/4 INCH THICK AND 12 INCHES IN DIAMETER AT THE WOMENS', EACH CENTERED ON THE DOOR 60 INCHES ABOVE THE FLOOR IN A CONTRASTING COLOR. PL.AZA. SOUTH PARKWAY PLAZA NORTH PARWAY' Code: 1991 UBC, WA, State Building Code WA. State Energy Code See sheet E4 For sneeo►r o! C.onspitence Construction Type; Illy! Occupancy Group: B3 -2 Occupant Load: 1,380 Ground Floor Retail 39,291. S.F.- 3011,310 Offices 802 S.F.: 100 mi 8 Stock 13770 S.F.+ 300 :. 46 Lockeroom 320 S.F.+ 50 s 7 f. Mezzanine Offices Total Width of Exits: Required 1,380 x Provided Number of Exits: Required Provided Tukwila WAS, 34, A WATER CLOSET COMPARTMENT SHALL BE EQUIPPED WITH A DOOR THAT HAS AN AUTOMATIC CLOSING DEVICE, AND SHALL HAVE A CLEAR UNOBSTRUCTED OPENING OF 32 INCHES WHEN LOCATED AT THE END AND 34 INCHES WHEN LOCATED AT THE SIDE WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. 35. GRAB BARS LOCATED IN HANDICAPPED TOILET STALLS SHALL BE MOUNTED 33 INCHES ABOVE THE FLOOR. GRAB BARS AT THE SIDE OF THE STALLS SHALL BE AT LEAST 42 INCHES LONG WITH THE FRONT END EXTENDING 24,` INCHES IN FRONT OF THE WATER CLOSET, AND GRAB BARS AT THE REAR OF THE STALL SHALL BE AT LEAST 36 INCHES LONG. BARS, FASTENERS, AND MOUNTING SUPPORTS SHALL BE ABLE TO WITHSTAND 250 POUND -FEET IN BENDING, SHEAR, AND TENSION. 36. THE HEIGHT OF ACCESSIBLE WATER CLOSETS SHALL BE BETWEEN 17 AND 19 INCHES TO THE TOP OF THE SEAT. FLUSH CONTROLS SHALL BE OPERABLE BY AN OSCILLATING HANDLE WITH A MAXIMUM OPERATING FORCE OF 3 LB. OR BY A REMOTE LOW VOLTAGE BUTTON. THE HANDLE OR BUTTON SHALL BE LOCATED SO THAT IT IS OPERABLE WITHOUT REQUIRING EXCESSIVE BODY MOVEMENT. 37. THE FLUSH VALVE ON THE URINAL SHALL BE A MAXIMUM OF 44 INCHES ABOVE THE FLOOR AND THE FORCE REQUIRED TO THE ACTIVATE IT SHALL BE A MAXIMUM OF 5 LB. 16. ALL WORK SHALL CONFORM TO THE UBC AND ALL LOCAL CODES HAVING JURISDICTION OVER THE WORK. Parking Analysis EXISTING "BEST" "BEST" RETAIL / OFFICE WAREHOUSE 40,856 S.F. 13,393 S.F. PARKING REQ'Q 2.5/1000 1/1000 STOCK 13,393 S.F. 17. INTERIOR FINISHES SHALL COMPLY WITH UFC APPENDIX VI -C AND UBC CHAPTER 42. = 102.14 13.39 115.53 SPACES 40,856 .F. 19. NO ADDITIONAL ROOF OPENINGS OR ROOF - MOUNTED EQUIPMENT IS ALLOWED, BEYOND THAT WHICH IS SHOWN ON THESE PLANS, WITHOUT WRITTEN CONSENT OF THE ARCHITECT. 20. GROUND AND FLOOR SURFACES ALONG ACCESSIBLE ROUTES AND IN ACCESSIBLE ROOMS AND SPACES INCLUDING FLOORS, WALKS, RAMPS, STAIRS, AND CURB RAMPS, SHALL BE STABLE, FIRM, SLIP - RESISTANT. • CONTRACTOR TO FILL IN ANY FLOOR DRAINS OR DEPRESSIONS IN FLOOR SLAB .& PREPARE SLAB LEVEL & SMOOTH. 38. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. PROPOSED "SPORTMART" RETAIL / OFFICE " SPORTMART" WAREHOUSE STOCK 13,770 S.F. 2.5/1000 1/1000 39. FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST: THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LB. 102.37 13.77 116.14 SPACES T'1 Title Sheet 1 Demolition Flan 2 Floor Plan , 3 Stock/Mezzanine Floor & Demolition Plan 4 Reflected Ceiling Plan 5 Stock/Mezzanine Reflected Ceiling Plan 6 Storefront & Ve.`tlb'ile Plans 8 Details 7 Building Sections & Details 8 Handicap. Ramp Plan, Elevation.& Details Schedules 10 Details S1 Mezzanine Framing & Founde.tlon Plus & Details F1 Fixture Plan; r2 Stock Room Fixture Plan F3 Casework Details E1 Sales Area Power Plaf1 E2 StockfMezzanine Power Plan E3 Sales Area Lighting Plan E4 StocklIviezzanine Lighting Plan ES Electrical Details E6 Panel Schedules & Singh Lino Diagram PI Plumbing Plan • P2 PIUMbing Details 1141 Sales Area Mechanical Plan 2 Stock/Mezzanine Mecharde..al Plan M3, Meetanical Details .•.. rea.^ vfPsP: w+ csMj,• ;x ".t.7?.:y7.1;.}�I...°>`i°:J�i i"'�.:' ^Yik: �.f.Y:t, .'A`{+i5:'+k,�N &'C'•T'rs" ""'. /..C'?!'.',.:. , ,., ..... r'. 11111111{ 11111111111111 1111 1111111111111III111111111111111111- rill 11 1111111.. 111 111 O 1d THE INCH I 2 3 4 5 6 7 HOTS: If the microfilmed document is less clear than this notice, it is due to the quality of tho original document. 8 o 6Z 8C LZ 9Z 5Z *7Z CZ Z2 I � d � i ! 1 i1 1111! III!! 11111111IIIIIIIIIIIIII hrnilllil►!!il!!! NII`(IIIIIILIill !z 0? et el LI 91 GI *pit £l 2t ll 01 is 9 Ill61 11ii1lI! IJJI 1i1! lli111 1011111li�Ullll1l11111._i111,11 ll!ii{IIIIII1J11 (lillllllfflll1 !Ili11!II11!! 1 i111tIIi11141.1.1!!" 111' I :.,:..> 1 t �i i liilll 'jl111111111111JIIIIII 11111111 1111I 10 11 N 12 9 s` cff e (l W� 0 illj1.11Ili!l,1111IIIi1{ 111111 IIIIIIlIIIIIIIIIIIIIIIII!! i 1 t•,...:,., .,._...., . . �.. �.. i l i! I I (1111! • v..Jt '1: "1tn N r,,,• _t.. ,. y, > v'ttJ:S��+.'.�?4:.4�+R'4 . r5?fis�:.3:t+�i)!�r.�iM'rMY• A' Y V 1, -70-tr CUT OPENING FOR NEW DOOR REMOVE ALL PLUMBING - FIXTURES, PARTITIONS AND FINISHES, CAP ALL PLUMBING BELOW SLAB OR AT ROOF. REMOVE ELECTRICAL PANELS, :1 11 / ,1 / 11 • 1 1 i 1 • • D Y -yr 1J_ TRANSFORMERS AND CONDUIT 4z'-cal General Demolition Notes •-r 4.4 RELOCATE FIRE - ----- -1�.�, HOSE CABINET ss REMOVE INTERIOR WALLS, FURRING, - PARTITIONS, CEILING, & DOORS • KEHO'v ALL FU gReP WAIL') L') 1�!ENIngE soesLee2 , � . Loci-re 1-106a, 1 -- _. —L #, DEMOLISH EXISTING WALLS, FURRING, FIXTURES, DOORS, ETC. SHOWN DASHED. 2. DEMOLISH EXISTING STOREFRONT AND VESTIBULE AS INDICATED. 3. DEMOLITION CONTRACTOR IS RESPONSIBLE FOR THE COMPLETE REMOVAL OF ALL DEBRIS FROM SITE. r�? 1 —1r- 4. ELECTRICAL coNTRAcron TO REMOVE ALL UNUSED ELECTRICAL EQUIPMENT, CONDUIT, WIRE, ETC. FROM JOBSITE DO NOT ABANDON IN PLACE. &. PLUMBING CONTRACTOR TO REMOVE ALL. PLUMBING FIXTURES. CAP ALL PLUMBING LINES BELOW SLAB, BEHIND WALLS, OR AT ROOF LEVEL. REMOVE ALL SUSPENDED CEILING, SOFFITING, LIGHT FIXTURES AND FINISHES FROM ENTIRE SALES AND MEZZANINE AREA, CLEAR ALL ('EMS FROM ENTIRE CEILING AREA, PROVIDING A CLEAN EXPOSED STRUCTURAL CEILING. REMOVE ALL FLOORING IN ENTIRE STORE AREA. GRIND DOWN TO FLUSH SURFACE ALL UNEVEN CRACKS AND HEAVING. PROVIDE SMOOTH LEVEL SURFACE FOR PLACEMENT OF NEW FLOORING. • tr .r- 1 1 1 II 1 1 ,I . 1' 11 1 II I II I, 11 I .. I I ,I - — REMOVE DOOR & FRAME 11 • 11 7r'. `J 11 , 11 1. I 11 / 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1,. —REMOVE STAIR AND MEZZANINE STRUCTURE !XI CUT BACK AND CAP — PIPES TO BEHIND WALL SURFACE 11 _ JI 1 „ • __- `f • 1 r u r • W1.41 - 11 t.i l 11:1(, REMOVE DOOR ACTIVATOR 1 t -- - - -- NOTE: ENTIRE MEZZANINE INCLUDING FLOORS, WALLS, CEILING, SOFFITS, Aft FIXTURES & FINISHES TO BE REMOVED. REMOVE ALL FLOOR COVERINGS REMOVE ALL LIGHT FIXTURES REMOVE ALL EXIT & EMERGENCY LIGHTS REMOVE ALL MECHANICAL DUCTWORK REMOVE ALL SURFACE - MOUNTED CONDUITS ON BRICK WALLS & CUT ALL ELECTRIC CONDUITS PROTRUDING FROM SLAB FLUSH WITH SLAB 11l REMOVE ALL PROTRUDING WALKER DUCT ACCESSORIES AND JUNCTION BOX COVERS, FILL HOLES WITH CONCRETE. FLUSH AND SMOOTH WITH SLAB REMOVE HYDRAULIC PIT EQUIPMENT AND FILL PIT FLUSH AND SMOOTH WITH SLAB. -- 7 11 11 1 11 11 „IOM MN= Ii• u REMOVE POWER POLE COLUMN GYP. 512 CEILiF1& A6CNII:..,,0 RI.MIIH, R& a 1ov E 1.1604°03, Ei e xE6 Erc Caxea I.40(.7P Po5T5 Cam' C..ORNFF.3 To R r1AuN, REMpv� i'R11M IA.IRAF' -- -- REMOVE STOREFRONT __— REMOVE DOOR ACTIVATOR L • +-1 i 1__ _ _ _ _. \J ► r1oVE 1!i �` ;;; MAT 111 11 11 1' II 11 1 — — — — Demolition Legend (E) (R) SR 7RWL EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED EXISTING REMOVE SPRINKLER RISER RAIN WATER LEADER COLaSIE LAWI2II 3 re) hJ >�. REMOVE ENTIRE CONCRETE RAMP AND STEEL RAILING AT FRONT OF STORE. --..-.--.O-.----.— REMOVE CONCRETE STAIR TREADS, STEEL STRUCTURE, AND HANDRAILING AT FRONT ENTRY. REMOVE RAMP STRUCTURE & FOOTINGS AS REQUIRED TO INSTALL NEW RAMP PER PLANS. SEE SHEET 8 r REMOVE DOOR & FRAME 11 11 ,I II . Ii 4 11 :1 , REMOVE ELECTRICAL PANELS, - TRANSFORMERS AND CONDUIT CUT OPENING FOR NEW DOOR •a REMOVE ELECTRICAL PANELS, TRANSFORMERS AND CONDUIT RELOCATE FIRE HOSE CABINET TYP.—SEE FLOOR PLAN 1 1 t 1 1 1 1 1 1 vt RELOCATE FIRE HOSE CABINET Ir Iai'? • 18 4or `44**•-•••4441, fiv4,\„••• 1993 San Rafael CA 4230 • CT CITY OF T UKWILA APPROVED ISIQN Demolition P an r 4 / O oft «i 1-071 Fyn'?.a ^74 .. • • 11i11111111i. O 1e THS INCH r,;;. Hr '' '`t-v: s4.. nl n Jhr pH / III111111;111;IIII IIII I IIII111111Ii1Il11.1miIIIrl:t�l (� it[ III . I I I1 111 ,rile} I'IIIIf(I'I l� j:I] !gi111 1 2 S Kitt:- If the microfilated document i , less clear than this notice, it is due to the quality of the original document. o 6Z LZ 9Z SZ 47Z ' �£ Z ,. .<� '.LZ l,. .. oe 61 91 Lt 91 S 6 47 1 l ihntillihililindi11111111111 1 11111 1111111111r lI ..1Iff1111/1BH W 11 ni liit l IlI' I I l i I 11)dl11�1 Illlili) 11 IIIIL1111111 _C. ..r+.:: �i i5 �'.: -.)a ,r_. J�, .. -. _ .I ., '.�1�).��• rr: !r: i2r •%'�ccr 11 111-11 11111111111 IIIIII!`1 11111111111 •II �IIIII) 71 14 DE of 12 9 10 ,...y .r. 1.� 1 ,..I..:. Z_. l hs.�.a p; a - xa.�d ->✓°i ;• !r:....G .�f. r..9 ".. :. e Z rIw p IIIs.II !fiii II llIIiji, 1li111116I 1111111111iIlliIII11I,i 1111a 111111110 1111,1,1111)11)1111111111111111111111i111.011111111111111,1,1111)11)111111,1,1111)11)1111111111111111111111i111.0111111111111 .Er IICKE? OF W SH1NGTON .t>. CITY OF 7 r'avr!L,' APR r na . paw 3' CEN1t,$ jk?• i::. r•-.. Fw':+f: r.:•° 5i' Yiu' 1. d5`%£ �. ��Z17. t: :.1'`;.�.S.�:VL ?'�Gd�+uTi�!�s�' '!K �i�Swli�' t9' L. Gt T:'�%�1.'�1�.*':::7M!�di�1G4.?' 1 A' 25'-0" 25'-O" 25'-0" It(P. \•-•"" N 25'-O" E' 25'-0" CD 25V-0" 25'-0" 25'-0" 15.455.7668 VW& 25'-0" 25'-o” 42'- *".t VCT ____...______....10, ..............__. ce I, 411 SIOI .4 _ I- - Typ. REAP. LOLL SR 1E41 IN. L. PfzePARE 411gE:t7 To pgovir;€ ‘,,r1c6.7)4 Levet, suRfAce Fg FW-1 Cg. rgoroefAr4c;47:e7.; ThAT MAY AFFF:LT TILE. APPEAKA:16 4r N g-11 31/2" PPIK-.0-(446,e1/2 13t4Tir t45J1,AnCt.i FULL tZtJedril I4P6frr cp ler.Ag WALL 1 1 131'-01 r- - SALES 1FIXTUE. TYR (34-11°. •••■■••••••••••••1 fror•-••■•■•■■••nne 1 1 1 1 1 "rif I — _ 19'-0" t 4e,1 2 4 VC'T -IRE SPR1NKCER DE SALES AREA - ALE5 FIXTURES AND -0 MERCHANDISE EXTEND TO . ; 12'4? ABOVE FLOOR STOCK ROOM - HIGH RACK STORAGE L. 441 1 4) • 4P4b4%. "14 \ TY . A L34 _ _ FAC.AkjA.14 1.14■00e. NOTE: EXISTING SPRINKLER SYSTEM TO REMAIN. MODIFY, REWORK, CLEAN, ADJUST & TEST TO ASSURE ALL COMPONENTS FUNCTION TO THE SATISFACTION OF ALL AGENCIES HAVING JURISDICTION. EXTEND & REWORK SYSTEM AS REQUIRED TO INCLUDE ALL NEW AREAS & ROOMS. SUBMIT PLANS TO THE TUKWILA FIRE DEPT. FOR REVIEW & APPROVAL PRIOR 10 COMMENCING ANY WORK 1 Emir et.ce.Atc) a c) -152%0" t .401- CARPET Sales Area 102 -,... $V4.7 D _ 1 WL Z1 Floor Plan Legend H 1 IN. 4 2.1 1;1 17\ L--`MANSI TOW 3JRiP, TYP, 701-d 1993 835 Fifth Avenue 31JAA J3_9L 15'-0" 7-0" 7 -1 __ic5:46.40urwr:457esr, Pricwe _Fe)r_ CP; 1 LJ Li H L G.0, iv cir RX: ?rt VEPrii4/ibetivvr 31-61 gaztep- uP p 11 o'1 11 1.,Avvec -- rxF wArat Vestibule 101 t.4ALK0FP MAT gueeve. flLE „Tech. Cr,ter . 105. F.1:14..kr2 iN Itc1-1; LJ 51/2' 9'-S1/2" EXISTING CONSTRUCTION TO REMAIN SEEM NEW CONSTRUCTION EXISTING CONSTRUCTION TO BE REMOVED STOREFRONT GLASS (E) EXISTING (N) NEW (R) REMOVE [FHC] ORWL o $,;;11 DOOR NUMBER, SEE DOOR SCHEDULE FIRE EXTINGUISHER 0\1E4 FIRE HOSE CABINET RAIN WATER LEADER (EX15Ti NG) SPRINKLER RISER (F.:X.ItrItt,i&) WET .K50.1.11ra) EIOT 12013g(e0 I t mam. MWMPNil ••■••• /moor ../WWW MM. INPOOMW /WM. WOW/ ...amo", NimiErs /MO ••••••■ .1.41111, .01. IMO MM /OM MOW MOW MO.W OMMI• WTI OM/ OWWWW. OhomM. //WO mwer ....71■ ...Wm.. /WOO wow. ■••■••• OM. ...MO MEM •■•••• LIKIE, OF ff:t•-.17R( C4I.I0P`( 445(›}E... INOWIN. /WM. WNW/ WYO. ON/ WOW. CITY OF T1JKIP_A APPROVED MAY 1 3 G DVIV.0N • • Y Floor Plan .• • • . • " • rt.tralagami 1/0"11-0" 01 4 8 19 I._ 4230 V REGISTERED CHITECT (A: CAM 8511- DICKOZ STATE OF WA:iIIINGION APR 1.99;S '"is PERIVrir CENTr,:„.'$1 7.... 7. • 11111101 ;;;;." 0 iTH3 11-4H 1 2 ts '.: ;. - • ,- • ; Oe 6Z 8er.. LZ SZ 17Z CZ • ' ; • r • . , , t•-, ... • 1111 r •1 f[I 1 jil 1111,11 ir I II II I 1111. 11 I lit II 4 5 7 NOTE: If the uticrofilmed document is leas clear than this i notice, it is due to the quaiity of the original document. 03 91 St Vt et Zt • IA 01, 6 8 S 1111.1Pi II 111111111 IIIIIII IIIIIIIIIIIIIIIIIIIPIIIPLIIIIIIIIIIIIIIIIIIIII/III0IIIIIIIIIIIIIIIIIIIIJIIIIIIIIIIIIIILIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIP1IIII IIIIIIHIIIIIIIII 1 I I 1, -7.-74,.4'.',.`;'.1.1*.„;3 -;.t'...; 77' ',•;;;',C;;;,,,;7:;---.";"':'';'..":,:',-.','-.;-:-: '..-':".;" --:-.-`. '- /- -,';''' Jr.: ,,'", .-; , ;--• '-..".';;-- • -...''' ;.":" '.'":. 'f.. ' : - -,'-'''''..: - ' '''. ': '''''I''''' ---:•.)'''' • . ; --;--'-,-,".". :„!,;"..".;,-,-.,"%, ' '• • '-- .--.;`,. -, .:-; ' .,.,-. ---, , :, ; -, ;;,....,---, ,,,,',...':--,- • ,. : ;;;;;,,,,,,-„:- --'; . - ,-,....-...„.-,>;,:.,.• ....--.,,,;:;:-!...;:--,--,,!....--„,,- -.-.."..;;..: .,-;;;.....;:"..,,.,...-,..2-.. - ..• ..,:i.:', -,..„: ' , ,!,..: ...f.ir!,/ 1.+4!■' ;';‘, If11,111111111111111111 9 10 11111111 1111111111111111 11 MADE IN KRUM° 12 • 40 • o" • New IN6ULATE,D Cel I I I..16 1,41,44.1.5 • - IN67ALL I /2" c.0)( PLY1,,JOC:7) TO 162'- oNA.FP• ("NI WALL.3 its) 5•cC•Rc)01,4 fE SCSPT Q LONG. l4 L1 ) ce-NrrePI, kJA L$ oN kl000 ceoL10M� r •i r r 1 1 1 1 FIRE SPRINKLER ..DE$IGNI CRITERIA SALES1 AREA - , ALES FtXT�JRES ANI� E - A EXTEND TO 2' O" FLOOR ST7O ROOM - 1161 -0" HIGH; RACK STORAGE ❑ 1111•111! R■r•h CLR. Office 311 NOTE: EXISTING SPRINKLER SYSTEM Toi REMAIN. MODIFY, REWORK, dLEAN, ADJUST & TEtT TO ASSURE ALL COMPONENTS FUNCTION TO THE SAT(SFAC;TIQN OF A..L AGENCIIS HAVIN43 JURISDICTION. EXTEND & REWORK SYSTEM AS REQUIRED TO INCLUDE ALL NRW AREAS& ROOMS. SUBMIT P4ANS TO THE TUKWILA FIRE DEPT. FOR REVIEW 8.; APPROVAL PRIOR TO COMMEMfr1NG ANY WORk It.i5LIA7ED OEM rikro kL ILL rre <12> rridor 24' -O" SLOPE lort,.E.1' RH . PLOORS r /O° IN 11, TO PLcof ARAN Match Line HI►�IC�Eo i�t.`r'i Jc Acc.ES5 FAN E).- Stock Floor Plan See Sheet Two for Sian Legend 1. --r1 REMovE ALL Sa,LRrri AL.A kr-I EQt iIPMEt4T MG�LI71D1J1 AREA, 1 1 r.._i ;' � -1— r '7_t•" 1 i ' / I✓ I• 1 1 1 : I - - _-___I 1 1 -T 1 L 1 121' -5" RE VE EXISTING ✓AB IN TH1 %REA FO NEW TOILET R M SLABS THAT SLOP 0 DRAIN SEE F OOR ' AN 1, IrT/E- A4..L 1064.1. GEIL- 1K165 AND PLOOIZIN& li%1 11.1E A A et-4 w I "aNEG`. r MovE L.1GI.41 FIXTIJNEat cam itDUIT, rP JM 16IMC& 4. PL 21-1.3106. Fix-RISES, CA'P ALL ,°1..1mP NGn uksc.a Afe;i0vE. CEJLINJ(. cfa, ,a..E1..01,4 al 15 1 11 / 5 51 / \ 1 ; 1 11 r' �\ ■ \ SOARO TO t'4 ,, - - -_' E.L c . 12,00 1•4 1' 1 = =:31 1 --; - r..TF .L AI *.IQ LLM (2z ,1'` ,41,4 rw:ztl 45? 4_ 42 to" t bTs! FOr CAE NEM.1DE.VI OLIT,Or4 NOTE6, 1 ,5.4" 4 Stock Demolition Plan ....... 1 Y' It ..r .;:Ii .ii a. r. }`.L •:'/',' fA e err "JA.,_ • kANPRAIL ov to SIDS OF STINP , PROVICS Bt. oC44 r NG 9%3" 9' -10 1/2" Open to Elec. Rm. Below Office at 1. 7COUNJTEReee -12'' 144.;.L 12' -11" SEE. - c'+E.f: r a - I Fe r$rF24.1(.. --r ' t.. PLAA 0-6.7,04L- , � Match Line 10 7' -6" 16' -6112" 'At r (9 V 0 uri 0 rn ." • 2 u. tam 15' 1 71 "2' .5 • AsSia ,w Mezzanine Floor Plan • .•. "ranraimmul 1/8'_.1-" n 2 a 8 ' k", evAlk CITY OF TtUIVIVII-A APPROVED i ICI A: 14.-13 /l .'/11� 1 1 It DID G is,of to Tekphone 4I545 titi) foams 447'4 iyamiusidri 4.6\ 400 1993 835 Fifth Avenue San Rafael CA C, 31 MAr.93 RENT 134.*I'VS 1 Sr.4TE OF WASFiiNGTON / 11111 11111111111 1111 11111 I1iIII 2 3 4 1111 111 111 1111 ,1[1.11:.'1..,I 11 EI 11 11, .1. +11,11.1, NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. i ✓ ,nee t• 41;41 'ASX'. `'.111'1 111111 1 11111111111111111111;1111111111 10 11 ,MQ@RICERMA"Y 12 F- 1 6._4.. 13' -1" 113, -1" 13' -1" 113' -1" ._I It 1131 -1" 1 13' -1" 1) 12' -4" 1 12' -4" C131 I F 12' -4" 12' -4" 12' -4" 1 12' -4" 12' -4" 1 6'-O" TY? @THl5 LINE MATC !_i N E (14' -6" (151 -0 ") r](• •r .r r x,11 (15:•0`) vALNLI 1" x • rr .w rr r.}..r (15'-0" RS (15' -0 (15 =0 1 RS r (14' -6 ") 1 1 . CV CV X r 1 (14'6" 1 1 1 I 1 1 CV 0 N SR 1 Nu RSTk 114' -6 ") 1 o WL 1 ___ 14' -6 ")T ` 8 4..6") 1n 4. -6 ") 1 I 1 14' -6" I 0 . RS (14%611 X r (15'-31 (15' 3 ") (15' -3 ") (14`-6 1\10L11:1-7 vE 1 (14' -6" 1 1 (14%6") i 4' -6" 1 ( I X I (14'-6 ") T _ -1_ __ (14' -6" (14'-6 ")�`I°r (15 -3" ._I 1 - °" X 05%31 (15''3 ") .fir.. ""....." `15' -3" - xe- A"i T ND O r��t' I.. CHA,NN e,'v TO sioE. OP CaL.LJ - LAM EA .r l. 1..1�� E. `"HP�EADED P QO®� g' -o'I G.G. 2X4 6i.ia uPvLIK1b NL/ (15'-3 "} RS ('15' -3 "P (15-3 "9 'i P. (15'-3 ") 0 -; r r 15' -3 ") (15' -3 ") )ce -r X (16-3-P tEND 'NT N1O N I (;) i'Z -011 A. t✓ F (151-3") 5x1.57. I -iviAC Ur4Ir -_ T-Y` (15'.3 "D (15' -3$ XKJr, TtJ 1 rr OrFLY NETi:,A -1 -z ersw76. ..rrw. r, X L _1/_ (15' -3 "V • (15' -3 ") (15' -3 1 0 (151 -3 "p F'P,OViDe. T- Fo L.. I V6UL..p i IOIi WITH +° o ,' .D kifi -rt VINYL. 64GE 4/.169 °,ALW a.briVE. ENTI 12,E. AAA . 1N3TA ! L Wit-+. 211 A,IR ;,PAC E ,80v> : 11vsULATION . (15'- 3")`-' (15. -3 "p J. i :oi oR NiaoNt (15'- 3 ")'-' v I 1 -.1 l - - - r rr / (15' -3") 15.- -3-3 ") (15' -3 ")0 N R -t-Xe- (15' -3 ") - I(15 %3" "• • r rr rr 15'-3 ") t.1.51 3.p. 4. (15' -3 ")0 , (151 -3 ")v 00 Nor cA,r- `3ULATIQN. "N5ULATION 5AGKING To HAVE. A FL,N,Y1 RATIN.16 or 25 OR :.ErS3 AND 5E: 30 L..o eE.L.EOE (14' -6" -- _.._II-- HO U NIT B O 11 DOo( 11 - -- - - 11 (14' -6 ") 1 Ir (a b 11 5t( (14' -6" -4 k1•e (14' -6 ")) • (14' -6 ") 1 1 -_i NU a (15' -3 ") RS (15' -3 ") r - PEN :)4V-- `low- e (14'- 6 ")` ) ..' (14'-6! ____ (14''6 ") 3 (14' -6 ") (15, -3" rte,-- s,C; i I „, ATTAc% 4 S L C1H4N�IE� -TO tJIDE.r', -.a OE.. OF 4KI(a P R,Lost5 D" ©.G. (14' -6 ")-- (14.-6")-- (14' -6 ")0 rr \. (14' -6 "�. (14' -6 ")° (141-6"P (14'-6 ")' -) (i 4;-n ") `-f (15' -3 ")O (15.-310 (15'-31$ (16_3 ^p (14' -6 ")0 ( MI i RS 14' -6 ") iiiiiehs X(15'-3 ")` -' -X (14'4 (14'-64 (14 M ATC H LINE' (15'-3 "P E><FoeDED (15'- 3 "P (14' -6 "P (15•.3 ")O 57 DUCT u. ,E. 15' -3 " "� 1-1\ �. ()O (15' -3) I ._� 1 2 I \ 1 L ._._� (14' -6:)" (14T-61Q (14%64 04%645 (15'-3"P (15%31 RS I- T - I - (14.-64 (14%4 (14.-6")T RS '7141-61 (141-6"p (14.-60 _..(141_6") 1 15 abiNLA I Poog,e› (14'4Q (14.-61N v _1 (141-6.1d 1 (14'-641.(3f- nw (14.-64 1 �- EX15T!14 - 5QFI~1 i -) 0 0 0 +I5-OBI WL , 6_)NIJ jah RS _ Reflected Ceiling Legend 17-1 Zug- Q RS 0 4' SURFACE- MOUNTED FLUORESCENT FIXTURE 4' SURFACE - MOUNTED FLUORESCENT FIXTURE WITH EMERGENCY LIGHT FLUORESCENT WALL .MOUNTED LIGHT FIXTURE H.I.D. LIGHT FIXTURE H.I.D. LIGHT FIXTURE WITH QUARTZ RESTRIKE Nv Aft H.1.D. LIGHT FIXTURE WITH QUARTZ RESTRIKE ON A RS Thr NIGHT LIGHT CIRCUIT 12 GA. ROLL FORMED STEEL CHANNEL WITH SUPPORTS (X) AT 8'-0" O.C.., 'GEw DET'A 1-8 /10,/10,3/10)1/7. �Lr IQ EXTERIOR WALL PACK LIGHT FIXTURE { YEXIT LIGHT AT 8' -0" A.F.F., U.O.N. 31 EMERGENCY LIGHT AT 10' -0" A.F.F. STORE FIXTURES BELOW c a (4l CHAIN -HUNG FLUORESCENT FIXTURE (15' -3 ") ELEVATION A.F.F. TO BOTTOM OF LIGHT FIXTURE - - .x16TI NG RECE55g.0 i.. i64-r' P-1 xruez, eeLAMPPEQ. LIGHT FIX'`"URR . 80-f. 0 ic aCE55ED 14).O L.IGHT i~ IY.TU QE. +101 --00 ._.___,T.__ -.I .._��'•_"_..�,,_.�` _Jk___L GYP. 50A1Q.0 SOFFIT • +4- Ex IST; NCi G.4'NOP'(' +4- +i L- _. 63,YP. 1501 CITY OF TUKWILA APPROVED NAY 1993 San Rafael CA 835 Fa fth`.4 venue 4230 EMI ITEM- r3U1.01 DIVISION Reflected Ceiling P an rsiminauriammil 1/8":.-.11-0" 01 4 8 .c. ..�r.... w-: �..... el a f NOTE: if the microfilmed document is less clear than this i. notice, it is due to the quality of the mriginal document. Nor Reflected CeilIng APit 1993-• • ,•• lommmimmosaiMp W EQ. A EQ. * .. -- i��.W hlVib►G i►JI' i Ov PNCOP +81 -0,1 L-&YF? 7O, +81 -0" EQ. I' E 7' -0" 7' -01, z t NOTE: ALL LIGHT FIXTURES TO BE CENTERED IN ROOMS U.O.N. Match Line L- Gyp %c. Stock Room Reflected Ceiling Plan See Sheet 4 for Reflected Ceiling Plan Reflected Ceiling Notes 1. LOCATIONS OF H.I.D. LIGHT FIXTURES ARE APPROXIMATE. COORDINATE INSTALLATION OF FIXTURES WITH MECHANICAL & ELECTRICAL SYSTEMS & PLACE FIXTURE WITHIN CLOSEST PROXIMITY TO LOCATION SHOWN. NOTE: LIGHT FIXTURES MUST BE LOCATED BETWEEN & NOT OVER FIXTURES SHOWN. 2. MOUNT ALL H.I.D. FIXTURES WITH BOTTOMS AS INDICATED ON PLAN. MOUNT ALL FLOURESCENT FIXTURES AS HIGH AS POSSIBLE AND CENTER IN AISLES. 3. AT SALES AREA & STOCKROOM, CLEAN & PREPARE FOR PAINT ALL SURFACES OF ALL EQUIPMENT & SYSTEMS IN CEILING SPACE. MASK OFF ALL SPRINKLER HEADS, VALVES, LIGHT FIXTURES, SIGNAGE, ETC. BEFORE PAINTING. DO NOT PAINT WHITE VINYL FACED INSULATION. 4. AIR -BLAST CLEAN ALL EXPOSED STRUCTURE AND SYSTEMS. • r ,w• 0 O L 1 L r FIXTURic-2 D LOLJ T'T T --� u C. IL (r OFF.-1-1 TO ' f .1'101 - 1 J r r 1 r 1 EX Y-37 II -IS1JL ATIo► 4 To W. -E-MAI <12> L J L_ J t. J 1 1 r F 4 ALL CEILIKl& Al MI�ZZ/aNiNlE QP J TO E>TRUCTUPNE. Match Line '""'Irm alma '°"1 1/8 1' -Or. 0 2 4 8 MOUNT it , l4I i fi'a POVbibLe 51 -0„ 5' -0„ ROOF �a�n,'tC11 H PROVIDE R -19 T-FOIL INSULATION W/ PERFORATED WHITE VINYL FACE BETWEEN 4x16 PURLINS ABOVE ENTIRE MEZZANINE INSTALL W/ 2" AIRSPACE ABOVE INSULATION. DO NOT PAINT INSULATION. INSULATION BACKING J. (MATERIAL SHALL HAVE A FLAME SPREAD RATING OF 25 OR LESS & BE SO LABELED. Mezzanine Reflected Ceiling Plan • fa°'f 1/8I=1,-0,` 4 8 K CITY OF TtUKWILA APPROVED PAY 9 r3t)iI , IN D SION 31 MAR 93 A � ` T -PEO {'.CT AM r• • GNENs STATE OF WASHINGTON ,__J_' .)+'^- •.+!- '.+emu" Stock I Meanine . Reflected eeHling COY. OF 3U!s. \W�1 APR i' FEW CENtig Plans J"H.- ;..4'.:.:5`r. .... a, :}:vu a. r_...r F.�v .J.�•: 1.'1%M�w:.J YL`'.� -t.. r *., , f .-•% ^ y% • -w4. �c.� "✓ M A,F ::r: IiIIIiIIIiIIilliiiIIIiiIL�IlI -MLLE} ftt if! if'jl)l-jiifjl(1�jlillo 1 II Wit I11'1,III ` Wit: If the microfilmed document is less clear notice, it is due to the quality of the original. 11Jlttl1 8 than this document. S' , _I ! Ilia !- 'IT I'I.i;:;:i?:;:IIiI 9 z 1 O 11 OC Sc B6 LZ 9Z 5'Z .17Z £z ZZ lZ O GI. 9L Lt 91 GI 'I CI El lIl OL 6 a 1 1,11Il!'Ilill1i1i 11 11l1iiiII111 11111IIIII1111iltiill11111 I'1�r�li� };ll�li!I JI!i111!li11II ! Ii1 II1I tlIIII!1!!>>!1III1Ii [[iltJ1!!1 ;I1,I1!I 1; 1ll�Illi�llll111llli11 !!1111111II !!I1!!!!II11ihil !!i! 1,1). I! 1 !!Iilili'!i!III . J,. � �', ,: v s " '., . -i .•�• Y i �{ Y. . <�, , . �� . `;.j' .. . � � ��_ s .l,i7n`' <� ;C i P J,..+:_ ,_, ,.. «..., ,.,.:..a�s`'l,. st'�'.�:.v:7..s�'�`}, �.r: c: J,i :f:.5.�" :`t"'_1:f,"„?^•s�. _ '.:.ice , 't..cwr1'Fi:1.".'. �l.Y . ,c ....,.� ._)' : i'.. :•'?+ IT .i4Ydt• • s .,- +�.:7i•rs.._.:w` ^..�'.,.,aic:'r :,rrer,�..; d >.,1: :�:2:r�'.4:.•IC .:�.:.r.ti,.r ,. A v ---- EXISTING ROOF STRUCTURE TO REMAIN VERIFY/ PROVIDE 2x4 VERTICAL SUPPORTS 16" 0.C. FOR EXIST. 2x6 CEILING STRUCTURE r \1ft�IMl/MI" 11 11 Nammeoasailmonameimmu nar.M...V•1•■•■■■ 111 -5" NEW LAYER 1/2" GYP. BD. CUT ENDS, BLOCK CONTINUOUSLY, PROVIDE FURRING, AND 5'8" GYP. BD. AS REQUIRED TO CREATE SMOOTH VERTICAL SOFFIT FACE, TAPE TIGHT TO STRUCTURE — EXISTING 6x6 WOOD POST FASTENEDTO GLU -LAM WITH STEEL ANGLE TO REMAIN, WRAP POST WITH DARK BRONZE ANODIZED ALUMINUM BRAKE METAL FASTEN AS REQUIRED VERTICAL STOREFRONT MULLIONS TO STRUCTURE, PROVIDE SHOP DRAWINGS FOR STOREFRONT SYSTEM TO ARCH. FOR APPROVAL Vestibule Soffit Detail 1/2"=1'4" ±11 -5" oPP. EXISTING ROOF STRUCTURE TO REMAIN VERIFY; PROVIDE 2x4 VERTICAL SUPPORTS @ 16" O.C. FOR EXISTING 2x6 CEILING STRUCTURE E--- EXISTING 4x16 WOOD PURLINS t� 8'•Q" O.C. • EXISTING 1/2" EXT. GYP. BD. ON 2x6 C 16" O.C. CEILING STRUCTURE, PROVIDE NEW LAYER 1/2' GYP. BD. AFTER INSTALLATION OF NEW LIGHT NI . FIXTURES, SEE REFLECTED CEILING PLAN CUT ENDS, BLOCK CONTINUOUSLY, PROVIDE FURRING, AND 5/8" GYP. BD. AS REQUIRED TO CREATE SMOOTH VERTICAL SOFFIT FACE, TAPE TIGHT TO STRUCTURE EXISTING 6x6 WOOD POST FASTENEDTO GLU -LAM WITH STEEL ANGLE TO REMAIN, WRAP POST WITH DARK BRONZE ANODIZED ALUMINUM BRAKE METAL NEW U.S. ALUMINUM DARK BRONZE ANODIZED ALUMINUM STOREFRONT, PROVIDE SHOP DRAWINGS FOR STOREFRONT SYSTEM TO ARCH. FOR APPROVAL Vestibule Soffit Detail /2"=V-0" 11" MIN. Wood Stair Detail (3) 2x14 #1 D.F. STAIR STRINGERS, BLOCK @ BOTTOM AND MID -SPAN, HANG FROM DOUBLE 2x10 HEADER WITH SIMPSON LU21 JOIST HANGERS 1 1/8" PLYWOOD TREADS, COVER WITH VINYL NO -SLIP TREAD SURFACE PER FINISH NOTES. FASTEN TO STAIR STRINGERS WITH 16d H.D. GALV. NAILS @ 3" O.C. 1x82 D.F. RISERS, RIP TO SIZE PRESSURE TREATED D.F. 2x4 KICKER , FASTEN TO SLAB WITH 3 1/2" POWDER DRIVEN FASTENERS @ 12" O.C. Iw. 1 1 {! 11 I1 11 'h • f +I,I�I,IPI, :dl,lf I,I�I,I�ifl�t,tf I,I�I�I�1��it�l:�t�li 1 2 0 161145 INCH ! / l �.�,,I•1 ' I� -,: I ��_ Lt :; ,L; r .wr li.'Him 11, wimp will li lt f.I c .�I mil I 4 7 5 �� ....,._7.._, _., s,,...S . �. NOTE: if the microfilmed document is less clear than this notice, it is due to the quality of the + original document. oe 6z Re LZ 9Z SZ 472 CZ ZZ LZ OZ 61 81, Ll 91 S'1 ht CL ZL 11 01, 6 8 .. . �Ii. , r1. 1 11. i ll•: l_l..l. llil...l.l.l _!. Ir .I.I.I.II ; I..l.I i .1111,i: 3 l,l.. 11-t! . , ,. 1 1 1 i1i.,, 1.< 11J 1 11 .,i,II I_,, Ii v l Ird !1 u l I�...; ..1.I.I� I l-. iii)11I ll !!!II. 1t.,. IIIIIII1 II11)111. 4. 1 .11111I!{.!. III.:q.. ,? III- II•IrI.'% 1 .I�.I. . , I., _ . I'... II_ I1, , 1,- .1 r' i-, 1 I1111fh ... il ;1 II I I ! 1t 1 ti 25' -6" 4' -2" 6+'On »2" 6' -0" 4' -2" f )I r C'4 X11. BESAM VISIONPULSE 9000 AUTOMATIC SWING DOUBLE DOORS, PAIR OF 3' -0" WIOE BY 7-0" HIGH, NARROW STILE ENTRY DOORS VVITH 1/4" CLEAR TEMPERED GLASS, DARK BRONZE ANODIZED ALUMINUM FINISH AND CLEAR ANODIZED ALUMINUM THRESHOLD. (TYP. OF 4) U.S. ALUMINUM 1 3/4' X 41/2" CENTER GLAZED STOREFRONT SYSTEM. DARK BRONZE ANODIZED FINISH WITH 1/4" CLEAR GLASS TEMPERED 'AS INDICATED AND REQUIRED BY CODE. BESAM POWER -GLIDE 4000 -2 -10' AUTOMATIC SLIDING DOUR SYSTEM WITH 4' -0" CLEAR OPENING, BREAKAWAY ACTIVE LEAFS, 1/4" CLEAR TEMPERED GLASS AND DARK BRONZE ANODIZED ALUMINUM FINISH AND CLEAR ANODIZED ALUMINUM THRESHOLD. (TYP. OF 2) < -- PROVIDE NEW WALKOFF MAT IN PLACE OF EXISTING MAT AT --- RECESSED AREA IN ENTIRE VESTIBULE. VERIFY TYPE AND COLOR WITH TENANT'S CONSTRUCTION MANAGER. EXISTING 6" X 6" WOOD COLUMNS AT CORNER OF PREVIOUS ENCLOSURE TO REMAIN AND TO PROVIDE SUPPORT FOR NEW VESTIBULE. WRAP COLUMNS WITH DARK BRONZE ANODIZED ALUMINUM BRAKE ME TAL. EXISTING DARK BRONZE ANODIZED ALUMINUM STOREFRONT SYSTEM AND BRICK COLUMN TO REMAIN. CLEAN AND REPAIR AS REQUIRED. NOTE: GLAZING CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND PROVIDE ARCHITECT WITH SHOP DRAWINGS FOR APPROVAL. Hew fl?< t, &LAPh AT PCTEI2IOR. TO DE. Ye)", " io big Entry Storefront and Vestibule /' Pi 0 /2/%1' Pi 1 • 0 (Di \, ♦ r \, ♦ I �, :t # •= .--. • i : —,r 101 St • -s> •r West Elevation r 1/4"=11-0" ' 0 1 2 4 CITY OF TUKWILA APPROVED (1'thi f 1 3 6 (VISION 111111111!11111111lil) 1111 101111111` 9 10 11 "6""MAY12 r L , 9 5 *� Jil 1,,IIIII111,11,li11i111,illlii r 0 E � t ww IIIIIIII1111I1111111111 1IIIIIIlil11 Elf. • • 'Y r yAi'1;iaSZP. >.a.F:�nii•C?Ii%�,'.ia�: ,z.' :: Telephone 415.45: tIN "Pit , .41 "nrivangiti r*. elha1/4\4,00 199 5 Fifth Avenue nszi REGISTERED 3TECT, ci iY OF 1 US. Viii- i APR U, PERMIT Cti R' :•. �1L 19 MJIJ !9y 2// sve 1�/ Furring @ RPW.L. EXIT ,14,L0, 2112." 2' clik, few. ''TAP' ''/311 %4? 13' PIANI.SL W/ 671 GN. (-01-cfZi WPM J - Coogrit4ATE TIONI 4/ CLe4t-Pltr 1Iu'I 1v' ; ,i(T> ti 44 1/2"=t-O" PLAN Furred Wall Detail r-- g 1' WX0 OKI% CNC m WALE, W tvA. METAL P R_I i 1IL'i0 'a I1 ' LP , - otz, k1444.. 5 A,,E P W/ PaCEK PZ.iY .44 fits✓ To 3"=V-0" 1� wow* t le live 'r #L.. cmikadEf.. I xt r; I t1,41401,12 egor, 2 %* C vi''a►G, INIV■ ow, 1Z) ProiCr tgifftgr Steel_Chlannel Detail 11+•14 Vol Ll IJV'ro Z%4 I W /� PLAT" f'LAr'g ITTit.IC�, WAF.ii L JUT' pri 1 i/2"=1 911 e\N■ ‘Ntieff0Alij 1993 1: 3/4" CDX PLYWOOD 1"x 2" TRIM STRIP 6" 16 GA. MTL. JOISTS @ 16" O.C. 3 5/8" 20 GA. MTL. STUDS 5/8" GYP. BD. POWDER DRIVEN ANCHORS @ 36" O,C. - CONCRETE SLAB Platform Section 4-14 ice f't1rUtti `. v'-l' LiNPLE- F EX1e,rt 4x ib =7"f'..Ht.,1<14/, 1" LT CITY OF TUKWILA APPROVED rA 1'3 *, gut D . i IVISION E8(STEHE6 �►.CI�Ir:Y , STATE OP WASSSINGTON (R C Wt ) GflY OF 1Vit,WiLA . APR r ice. PEWIT 1? • r: k 4A. • T • II�I�flflijl�iJl+ I�II4JIII�I, i�IIfJI�I�iII�I�I�llljl�IJ "1�C+1`iIC'iC ITN I feu Imp! wilt pi I uttliptr 1 3 4 0 14 THE ITICH I Qc 6Z ed LZ 9Z SZ 7Z £Z ZL Z rZ QZ 61 91 LI 91 SL t £1. Z1 It pI, 6 9 L 9 6 +7 £ Z, 1 ww Q I II ' U I 11 ! I� , I 11 1 I I IIIIIII {IC Iilllll; lillllllf��li► Illill�lll III1111!!IIIIlIi�, #If�411Jlll�►(! Il: {!I,1.,1111�.IIIJILIIIIILiI IIIlIIIII CilJllJl liU��lll IIIC ilfi,lilC Ii11 !f!! III Iiillli ll'll'I'1.1.1111111ii1111..i, IIII! I � II a i � ' ..: .... 1 .r.. .. , ,�.., :,•� IJI .i IIIIII Ili,ll III • -J- ., ! I dill Ilif :.. ... � . :;.�.... .. .' .� . <.•. fit':, r! .^`. ..m. +/ �- + f } i I III1111111111111II1C1111I11111 11111111111 5 6 7 9 10 11 >r5E 12 NOTE: If the microfilmed document is leas clear than this notice, it is due to the quality of the.originaL document. 'r li, 160 wo: ormt r l OW Furred Wall Detail r-- g 1' WX0 OKI% CNC m WALE, W tvA. METAL P R_I i 1IL'i0 'a I1 ' LP , - otz, k1444.. 5 A,,E P W/ PaCEK PZ.iY .44 fits✓ To 3"=V-0" 1� wow* t le live 'r #L.. cmikadEf.. I xt r; I t1,41401,12 egor, 2 %* C vi''a►G, INIV■ ow, 1Z) ProiCr tgifftgr Steel_Chlannel Detail 11+•14 Vol Ll IJV'ro Z%4 I W /� PLAT" f'LAr'g ITTit.IC�, WAF.ii L JUT' pri 1 i/2"=1 911 e\N■ ‘Ntieff0Alij 1993 1: 3/4" CDX PLYWOOD 1"x 2" TRIM STRIP 6" 16 GA. MTL. JOISTS @ 16" O.C. 3 5/8" 20 GA. MTL. STUDS 5/8" GYP. BD. POWDER DRIVEN ANCHORS @ 36" O,C. - CONCRETE SLAB Platform Section 4-14 ice f't1rUtti `. v'-l' LiNPLE- F EX1e,rt 4x ib =7"f'..Ht.,1<14/, 1" LT CITY OF TUKWILA APPROVED rA 1'3 *, gut D . i IVISION E8(STEHE6 �►.CI�Ir:Y , STATE OP WASSSINGTON (R C Wt ) GflY OF 1Vit,WiLA . APR r ice. PEWIT 1? • r: k 4A. • T • II�I�flflijl�iJl+ I�II4JIII�I, i�IIfJI�I�iII�I�I�llljl�IJ "1�C+1`iIC'iC ITN I feu Imp! wilt pi I uttliptr 1 3 4 0 14 THE ITICH I Qc 6Z ed LZ 9Z SZ 7Z £Z ZL Z rZ QZ 61 91 LI 91 SL t £1. Z1 It pI, 6 9 L 9 6 +7 £ Z, 1 ww Q I II ' U I 11 ! I� , I 11 1 I I IIIIIII {IC Iilllll; lillllllf��li► Illill�lll III1111!!IIIIlIi�, #If�411Jlll�►(! Il: {!I,1.,1111�.IIIJILIIIIILiI IIIlIIIII CilJllJl liU��lll IIIC ilfi,lilC Ii11 !f!! III Iiillli ll'll'I'1.1.1111111ii1111..i, IIII! I � II a i � ' ..: .... 1 .r.. .. , ,�.., :,•� IJI .i IIIIII Ili,ll III • -J- ., ! I dill Ilif :.. ... � . :;.�.... .. .' .� . <.•. fit':, r! .^`. ..m. +/ �- + f } i I III1111111111111II1C1111I11111 11111111111 5 6 7 9 10 11 >r5E 12 NOTE: If the microfilmed document is leas clear than this notice, it is due to the quality of the.originaL document. 'r - RETURN HANDRAIL TO SUPPORT POST BEYOND ---- ---•-- RAILING & 'GUARDRAIL BEYOND 1" NO :. STEEL PIPE HANDRAIL PAINTED WHITE ANGLE HANDRAIL EXTENSION SEE ELEVATION T.S. 4 X 2 X 1/4 (CONT.) PAINTED RED. VERIFY COLOR W /SPORTMART ---- -- - -1" NOM. STL. PIPE HANDRAIL & SUPPORT POSTS PAINTED WHITE r‘ MORTAR POSTS INTO VOID 1=oRM W /NON - SHRINKING GROUT I q GUARDRAIL INFILL PANELS PAINTED WHITE, HORIZ. RODS TO INSIDE TYP. 2 X 1/4 STL. BAR GUARDRAIL PANEL SUPPORT, PAINTED WHITE. LOCATE . AS INDICATED ON ELEVATION. T.S. 2X 2 X 1/4 (CONT.) PAINTED RED, VERIFY COLOR W /SPORTMART T.S. 2 X 2 X 1/4 POST PAINTED WHITE CONCRETE RAMP RECESS AS OCCURS SEE ELEVATION NOTE: SEE DETAIL 8 FOR BALANCE OF INFORMATION Section Stair End 2 1l 1 1 Guardrail Detail --°� -- T.S. 4 X 2 X 1/4 (CONT.) PAINTED RED, VERIFY COLOR W /SPORTMART GUARDRAIL INFILL PANELS PAINTED WHITE, HORIZ. RODS TO INSIDE TYP. T.S. 2 X 2 X 1/4 POST PAINTED WHITE 1" NOM. STEEL PIPE HANDRAIL PAINTED WHI'L'E W /SUPPORT @ EA. POST TYP, RETURN HANDRAIL END TO POST TYP. T.S. 2 X 2 X 1/4 (CONT.) PAINTED RED, VERIFY COLOR W /SPORTMART END OF CONCRETE CURB (BEYOND) 1/2" EXPANSION JOINT (E) CONCRETE SIDEWALK BOTTOM OF CONC. RAMP COL. CENTER LINE T.S. 4 X 2 X 1/4 (CONT.) PAINTED RED. VERIFY COLOR W /SPORTMAAT T.S. 2 X 2 X 1/4 POST BEYOND) PAINTED WHITE 1" NOM. STEEL PIPE HANDRAIL PAINTED WHITE 3/4" NOM. STEEL PIPE - ANDRAIL SUPPORT WELDED @ EA. POST TYP. GUARDRAIL INFILL PANELS PAINTED WHITE, HORIZ. RODS TO INSIDE TYP. GRAVEL FILL VOID AS REQUIRED 6X6 10/10 W.W.F. CONCRETE CURB EL V. VARIES __ *4 @ 18 8r-- `� RECESS AS OCCURS SEE ELEVATION gLEV. VAR) — (E) ASPHALT CONC. & SUBGRADE #4 BARS @ 12" E.W. 245 CONT. @ BOOTrOM - (E) UNDISTURBED SUB - GRADE was Telephone 415 Handrail Support Detail 12- NOTE: PROVIDE 2" WIDE CONT. RED PAINTED STRIP 1" BACK FROM NOSING @ EA. TREAD TYP. # 4 BARS DOWELED INTO (E) CONC. @ 24" O.C. # 4 BARS @ 24" O.C. # 4 BAR @ EA. NOSING NOTE: PROVIDE 1" RADIUS @ CONC. STAIR NOSING J/2 " PRF. MOLDED FILLER RECESSED 1/2" 1/4" RADIUS 3/8" TOOLED GROOVE 1" NOM. STL. PIPE HANDRAIL & SUPPORT POSTS PAINTED WHITE 1 MORTAR POSTS INTO VOID FORM it 1. W /NON - SHRINKING GROUT (E) ASPHALT CONC. & SUB GRADE Section @ Stair Center 2 #5 CONT. @ BOTTOM (E) UNDISTURBED SUBGRADE NOTE: SEE DETAIL 7 FOR BALANCE OF INFORMATION 1/2" ai 1,w 0If EXPANSION JOINT SCORE JOINT General Notes 1. ALL WORK IS NEW UNLESS INDICATED AS (E) EXISTING. 2. SLOPE OF RAMP NOT 10 EXCEED 1:12. SLOPE OF LEVEL LANDING NOT TO EXCEED 1/4" PER FOOT IN ANY DIRECTION. 3. RAMP EDGE CURBS SHALL BE CONTINUOUS ON BOTH SIDES, 2 3/4" ABOVE RAMP SURFACE. 4. RAMP & STAIR SURFACE SHALL BE SLIP - RESISTANT BROOM FINISH CONCRETE WITH ABRUPT CHANGES IN LEVEL NOT TO EXCEED 1/2". 5. RAMP & STAIR HANDRAILS SHALL BE CONTINUOUS ON BOTH SIDES, MOUNTED 34" ABOVE RAMP SURFACE OR STAIR NOSING. RETURN HANDRAILS TO POST OR WALL, TYP. 6. STAIR NOSINGS SHALL HAVE DETECTABLE WARNING STRIP ON EACH TREAD. STRIP SHALL BE 2 " WIDE, RED, & PLACED PARALLEL TO & NOT MORE THAN 1" FROM THE NOSE OF EACH STEP. Section @ Ram V 134 2 '7.5. 4 X 2 X 1/4 PAINTED RED FY & io W /SPDRTMART T.S.2X2X1 /4POST PAINTED WHITE 1" NOM. STEEL PIPE HANDRAIL PAINTED WHITE SEE DETAIL 4 ...STEEL PIPE HANDRAIL SUPPORT C0 EACH POST. SEE DETAIL 3 ■ Elevation Ram GUARDRAILING INFILL PANELS PAINTED WHITE, HORIZONTAL RODS TO INSIDE TYP. T.S. 2 X 2'X 1/4" FAINTED RED VERIFY COLOR W/SPORTPAART POST MORTARED INTO VOID FORM WITH NON - SHRINKING GROUT CONCRETE RAMP SEE DETAIL 1 N FOR REINFORCING 1/4" EXPANSION JOINT 1"4.1 H i.wwrw -- 1 2?i . -51-o" LFJi tJ V,t.f'• a. l' -q 'VIM AI4tP1a L.E.v ,. cat' -cr" East Ent Elevation • __... -.. 1 ...__..- __ .. - .-- ...,_ —.... .._ _......_..._ .....__ _.....__.__.. �.. .... �_--(6) rip l T4 .J1.1 eV:Af2 r SALES FLOOR WK ENTRY PLATFORM 11,�yrr 1 YDS1' cope- � Ab L, LIMIT 4rf. /I'JN.' Ro f =1 MAIL• I141. 1'O WAIL- Kam" AH177 Ktib&stiti474*Irrr, Li MI's cP Gof-t- , APPROVED AYA 1'. :3 PLANTER C 14. - AWAY! 1Y) 454 0" VISION' 4400 r993 z 'rj i': 4230 REGISTrR`ED . JICI4FTEC1: Wit1,: ;. . rpatNs Oral-F. OF WA: itNCT'JA` �l waEL%. 5 06 . V,I. P 7¢ 61-0" .7:14. 6' -6" ---� 8' -4` \L. RAMP DOWN LEVEL LANDiNd G�AteVPI i.y ! t 61AP 54,112 PARK G tozfekti4 tom. 8'-4 UN 1,5)6544c.ato ts*vic -rtor 1.4:4611,6N 66144,, 62, -8„ Ur( CF.1Unin.. , APR 1.' : Praltig COVER >: .+.,:i3$:�i v >°..'.., n.L/A1.li'�:.IiI.'J '.'".Y••!!°.�f:'f.:T �.: �:M .w�.•lM1: ., •t.s.:: C.1y.:.'<: ;.. ,. i:•A". ;','*:,:. ;.., ..: G +3.„ • jIII�IIIJIII�IIIIIIl!IIIJIl1I 0 'aTHS,NCH 111111111111 1l�II1�111IIl1:� "1111`1 3 4 e+:t�r 111111 wit 'tIt!r!II wit It I .II ll 11 1 011111 I twill 5 6 g k rj t Ifl�hllllf1 1111.1111 111 11.1 111111i 11111111 r 11111112 1 11 +* 19 t 10 11!11! Will I!III II; I1111111Z 1 !1111111l 1 111w11r: 1!r II ' ?loft: • if the .ixicrefi,i zd document is.-less-clear than this notice, it its due to the quality of the original doct;nent. oe 6Z 9f.'. LZ G(Z hZ CZ ZZ lZ 0? 61 91 Lt 9l St hl Et Zt it 01. 6 Bj L ; 9 1 1�11i111111111111 111r11+111h1111111111+1 111 1. 1+ 1+ 1!+ n�+ i�+ su++ �ut+ ln+ tln++ ltutl+ nllllltl ;!IIIII111111IIlllt�llf,lf !� ili� lli�llj! 'llli :1111 Ii f ! {Iltlllllill�l III ill�I I IIIII' +N I!1 !lillll I + .1111111111 ,; ,,, ,, 11, ,,. ,,, „ .1,,,,,,,, ,,,,,, � �. !!! !u!1!l1111► .111. .. , '��:Gvf(il/i T1w"llV rt9bTI�•..r ;4 :'. ■■••:us- .44y.i7g405444:. :•.l- dut3r.4;a4 v43404x;":1*° ran :'�",�,SY��£N..�„`.�.; °S�lf• >�e :�rui� .:..y �wA...oyuwt^r:tw9e"D3t�'tOJfr�r.: fv �`t Room Finish Schedule Hardware Groups BASE CEILING ROOM NO. 101 CEIL. HEIGHT REMARKS VESTIBULE 103 ELECTRICAL 104 PICK TICKET 105 TECH. CENTER 106 CASH • 107 ELECTRICAL 1 OFFICE A 1 1/2 PR. 4 112 "x4 1/2" BB BUTTS. LATCHSET, BOOB STOP B 1 1/2 PR. 4 1/2 "x4 1/2" BB BUTTS. LATCHSET, CLOSER C 112 PR. 4.1/2 "x4 1'2" RB.BUTTS, LATCHSET, SELF-CLOSER. DOOR STOP D 1 1 /2 PR. 4 1 /2"x4 1: 2" BB BUTTS. LOCKSET E 1 1 ,2 PR. 4 1'2 "x4 1'2" BB BUTTS. LOCKSET. DOOR STOP F 1 1.2 PR. 4 112 "x4 1/2" BB BUTTS. "MEDECO" LOCKSET. DOOR STOP G 1 1/2 PR. 4 1 /2 "x4 12" BB BUTTS. "MEDECO" LOCKSET, SELF- CLOSER, DOOR STOP H 1 1/2 PR. 4 1/2-x4 1'2" BB BUTTS. "MEDECO" LOCKSET :CLOSER, DOOR VIEWER. DOOR STOP J 1 1'2 PR. 4 1!2 "x4 112" BB BUTTS. PRIVACY 'LOCKSET. SIGN -MEN- OR -WOMEN'. DOOR STOP K 11/2 PR. 4 1/2 "x4 1/2' DB BUTTS. PUSHPLATE. PULL. SIGN "MEN' OR "WOMEN". CLOSER, DOOR STOP 1.. 1 1/2 PR. 4 1/2 "x4 1/2" BB BUTTS. DETEX PADDLE ALARM, SELF - CLOSER M 1 1'2 PR. 4 1/2 "x4 1/2" BB x NRP BUTTS. DETEX PADDLE ALARM (NO EXTERIOR DEVICE). WEATHERSTRIPPING. INTERLOCKING THRESHOLD N 3 PR. 4 1;2 "x4 1/2" BB x NRP BUTTS, DETEX.PADDLE ALARM (NO EXTERIOR DEVICE). WEATHERSTRIPPING. INTERLOCKING THRESHOLD, ASTRAGAL P 3 PR. 4 1/2 "x4 1 2" BB BUTTS. LATCHSET. SELF- CLOSERS. COORDINATOR. ASTRAGAL O PADLOCK R PADLOCK. DOORBELL S 1 PR. 4 1/2 "x4 1/2" BB BUTTS. PRIVACY LOCKSET. DOOR STOP CAMERA ` , . r SECURITY ,. GUNS MANAGER` Y CORRIDOR 207 • STAIR 301 STOCK ROOM 302 SKI STORAGE 303 ` •LOc KER Row' 3O4 305 . • CORRIDOR. 6 WOMEN • ' 307 .1MEN: 3'-' Xr-Oixi 3/4" b A FLUSH DOOR B FLUSH DOORS' C STAIN GRADE LOUVERED DOOR D " ELUASON EASY - SWING" DBL.- ACTING DOORS W/ 9 "x14" SAFETY WINDOWS, 18" H. JAMB GUARDS, 48" H. GALV. SHT. BASE PLATE E • OVERHEAD COILING DOOR F EXTRUDED, ANOD. ALUMINUM ELEC. DOORS VII/ ELEC. EYE, "BESAM" VISION PULSE SYSTEM (OR APP'D EQUAL) Wi THRESHOLDS, SECURITY HARDWARE, TEMP. SAFETY GLAZING, WEATHERSTRIPPING, GUIDE RAILS, & PROTECTIVE S.S. CART BARS 312 OFFICE OFFICE CORRIDOR G EXTRUDED, ANOD, ALUMINUM ELEC. DOORS W/ ELEC. EYE, "BESAM "Pol►J6ft. GLIM SYSTEM (OR APP'D EQUAL) .W/ . THRESHOLDS, SECURITY HARDWARE, TEMP. SAFETY GLAZING, WEATHERSTRIPPING 3'- 0 "x7- 0 "x1. Paint Notes Door Notes 1. EXIT DOORS AT STOREFRONT TO HAVE SIGN ON TRANSOM STATING "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" IN 1 " HIGH WHITE LETTERS ON A TRANSPARENT BACKGROUND. LOCKING DEVICE TO BE CF TYPE THAT IS READILY DISTINGUISHABLE AS LOCKED. 2. HAND - ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30 AND 44 INCHES ABOVE THE FLOOR. LATCHING AND LOCKING DOORS THAT ARE HAND - ACTIVATED.. AND WHICH ARE IN A PATH OF TRAVEL FOR HANDICAPPED, SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER -TYPE HARDWARE, PANIC BARS, PUSH - PULLS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS SHALL OPERATE, AS ABOVE, IN THE EGRESS DIRECTION, WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 3: MAXIMUM EFFORT TO OPERATE SHALL NOT EXCEED '8.5 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS, SUCH PUSH OR PULL BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND,AT'THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAYBE UTILIZED TO MEET THE ABOVE STANDARDS. MAXIMUM EFFORT TO OPERATE FIRE DOORS MAY INCREASED TO NOT EXCEED 15 POUNDS. 4. THE BOTTOM 10 INCHES OF ALL DOORS, EXCEPT AUTOMATIC AND SLIDING DOORS, SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY. A WHEELCHAIR FOOTREST WITHOUT CREAT!NG'A TRAP OR HAZARDOUS CONDITION. WHERE NARROW -FRAME DOORS APE USED, A TEN (10) INCH HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE. 5. THRESHOLDS SHALL NOT EXCEED 1/2 INCH IN HEIGHT, NOR SHALL VERTICAL SURFACES THEREON EXCEED 1/4 INCH. 6. BOTH SIDES OF DOORS SHALL BE FINISHED THE SAME, UNLESS OTHERWISE NOTED. LE1,'EL ONeRETE SLAB AS NECESSARY TO INSTALL VINYL COMP. TILE. et LE I t 'PAINT ALL EXPOSED PiPa , DUC,TWORK, CONDUIT & STRUCTURE AAOVESALES ARIA. DO NOT PAINT INSULATION 0 ROOF CARNET:_ „ TO 84 SUPPLIED 'INSTALLED BY CON” RACT014. RUBBER FLOORING TO BE "JOHNSONITE` AT 20 -1/8" CHARCOAL IW iAISED. CIRCULAR PATTERN. �. VfNV MP • to rO RE"'AI MST# ONG" #51911 ;CLASSIC WHITE OR "KENT- 07 1 1454► ABC, ARCTIC WHITE. E TOr "J41H NSO MTE ". B-48 -GREY. „.. .., TO 3� . ".oH SNITE" SERVICE WEIGHT ST -48 (3REY, Ui.i,E NOSE; ALA. TO HAVE "WWLSON LAMINATE FACE WITHP SL.e�T�I'. AI�"i'” L),354 6 I..ASTiC. SLA`t` INStRT6,TO`I' I'A"iCi; MITER ALL CORNERS •1 .ERAMId "BILE TO BE "+SAL- TILE" 6k-ii MOTTLED WITH BULLNOSE C#ER5:. HAVIM.L.IGHT SPRAY AND KNOCKDOWN TEX'i~IJRE. 1 • PAINT COLUMNS, WALL SURFACES, HOLLOW METAL DOORS, HOLLOW METAL FRAMES & ALL EXPOSED STRUCTURE, PIPES, DUCTWORK, Era DO NOT PAINT ROOF INSULATION. • WOOD DOORS TO HAVE NATURAL TRANSPARENT FINISH. • PAINT WALL SURFACES AND CEILINGS. • WOOD` DOORS TO HAVE NATURAL, TRANSPARENT FINISH. • PAINT WALL SURFACES, COLUMNS AND CEILINGS. • WOOD DOORS TO HAVE NATURAL TRANSPARENT FINISH. ,• . PAINT CEILINGS • PAINT WALL SURFACES AND EXPOSED STRUCTURE • WOOD DOORS TO HAVE NATURAL TRANSPARENT FINISH.. • PAINT WALL SURFACES ' • WOOD DOORS TO HAVE NATURAL TRANSPARENT FINISH. 7. UNLESS OBVIOUSLY SHOWN OTHERWISE, DOORS NOT LOCATED BY DIMENSION SHALL BE LOCATED 4" FROM FINISH WALL TO EDGE OF DOOR BUCK. ALL LEGAL EXITS SHALL BF PROVIDED WITH EXIT SIGNS HAVING 6" LETTERS WITH 3/4" STROKES IN-CONTRASTING COLORS. 3$ OP x7r /► ex1 3/4" r °ii • AVM • 46- Jpig NM mum i grairme NICSAMIA parewiQ MOW,. iffr imurat tiAid AIME Amore 311110tid ARM war ragrogie re,6441 3111PkW amrstaft pagram Zee 3111Mig HOW. FIRE GROUP RATING 3'- O"x7' -0 "x1314»: 0`-0"x 10%4„ 9. HARDWARE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROPER HARDWARE, INCLUDING BACKSETS, STRIKES, ETC. 10, SYMBOLS ON THE DOORWAYS LEADING TO SANITARY FACILITIES MUST BE ADDED TO IDENTIFY MENS' AND WOMENS' FACILITIES --AN EQUILATERAL TRIANGLE 1/4 INCH THICK WITH EDGES 1,2 INCHES LONG AND VERTEX POINTING UPWARD AT THE MENS' AND A' CIRCLE 1/4 INCH THICK AND 12 INCHES IN DIAMETER AT THE WOMENS', EACHCENTEREA ON THE DOOR 60 INCHES ABOVE THE FLOOR IN A CONTRASTING COLOR. s 10 t - rt • srft ''. 1111111111;11 1111111111111111111111 0 'e THS mmeb 1 2 1 Cr 111111111;II�ILi�IIlri r 'lir 11/11111 !purl twill I lit 111. Ili 3 OC 6Z ee L. 9z sz Vz CE zz (111liil!! ail!{ Illlilf) JI!! IIIII111iIIIIIIIIIIIII� !I1f111111fiilfi�u.JU►!!!!!111 4 5 6.., 7 _ _ 3_ , •NOTE, if the Microfilmed document is leas cleric than this notice, it is due to the quality of the original document. le oz 61 91 LL 91 St 71 £l ZL 11 01. 6 g+ L i► IIlit hlilill LIIIIII1I111,111I111IIIi11;p,,j �0{il!!Illili111111!1N1111 1 111111! 11,111!1 1!IIII1,N111!4.1,, 1i1!II�III 11)111 it '' 1 I I (iI��I,J 1)11111 1111 1.11. 1111 IIii1111111 (1111111iIIII1111111111111 II 10 11 •.,•Em 12 L w� p IIII {111(1! lit{ IIIIIiIIli1111Il 'Ili1111l1111II111I1i11111111 MASONRY OR CONCRETE WALL 3 5/8" 20GA. METAL STUDS @ 1ilm40.C. ... 5 /8" G'YP2 16 Furred Wall Detail 3"=1.-0" IS \. ■ \3 ! iiii f MASONRY OR CONCRETE WALL 3 5/8" 20GA. METAL STUDS @ 1ilm40.C. ... 5 /8" G'YP2 16 Furred Wall Detail 3"=1.-0" Furred Wall Detail MASONRY OR CONCRETE WALL 2 1/2" 20 GA. METAL STUDS @ 16"0.C.. 5/8" GYP. BD. 3 " =1' -0" A. ENTRANCE 8. MEN C. WOMEN 4" F-- 12" INTERNATIONAL SYMBOL OF ACCESSIBILITY PER ,( Dok • `. FIGURE SHALL BE' WHITE. BACKGROUND SHALL BE BLUE EQUAL TO COLOR NO. 15090 IN FEDERAL STANDARD 5959. MOUNT AT 18" A.F.F. ON DOORWAYS LEADING TO MEN'S SANITARY FACILITIES, PROVIDE A 1/4" THICK, EQUILATERAL TRIANGLE WITH EDGES 12" LONG AND VERTEX POINTING UPWARD. SYMBOL SHALL BE CENTERED ON DOOR 60" ABOVE FLOOR AND BE DISTINCTLY DIFFERENT FROM DOOR IN COLOR AND CONTRAST ON DOORWAYS LEADING TO WOMEN'S SANITARY FACILITIES, PROVIDE A 1/4" THICK, 12" DIAMETER CIRCLE. SYMBOL SHALL BE CENTERED ON DOOR 60" ABOVE FLOOR AND BE DISTINCTLY DIFFERENT FROM DOOR IN COLOR AND CONTRAST Handicap Accessibility Symbols NO SCALE #12 GA. HANGERS ATTACHED TO THE GRID WITHIN 3" OF EACH CORNER OF EACH FIXTURE. SUPPLIED BY CEILING SYSTEM INSTALLER -r #12 GA. STEEL WIRE ATTACHED TO LIGHT FIXTURE AT OPPOSITE DIAGONAL CORNERS TYP. " 'FLUORESCENT LIGHT FIXTURES IN SUSPENDED "T" GRID SYSTEM PER REFLECTED CEILING PLAN. • 4 EARTHQUAKE CLIPS, 2 AT EACH END OF LIGHT FIXTURE Column Wrap Plan 5/8" GYP. BD. ON 3 5/8" METAL STUDS @ 16" o.c. DBL. 3 5/8" x 20 GA. STL. JOISTS ABOVE OPENING 2 x WOOD NAILER 1 1/2" x 5 1/8" PAINTED OAK FRAME 3/4" x 3/4" PAINTED OAK STOP 1/4" ONE -WAY GLASS 2 1/2" METAL STUDS, TIGHT TO WOOD COLUMN • 3/4" x 2 1/2" PAINTED OAK TRIM (E) WOOD COLUMN kto 5/8" GYP. BD. ON 3 5/8" METAL STUDS @ 16" o.c. NO. 12 GA. VERTICAL HANGER @ 4' -0" O.C. SEISMIC COMPRESSION POSTS (STRUTS) PER UBC STANDARD 47-1812C E---- 4-NO. 12 GA. WIRES SECURED WITHIN 2" OF CROSS RUNNER INTERSECTION AND SPLAYED 90' FROM EACH OTHER @ 456 MAX. ANGLE FROM PLANE OF CEILING, MAXIMUM SPACING @ 12' -0" O.C. IN EACH DIRECTION OR PER 144 SQ. FT. SECURE TO STRUCTURE ABOVE LAY -IN ACOUSTICAL PANEL NOTES: 1. PROVIDE LATERAL BRACING AS REQUIRED BY PERTINENT CODES & REGULATIONS. 2. SUPPORT OF LIGHTING FIXTURES TO CEILING SYSTEM SHALL ALSO BE LATERALLY BRACED PER UBC STANDARD 47-1811A Lr-- I< • P. . kRA+p. 5/8" GYP. BD. COLUMN WRAP—TAPED & SANDED "WILSONART DESIGN WHITE #D354 -6 LAMINATE WITH MATCHING SLATS & MITERED CORNERS TELEPHONE MOUNTING- PLATE—SEE ELEC. FOR LOCATIONS MIRROR W/ BUTT JOINTS AT cof r\5 4 STPJNJLF.. »1Cz,LE. TFNIH Al TOP 4 5OT'fOM- DUPLEX OUTLET RECESSED INTO ENCLOSURE,SEE ELEC. FOR LOCATIONS CARPET W/ VINYL EDGE TRIM Office Window Detail 3 5/8" NO. 20 GA. BRACES @ 45° @ 8' -0" O.C. ATTACH TO STRUCTURE ABOVE OR RUN WALL TO STRUCTURE 14' HIGH MAX. SUSPENDED CEILING WHERE OCCURS 3 5/8" METAL STUDS @ 16" GC. 5/8" GYP. BOARD POWDER DRIVEN ANCHORS @ 36" O,C. FOR FINISH FLOOR SEE SCHEDULE CONCRETE SLAB OR MEZZ. FLOOR STRUCTURE. Typical Wail Section T 1 \�E---- ---- ---~ --- STRUCTURE 3 "_1 ' -0" 1/2" CDX PLYWOOD TO 16' A.F.F. @ STOCKROOM SUSPENDED CEILING WHERE OCCURS -• 3 5/8" METAL STUDS @ 16" O.C. (6" STUDS IF OVER 14' -0" HIGH) 5 /8" GYP. 60. INSULATION WHERE OCCURS POWDER DRIVEN ANCHORS @ 36" O,C. 11-1--- FOR FINISH FLOOR SEE . SCHEDULE \\\ CONCRETE SLAB 4� ca 4 4 O EXISTING CONCRETE TILT -UP WALL 3" POWDER DRIVEN FASTENERS @ 16" O.C. @ TOP AND BOTTOM TRACKS 5/8" GYP. BD. ON 4" 20 GA. METAL STUDS FLUSH WALL TO WAREHOUSE SIDE FLOOR SLAB OR CONCRETE TILT -UP WALL AT BOTTOM OF OPENING Wall Infill i54- MIN 60" MIN 30' MIN 30' M1r4 30" MIN r ile ______ 42• MIN 41 36" MIN ,, 4 36' MAX 18" 24' MIN 0 0 0 0 2 1 112"7.1%.0" 0 (D TOILET PAPER DISPENSER—BOBRICK B -685 V HC GRAB BARS W; 250 LB. CAPACITY—BOBRICK B -6106 ® SANITARY NAPKIN DISPOSER (AT WOMEN'S ONLY)—BOBRICK B -270 0 MIRROR --- BOBRICK a -292 2430 SOAP DISPENSER— BOBRICK B -112 RECESSED PAPER TOWEL DISP. & WASTE RECEPTACLE—BOBRICK 8-3544 i-11) OR."( Standard Toilet Elevations 1/4"=V-0" 2" WIDE CONTRASTING COLOR WARNING STRIP-- - MAX. 1" FROM NOSING AT TOP TREAD 1 1/2" DIA. HANDRAIL— RETURN ENDS TO WALL 14C.00 STAIR W/ VINYL TREADS M WARNING STRIP AT BOTTOM TREAD—SEE NOTE ABOVE 1 1" 12" Stair Section tanialni Column Wrap Elevation WOOD MOUNTING- PLATE. -- 2" LARGER ALL AROUND THAN PHONE x SAME DEPTH AS MIRROR—MOUNT FLUSH IN MIRROR DRILL 1/2" DIA. HOLE THRU DRYWALL & MOUNTING - \PLATE FOR PHOM LINE MIRROR SCREW PHONE PLATE TO WOOD MOUNTING -PLATE SCREW WOOD MOUNTING - PLATE TO DRYWALL Telephone Mounting -plate 3 "=l' -0" 1 4 '7 rTh • r Sited Channe Detail I for 6i 2 *' c; c. )(.16i. 4- x ICv ice% 1 s/8' 1 G4. R.C4.1.. 2.";< 4%..044/1 LA& Iwo E4a4 4)416 1 1 /2 "=l'.0" Mr, IgxF PerlAwr2 15r 5 /tax 22'/i>i C�I.l1 -L�,M OEAM 171 - b" %a i.e. ; / P1.Ar FLAt �1rI" ,4&, F 4A E 4 \\\_. i/2' r4gtu(: i4 eaT 14/ %JA $4 C i /z' u 5N LaMG LA[o 1" N•tri ad-LAM a el4P Or m c14)J.. IIi) 2' x tAN&LE :15' d' G f/ • c L zAi I. 1)(ruee AFI` • • iyr, ELM CCV •....... .41-:. -• .—_- . awwwWw ,.-.6 • w I�!�%'�, OLIO -LANf A r ;car I'1,'3. W T- Fu-r 1/2* T ii 1C T A rLi%1 /2`x31. LNG LAS • gt'o ail-LAM 5.10 or ma. cautzt. Kai) \-- ex e ANi&L 15' -3' Channel Detail • 112nr-V -0' 1 1/2" 1 1/2" SLATWALL W/ MITERED CORNERS AVER GYP. BD. TYP. OF FOUR EXTERIOR SIDES r -�-- -- WALL-MOUNTED * FLOURESCENT FIXTURE 1'2'0.0, FLIP!, METAL HANDRAIL GYP. BD. INTERIOR WALL SURFACES • PAINTED, GYP. BD ON 2x WOOD STUDS . WHITEPJASTIC "EGG CRATE" CEILING IN 1'HI1"E METAL TEE GRID SYSTEM 4230 I1 ;GI STEM; 1 EpT h� 8R£!J'f tde.i NS TATS OF WASHINGTON 3/4" PROVIDE ADEQUATE BLOCKING IN WALL NOTE: HANDRAIL & SUPPORTS TO WITHSTAND APPLICATION OF 250 LB -FT x r-o OPENING WALL MIRROR W/ HINGED SIDES PROVIDED AND INSTALLED BY G:C 4" VINYL BASE ; THROUGHOUT ii INTERIOR BY G.C. NEW CARPET (BY OTHERS) INCLUDING 1<'-0" HIGH EX"T"ERIOR BASE W/ VINYL EDGE TRIM (APPLIED OVER GYP. BD. BY G.G.) +L0L11:1 :1ED WOOD DOOR AND FRAME NOTE: HEIGHT OF CLAN HOOKS SHALL HOT BE GREATER AN 48" ':ABOVE FLOOR PECFNED MY OF TUM II.A APR 11 BO Handrail Section HALF SCALE Fitting Room IIIIIl IIII; IIIIIIII IIIIIIIIIIIIIII 11p111111IIlIIIl1lll('I1.I{III 1 III 111[11111 Will i 111111 I III 11111 '1111111111 4 5 6 ? 8 I{t]'T8a if the i crofi1txed docuie,tt is leas clear than .. leer an this notice, it is due to the quality of the 'original doct:rient . 6Z 8e Gz 9C GU +7Z 'eZ E IIIIl I111l IIl IIIIII' IIII{ IIIIIIIIiIi! I11I1111III !III!Ifi1111I H!ik, IL i � IIIIIII111111 1) 1111111111111111(1II'1I1111 11 wcuNKR 12 tZ 0? 6t et Lt 9t St ht et Zt a OI, 6 8 �j111Il mIi; IJ1 1(111I{L1lIIlllll�!!IIIi!!}LJii ICJ, IJIJIII_ III i!!I!IIIlilflliiiLiillJllllIIfU Ilf.I I!II II{ i. 11111IIII11 lI!IiIIIfIIIIIIIII!i {IIII!III h e z t WW 0 !IfII!llt ii1i 111l11!iI!i iJI!IIIlIIlI!IIf IIII!I I Furred Wall Detail MASONRY OR CONCRETE WALL 2 1/2" 20 GA. METAL STUDS @ 16"0.C.. 5/8" GYP. BD. 3 " =1' -0" A. ENTRANCE 8. MEN C. WOMEN 4" F-- 12" INTERNATIONAL SYMBOL OF ACCESSIBILITY PER ,( Dok • `. FIGURE SHALL BE' WHITE. BACKGROUND SHALL BE BLUE EQUAL TO COLOR NO. 15090 IN FEDERAL STANDARD 5959. MOUNT AT 18" A.F.F. ON DOORWAYS LEADING TO MEN'S SANITARY FACILITIES, PROVIDE A 1/4" THICK, EQUILATERAL TRIANGLE WITH EDGES 12" LONG AND VERTEX POINTING UPWARD. SYMBOL SHALL BE CENTERED ON DOOR 60" ABOVE FLOOR AND BE DISTINCTLY DIFFERENT FROM DOOR IN COLOR AND CONTRAST ON DOORWAYS LEADING TO WOMEN'S SANITARY FACILITIES, PROVIDE A 1/4" THICK, 12" DIAMETER CIRCLE. SYMBOL SHALL BE CENTERED ON DOOR 60" ABOVE FLOOR AND BE DISTINCTLY DIFFERENT FROM DOOR IN COLOR AND CONTRAST Handicap Accessibility Symbols NO SCALE #12 GA. HANGERS ATTACHED TO THE GRID WITHIN 3" OF EACH CORNER OF EACH FIXTURE. SUPPLIED BY CEILING SYSTEM INSTALLER -r #12 GA. STEEL WIRE ATTACHED TO LIGHT FIXTURE AT OPPOSITE DIAGONAL CORNERS TYP. " 'FLUORESCENT LIGHT FIXTURES IN SUSPENDED "T" GRID SYSTEM PER REFLECTED CEILING PLAN. • 4 EARTHQUAKE CLIPS, 2 AT EACH END OF LIGHT FIXTURE Column Wrap Plan 5/8" GYP. BD. ON 3 5/8" METAL STUDS @ 16" o.c. DBL. 3 5/8" x 20 GA. STL. JOISTS ABOVE OPENING 2 x WOOD NAILER 1 1/2" x 5 1/8" PAINTED OAK FRAME 3/4" x 3/4" PAINTED OAK STOP 1/4" ONE -WAY GLASS 2 1/2" METAL STUDS, TIGHT TO WOOD COLUMN • 3/4" x 2 1/2" PAINTED OAK TRIM (E) WOOD COLUMN kto 5/8" GYP. BD. ON 3 5/8" METAL STUDS @ 16" o.c. NO. 12 GA. VERTICAL HANGER @ 4' -0" O.C. SEISMIC COMPRESSION POSTS (STRUTS) PER UBC STANDARD 47-1812C E---- 4-NO. 12 GA. WIRES SECURED WITHIN 2" OF CROSS RUNNER INTERSECTION AND SPLAYED 90' FROM EACH OTHER @ 456 MAX. ANGLE FROM PLANE OF CEILING, MAXIMUM SPACING @ 12' -0" O.C. IN EACH DIRECTION OR PER 144 SQ. FT. SECURE TO STRUCTURE ABOVE LAY -IN ACOUSTICAL PANEL NOTES: 1. PROVIDE LATERAL BRACING AS REQUIRED BY PERTINENT CODES & REGULATIONS. 2. SUPPORT OF LIGHTING FIXTURES TO CEILING SYSTEM SHALL ALSO BE LATERALLY BRACED PER UBC STANDARD 47-1811A Lr-- I< • P. . kRA+p. 5/8" GYP. BD. COLUMN WRAP—TAPED & SANDED "WILSONART DESIGN WHITE #D354 -6 LAMINATE WITH MATCHING SLATS & MITERED CORNERS TELEPHONE MOUNTING- PLATE—SEE ELEC. FOR LOCATIONS MIRROR W/ BUTT JOINTS AT cof r\5 4 STPJNJLF.. »1Cz,LE. TFNIH Al TOP 4 5OT'fOM- DUPLEX OUTLET RECESSED INTO ENCLOSURE,SEE ELEC. FOR LOCATIONS CARPET W/ VINYL EDGE TRIM Office Window Detail 3 5/8" NO. 20 GA. BRACES @ 45° @ 8' -0" O.C. ATTACH TO STRUCTURE ABOVE OR RUN WALL TO STRUCTURE 14' HIGH MAX. SUSPENDED CEILING WHERE OCCURS 3 5/8" METAL STUDS @ 16" GC. 5/8" GYP. BOARD POWDER DRIVEN ANCHORS @ 36" O,C. FOR FINISH FLOOR SEE SCHEDULE CONCRETE SLAB OR MEZZ. FLOOR STRUCTURE. Typical Wail Section T 1 \�E---- ---- ---~ --- STRUCTURE 3 "_1 ' -0" 1/2" CDX PLYWOOD TO 16' A.F.F. @ STOCKROOM SUSPENDED CEILING WHERE OCCURS -• 3 5/8" METAL STUDS @ 16" O.C. (6" STUDS IF OVER 14' -0" HIGH) 5 /8" GYP. 60. INSULATION WHERE OCCURS POWDER DRIVEN ANCHORS @ 36" O,C. 11-1--- FOR FINISH FLOOR SEE . SCHEDULE \\\ CONCRETE SLAB 4� ca 4 4 O EXISTING CONCRETE TILT -UP WALL 3" POWDER DRIVEN FASTENERS @ 16" O.C. @ TOP AND BOTTOM TRACKS 5/8" GYP. BD. ON 4" 20 GA. METAL STUDS FLUSH WALL TO WAREHOUSE SIDE FLOOR SLAB OR CONCRETE TILT -UP WALL AT BOTTOM OF OPENING Wall Infill i54- MIN 60" MIN 30' MIN 30' M1r4 30" MIN r ile ______ 42• MIN 41 36" MIN ,, 4 36' MAX 18" 24' MIN 0 0 0 0 2 1 112"7.1%.0" 0 (D TOILET PAPER DISPENSER—BOBRICK B -685 V HC GRAB BARS W; 250 LB. CAPACITY—BOBRICK B -6106 ® SANITARY NAPKIN DISPOSER (AT WOMEN'S ONLY)—BOBRICK B -270 0 MIRROR --- BOBRICK a -292 2430 SOAP DISPENSER— BOBRICK B -112 RECESSED PAPER TOWEL DISP. & WASTE RECEPTACLE—BOBRICK 8-3544 i-11) OR."( Standard Toilet Elevations 1/4"=V-0" 2" WIDE CONTRASTING COLOR WARNING STRIP-- - MAX. 1" FROM NOSING AT TOP TREAD 1 1/2" DIA. HANDRAIL— RETURN ENDS TO WALL 14C.00 STAIR W/ VINYL TREADS M WARNING STRIP AT BOTTOM TREAD—SEE NOTE ABOVE 1 1" 12" Stair Section tanialni Column Wrap Elevation WOOD MOUNTING- PLATE. -- 2" LARGER ALL AROUND THAN PHONE x SAME DEPTH AS MIRROR—MOUNT FLUSH IN MIRROR DRILL 1/2" DIA. HOLE THRU DRYWALL & MOUNTING - \PLATE FOR PHOM LINE MIRROR SCREW PHONE PLATE TO WOOD MOUNTING -PLATE SCREW WOOD MOUNTING - PLATE TO DRYWALL Telephone Mounting -plate 3 "=l' -0" 1 4 '7 rTh • r Sited Channe Detail I for 6i 2 *' c; c. )(.16i. 4- x ICv ice% 1 s/8' 1 G4. R.C4.1.. 2.";< 4%..044/1 LA& Iwo E4a4 4)416 1 1 /2 "=l'.0" Mr, IgxF PerlAwr2 15r 5 /tax 22'/i>i C�I.l1 -L�,M OEAM 171 - b" %a i.e. ; / P1.Ar FLAt �1rI" ,4&, F 4A E 4 \\\_. i/2' r4gtu(: i4 eaT 14/ %JA $4 C i /z' u 5N LaMG LA[o 1" N•tri ad-LAM a el4P Or m c14)J.. IIi) 2' x tAN&LE :15' d' G f/ • c L zAi I. 1)(ruee AFI` • • iyr, ELM CCV •....... .41-:. -• .—_- . awwwWw ,.-.6 • w I�!�%'�, OLIO -LANf A r ;car I'1,'3. W T- Fu-r 1/2* T ii 1C T A rLi%1 /2`x31. LNG LAS • gt'o ail-LAM 5.10 or ma. cautzt. Kai) \-- ex e ANi&L 15' -3' Channel Detail • 112nr-V -0' 1 1/2" 1 1/2" SLATWALL W/ MITERED CORNERS AVER GYP. BD. TYP. OF FOUR EXTERIOR SIDES r -�-- -- WALL-MOUNTED * FLOURESCENT FIXTURE 1'2'0.0, FLIP!, METAL HANDRAIL GYP. BD. INTERIOR WALL SURFACES • PAINTED, GYP. BD ON 2x WOOD STUDS . WHITEPJASTIC "EGG CRATE" CEILING IN 1'HI1"E METAL TEE GRID SYSTEM 4230 I1 ;GI STEM; 1 EpT h� 8R£!J'f tde.i NS TATS OF WASHINGTON 3/4" PROVIDE ADEQUATE BLOCKING IN WALL NOTE: HANDRAIL & SUPPORTS TO WITHSTAND APPLICATION OF 250 LB -FT x r-o OPENING WALL MIRROR W/ HINGED SIDES PROVIDED AND INSTALLED BY G:C 4" VINYL BASE ; THROUGHOUT ii INTERIOR BY G.C. NEW CARPET (BY OTHERS) INCLUDING 1<'-0" HIGH EX"T"ERIOR BASE W/ VINYL EDGE TRIM (APPLIED OVER GYP. BD. BY G.G.) +L0L11:1 :1ED WOOD DOOR AND FRAME NOTE: HEIGHT OF CLAN HOOKS SHALL HOT BE GREATER AN 48" ':ABOVE FLOOR PECFNED MY OF TUM II.A APR 11 BO Handrail Section HALF SCALE Fitting Room IIIIIl IIII; IIIIIIII IIIIIIIIIIIIIII 11p111111IIlIIIl1lll('I1.I{III 1 III 111[11111 Will i 111111 I III 11111 '1111111111 4 5 6 ? 8 I{t]'T8a if the i crofi1txed docuie,tt is leas clear than .. leer an this notice, it is due to the quality of the 'original doct:rient . 6Z 8e Gz 9C GU +7Z 'eZ E IIIIl I111l IIl IIIIII' IIII{ IIIIIIIIiIi! I11I1111III !III!Ifi1111I H!ik, IL i � IIIIIII111111 1) 1111111111111111(1II'1I1111 11 wcuNKR 12 tZ 0? 6t et Lt 9t St ht et Zt a OI, 6 8 �j111Il mIi; IJ1 1(111I{L1lIIlllll�!!IIIi!!}LJii ICJ, IJIJIII_ III i!!I!IIIlilflliiiLiillJllllIIfU Ilf.I I!II II{ i. 11111IIII11 lI!IiIIIfIIIIIIIII!i {IIII!III h e z t WW 0 !IfII!llt ii1i 111l11!iI!i iJI!IIIlIIlI!IIf IIII!I ' 3 5/8" x 20 GA. METAL STUDS @ 16" O.C. W/ 20 GA. TOP & BOTTOM TRACK. ATTACHED W/ # 12 x 1 1/2" LONG DRYWALL SCREWS @ 3' -0" O.C. TYP, @ MEZZANINE — 3/4" T &G PLYWOOD SUBFLOOR ATTACH W/ # 12 x 1 1/2" LONG DRYWALL SCREWS @ 12" O.C. EDGES & FIELD C6x 14GA. METAL JOISTS Connection @ Floor Joists CODE: ' 1"91 UNIFORM BUILDING CODE. LIVE LOADING PER UBC SECTION 23 PART I a TABLE 23 -A, 50PSF, LATERAL LOADING PER UBC SECTION 23 PART III at TABLE 23.0, SEISMIC ZONE 4, Rw • 6. STEEL: STEEL BEAMS AND BASE PLATES TO BE A38 STEEL Fy • 36KSI. STEEL TUBE COLUMNS TO BE A500 STEEL Fy .. 46KS . CONCRETE: Pc • 2500PSI, REBAR • Fy 40KSI. MINIMUM COVER FOR ALL REINFORCING 3 ". ALLOWABLE SOIL BEARING PRESSURE a 1000PSF. arm 001,4 ; g WOO OF 11.4113 WELDING: WELDING ELECTRODES E70XX (70KSI), ALL WELDING TO BE PERFORMED BY WABO CERTIFIED WELDERS. SPECIAL INSPECTION PER UBC SECTION 306 TO BE PROVIDED FOR'ALL WELDING. PLYWOOD: FLOOR : 3/4" T &G, GRADE C•:.t STRUCTURAL II, SPAN RATING 40120. WALLS: 1/2", GRADE C -D STRUCTURAL H. METAL JOISTS & STUDS: , FLOOR JOISTS 14 GA., Fyx5O ksl, Fb•30 KSI, Ix •4.051 IN "4, Sx•1.3471N "3, Rx =2.317 IN , A950.757 IN "2, AND An =0.650 IN "2 MINIMUM. WALL STUDS: 3 5/8 IN. x 20 GA., Fy •33kS1, Fb•19.80KSf, lx•0,528 IN "4, Sx •0.282 IN "3, Rx•1.454 IN, Ag =0.252 IN "2, AND Ana0..162 IN 42 MINIMUM. ALL SCREWS MINIMUM 20 GA. x LENGTH INDICATED. IF NOT INDICATED PROVIDE 3/8" PENETRATION MINIMUM. JOI51' PUNCHOUTS NEED TO BE POSITIONED AWAY FROM BEARING POINTS & POINTS OF CONCENTRATED LOADS. RIM JOIST/TRACK MUST BE INSTALLED AT THE ENDS OF ALL JOISTS. COMPRESSION FLANGES SHALT. HAVE LATERAL SUPPORT TO RESTRAIN ROTATION. BRACES SHALL BE ATTACHED AT TOP AND BOTTOM FLANGES AT INTERVALS NOT GREATER THAN 1/4 OF THE SPAN LENGTH. PROVIDE BLOCKING AT SHEAR WALL PANEL EDGES. . POWDER DRIVEN ANCHORS TO HAVE 0.145" 0 SHANK WITH 1" PENETRATION AND ALLOWABLE SHEAR STRENGTH OF 901 MINIMUM. EXIST. 8" MASONRY WALL EXIST.#4 SLAB DOWELS @ 18" O.C.. RETAIN OR REDOWEL NEW 5" CONC. SLAB W/ 6x6 #10 WWM NEW #4 BAR 18" LONG, EPDXY DOWEL 4" INTO EXIST. SLAB. PROVIDE DOWELS @ 32" O.C. 3 - #4 BARS @16" O.C. CONT. IN STEM WALL HORZ. #5 BAR @ 04" O.G. VERT. NEW CONC. STEM WALL & FTC. f'c = 2500 psi EXIST. 8" MASONRY WALL GROUTED SOLID UNDER SLAB 3/16" #5 BAR @ 32" O.C. VERT. 2 - #4 0 0" O.C. CONT. IN BOTTOM OF FOOTING #4 BAR 16" LONG EPDXIED INTO EXIST. FTG. @ 18" O.C. 3/4" T & G PLYWD. ON C6x 14 GA. FLR. JOIST@ 12" O.C. 3 5/8" x 20 GA. MTL. STUDS W/ 20 GA. TRACK @ 16" O.C. TYP. 2" LONG POWDER DRIVEN FASTENERS AT 36" O.C. MAX. TYP. AT MEZZ. W6x16 STEEL BEAM 4" x 8" x 3/8" STL. PLATE 4" x 4" x 3/16" STL. TUBE COLUMN HANG JO ►'STS W/ 12 GA. BRIDLE HANGERS WELDED TO FLANGE OF STEEL BEAM @ 16" O.C. EXIST. 6 "± CONC. SLAE3 POWDER DRIVEN ANCHORS @ 10" O.C. FOR SHEARWALL 'B' AND 16" O.C. FOR SHEARWALL 'A' NEW FOOTING LEVEL WITH EXISTING SLAB, FINISH SMOOTH AND PREPARE FOR FLOORING SEE PLANS 18" x 18" 2500 PSI CONCRETE FOOTING ON 4" DEEP BED OF COMPACTED 3/4" MIXED FILL ON UNDISTURBED EARTH NEW CONC. FOOTING W/ #3 REBAR @ 12" O.C. EA. WAY Footing @ Mezzanine Wails NOTE: WELD WALL STUD TO 4 x 4 COLUMN WITH .0346" FLARED BEVEL WELD 4" LONG @ 24" O.C. FOR MEZZANINE SHEAR TRANSFER INTO SHEAR WALLS e- 3 5/8" x 20 GA. METAL STUDS @16 "O.C.W /20 GA. TOP & BOTTOM TRACK. ATTACH TRACK TO PLYWOD W/ # 12 :.. x 1 1/2" LONG DRYWALL I- SCREWS @ 3' -0" O.C. TYP. Connection @ Shearwall 3/4" PLYWOOD SUBFLOOR ATTACH W/ # 12 x 1 1!2" LONG DRYWALL SCREWS @ 12" O.C. EDGES & FIELD 3 5/8" x 20 GA. METAL STUDS @ 16" O.C. N/ 20 GA. TOP & BOTTOM TRACK, ATTACH FLOOR JOISTS TO SHEARWALL TOP TRACK AT EACH STUD W/ # 6 x 1" LONG DRYWALL SCREWS, TYPICAL AT SHEARWALLS C6x 14GA. METAL JOISTS 3" =1 i + ®.1 DOUBLE•UP JOISTS AT ALL LOCATIONS WITH WALLS ABOVE Framing PIan Section @ Shearwall 35/8 "x20 GA. METAL STUDS @ 16' O.C. 1/2 CD STRUCTURAL II PLYWOOD ATTACH W/ #fix 1" LONG SCREWS @ 12" O.C. EDGES & FIELD 5/8" GYP. BOARD ATTACH X111/ #6 SCREWS 0 12°' O.C. TYP. ALL WALLS POWDER DRIVEN ANCHORS @ 10 Q 0.. FOR FINISH FLOOR SEE SCHEDULE CONCRETE SLAB 3"=11-0" • --- 1/2 CD STRUCTURAL II PLYWOOD ATTACH W/ #6 x 1" LONG SCREWS @ 12" U.C. EDGES & FIELD 5/8" GYP. BOARD ATTACH W/ t3 SCREWS rr 12" O.C. TYP. ALL WALLS 4 gessk • massima -- two ri N1%1%4,4 '44 rtk41/4 r"4,00 is cc 0,4 ff4 I wi x. WY OF rul f 3 • 5/8" GYP. BD. ON 6" x 20 GA METAL STUDS @ 16" O.C. ATTACK BTM. TRACK W/ POWDER DRIVEN ANCHORS @ 10" O.C. SHEAR WALL 'B' EXIST. 6 "± CONC. SLAB NEW T.S. 4x4, WELD TO PLATE - FIBERBOARD EXPANSION JOINT SIMPSON MTT28B W/ 3/4" O x 12" ANCHOR BOLT NEW FOOTING LEVEL WITH EXISTING SLAB, FINISH SMOOTH AND PREPARE FOR FLOORING SEE PLANS 3/16" 8" x 8" x 1/4" STL. PL. WITH (4) 6" STUDS WELDED TO BOTTOM ASTINTO NEW FOOTING 5/r GYP. BD. WI* 6 DRYWALL SCREWS "@ 16" 0.C. ON 35/8 "x20 GA. MTh STUDS @ 16" 0,C; TYP. vz' ii,JCOPLAYIlarr ON 3/4" T&G PLYWD. W/ # 12 DRYWALL SCREWS .12" 0.C. TYP. EDGES & FIELD C6xf4 GA. JOISTS @ 12" O.C. ,. HANG. FROM BEAM WI 12 GA. BRIDLE HANGERS WELDED TO BEAM FLANGE SEE DETAIL;; W6x16 STEEL SEAM 18" x 18" 2500 PSI CONCRETE FOOTING ON 4" DEEP BED OF COMPACTED 3/4" MIXED FILL ON UNDISTURBED EARTH NEW CONC. FOOTING W/ #3 REBAR @ 12" O.C. EA. WAY 4O: Footing @ Mezzanine Walls .6/8" GYP. BD. ON WALLS, CEILINGS W/ 1/2 CD STRUCTURAL 31 PLYWD. B. EH ND GYP. L3D. COLUMN, FURR AS REQ'D. TO FLUSH OUT @ FACE OF +COL. '�-- EXISTING. & MASONRY WALL POWDER DRIVEN AN OR5. @ 3H" O.G. HORZ • Jliii Illljliilllill,IlillI'I1Il II1IIIil!Iiilil►,1 1 2 0 MT"* INCH 119111r1 9'p, ;' { I will I Hip i tlijij!(IIiIi�III� It�rlllil '7 4 5 6 NOTE: ua_ ._ _ If the aicroftl -ed dacuatRn�t is lase cigar then this notice, it is due to the quality of the'priginal document. 06 62 se 42 92 S2 b2 C2 22. 12 Oz 6t 81 L41. 91 9t +�L CI. 21 11 01, 6 S C. I III k II !!!! IIIiIIIIIIIIIIIIIiI? iI11lIII !!!II!II!!IIII!ilIl I I 1.111! lII1,Jl�ljll, 1,1��lIl,I,Lln.11llll. III{ IIUfiIJ 11! �IJ. �lJ11, I1. 1lII, lt� !IIiIi�!il!lli�!illll!I,IIIIII� I!li!II,�fIIII!{II!!!IIII�I!!I ?!!III II!I � ' ��: .: >: -,.s'• �!.: f,.:(.` sr..,jc•% r.' r'' .., },4 ,...,P"!" +,,I,. ..:,� '.7 ._n. !Ij31 .. -,. .: _. ,..... ... .. :' ,. : ., .: _ ..,. ..� :,.. ,: .•� r,j� *a's 777 '; a� r 1111111M1111111111111111 111111111111111 11 MCMOE 12 e S h C 2 4 wW 0 IIIIIIiIIIIi; IIi11IililllllllllCi !IIl�II "IIIIIIIII1!l.I!I