Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit B95-0033 - METRO SOUTH BASE - PAINT BOOTH
City of Tukwila C. (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B95 -0033 Status: ISSUED Type: B -BUILD Issued: 09/06/1995 Category: ACOM Expires: 03/04/1996 Address: 12200 EAST MARGINAL WY S Location: Parcel #: 734560 -0045 Zoning: M2 Type Const: II F.R. Type of Occupancy: WAREHOUSE Gas /Elect Wetlands: Slopes: N Water: 125 Sewer: VAL VUE Contractor License No.: TENANT METRO PAINT BOOTH 1200 EAST MARGINAL WY S, TUKWILA, WA 98168 OWNER DIPIETRO VICTOR ' 3600 S 124TH, SEATTLE WA 98168 [ *** * * * * * * * * * * * * * * * * ***** *** *tl ******************* ** **•k* *** * * *** * ** * * * * ** * *** Permit Description ,, UPGRADE . ,EXISTING PAINT BOOTH AND'' INSTALL A PRE- ' ,;, FABRICATED PAINT ; BOOTH IN EXISTING BUILDING :- SETBACKS ,: `, Units: 00,1 Front .0. Back 0 Buildings: , 001 , 'Left. .0 Right. .0`, Fire Protebtion,: SPRINKLERED UBC Edition : 1991 Valuation: 87 000.00 Total Permit Fee: '5,201.18 ************4*********************************************************** ************4*********************************************************** � 5 G .... Pe Signature 'Date I hereby certify . I have, • read and examined this permit ; and know the same tb :'be true and correct. All provisions of law and ordinances governi`ng this :work will be complied with, whether specified herein or not The grant i,ng : of this permit does not presume . to give authority to violate or cancel the provisions of any other state or ..local laws regulating construction or the performance of work. I em authorized to sign for and obtain this,,buil ng permit. Signature _ _ -- Date � -�It4" Print Name: � 2 -- -11.15. Title: This permit shall become null and vold' if.; work -,; is" not commenced within 180 days from the date.,o,f :.issuance, or if t,he, Work: Is suspended or abandoned for a period of =: °1,80 :days ;;from the - last inspection. � 1p. CITY OF TUKWIL&. � �r% Department of Co , ,, iunity Development — Permit Cen ►. , 3 ` ' i 6300 Southcenter Boulevard - #100, Tukwila, WA 98188. 1993 fl (206) 431 -3670 Building Permit Application Tracking PLAN CHECK PROJECT NAME NUMBER n Q 42 t(� pi j] b ?cork SITE ADDRESS SUITE NO. 55 • • E T S 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. O 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. O 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. DATE DEPARTMENT DATE IN REQUIREMENTS I COMMENTS . BUILDING - Date Sent - Date Approved - Initiai review ' ( J / .. CONSULTANT: ( O ' ED) g. FIRE I 2 / /� s`- FIRE PROTECTION: . ( :Sprinklers • Detectors • • N/A FIRE DEPT. LETTER DATED: Z1/.S / INSPECTOR :.J, . .S ^/ __ __._ ...�..... - , `1 � 2//s--/e). INIT: 0 /-.000 — ... PLANNING ZONING: (BAR/LAND USE CONDITIONS? (Yes I, .No_ /4/I -- -- REFERENCE FILE NOS.: _- /V - INIT..,! MINIMUM SETBACKS: N- S- E- W- CD PUBLIC n 1 UTILITY PERMITS REQUIRED? a Yes II No WORKS PUBLIC WORKS LETTER DATED: N INIT: J)' I.) OTHER INIT: BUILDING - �M TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? UBC EDITION (year): final review INIT: MA ° - - 5PK- °Yes sZ No tip BUILDING)ai q5 OFFICIAL Z ZI INIT: 9 , REVIEW COMPLETED • . , , I i AMOUNT CONTACTED I OWIN . ID OA' rkk --- f n-QY 5 - c■ DATE NOTIFIED BY: Q � V d � ��� (init.) �. ce 2nd NOTIFICATION BY: 1 (init.) 3RD NOTIFICATION BY: . 0 • (init.) 01/08/93 - -- _ • BUILDIMJ PERMIT APPLICATION CITY of TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 DESCRIPTION AMOUNT RCPT# DATE az v;14_05 BUILDINGPERMIT f EE � j j � ,<. PLAN CHECK PLAN CHECK fooPi NUMBER C — • BUILDINGSURCHARGE ; AP C,/CATl /• `MU T'= } , A 2 ;• .. : :, ; FILLED, DU7" . +OMPL;.ET 'L Y`,. t 4 j.. TOTAL : ����� OThIER SITE ADDRESS SUITE 4t I VALUE OF CONSTRUCTION - $ 12200 E. Marginal Way. S., Tukwila, WA $870,000 PROJECT NAME/TENANT ASSESSOR ACCOUNT # Metro Paint Booth 734060 0421 - TYPE OF U New Building Li Addition ( Tenant Improvement (commercial) Li Demolition (building) WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other: DESCRIBE WORK TO BE DONE: Upgrade paint booth to meet environmental requirements and install pre- fabricated paint booth in existing building. BUILDING USE (office, warehouse, etc.) Project involves separately enclosed structures within a bus repair facility. NATURE OF BUSINESS: Public Transportation WILL THERE BE A CHANGE IN USE? © No ❑ Yes If Yes, new building requirements may need to be met. Please explain: Existing Project Improvements SQUARE FOOTAGE - Building: 91, 750 sf TAIrya,t4 Space: 6,250 sf Area of (Agystptttiiplh: 6,250 sf WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? ❑ No YO Yes IF YES, EXPLAIN: Area used for painting buses with low VOC paint (3.5 lbs. per gallon) Area is not used for mixing and storing paint. FIRE PROTECTION FEATURES: E Sprinklers 0 Automatic Fire Alarm System — PROPERTY OWNER King County_ Department of Metropolitan Services PHONE 689 -5236 ADDRESS 821 Second Avenue, Seattle. WA � - 1598 CONTRACTOR Na )aow CpN e : c . 0 ` � PHON ) 2 L . L 6 p 0 ADDRESS t.J.2 I) ZLit �U v,\J `351aTf-1,e- zlPgg 19 WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT WaterLeaf Architecture & Interiors PHONE (206) 343 -0236 ADDRESS 1218 Third Avenue, Suite 1412, Seattle, WA ZIP 98101 I HEREBY CERTIFY THAT I HAVE READ ANt) EXAMINED THIS ICATION KNOW THE SAME TO : RE •TRUE: AND• CORRECT,` AND I AM AUTHORIZ D TO APPLY FOR:'THIS; PEF MIT BUILDING OWNER SIGNATURE KI110 COUNTY DEPARTMENT OF METROPOLITAN DATE OR SERVICES Jan. 24, 1995 PRINT NAME By: - — P AUTHORIZED y' — 'pry / (9ti+P -sr� _� b�1 = AGENT BA Ave. CITY/ZIP Seattle, WA. 98104 CONTACT PERSON Jennifer Townsend PHONE 689 -5236 APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and tollow 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 bout our process or plan submittal requirements, please r contact the Dep v agnmunity Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED JAN 3 0 1995 DATE APPLICATION EXPIRES ELM___,S. 4) FEIgitr D.__ _ ... ( SUBMITTAL CHECKLiST COMMERCIAL :...,::,::::.;::::,.::::::,:.::::',•;:,..:.:-:•:::::•:::,::::::::::::::::::...1.,.'.;',.::::::;:::::::::::::::.i::::i1::::::q::::::::.,1.1p.::::!iii:ii:;:::::::;1::::::0:::ili:,::!;:1:ii::::::11:: 1 :: : :.Mh6iAti..i'...00 TEN IMPilpY..M..t,f1;paiN:j!ii:Igiiii:::::;::::ii.8:::::$:.:i•ii.:::',::11:::::1::::4::::::::i''01:::.::::i ....NEW:COMMERCIAL : : BUI LDI NGS/ADDITIONS . COMM ......................... ::- Li.gihgi!::i;iaaikioiii.66::,:!.:.,c:,:i;:;,..jii :•.:• .:.••• •:::: ::• •,:: : : : , ;: • ....! ; :al , ' :•,:• • ,: .0 . .; .: .. - : : : ::: : , :::j':; , ..: , :: : :Y. ::: ::: • : : :A:. : :: : :• : :•::. :- •:.i .: : : ::::: : : : :;' , .' , :.::••' , ?:' ,: :::4::::::g i i::::-::'•:••.:•:' ,. :::::::::::•i i :••••i'i•::1 6 4 . ..; i i ) •:;.'•i.!!.:,::::ji!i:1:11! C:$0004?10fe41....:■!!..1p,..?.;ig71!IIP::flii!7:17:•"::••:.:•.:::?::•::::::::M:'•:•::1:::.P...:1;:i]•::si::::::3;.''Sli:;:::;!:•!:::::I.:::::::i::: ' COMpleted.bailding:(sirMIt' f or ......:::::.:::,:::::::::v:::::.:::, i.,.i.,:::,,,,::::,,,,,,x,:::::::::i;:.:::::::::::::::::::::,:i:::::::n..;o::,:i:::::::::.o::::,::::::::::ii.:0:::,::::::::::::::::::.::::::::::::::::::.o.,..:::::::;::::::::::i • '.: ...'' . ' .•14 biirl :" :r Account Num Pr i,:: : :: : : : : : : : i ; : : : : : : : : : : : * :: :: : : : :::: • :::; i :f: , :••: , :i .. ::V;::'.:::::::.:::::::::::::::::::::::.'::::::::::.;::::::::: : ::::::::;:::::::::::.•:: : : :: : : :,;•: : : D,Assosso.r.A(??99.11t.• .. :.!„..„) ASSesSo :::,:::;..:,;-:„..;;:;:::•:::,:,,::.:,i;.....:::,:::::.i7i6j::;:::::::::::::::::::::::::::::::::iilf::::!:::::::::',:ii:::::.i.:::':::g:::: ". .'i i8ij:,,;,f,,6 ..::: :::::::::.:...:....7WOiizsiitk.COi...)0T t...!?:01p1n.:11.:.1:.:::::m.:.:.:.:i.,:::1],!,:ii:!;::iiii.:;.:::::::1:1,:l!iaiigiii::::,,1,0iii:Iii;:i.:!.::::1!:::::,::::::, T,!??!...,..::.::i :::i...i.:i:'iiiA':::ih*:',.:.:ii::::::::::::::::::0:1::::::•:ii:ii..:::::::::::::::::::::::::::::::'::::::::::::41::,gii.::::::::::Ii•ii:::,,m::0:::;:':iii..:,:oin.:0::::::;::!;:::i;;;.%:TE:::1:::::::::i:::::::::: : . s tru c tura l .. •:''' . " . : . * .. .iieiss': . '''...:ikifii6:ii;:di.iiiilii.i..00 , : : ::::. [3......,,,..„..9.u.,Iti:.:,.n..s.:s!ernoo_)■:....,t1::i:,,..........,.,:,.........::.....,,......,.:..,,....::.,.............,;......i.:::::,,..,......::qit :,;:: oliiii...of iiiiiiiiaiblii.. ) ::? wierall:btlild i n g •: plaki : ::' ,, . : : :: M: : ::::: : ::::::::::::::::::::::::: ] :, : ;::':::: . ?. , :::::]::::::::::::::::::•:,,;:,:, , ::;::::,:', , ;:: , ;..::::::::::0 : : : :: : : :: :: . ;',.., : :: . :: :: : :: :,, l ',. *: ...--- • . ::8°Ili46P.'16::.11itirili:?641..:;:i44a;!116611):...1.•: • ' "''' ...tiii..6.. ' •::'11 : - :.. ii1 :•P 7 •: :1.'i:;' •:•..: : :!'!i : !! ILI., •::.'',.:,;,..::;::{:,..:•.;•:,;.'.:•••.'.. .,::,..:::.::.:•,'..'-'i:::.:::::::k.:.*:;.:',.:::::::::*:•:::':'i:::',i'!..::;::::::'::::::::::::.::'::::::::::::::,:l::::.::'::::::.:::::::::i::::::::::::::2:;.;:ii,::::::::::::::::::::::ii,:,:::::::.:',::;::::::::::1:1::',::::::::::•::::: 1 ,....,_7777':.':',;,::::::.•:,i.:::;:::..:,::::i.,:i:•::.;:::"-!:!:',.;,i::::1:1,;..;::::::::..;.:.;::.:i:..:::::::::.':::::;:::,.::::::::::i:::;:,...,:i::::::..:::!..;:;;:.::::::,:11,,:!;!:;:.,:;M::!:.:, .•:',*::.•.j,::::::IkV.:;:;•:::•:',Ten .,.toreition-.:5;.:::::::::....;::::.:.',:v.i::::::::::::::::::::...::;:::::::.:::T:':::...:,..:::::::::::::::1:::.]::::,::::::;;I:::::.:0;;I::::;:::::::.:..,:,::;:;:li.:AN;::::::;:::p:,:i,,iii:;:...::;.; .1.0pogeaphiol:::urveY:-..:;;;::::::;:::::;:::::::::::::'::..::::::.-i::,..:::.:.,.:':,.''.;,.:::::::::::::::';..::::'::::1:.;:!.::::::;:::::::;: :::Utie::cif: :aditiOent06,0in:loil:,wE00:terzatio;...i..,:::::::::•v;::,..:::•,:::..?;:•::::::::,4;:f.:1::::,-.R.....,.:::•01; •• r gnergy,calcolatie• '. ••• •• ••• ., ••••:••••••••,••,•;•:••"•••• •••::•:::•:, :'•.' •••••••••:::••:. •.•••••••• •:::•"•':':'..• . :••••: - ',''':'''':::::"*.::: - .',....'''';'::':': ••••'••••‘ ••••••::•'''''"•••••••ii;a1:::,...,:::•:,,.::: 1 : : ::' , : : :::' ,.. ::::::' ,. :::::::•:.:ii::.':;:•••:'..0iitirell:SfirriOritiOrs::Of•,00 . 110p9 .... .......... ............................................................ inc::::„..,.,......,.,..,...,.....:.„...:::„...,....,:::,,,‘:i ............................................................................................. :.;i:r---1:',.::-:•,,,::::::.:::::::.•:,.,..:,:.:..'',:.,..,•:.,.,,::•,',':•-•••::.::',',: . • . ' . ' . :.::....:•...erigineerorarchi e calculations p ....... ....,.... • • • •••••• • •• : '''''''''''' .. * : :''''':••••':••"••••••" . : : '"':•••••:'"':::: . " , :i i':::1 ElP91::plattof:propo4e 0;teientiseO" '• 1 " eijal . = Working drawings stamped by a W 1 : : :: : :: . : ; : : :::::::''':• : ":: : : : :::! : : : ::: .:: :' : • : : : ::••:•::::::;;••:::Uip . .. - ::::::2•:1:::::::::::• . .:::: . :::;: : :::;::::::'::' , '::::::•:' ,. :•::'::•••:4 . :ii: :: :::: : ::: : :; : 1 , ';: ; :::' . !: : ::: '''''''''''''''::::';''''.:::'.. Te space leri iiiiahl:i060:i.Jif5;01100::::::::: • ........ ....................:.....:::::::::.:::,.:..,.., : fiersii, 4.,:::::....::::::::::::::::!:::i.i::::::::::i!i:i:.::::!:1'..:.!:::!:::!ii.:::::.:::::::: --- architect which include •;::•:...f,: S li .* :. ..,..:'.:::!:::::.:':i:s'-.. :::::::-,...::::,:.:1E;Iiii::,...:::::.:::RE4::..r.....4!10';:::4i0109:*.il;:::::.Y40119::P9.d771::.i.o)■s....ecli:....,:ii:,....:..!!.,......ii.::::.:::..:::;::::..,::....:...:;!: • Site :p plan :.':::::::::::.i''':'''. '''':::''''i::::‘:':::...;.::' '' .....:: ' .....f : : ' : : : :' .... ' ... ''''''''''' .... 'a ' ...of.. Structural drawings :. 'f'',..:',::::•:ii''..i..., ,,:.•,,..i.:::,,'::,:::.....::::::::,:::::attachment'fovfloor.:ao0',C:effing,::•::,:,,:,,,i,:::::::::,::::::::::.:::,..::::::.,.,:::::•:,.....:::::::,::ii,:::,:::::,::::::,..:.:,::::: ...:: . Mechanical drawings Elevations :.': i.::::L.:...•:Struci6iai'' .:',::::::-..i::'.::::.:i::::.::':'::.:',......":,...,:::.::.:...:::::::•i.-..i:.:::.i*,.1*:::.,??:::::';,.:::::.:.:,..:::.::: :,., , ..... . - -.. ... 'rtiak..bei.TeqUiibit iV.stractutal.*ric::isto. bedone, Civil drawings ::•:::'::-.a.:;.: ' ,' ' :',• : ::::::;::,..•:•Landca P e :P l . a f i:: : : : : :' . i . :' ,: .::' , • , ;:'•::: : : •• • , :.:::::: : :::' , :::::',. 1 : : ::: : :::.,i,•::::,::.::::::::::::::3:; , .:,::::: : :::: : :::::::: : ::, :: ;,: : : : ,....,,,. : : : : : : :: :: : • : ,,,,.,,:,. ; ,,Nort ...,:::::::/i*.':-...ip.tiliti,,WOi.k:.i.s...,f0..,'P....a1,..004::S:iibfa...!!.„.:0ii..,ff4;-.4ii...11ik...,.0!!..??,,,r,i',,,!::!:::,.::::11:::::: ',. t(1 ............................................................................................................. i]:-.:0..,..../!.,./?0........ti....00::'...■/c 1....:./?!...7'....!,°:!:-...:7:::!::!:1..::'.!.;.,..:::.::.:...,..::::::.......f:,.:::,:::::.:.:::i.:.::,:::::.::::.::..1.1.::.:.1..:::.:::::i:.]:.::::;!:....1.4::::..::::::::.::.:.:::::.i..:iii1;!;ii:::!:ii::::::::;.;:.:.::iii.::.::::..::.c..,..:4::::;:::::::;:i I Six (6) sets of civil drawings NOTE 1:: • S utility p Oiii-: l i and d ..o'110 Okiiit :lotEgad' f iS . til ity i.. '"',:i.......::,,::::::::::.::•••:•.,...-.::::,:::::•,:':::.•,,::::::•••::.. per '•:' ,: :: :, .... , ::::: , :::•:' , .: .,. :•:; . •••::::•:::: , ::::':':::::••••••:.?••••••: , .:•: , ::•:••.::•••••••':',•••• . ..::: . •'-'•-‘%'• :,:••••• h••••••• structure) :: E Completed buil permit (one each ...:.,...,,............................, : : :••sab ri firrat: O i joir a r n efs : A :: : : : :], : , E,V:,;ii. ,: :: • k,,: , !:,!:::,:i!!'.:,:: : ::::::...:.F,::• , .:::„:iii:ii.: : ::::: : :::::::: . :: : ::: : ! , : : • :,: ?.:: , !'„:::::, , ,,i , : r',...., .:',... .:,,,...,:„•,,.,,,.,,,.„.:,,,...„:„..,,,i,....,..,,:,:.;,:•,..:::::::::.:„:„.:...,....::::::..:F,..:::::::::::::::::,..i,::::::::::::::!,..,::::::,;:ii...0.,::::::::::,'„:1:::i,::::::::::::!:::,.:::,,A:•,,..,:,;:::',.„•:!:::::::4•:,,p,F.,.,.:,.;::::;::: Assessor Account Number RAC..s.,...r91:1q....::::.i::::,,.:::,,,.:,.,:,::.......:.........„..:.,....:!i...:ii,::::.....„:::,:„......::::::::::::::::::,',:i.:::.::::,::::::.?.;...,.::::::::::::::,::::...:::.::::;::::::;'::::::;::. :::1--.....::NEirriativii...0efCribi69:exIting.Toot.,„:,fTm?f1.:..,!„.:::::,.,.,:::...::,......,,,?...,....„:„,,,......„.,.:.:,..:•:,,,....,:::::,::::::::::::::,, ::.. i . .....: :: ' , ::•: . J:::::'::::::::::::.::::::: .. ..::::i.:::i ., ::::!: , ::::-::::.::: . :::::.::..1 . ::::::::::i:i.......:! , :: . :::: ;...-....1.7.,..........iiateiriii) ;t io i ncijOs 0.4 ■■f i ct:: : : : : : .:;: . .. 1, ,:::::::: , : i ,i;:;...,:::: . :,::::.,:p:i . ,::: . ,:::;:::::::::,:Ei . j . ::::::...0.:::: : :::!..n: : : :: Yi..E::: : ::::: : : : : : .: : :::; : :: :: :: :: :r;:: :: and ' . n •biiilding,,OerMit.;•eppliction-,.,::::::::;,::::.::,::::::::}•,',,:::::::,.:::::::::::-5':',::'!:;'1::::::•:::.::: i••••,./VOTE.'•: iiirtifiCationile!teris required prior to fina i ,.......... ' •••• ::.••••••TwO. ot•pleos; ;',.:'..:::'•?••••;i..::' ::::'•ANTENNA/SATEILITE01SHES ;i: : :::::::: : ,: : ::::.!; • ::.:::. •, ::::: -„ ::::... ..... :::::) ,.. f. ,..„ 1.:::.H::::. „ .....‘:::::: „. :.:1 ,....... :1.. ... :... .. , I I Building floor Oin [1 Completed 66iiCtiiii..iernilt::4POP0099:i.::::::'::.:::1::;iii::::i:V:i':::::::N;;.::':::::!:,:::::i...:::,:!;!:::.:::g.::::::::::':::::::;::::::i • :.:•••.'..,: ••• •„•:: ' :.• ' Entire space whore racks will be located .. . , , ,.,,,...,......,.. : , 2 „ ,,......:.. . Exit doors I .:•AideasOriAccount::Ntimblar:,0.:::-.. ,..']' • • .. '. .:, •::.. Dimensions of ill aisles :•• ,.. ,......, ,,. Two (2) sets of 'plang"::'whichincluOi:::• .•Tenant space floor..plon . recfc y ..,...,,..,...: :.,,..:..,•,:, .„.„..,.,....,,, :. • ' ' - - • • - • • -----.."...•••-•:...:•••••••••':',..,':',:.:•:-...,-,...,.......'........: ,..I ,::Sife .... 11Oof .,, ,isantenna/satellite dish NOTE: .:. Include dime a s (On S : :ol racks . (h eliiFt width • , •anF1 ....... ...len g .. th .. . .) aiae, toIlite•,h...',ntiim...efir"cl......ofa:•,.ftai....C:hm......,:,..ait.,,,,I.,•::::::::.:::::.,:'...:,,:.,',..,::::::.':::,"•...'„'•:::::::::::!, • and . exit ways on plan ;• - ...:..:•::'::,::. ..::::.,•-:•:::'•,• ••• ..,.,...,..:.•... ..................... - • 1 1 , Struatural calculaticinsim Pbd:bYn:.V)bingtun :::E:s.. „ti...p,..:4:,itiM ? • • : engineer (rack :: , storage13'.:end*ory.,:y.!.:: , :.•,:::•, , :,....,::...:,...:.......: i . , ......,:...,.......,.....„. ....., ,, .., ,.... .. i ,...:, ...,.., ,.... . .,,. ,. , . . .. ........ . ...._ . . - . •••-••••-•-•••" '-':',..-...:,-.:::.:::,.....,,,:::".....:,:,-:•:,..:::::'....,:•:,•:.::,. . .,. . ,..,..,..,..,...:.:........,............. : ...... • , • • • •• .,..,. . ,... ..,,...:„....,...•.:••,.....-..•-•...•"••••.••••• : .. ... . ... . . RESIDENTIAL : ...........„.:„... . • - ' - - • -. • ' •••• . • .. -..' - ' ' - • •••'.---. ..::•RESIDENTIAL NEW . SINGLE - FA MILY DWELLINGS/ADDITIONS .:::.,:::.::.,:,,....,..:....,,.,..,.:,.........,.,.. .... :: .:.., : ..;:. . .. .. . , ..: ,.‘ .. . .. . . ' ' • • • '. . - .... '. • • - .-....: . :. .::',..:,.::'.........,....•.:...",........:;.•.: ...:E Completed :1*ilong.perotppoc p,..,;,...9...::(09'jiir:oa...cti•;:#:,..ccuf,..e.:.):::::1.:::...:Y.i.1::::.: .. "6ompleted building permit application (one for. n nOh.'structut n),...::::: ::,.„.„...:..:•....•...:•::..,. - :::•:•:::::::::•;•::: . ::::. ........ . •:::::•;;;; ''''...• ..• Assessor Account um er ,.. '. Legal.desOnpfloril':': ,.,:,:: • r • • • • • - .'•!': • • . • • • ... : .: . -• . . • • •••:•:, • .. • ••:••••:.•:-... . : ••• . :::::••••,,: •::. :••,:•••,...••:::::,••.: -....:::::::•:.....:.:••:'::::':•••.:::•:*•:':•,:•....:::••::::: ::::,.: :: ,.1 - 1;11ii0 .....2)...sets,..:f ....1'Olc.illg......;:i.4.0.1.61442..,Yv111oiti..Iti10.c10.;.J!'"j:::::::;:':::::::'..i:::.?:::.q....::::::!'..:".:•.:.:::......'!..;::...;:.;...,..- Site plan 1 I Assriasor..Account•Number ........ ....., , . , ,. • I I'TwO seta,(2) of,werIcipg drawings which inc.. ;,... Foundation , .......::„....:,..... . :.:. . .,....., . Floor plan • ..• . ••• .• • •i• !•:ite. plan,: - ....(0n. plan, show . Gips est hy grant loca . • . .., •••.:'•.,.::• :.........4 Fou odatiO a plan :•••••::::::::::.•::::::::'.;:::::: ..... .... ........................ re...,bufkii.api:•:s.40Wklg.::::::::::::::•i ....:::Boilding..,elayooniall,yiaw9 '' Roof • a !eh rh of access .)..i..:::••:' , :::::::::ii::::::::::::: , ::: : ::::::::::;:::: : : :•,. Id ''' f . s&'.4tiatioii:::::::::i;::::::::' .• .i:'■: Flont:Pldn .' wid th :: ': :: ::': : ::::: : ::: : : : :: : ::'::::: : :::::; . :'::::: . :1;: : :::: : : : : . .!!"... c .1.,„ . 9 . :: :: . :::: : :: ... ................................. :::::: ,:-...........„, '' '....::' .. ' . : P' il' •: i.; ": :: : : '•'•'' ' '' . ........................................ ... ............................................................................................................................................. :::::5.....•;::::::::::::K.■,:i•Pf"oPtOr91itr4r!09:: plans ' - '..." ., . • .. Building ' eleva tions .• . (all'"viciors)::•• : ::: . :1 : ::: , • . ::::• , '... , ::::::::::::•::.:.. ,, :•::::',.:::::: . :" . ::::::::::::,::::;: , ..:;: .. .,'„ . ......:, ,.. :.J .,.. ,: , , , : „. ....!..,:,Ei 1,.:;,,6,.,..n):i1ivitx:-...0;k.ii.....t....c!ii,..,, dp.,..:ri..,ii...„..,......vido,.,..0qiio,,....e.19/ni1t„,a..,07ic,.,ii..,,ti.....0.,,.,..:::1,....... I. • , :',.:.::.',.::,•:... '..,. BUilding.Cross,,aection kb :•: : ::•• ; :, ;• ,,,,• • ::, ::::: •::; ..: •• ::' : ' : :::, • :.:.::: , ,•. : i, : •' . •.:::• ; : : •:,:•::::::.;: : ..: : ::•: : ,: ......:,..•.''.. . ' •••• ••• ::'''.•:-::.:•-Stnicturril fraMing•plena:::',•,.i:•:,:;.:,,,:...:::E: /. - t:b6:•submitteci;‘ • • • • • • •• - .... - • - •::•:: "•••••••:••••,•:.,;•,........••••••••::•...••"•••••••.:::::::...... ::::: .. • . • .. ••,:•:. . :.....:::„.„.:.:.,......,.............,......• . • .. • .. • . ............ . ...... • - • ... . • •••. - •......--...........•.......„.:.„..........„•........,.,.............,...........,....,,........,. .....•• .•......:::::. :-.[ 1:.Washingtor(Stald'inorgypprie:04tg.,:::;„,•,•,..,::::,....„..,„,y,,*„...,...,:..,...-,.:,i,......„...,:::::!...,,...:::::,:.::::::::::::::::::;::::::,-..:, REFip9FS4,:;g,•;',,,i,,,',,i,:,:::::::::;:m...,g,ti:.;:i.4,,,R,:,,i,:.*,...q.:,:i•i..;,!•,;T:::.......::::,,iiiin.,:g::;4:::,,iggil,•;:::.X.,:::::::::::t,ii'::::::•0::::::•.... ' ' ' - ' ''••- •-: . :: . :••••••'••":•••:•••••: ••••-::.• '''''''''''"••••••••"••••••••.•••••-•••••• ,'.....,...............-.:::',,,,,,,,, -.......- .:::::.:,.,,,,,...:::.,,,..::::.:.,......:.:.:......-....,,,,...,.,.,............,..,..,...,....,..„,..........,................................,.., . . .. . „.....,.....,,....„. -‘ [1 Completed utilliiiPtfir.O.t,..#13/i'l10.:•:::'.:'•::?';:•'::.'.'"...%;.*::::•."::.'7.:".'•:''':....,!::•••••..:.•:.:.:li...:.:".i..:.: :'...:•'..1.:).1:;,....70:!1:••.,:•::::::•:•!e.•:.....;:,...::...11'.Piii:•:i,::::!,•,,f.::::•!ir71:'7•:'7::::•,'::,ilf!..:ri.:.3(?•:;.. 711i1711:':'.:;q::.::''''::•1::::lili • ' — ' ' '''''' '''''''' .....":''''. • • ' •••• :' ...... •• ; : ::: :•• • •••:''':•:•••••;•''''J'''''''' . "? ..,: : , '•:.: :: :•'''E'''''.::":' , •:..'.: : :: : ' , :'•:;r1:.:. i / COOrlf Number : Six ]..(6).sets.:of s49:P431....s119v°9••;9!114!9:'''....''•'''''''''''''.''.2:'."'"";':::•'''.:•••"':::'•:•:''''':::'•::::'.:. ,.:.::::::::•••::':..1..:::::::::;?:::••:::,•:::;:::,::::::......:::•••••••:::::::::::::::::::','•:'n::::..::::::::i:.:,•;;:....,:•:.i.,::•,.:.::!,.„......,.;:•:,..,:.i::::•.„:.„„.„..:.•,:,,...eiii4...:;i:,,i.........i.... NOTE:.;:ilUildin Sita:plan ..9;7;1 Utility.it9 ::;;lao. ,..0 Yb combined ...:',.... ... i:i.E.:::t40.ria9?4•:de....:6....60, blog'-eii. 0069 :ToPt .':rna;Cifi4!..00P0:!:9!P . ...... utility ty p6rmitopplfctior 0#chpckot ' requ irem ents .::: ;•••:••::::::' • '•: material .!?9199::•.Pf'.....9....••••:•::::::::::::.i::::::::::::::::::::::::::::,'•:-..;',:1•::::?:i:::::.•::•::::::::::::::::::::::::::,.::::;•:::::::':::::::::::::::::::::::::::::•::::,4:::•:;;;::::::::::::::: •.• ..7 i .....,:,....?,....„..::, i ''. . ), and • '.• info .; • may iiti'iii;i66;;iii.iiit .: 1:: certification ■ftt0/...i' ,/f :t5? 1ihal...:117PFt.........t! - ...:' A lopo9rafl q!...P !..:.:7..........::,.....,.. •• ...:::Oft of...thapqr0k.::::::-....iii:::::•:•••••••'::•ii.::ni],...:1•.i:iii•i:::::::::••••••:i'•::':!?:';:::•':::',.'•:::::::•:•::::::.:•'•:.:::iiiiiiii:::::::::.*',..i.i.-i:i••:••:1••••::::::"'...:.:::.:.:.:•:m.:,..i.:-:.:•:;:'..:-...:-••• :,..• site • conditions : ::• • '•::::•• •: •••:•••• • • ;. : :: • : .:•:•:.:•..:: . '•••••:":•••:::::::::::::.:•:: . :::••.:?...:•:. - •:.•:•••:::i.- ••• • ..• : ••••:••• •••••••••,•• ••:•••••••••-•.••• • • • • • • • - • .,...: • ...• • ....,... ...•••••••••••• •••• ".. ••• • •Mwrrs. .. P. .. r '' ^' ^T. ; �. Y .� .. •.r 'k E..r� ... 1 .. - i A14• A*** Ah*** A* fr* A**** h• AA* A• A*** A: kfr• k* Akh4cA:kA• * *kA *A*k *IAAA*AA*'1:k•k CITY OF TUKWI :LA. WA TRANSMIT GENERA . 2047.18 ;khk kkkikAA *k�kkkhhAIrk **Akk * *: A lv* AkAAAkkk *frkAkk *r4kh,lk *kkfC.kkk *:t *:k TOTAL 2047.18 TRANSMIT Number: 94001769 Amount: 2.047.10 01/:30/95 14 :53 GNECI< 2047.18 Permit No: 1390-0033 Type: p-BUILD BUILDING PERM T CHANGE 0.00 3Q/95 9525A000 15:26 Parcel No: 734560-0045 r Site Address: 12200. EAST MARGINAL WY S Payment Method: CHECK Notation: METRO Init: SAO A • k** A• I*** !AAA•kA• *ck'h•k *A * **A*A***IA ** kA ***A•kJr*A•h *•k *AA AA A*A* *•AJJ *A•kfr Account Code Description Paid 000 /341.030 PLAN CHECK w NONRES 2,047.10 Total (This Payment): 2 Total Fees: 5,201.1E3 Total All Payments: 2,047.10 Balance 3,154.00 ie: r .a, :. yrlr „' s t. t r, .... 1i • e ! 'it r 7.+ .z• . 3 ° rµ porf,i7MpTUM,;,7137r 'VA' 4'‘UoAg` 4 R-1 59/ ° *Acli.11.14 A.A.ki—A*A**4 tir•A*4**A. k •it Al 1v4iv.A.*A*Ii.kiv CITY OF TOKWILA WA TRANSMIT A** ***A I D* TRANSMIT Number: •94002877 Amount: 3 09/06/95 11:48 Payment Method: CHECK- Notatiqnt ME1R0 Jri i MC Permit No: U95-0033 Type: U4UILD BUILDING PERMIT Parcel No: 734560-0045 Site Addopess: 12200 'EAST MApGINAL WY 8 air Total Fees: 5,201.10 This Payment 3 Total ALL Pmts: 4 5,201.18 Balance; - .00 ***** Account Code Deitcription Amount : 000/322.100 BUILDING - NONRE8 3.149.50 000/386.904 STATE BUILDING SURCHARGE • 4..50 • • ..! • .`-„ 0 INSPECTION RECORD FC)ts_ Retain a copy with permit INSPECTION NO. PERMIT NO. `t • CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila, WA 9818 (206) 431 -3670 Project: V `. Type of inspe�tiofi r Address: Date called: Special instructions: Date wanted: / G .rl1J p.m. • Requester: ,. , s Phone No.: �� Approved per applicable codes. ( I Corrections required prior to approval. • COMMENTS: • Yt } Inspector Date: 3 ( 3 I $42.00 REINSPECTION FEE REQUIRED.: Prior to inspection, fee must.. be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection: Receipt No Date: } ` y INSPECTION RECORD ,� ,, /R etain a copy with perm D5OZ INSPECT ON NO, PERMIT NO. t .$. i1:}::. .�.}L;w..i73i.+2+.aa- w.da'.i.�. .�• - .1av+; • r INSPECTION RECORD Retain a copy with permit oo •3 ' • •. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 • roe : LL Type of Inspection: , rasa: o C.06 r �U. fil'�1.1 e :: ; 1 Special Instructions: Date Wanted: '" j -4 -D am. �m Requester: 1" O f'� �. y ! Phone No.: O `t 1 I Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: e r * q, 5 i4 P i lA111.I11111111titll•id nspect / . AN Date: Pr i ' ' ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection: Date: r ' :..�. Liw .........G.C.t,_:...: ... ,...... ec... a. d.:. iS.._... ve, i_ fc •....6.;..'o:r,•,--'.tu'....fn. i.'Y.uw� ._ .�::v.. ..w..k..,'!.b._.�•... _ �. t.�.:. Gar....... -..,. ... _ !=... .. .. .. 0 • INSPECTION RECORD 6 Retain a copy with permit 0053 , , PERMIT Ny CITY OF TUKWILA BUILDING DIVISION A. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Itr )1 (206) 431-3670 iroTra: ma ■■ P.k en4h ype o n5. n: , (M RI tz LAT, Address: Date Called: N,C0 2).7ke MOk8 I q Special Instructions: W3 5 Date Wanted: 1 idt C 15 am.b Requester: K . 6 .011 Phone No.: do 00 12( Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: • 1--/1•1" F-A-owyN. 1 r nspector: ) 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Dat : , * . . , . ....v..... 4.•a..... .....,1. . ■ ■••■ ..'......., . ...4 1 ...'.... . ".. 7 . 0 . 1 4 , 4* '.. ••■•■. .■ ' I I 11E11 ° INSPECTION RECORD (11) 3 , t .... Aivz • Retain a copy/with permit 1.7 C '"? ' '4 I IT• . PERMIT NO. / CITY OF TUKWILA BUILDING DIVISION \ • .. • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ',. \ (206) 431-3670 ..111).... 74a: 7 y p e o ns • : .. • : Lk • 1• / „.. k...../ f, . A ress7 i t Ak _ I r b Maill ,...Ininn: • frta , Special Instructions: b , • Wanted: 1 / f t.p smi at Requester. 0 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: /./ d,.E AMLNallIMMIIIII111111111 ,', I -1111MgMlir gliatgliliv'Magill111.111 , ilriaIIIIIIIIIIIMMNIIIIINMMIIIII • . inspector : Date: 4 , A..4....44 Lail 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at •:. 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [ R�,lNO i : ' \ \ • - ,., Y . = I • - , , S *.■ • .i•L• , ' Y. ''• , • ,if ;• ..i.. • , , ' .: '7'4! ,;• , . . ' t •I` ,. • , 4 ° INSPECTION. RECORD 1/ Retain a copy with permit 0033 , . - PERMIT N0./ CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1. (( 206) 431-3670 • r0 ypeo ns.:. .n• A 41 / Ar.ar • ..ress: A . Sp nstruct ons: Date "ant in. /0 ; 0/13 Requester: • : 9.99/19 cEC per applicable codes. 0 Corrections required prior to approval. COMMENTS: (\LE , nspector: e: /4 2- "-* o moo REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 71-7411: Date: I I. 0 INSPECTION RECORD ° -bc16- i Retain a copy with permit • 033 ' i - re [ \ 4 y� vi. CITY OF TUKWILA BUILDING DIVISION 9818 206 O 6300 Southcenter Blvd., #100, Tukwila, WA a, ( ) 431 -3670 PfOJed: ► 1 ' , • Type otl � s nw � .�r�r r — 0 � u . r �iisl► . r = �a + wr � • • s: ;.fig -q, Special Instructions: W 1/41 S Date Wanted / -- 29 -GS CO p.m. l O :c Requester: t F. -i-' :I fil4 N E PhoneNo.: otco - P (i a r �. Approved per applicable codes. ❑ Corrections required prior to approval. 1 COMMENTS: ` r K— u / q, E TO i ( I : . t 1 7l0111 nspector: �� y I,, e; . 7ust �� ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee e paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: l I [ Lam, ,. t .t .'� . ' �c t Y: L ey „ i ifti +- y'x� , ii;,zf ' v�u.:Y ' � - tit:r;�: 4 sr�i� .f ` L.. �k:, ... .r. ., .. . <., ..1. 't ....'. .a..,.4.ra`: :�"'h :. ... ... .... . <.. ,, .. :n.. -. a.o- ._ ..:......._.. ....«...«... rn• e. c,. y. w .. or «.,.M...., .o..,o..... - .w..... Professional Service Industries, Inc. March 18, 1996 TUKWILA BUILDING DEPARTMENT 6200 Southcenter Blvd Tukwila, WA 98188 Reference: Perm t #895001 Metro S Base - Unit Repair Facility 12200 E Marginal Way, Tukwila, WA PS/ File #715 -58123 Gentlemen: This is to advise you that inspections are complete for the referenced project. The following inspections were performed and copies of reports have been sent to you. 1) Structural steel welding 2) Fireproofing thickness All work inspected conformed to approved plans, specifications, UBC and related codes and /or verbal or written instructions from the Engineer of Record. Sincerely, PSI, INC. Richard A. Bergqui District Manager RAB /tls cc: METRO /K Slaughter METRO /D Robertson RECEIVED MAR 1 9 1996 COMMUNITY fFVFJ OPMENT 7400 Third Avenue South • Seattle, WA 98108 • Phone: 206/762 -4664 • Fax: 206/763 -2936 . .. CITY _,f- 0 1,AIILA a METRD MAR 1 8 1996 King County / Water Quality Construction Mgmt. P ERMIT ` Exchange Building • 821 Second Avenue M/S ESC. Seattle, WA 98104 -1598 CE NTER i March 15, 1996 City of Tukwila Department of.Community , Development/Public Works 6300 Southcenter Blvd. - Su. 100 Tukwila, WA 98188 Attention: Mr. Gary echenk 4 Unit Repair Paint Facility Upgrade 3 Metro Contract No. T/M13 -95 ' F m itl. a95 =00331 i Protect Close -out Inspection Report • Dear Mr. Schenk: Licensed Metro personnel' performed the required special inspections for all construction activities on the above referenced project. We cf~rtify that all construction was in full accordance with the City ; approved plans and specifications: 1'h &`DCLU registered special inspectors assigned to this project 1 by Metro included Ke'ith•Schlater, Cert. No. S561, and myself, Doug Robertson, No. R375. j PSI Testing Laboratory performed materials testing for this project, including concrete, fireproofing, and structural steel, Sincerely(' / `. ` .., a Doug Robertson j� Resident Engineer • Water Quality Construction 'Management • • • • cc: Deborah , . Project Control ' Jim Maloney ' , • • • . _ — . — , , . _ • o ' CITY OF TUKWILA • Address: 12200 EAST MARGINAL WY S Permit No: 895-0033 Suite: Tenant: METRO PAINT BOOTH Status: ISSUED Type: 8-BUILD Applied: 01/30/1995 Parcel 4: 734560-0045 , Issued: 09/06/1995 **************k************P************k***A**le*******k***Alik* Permit Conditions: - 1. No changes will be made.,.,totheratiSC4nless,,approved by the Architect or EngineArn4 2. Plumbing permits.4.0) 1 be obtained through ti44eattle-Kina County Departrogif PubVW0041thiumblng will inspected bx a„9eol6W010(411,4§ gas iping (296-4722) - 3. ElectricAermltsshall be State'DW*lorrdf, Labor. and Industries and all e)le(et,icaV work w ill he 1noected by hat \ (248- € ) 4. All mechanical won: shall be \inderoarate the Cfi o.f Tuk w I I a 5. All peini t inspiectiOffrecorland approved platts shW he avairnable job site pribvio,„„tIw start of an4,c03, str4Teioil. 'iThese docUM'entsA4e to .he maintained and inspection al)proval 1 6. AlV.I'Structura he sijilptjai Inspected SeC306(a)1).4 7 ; 7. AliStruottirat welding : shall be certified welders and special inipettedUBC\.-tac'. 306(a)5). 8. AlrhighStrengthbOltinshallbe.SpAciaLAnspectedjUBC. Sec%306(i)6)..- ,;• 9. Bolts Instal in concrete shalIbesbeciAl_Anspected 10. When special is required either the:owner,„- ; arch1,09toNengtneer shall not if theTukWtiaBuilding' Division of appointment of the inspection agencies prior tqYd the first building 'inspection. /00pipfill'"Special, inspect0WrepOS, shall be subMftted to'theAuilajna / z,g Division j: a t141y manner. Reports shajlconta.addi*6, • project name permit number"and•typeof'InspecttonbeIsii performed. The special inspector shal I submit a. final signed,,,r,e,p6rt I_ stating whether,',twork requiring special inspection was, to the best of thel*P#Ptorknowletlge,J1704Vi with approved plans anCOO'qyjcations04,414'applicable workmanship provisions UBC. 12. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 13. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 14. Readily accessible access to root mounted equipment is required. 15. All construction to, be done in conformance with approved plans and requirements of the Uniform Building Code (1991 Edition) as amended, Uniform Mechanical Code (1991 Edition), and Washington State Energy Code (1994 Edition). " • 16. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 17. Validity of Permit: The issuance of a permit or approval of plans, specifications, and computations. shall not be con- • ~ . *- .......... ............*-' ••1•• ........... 1..."........ ..........,,............,............,.............,..............n.....a.,............,............. . . . t , .., . . i ..6,...,--....„ strued,to a permit for, or an approval of any violation of any of the pro$:)i(Ais of the building of any other ordinance o he Jurisdiction. No pern ‘w. presuming to .. . give authority to violate or cancel the provisions of this --code shall be valid. „. 18. There shall:.be:116occupancy of the building(s) until the i . final Inspection has been completed by the Tukwila Building Inspector. . . . . , . . . . . : . • . . , • • . . . . „ . . . . . . . . . • - . . . : . . , -,fr-' , vr.,,..`...)..[,;'f.,,....".,:;.--- . ” 7""'''''' - s ---. :4.7,."..• - . 4 s. '',--,• : . . . . , ,..,,, " !•'`'--';,-., ''',-;\ ;;,,,.., - -4:, , , , .. , . . , ,;, , . • .,..4 . • . -"----,-- :,,,, ' . • .. ,:i . ly " ,!%.: .,`,,,,,,;* '.. . . . . . . rFr , "!, 1.1 '''' '41 . kil ' \i^4n, • . . . • , .. • .... ,...„ ,c 0 ,,, 4, Al . -.::,.. ■7 -,f,,.,,? . , it9 l• T, 0 , if,` ' '''Z' l a ',.:?;"•••• , . d • "k:c§ -'!)‘ • . • ' ,. ..:,4 4 ,,'! , '',:•,'", o4.,.1. ..'''' <h• ' I'vit-... • kl) ,',.,', , i..ed , Pft* i • ',J • .t- ' 1. - -"- , q, . . ; ..„ et. „ .,.., , . Iv . ., ,y \. N. . i , , ,.' , ,.:;, ...1,, ,., , ...,, -,..., , , - ,, ,, ,,, .f ..,, pyi , .,. ? : - e ' 3 ' . '4, ' `- ' ' - ,. ;,.., ''', ,'`-;;- , , -;-.;,,,,,, - ''N; '';','„ 4 '0 if 4 ,/, ''''' e: ''' -4 '- - ?;'• 4.. ' ■'4 '',"*; '''4,N.,, ili 1' 1 / , ,01,,, Ap t i ,,,, \,,, q• ii f? I' ';;;;: f ''!' : : " . • .. '''', '', e 1,, . 7 • " tf. "il. • P - , \ 1 ..>N c . . ` • - • 1 • - ., `',,,...i•,:,',•, .• /!'''' /i • ",- ,,-- . . i1. f q • ,,:,, k ; 1 i ' <4 '':' VI, ;;; q••'" ', ,4. ..b '‘ ,.,-::,+,‘,. '. • . • . . ,P 4.' . . • .r V \N , .- %-,. , 0. , 4 , .„r' . ?;:, „O(ii" . \ . . 1 A • ;',-,- . !... ,,-,--•,. , , jf , ,. Trl• e.,;, , <-.. . - ,, ... ,;.--" ; ,t .;.-,,:. k; \ 1 ,, ,',1„.„,-, . : . • (3. ! ;14 , lz . 5 1\ ii cc • i ' ,i , ,, ,, , f.:50 ' ,, .. '1 '•:;', ,,,.1, • ii •3 4: '' . \ •■•'.' ' ' ..n : ':"/ ''''''' ' . ' '''' ' ' '-' - ' ' *3' /;. • 'fi': % \ fck \ i .. ''' I '4 , -....t Als , ',.,.. - ., :. ,, , 4.. , 1 .,,, .4, .. „;- i 1 ),,, ,;":. I ..z 1 ,,. 11:4 "'% 1 1 ';'.,%.- . - ' ...... ;'•-!;; ., -kc ..: i, ', 'cr :',.: ':;,,7'• 1 ,,. i ;;;, 'i' 12. P , ' ' l rt 1 , ',,. ,-,<;::-•..„ i I ;,; ' - . 1 4 , ; : i ? r" ;;. • ti 4 f , ,, er'„? 1 .,....1 i ,, 'c : - 4;t c's0n4 '' 1 ,' .., 4 • , p ... . --,- ;!„. „,,- ;,./ :....... i ';' ;* 4 k }.Y 1 k' 4 , ...,- , . , .. ,. - . . .1' --' - 1, s' %. 1 :...., ., i . :1 , 4 71'...t; , 4= , npS , , , sp I I • V 1 „v."1 4 ' ' 4 3 . - -; - „/' ) i ' \ , \,, '.;,' , i 4 , '-'4 • - ';'' i w -I c--,,,;i ''', , :k .t;i,,, ,t,,, . '''.i,'. , , i f' , . \ ,,, nr ,/,'„ „.. dY N'' il;s1 • t '.= ., ,r. , g yi # i ,.. iJ t . ' . , c ,,, • ..,..4 -, , ,.., f , ,..„ ,.,... ..:) ei v ,,, , y1 r,14 , - i, , li, -, , . 1. 4. ' 0, • ,.,1: 1 W i . , 44 f4 ) x r .----„,..„, 'C 1/. ‘. ' . *''. ‘ I 1 . . , . • d- , I I , \ M . k 41 . . . • . 4,VV; / -4. ' \ , , •'... Q7 NV i . ' ... • *\: . .° I ''' I 1 • 1 0.,.., ih I q' : '•\ ( ;•.-, ,,,, • ' e .„",,,,.., . .'l el ' ' ' ' . • ' • • . Ai, •F4-04t -, i.: : . , ,, 0 •ilt, ' ' ' ' • c 11 , '‘,,' '‘;'illZA:t4, 01 „, , i . . , ■ • : 0 'FY A'' ' " "i•t. • , . • . . , : . . \'‘ V,,•• • 4rkt-, 4 ''' ii', A . • ,,,, , 4 9' .„44. ,- . 4;9/ i , : : !'lk 4•,' i , , ' , ' ' '''': ' •,r,)1 0 0 .4,, ..,/. `,,i i. . • , . • i,i!! 44A1V . , . • \ ' 44 A • . . •g' s ' S . f;;=...4; .: • , S. ;;;;; „./ , p41;,,, ip:. ' k sr'kb - ' ., .4 ,, Y . . • k 4 `!,••:••-•,•`.'..., • • ' ' f V i l ' ' 41'1* 4 ..... ,,,,o' ..'• 104,:,:., . • . ''; V• i i; t 'I.,, , ... ' , • ' ' • • 1 ' C' 0 ■ . • , ' ' :'''''''' •, ;: • , 4 1, •• 41,'. •- •.,. •' .. = P Pe • 1s,t,,,, 14„. • `"A', V.I. „,,,,,„,n.....,!41,,:pc:;,' . ,, . . . • • . . '`'.:4,: e..4 t'' :„,••-....: ' •• ,"":',+E..:4:Pli,;;;''' • . • . . ,,,,."% VA - sii,',',..77:- ..,-, • , , „ • • / . . • . • '" , :; 2 •' - ';:i , '11. 1 1,0•. - ::*•- ''''''"""'""`'''!„1•17. „ .„ „ „ . • , . • . -. ..,..,,;*--.-...4.,,,, ,...),, 4; CA r' *l?,.17•••;;''''' . • 5. • „ " - . . . . , . . . • . . „ • . . . . . . . .. • . • • . • . , ' ; . , . . , . . . . , ; ' . . • .; . • , . . • . . c c „ . • , • • • ' ; . . . . - c . ; ; ,:• c ...,.. • ..- - . . . ' . . , , . ' ; ' " : , '.: --. , • -;' . - : . , : . • .. . . , . , -.. . -• , ]. . .,. , . ' . ; . .., . • c . „ . . ; " , - , .. , • ; , . , ' " ' '" • " ' " ' ; .. . .. . „ , ... , , „ ,.,., L-----.:-...:.......; • • .• •-„,...,...:..... ••_.:_;;...,......:„.....;,.......,._....................:___., ", " :4 4 City of Tukwila " John W Rants, Mayor .10 . Fire Department Thomas P. Keefe, Fire Chief et .............................. 1908 TURWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. 13 ?.C-O 0 33 Project Name Aidko Pc) Boof Address /)--).-00 I 1 y Suite # Retain current inspection schedule - Needs shift inspection X Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: • f7 is Authorized Signature Date FINALAPP.FRM ....... ............ • T.F.D. Form F.P. 85 Phone Headquarters Station • : 444 Andover Park East • Tukwila, Washington 98188 • (206) .57$4404 • Fax (206) 575-4434 • • • ° • — - .......... „ . • , (..,....., ANNE SYMONDS & ASOCIATES, INC. 1601 SECOND AV SUITE 700 (206) 441.1855 CONSULTING ENGINEERS SEATTLE, WA 98101 FAX (206) 448.7167 • PROJECT M E.710 ?A 1 1s,t7 (, ei 714 JOB NO. PAGE Of CLIENT ‘N k . 9_ 1... BY IS,V4 12 . DATE I / 1 M 5 • SUBJECT CHECKED DATE . . .. • .............„........ ........ .. . ..... . . .... . . . . . .. .. . . • Til-OC.-11.DfLi'\ L . C LC.C.) LA Of KJ S . , . . . ., . .. . . . . ...... ... r . ! . . . • • ; . .001.1.1 NT S . . . . . • • ; I . . • . , , . . .. . M ECM .0 t•-.0 1 ir s '.(iq f 6 'dr. '• •••--,•• • •-..- — • — — -- — _.'. _ _ _ .1.. A\( I 1 A1 ecti. u di 74 . .• uri p..0/2.-.t.. ._ .. .._ ...__. ..._.. :_...._. _ ..,....! __ _...,,..e.p ..' . ! i ..,.... : I • • ; . ____ 17.... . I , i ; 1 • 1 i , • . .R.00 • - F fpp . - ..T - ?.\ . 9 (,.....„....._...... •,_....__ _._. -___ . _____,__ .:_.......... •• ..,. .„..... ( ..) 1i...t.....__e_la.$1.........C;)_ P.E INJ _At , .._..... ...L. • A.?, i • ; 1 , • - • ; - " . , i . . .......i... . .. • .:. . . . . , i ! ,...: : 1 . • . • . , ; ; -\,N.- _;7 'i : - 1--- - • '.. .: - . '. ; • ...‘ , ..f._ ; . ". . . . ___ .. . . :- . -. ...' i - • - . . . \ $ . ; .. ._ .. ..... . . .... . . .... . . . , , • ; (L k ' ,. ... . ......_ -! . . ; N \SO 11 • .% WA ' ' .• ' . • 6 w De 0 wAs,,,, 4 1. \14G D • . > 44 :,cfi I sit/4, ` . . ...t ,;§.. , 6 ,, .?\ • . o (. 1) . ,, . ,..,,, 1 • • • : , ./ c, 0.* 46 C ■ ' 4T . ....)-e tz^ # ° • \- • , . . J ' r-- . • P . . &1! .0 ''. , C. 4.,.....i ' . ' I --,-. ..\ I ., a. Cl T t,,,- , 0 ,e• EW" . (4:9S /ONAL .. e`' 3N , 1 • , " A1.13 • • RECEIVED CITY OF TUKWILA 1 ' - ' I EXPIRES [EXPIRES 1/25/q( 1 . • 2/20/c1 / JAN..3_0_1995.. . ,. I '. . 4 ' . ! i . . ; 1 PERMIT CENTER . .. . . . . . r . • i . • . , . . __ : ..„,......L......i.... i.......: .....„...._..; .... (.. . • • • • .... ... .. ... . . . - • ANNE SYMONDS & AS( ,)CIATES, INC. 1bO1SECON SUITE 700 (206) 4411855 CONSULTING ENGINEERS SEATTLE, WA 98101 FAX (206) 448.7167 M e]d P • - f- ( z oo � q 9 - o5T,a 2 / PROJECT 0i l J N O. PAGE OF CLIENT �u•ter lea f BY SW t ic • DATE /A/95 SUBJECT ,SOD f - D 1e G/ G N� s v , D 4 CHECKED DATE cll.. a. Sf OF{ .C;) ext} eM ) d�f; / s loo 1 /' . rL X 1 Nec, 13M� I 5o %'S � ,, - polo L- . ; - H _.._ • I \ .1 • ■."'"TI ' .1 5 < • • ' . I ,.._ -• ... r ; --- { " - t , • . j _'- - - -- i.. _._.... 5 PftY -•- - B .. _ ,• - . - i ...� � . .... l . _ ' 1 i)(3 W /w> 3 f 1 Wegv Untf iS /7 V 2 _ T j _ . _�. - A. , S .... •. /3. x,t too _ F.'�, t� s j._ 3; al • ; _ b� ocNe ,,ai• a.A1. I ea'I ci�n ; ; - _ 0.5 . .. ' NMI - : .. ; . - , I. ... i ._.. .. ._ ` . ` . ..... .. tr `;„ L L„g. 4}. -xis • 1 _ 0 EINIMII ►!L(.7 -)., . . ; . 3x` n /y i e 9 v ,c , (Z I �O ' .S f .:o l / , Hit. I V 2.. 1� /18, • Q �L y p • • Usi ..5Y4-" ..5Y4-" K. g" N-3 , J , . S,'L } C_ I A-► I/ n . M '� /4 ,�f x J?• I / i �•(l' "l 4Y . S . (24,- Irl; . { roc; /i '1a1-c Gd►,-..., .' ; 73 4eeu'r.AocsCtLi•t -. 1-t ,s � + , 7 - .1'_ Oil- IN, . . _e<4.... , 10 , C ` / ` .__..__!V... T 9$ � , i$ ._..__._..-_.._- I O$ W. cg X t / 0 ' 7, 5 Uc: - ) - ` 1 I.. -2.� 2 j 3 /4 I '. it-Got K $ol,ts w 1 1 - It e, -- . .•..3' . j p , ..'{'i . . IS. , 5 .. . /•N_? - . , _. — - _.. 1' 3 • • ANNE SYMON DS & A )CIATES, INC. 1601 SECONd SUITE 700 (206) 441.1855 • CONSULTING ENGINEERS SEATTLE, WA 98101 FAX (206) 448.7167 PROJECT M .1 f. I iO D 11 JOB NO. V - 0 S J, 0 2 PAGE 2.. OF • CLIENT , f (y lea .r BY 5 1.. 7 DATE 1 / / V/ SUBJ� 1 2 on 1 .{,,,, c 4 Cl Ad /7 . L.. P / CHECKED DATE ,... ._... _.. _ P m DC ha 4 h b) = 17 , a (2 • -/ 4 /, 4) 65- sF ..it___. . : o2 D.hr . 1712. (,) - c psr 1 ... � ( 2, a b411 i f �'1 _ I .. � 1 S how l as c i 1 , . .... - .- - -- — _____ .) z._.! _ . _T I . ; (3 f t, G s (Xa'- f; ..... ��. k o! (id,X2t .. . "6 = 31.q ii t _ • 3( ,,� . i .. V . 3,, , et 6 I jt6 s i ' 4 5 d ; ti. ! — _ ' x ' 3 . I a w _ ..._. ' - - 1 - - -- -- -D L + -Lt.. -i Sw4 I -•_--ss K/, . - . A 7 . _ ; - - I - - - - r7 3 '`' . f ... . _... _ »', k '' • ti. +73 y� /,: . _. i • • . ' . _ . �/ _ ∎ - - -- _ .. , .. - ` -._ ._ . _ -.�... ,. _..._ - __ . __., :. '•+'Z . J . • i L • . [ - • ; - _ -..... _ 1 -- . -ail .L21.0 . K - AX) - - - -- .--1 4 . - 3 _ _ - aiE \i‘i i 6 ". 3.1_, - r - ---i ' ' ' --- r 1"2.15 co: ncte h.caser,eht(r. 3_Aip...X r .32 I cape+. --1 ,9j ° l • ) < 3 .[ `' ` . 1 Nsj.4L1..4:..vtooFl i4 i ....a°_x i . _ ... I I.t? .1._ !x _114_ _iU ._. 1. l oar) ..,... , • ..... M.tvec .cluctsj (l5o"f.6of6 La) ..25' ..LL._. 1..M_ . = .. ?/9(Io73 !')(�.s �; .1/,35 r , 719 y 1 ..._p_L = / .1_.._:. IV I= a 0)73)(2.5) - 22 K 4: 3 ___ ..___ ._ .. . I ' . .� 7 , 3 k Al •4�.L'E._ ... �. ; Snow chil ' f . I • .. I .: • /.35' - y %,(7 ? s ) - (g >9 y 1< • 25'f ` hu • . . 1 'V •= , • ,o.�'`. 7- 6,3' _ _• • 1 - - - -. .. 4- - � 1..... ` h 2..3_.xi.�_;....Q�:. t4�. ._/ot4d - 1 - lut e/ °J) j S T^ ' to _ tk 0,3 hd 1 I r J1 C . -. r� r" 1,,, 1. M = /3 r tl 4 . (- 1/ � C2 - Zoe r 9y • • 1 ! ' wb g ' - - • v 23`K <e . i COrlc1 &Nf.o3!i,l,PN ' a __.._ ., _ . ) ( , X .21i " W / 2..114/ b o ' {.. e _ I ..... , nvll 'ii b = ?..0' N . bd. 2, ._. .k .'/ /(.(27.5), USc SO r4ti 1 K u� W d - 14 li = 4 (1`f). - 2:_4 �,4,_...^ 444, t (ctidd% -ory j 6i( ?!S) ' ; 1 cy. q (he 4 Li (5 /.1/) = :1 ,41.y ` 7vr,,c (a/. = 9 111 "14 4 !�.1(i )21 ` c l$012a y, ANNE SYMONDS & AS( , ICIATES, INC. 1601 SECONC .. E., SUITE 700 (206) 441.1855 CONSULTING ENGINEERS SEATTLE, WA 98101 FAX (206) 448.7167 PROJECT /1/f ' I r D 7 ■ f 4 JOB NO. ' g— 0 57, o Z PAGE 3 OF CLIENT [/ti q f f i ' t ,, f BY .j 2 DATE V/ 0/9s- SUBJECT y D D r 1 , P /-t[ c4 (/,vi / J S'J 1 f - CHECKED DATE minumoll L.o cr•► / < /i‘'mcl ''7114 " ..L? / 1 .. rCC41F roe e'PIcc?,SomeA l'(2. PV hot • 2 7X1,73 .'f "/, , 2;7 x (7.3xle.) S 'TO j. not b - e prip!v / kio . v, K .4 ' .- _ 111 \ • J V t !� rec .S1 rtrt y�1i . of C C - '. I . V .. !bet, 4e6' L or•,?L t. c. ' e:1 ,' •, -.. — � - - >.. _.. ' . b 0 6/ C-dv e- 4 (mo s is f Jd ) 5 _. /.5 --- -> ----�"— c d; trans f'eis I • ,td G.qL %/". , / J r .. . .._. Vb. . 4 . / i .►'Y)1 al e. ., eo. S 1 1 it, �_J.k.. • �.__l -.1 ._ i _.. . . , . / .'a i �, . .. r4-( '. 4 f _.61. ,RA_ --L-._ I 1 _ i......f...:.....-..... . . . _ ... : •., : , ..... . : i . _ , . ...... i ) . � � ; L .., . � � etc , =1 10 „ � ) ► . .- �•- , _ .._ �� �._ .__ �____ .. .,� . c_.. 2 .�_. ._ � -.- - - -... .... .. At , ►� - . 6 1 At RA BM, c%�n _ _.. • c c,i; IC _!_Z_k30..(s _ ._ ...x�..,7 - � _. u .. 1 ii ... . -p - -- ; -_ I ! l. ,_ , � -. 4 /WSJ /1_ �/ r ]6) i( 3I� ! ,. ... r . = �L � - . . ._. __... _ 1d , "16.v1�.. __..__ ' ..,.. / jig, r..d . „..,,,..4,9, „....., ,� ; /, 8 fib. /( —. ' . . _ .... , . • 6‘44u � 3x l� i I , , y1 iv, , T ‘, IP 0 ,, fel- + , *c '1 .._.....,.:___L.... r _.. ; .... r 3V 4- (e ■tc. E > 3 1 0-k k y qLi !� 4. I 4_ 1 ' . + Y . ..t . vc d , c .c ,,� S -R v r/ .c..16-e... , I _ •.�� , 1..� • . 3., gk ;” lnk d - i .C.o ;r s.� c .. (� - i ' ) ' +. CI.s •.,..,$` Lu.K1i I/v<v .haia te 1 Sr.;l• , Q, L. 1 b !-F is _ 1- , Mi•►,. ..i 4 t�8.x . G12- • 2 . -r4 + -r 4. . . — .. /,,. , ...r 0 J.! .-. , v -. ANNE SYMONDS & AS( i .CIATES, INC. 1601 SECOND L, SUITE 700 (206) 441.1855 CONSULTING ENGINEERS SEATTLE, WA 98101 FAX (206) 448.7167 PROJECT / /0 Pa1,4 ;, ri, JOB NO. 140 7,o 2. PAGE 1 V/C/95- OF CLIENT (.. t ¢ y ( e. 4 BY 5C,va_ DATE SUBJECT r.. . t V 0 , i S i ,• y 4, ro a F CHECKED DATE • �chec�-wi 4.si., . ._.____... _.._ _ ... _ _. -.. _.. _ .._......_., 1 C. lieG WI6 58 pi, ; 1.9,1 . r , [, 87 '�' r/, 1 ,...r.a11//liiums . & :.ne ! rT , �m y3 I`/ ,_../.t X5g.. . ,. ....... ,._ ..._o c i- . ; . i's,.' f . . 5. ' : I : , I. .i . co (ie. NhCOSr : ,16 , • 3. . 1 tc" ± .e ). i. . a pane( , oc 5.1q F 124 1 , PC, . , .. . .. :... ;. ... ° Frami ' ..be h�,hold. pP. _ :?'S. /_2 _Yx�c(! >) :.. ..._.. .... D.� +_I..L.=- 1 �- .oZ C10 l/.93./.' ti # z x3X �17 .b.1, +;t_ - f✓ 1 . I �."� ._, ._ �r..x.co1.^� , .1 / , .._� _ _ .02 _ �z ?) i.(.:.0.1 _ • t , Coace,Ji. load 4✓4s, Wtto i M£ att_l xu ', _ 1 / I _I.. .. F . ' 0 2 `` L �" p., ? j __ , . i... ■ 1 j j a' �. i i _ _i___ 1 `' _ _ I. i -4- ---r- ' " -L. ''.--- i,''...) , __.'S'_..'_ 1 , I _ �..._ - I_ -_1.. ^ � . 4_. .. . .- ._ .- .4v_1 .- 1. . .. . . . ( --_ . .. ' _t_ - . i �_ j �_. �`_' ► «.! . (oat,/ t . . / . . °) r I �± !I Cox s : 1. 1 • . 1--1••-• V. I , j . ; -.... ; , ..._._ ! ^ l = , g g lk .....4av,c.. , . !> 1 0 M .= .% ..__. ; .. . ±- .I. . . ... :... ........ . .I,.._ j F, if.2 ( «, 1 "( 5¢ ...E . ,. KL.1 � . e t _ . f_" .. 11 . oes v w f :_ . . r1 _ �.. , C p4.(71 . .. �"/ ` ! K . f'l '`� / //r`�a �2Z ►1i13racv►� , {.... . . I- . . . .... .. : 1 . ` . . . _...._.,_..� C&_ ,u d. , . ' i ' + } ■ , • • . • ANNE SYMONDS Sc AS 'CIATES, INC. 1601 SECON SUITE 700 (206) 441.1855 CONSULTING ENGINEERS SEATTLE, WA 98101 FAX (206) 448.7167 PROJECT t \ f , f' G , vi goo l 1 JOB NO. 9 40 57, 02. PAGE S OF CLIENT cite S I P f BY J w 17 DATE 1 / / ( /Cf s- SUBJECT r . l e G A . / , i - S 6 . ,,. t /. 6 o F CHECKED DATE r! I c.4( `tUlM 4 c m° cogf <L i 9vid. e tiv I(a x 4 0: ,CP-I-O K/' Comic. evlc4sewl { • ;.15 1.5 ): . 24- . i &L eft) :35 ' /z w�ll kJt: • / /84SF(.cHr /a) /.. /. , 1 • % . ' . 4 j ,°i.!1 'I ' . , . , . , .. y _ _ � =} _ S wIlox�{o; . —....... .011rio _.....__"_......_i .1 . PLA V... �_ ��-_ % �..._ . , ... - .. l ... 1 ... r- ' - , cam,, .- J ,�,� ' , _ l ' O I /' . i 1 I : - la� 1/� = 2 2 C ) K- . . 1 f i i ^i �� i / )- , / ; 7. . 2-C 1 s"°°) s' — ( - "" - = 4 i - P . . , , ' / *. y :1131.1 14 41 1_. . Y. (4 1` q _5 � ' \` .;. 1 • - - r I. - - -'- _ � . -+ ! ` off• I �' L - - J �. .... _ . i .. ' k i- - - A i . � /•33 — (59/ 2az)3 >c. ,13(,5.‘ ).- ._...._ 1 �∎ C Q Z I ? - (. .Ing��sF)..._ 27. � - �I / ✓ : 12� 6M /" r 1 2vov !/gx' X- , �1. • g'� ' ,, t,.._ ) , • . i •-„--- -- T , , 1 I rr?v`1 /h C (.t o n ) n e o q 7_ ' AS o____kj (z co . . . , !et(- As = , 2 o9" > 12 Co 0 1 I . .......... • . „ . : .... . . . ....•..•.: • ,...„ ..• .... . .. .. , . • .......„.. . .. . ..... .... .....,...... ; . . .. ANNE SYMONDS & AS( CIATES, INC. 1601 SECONI;(.. ;:., SUITE 700 (206)441.1855 CONSULTING ENGINEERS SEATTLE, WA 98101 FAX (206) 448-7167 PROJECT /1, 1 T p, 60 4 -b, JOB NO c? V-- 057 PAGE (, OF CLIENT 6'0, i 1 , L .2e. f BY ' 4'./ /e. DATE SUBJECT a c,,r ic f-t. e6 I, ,v,i_Li. ,..) • CHECKED DATE • -- . - 6P\ --c ( I - , :A/I' eck b A ). 1. 75j . ..,..&.).(44,2.__Q./ ! F T -----4----- cithr M "5- , ' , --1- --.II.................MftwaM,I"■••■ • - 71 I F7,, , , , i .. .• .. ..). 5' 1)5r , id.4214 , fo l i 01 , . ... „. •• . • ........ ,......ka.e.4As...L.,,27?9, . . ..,._ ; Is- --• -- • - "4-1 2. ', . Fr f.N- fr_sge.4-.01. 175.1 t.,1/2.q/c).. .. l' tc " sid f . 5 $1 i' '4 t'.$ 1 i:. ...:) c. yboti los..1"). lo 1 , . a . . ■ ; • "72ii'" 4- 'if • \ . i • _ i • • , , 1. .-. OA) i 7 GI? r.,(714-C.25 4 -').-./4i9 w b F ) c.e.54 A-1 ff ? .A k - ■ - - •N.■ • • .. . . . 112SP ■ . 1 1 - : I at' ' ti ( ile - h 'il .: / ( Y.' 'qi _____I __________,.._______ rel r .. ....- . - .. ' - 1-217 --- itStuyKah ).5"‘•-•e•-f-iectiv-e' . . P — • • • I i -.'"- .S141ci • • • • • ' , ., .....1..q..13 tilld.er s.N40.1- avirflt 1 - ' • . 4 ---A—T-- ---- i „ i . A i t . .. k . 1 / g ) I , (# 01 )t Zf I, (• 0 0 1 i_ U 'f' ' ") klil —__......... . .... ...4...._________ r I I . AA u . 1,,, / 1,„ ? .)(g ,7 oq / Q . ....i ..._ ...,..41-.ien---6 ..75 .......) i - ' • ' . ' ' .. : I u : . . 6 - ,..10 FrIP , ■-c • . 1 '? 1. ---.. " ' r /, 1 k . . . _ _ .,.. . . . .. ..... 1?.....1 . i ..._........_ . . ; b id._ _ 1 . 2- "1 - ,(13 1 -) i r- 1 - - :- --i-1--i--- ) ! __,.....4.... . _ .... .. _1' _ _____ i . _ . 4. _ _ _;. J._ ... ._:._ . - . ; ; , • ; , i 7 .—;—._____, t „._i__.................. , I 1 e..._H--.,....i. a...I). a..._,......1 IA,. ,i.d....!..910. ...L...1, . It i • • .1... - ' ' 1 'I i i 1 ' •'" L. : -- ..i.1 A-0 b i /- c , ):5: . 43'0. 2)(2.. ). . B_ [.....'. . . .....,H . _.,... ...,.._. . ......, _........ , , 1 . , .... ..._ i , . 153( ro V, [ i ___, _ frr tiqki ' ' • i_.; 0145 I / itaCre 4 , - • ii.....4 I ; i . .... i -- - - ' • ' , ' ' , . • • 1 . • - . . ,. . - :--i------- : . —LI._ _._ .. ..._..a.5.....". ..).8...“' -•C - A.s..1'%I.J.. - t- (4 .4!. l' i , I . 2.6 .. 0 .,qi , , ! : .. Wu = . 'ki ' - • ' i e l . .1 e i h cif ec..4_ L 137 .( lai ". 24; . ,. „ l , I yoccaf(A., ; , , .• i 0 .- r s'(os cd■-, . P'1_,IA trYt/ (, 1 5 1( 1 . 7 ) t--1- (•$. Vi-(?' 11- ""' 171-1 I. ' . • . . . . , - 7-Pd- . - '-- •1 8 1 (--6, (,) .------ — - -------,--i ---1 I ' 0 . 1 . 4, -r :1-..*. . • . ! 5 S.q - .c.=3VS: T ' r.._- 2.y.o . ,..... .. . . . *cite (2-eff • . , .. . . 0 • ii - !, 0 4 ( ei2. te aot -Tra.svil-e'y . i-7 At (/-Du i 4 -04'ss • m '''' irz ............_....,...__Se_3114,-ii._..)(.._.*._.x._._.. ..... . ... .......... .. , O A 4 ke r* ; :.....iii4 7 . V2_11:j5)(.15.XG.t.-7 s ) PI 2. I . • 10 (3...? u ) i e4,0_____-_49,.d.-...-_ • • !• . , . . . . O LI 0 < .01'; . 7,4. . h i , . , , . • . .. r . ........ ...., . . ,. . . . . . . ' . . , • . . ___. ........._ . . . . . . • ANNE SYMONDS & AS( CIATES, INC. 1601 SECON& ..SUITE 700 (206) 441.1855 CONSULTING ENGINEERS SEATTLE, WA 98101 FAX (206) 448.7167 . • PROJECT CHECKED ,.._ CLIENT SUBJECT 11/1 t yo P c.,:11 e ,o01 I, tt..'"ofetrie.ar P. --.)- f toe-- ' AK: - d) JOB NO. 190 57,0 2. PAGE 7 OF BY ': t'L)11.--- DATE 07/55 DATE . , . : 1 , le.f--. in re v ia i Pa. V t itte ' . .. . : • i . . . . .. . , i 1 . i . . .. . . . .. . . .. . . • i ' it _ ; . .,,... ....,•rs 7 7 i.".1 ; : . . . . . . . . . .. .. 1 .. . , . ..,.._ .... . _._ : 1 I ; . . . - . - . - . - 441. 7.:-.••...' SI . • .. ... ... __. _ _ ... . ' • • • - "f• ' ' • j • • -• 7 ---- - I - - "t . . • 1 4 - - -H • • . 1 • ..,- 1`-i 1 . ' • 1 i 4--- ' '... i t . . :-.. - 1 t - I.. .. .- ....... ; .i. I • . 4 . * 1) I 'I • 1 ' 1 1 ...-L............ I ...... $ 4q4 S • I . ' i . -4 .. . ... . ..... .. . .. L-. d i .1 . , . , — ,--- • „ , • -Ci--..4_,t11 A.. CI) I e .......e.e!:..-t,' _..A.e.1 (T.:. 1 / _5 , 3 IL' .•, ci ..../cL r. r !2.4 1-> I . i i 1 , . , t) I - E . x•/.96A. Is ,:,11 e; 1 1 , I • , , . , • i ;' I . • :. ••4••••_1. . , 1 . . • , , • , . , , . , • 1 . . . -+- , ......____:. 4 , . . . ,, el).— .-0,s (I.e. s Le 1-' • 51 Ci5 . .. * , . ..... .., , „ , • • . . .. 4 3 ! /jj sr . • • : — p$F , . . . . , .... _ t.".1...14 4-. I -/- . i . • . . ( • 0 01 F V c l/ 1.1 \ (1 Liiii.i.- . . , . . ---- — ' — , . / 'f [ . . . • . . . • .,.. s ..., . . : . . . . : .- • • . . . „ . . • . • • . .. . . . .. . . . . „ . ( 1^o -- . 1 --- ( t Y y V2 Kw' Ie..- i le • . 44u.es s hol e.. � PI- %2 X 7 ' 1 2 0 71.. • z- 4 of l'frl 7YP '''— GbxlSc >\ SUos @1(. `' _ T5 7X LSx3x' /4� 411 V2)3/4 0 / I I I ,. ,P V. A 10 R.ogt 3 //6 r _ � a N • N I. k r X I X I C.5D-ZY' / ......... . L. E V ATl 4 _ , //s" :_i_L f x 1ST - of 514& • ' exi .." . 41.i _ ,.. 3/4 GA If_ �wi � GT T �� � I/ I -- ---------....,-..._ ........4._..•/._..._ _4).44' .. ........ .._______.... 2 1 4........ .... z ,,_,......, . 7 ---I t t 3 /4 % 43 TH2u -Bol7� I ki___. L5 x3x'/ "x 3 " �� v C 12 E G q L,5 • , v l $ !I �'rn ✓ w j3 n .r � o D EA. SIDE . W / y 2 , 1 4 ) f4 y , / %� x z- �oi-at Kc.iik -aogs @ :too , Ii hf peth I I HoLE)TYP. IN Cow:. Do - s�o�s oo Ts 7 x7 1 re�ia(S ( " oT ATTA(.}‘ To ' fIAri' wucl_ ....) IQ I jL.c;(10/3 gib .1 /41i I '- a ,, ' '3 /4/ _ / d . , . • , J4 . / r o, • J • • . •. • • . . . • ..........,. ... . . . ANNE SYMONDS & AS( .CIATES, INC. (. 1601 SECOND .„.,4., SUITE 700 (206) 441.1855 CONSULTING ENGINEERS SEATTLE, WA 98101 FAX (206) 448.7167 „,,,,-) PROJECT //1 e / re , r-,.. e,...,7 , /4 JOB NO. -7y_as PAGE 7 of CLIENT il....)e /e0 -(-- BV 5 aig.____ DATE Oz/7 SUBJECT 4, f ...„. g c CHECKED ' DATE .■.1 - 1 — I . ' • "" . . ...... , ..... ___ ...... . . , • — ' - , • ...._., vi ..... ,. ' 12. ! i '■,,__•---;" _. - . .., (m 5 ' t )(24/046)(1/4 ' ( , ... ( C i 4 z:' . , , •,‘ „. • t...-0_44 .; , c._:,: . 0,. .11 .4 _ 4 1 ...... f es' a . 0 1 4 ..... --- 1 - C"trii4e..7 ... Go to f / .. . 1' ' - *N • • ••- IN . "L. , • , -.. • 4 \ A-Ir•-) v•froVt. f •c-L..c--(.4 . . ... . I . i 7( calot.' II c ..,E IIMOMMIll i .. ' .. i . . ' ; \ , , • i • \\ 1 \ , • 1, .. .1 . . . i • t • \ ,•1 6 ' . 1 , • -4.-:-- -- .--\.-- --i - ---t----- ---1---.- i --1- • ---i- ri . i ■ , • - I '.. . 1 4 ; . . 1 ".-1 • ! i . • •--- •\ f — 7 - ' • - ' 1 . t1) r ; •, " • I - -- ; 't - . ■a, ...-. !. . , ,:r .._. . :•— ; ; ! , ••••:.- -!' 7-(Cf • ' 1 . , . .. _ ....__L. ,t_....._ ........_ • ,I,F. ... . . _: ._..... • • • Cirqd) ' 1 . --- —. , r 1 i [ - ' ' ! ... , , . ., .. ..... . ._ ___....._ ._.... j ..._.,_ _ _ ... : .. , ...... , —1- 1 -• . ! I I . i: D • R . ce_ 4 .11_.z....... .i._4_4-._e ::........ i __ _ A,. F.:_li9... .17. let k .c-. ' i 1 • .. '.-.....''." 1 .* ...--. .-6.19. ...)( i . C Z - Or F ) ■ 7 i- /2 i i r 1 4 : - • ; 1 . ' ' 2p ' ; ..,..L. i - i ' 1 -- ,n6, i .-'f••• -.• • . • • ' ---1--"' "1 *i .. L4 M $114 ' 7- t • 1 i : • • -- -i- 1 ........_ _::. . . f ..(_. ....Y. .. 1 1 1......I .. __..... _ r I, i* 7 lz 3 - • -- ... ! ' 1 ..._, _.., _......_ 14 i'l ____jE ..1-. 1-•.e.F. Z f.C.i.ktd e....,... ..t.... 4 : 1. o._ A . .:-T: ,.... ?:-S.A) #..., :t ! 1$-% .Y./..-I- 1 ■....... , 1 . . . .. ...... ...., S. ,.... , „„U7 -i------"--""---""--"----4'il " " - I"'" . 1 ) .,. . , ___ — Gt))1,-)17 'wk. '5 . 4 .t. IA k 9 1 4.5 L ' • , .. . ____„„ "-T.-. • I I f , ,. . ......;....I . . • / ......±({..,. cf 1:'"P. -... ...: . ■ • , . ...„ . . ; I . 7-- WIt?' .. • • . , . . ..,-.4 / • • * . . ,. . 1 -• *I i I .......• 4 I • 1 +7) . • , , I . : . 1 • - . • , . • Citiala ...:•- /6 56 ( '5 # • . . . , . ) ! . , . . . : • . .....; .• • - •-- , . -I 4: *' , 1 / (1 . • ' . r. - : ' — " . - . . • . " (mo); \ 1 I , • • • Ic. ' . 6°A...f,1 . 1 I , 1 1 ! i i , . • . . 1 • . .. .. : :• .. . • . • • . „ „ • ANNE SYMONDS & ASS :IATES, INC. 1 601 SECOND. „ ::. SUITE 700 (206) 641.1855 CONSULTING ENGINEERS SEATTLE, WA 98101 FAX (206) 448.7167 PROJECT /AIe /2 / „. a G 1 - 1. 1 JOB NO. 9 if _657, p? PAGE /0 OF / CLIENT L. J, 1' 4 / ( 4 f' BY �, L 0 Z. /9 5 SUBJECT Z 7( Q 59 ) CHECKED _ DATE / _.._.. (lei 7.,Ii9� , Grr���> 1d�c - GG /¢ S11 .. - - - . 1 A. . / ; A . . 1 c4_46.1., aver ca — W,P' •I S ft fZ.eor', V a l " • l 4, � _: .� 1 _ '_..... — '... I I (('- 7`x 1 / r C N1 bas • I -1 1 j 1 —i —•_. I I . .' . F - ....- -- . _.._. - - -_ • , . +4(4 -. .b4:5c ' ; = .. 4 t Yaqy fi-Ti, A, pit, 4 1. 3 _ 6.09 c ao / ” i 7 mil.. r,iT ....i - - "#. i ;. ; H „.. ; :.....2._..s,,._ _ r I - - ' _: ..._ -- - .� .,,..11 1 - • ' : L- I F - 4? ' - ' i ) _ ? -- � — • -�: _ - ae -- - • 911 -.... � . - , 1 • i 3„...if *S.. # - LI I -1 .4--. 1 - . ._.;......:—_4_.. ; . ..; ..................1 _...... :_..-7.7..,...-..i.....f• - i ' J- fl , '. . el L • '.._- 1--.,..N ,�._. +...1.. = 1°�! `� I 9 c '4 / -_..a - - - -.c ... !t —__ ..; ..i_._, 12 i i . • f . • , -: .._ :94 LI. 1 ° _ Q.. 1 . -lb,- - ..1. , ,..-1 l_•— .... -),. • . 1, CT n 13 ) , L I sus !` z - •-• -T- -i . -.L..— ff 1 t . 4. .._ . ,.8 .10s (17.3Y 40 .A.= ,'05�y.)(/t31R ! ' I• : I V . Sa / '34 r 34 D S- , „ � ,_Q -C.:.. �$Q*. -Cif N'�. .. i + 1... .. -I - 1 j/4 a. . Ct C� fT 95(.9)0( 0( {) ..-- 1!:.8..dSF 1 ___ I i '- a wlq Y� Govt . 3 ... _ 1/ pi.,. 44 E_ . 1 C l) . (f) (.z,s 18yd'!) r /6' / �I • I' .., "- c . i ; tRG y MIS z I1 4 r, 043 I. )(18')i(a)/ • , 1S' f F 2L 0' • .. -1 -. - ` �••. 1 - �� .. A I ? � �� .f 14 /2.1q, 1q, r - . at ,(0-s 0 .I 4 _ .._w_ .. .. . _ _ . P/ ( t_ _.� j .. ' A1 .5 7 I/8 ( •o-lgtc l l.A7.. IS)4,• Y = /,) 05( At � � Ili / Mr G I, ( l' °(6' C 12 I ?Dt ,?Irk"')~ . I I n ' r . n-t qv 7.. .../ , \ 'a // • - . • ... i i4 ./.• , . . . . . . . . - • . . . . . • . , . , • . . . ANNE SYMONDS & AS( CIATES, INC. 1601 SECONd, i... SUITE 700 (206) 441.1656 CONSULTING ENGINEERS SEATTLE, WA 98101 FAX (206) 448-7167 ,) PROJECT AlltIV Valli /)("11‘ JOB NO. 5 LI- o57, 0Z PAGE / OF CLIENT GL..) 1 e .4 f BY 5,-. L. L. DATE SUBJECT c? i 0 F -1,.,e s.1,, c (4 . 5 CHECKED DATE • .... ..........______. • . I , / 6 51.1c1 I) °S•<••• .. / C If effre-t )2 6,.. 11 . . . 1 , 5 • i ..------ .. '' . • , ./-ft . 4 IAA . i t . • ..t, ( if -iI--9(l.5 Xdire)V-9e : • . it 7 -: I I - . r- .... , • •j„. • .1" ... • • • - 0 I , • ... 7 . , • i , : • ) - • (..--i-f._ _I.. ■. I , , L 1-.• • - 1.-•,•4 ' -, •• • ,... i iii - i 2 tcy 7171, , .. , . .. : ! i ■ —,-- .- ------ •-----.--..--- -,--------- ... :.. .. _ , • I ' • —.- - i I . —.) l i - . . is : i . .• 14.. .. 45 ' , • ,. - ,! - i. - ...., /... 44.,, ; ,- -.!.....,,.... ..._ . . e i )( 2 ,1 1 )..,: :-. _ , L 1 7/ 1.41 1 5 .,1 i , s .. , ■ . .., ,.._+______:_ ,_..,44........__........_,_; l q rA /ti.Y b.). • .:___i_.....L__I. .... _ 1_ _t_ . _ .. _i..._..... . ... ; ._d_.... _I._ i I... 1 ....' • , i i . ) _.... • i , • 1 1 , _it.. ._..t . 1 _L..• ) 1 f- - - • /i,,, ' •,' _ , A .: ':ii --- - ,i -,.; -- - --- , - , -. ..L. -- 1, -_-..--,-, .os r L I ■ - " "} --i" i I ii0 TUE- 1' I lee alf‘1.7.4.-doSa.Q.i_g' `‘ / ( ___,.... _I 1 : i , 4 .--i- i I 1 - 7b , 1 . -4. 1 ; i ■ 1 • •! ,...,.. ■ , . I I I : f ir + 7 4 ' – – --- - -1. 7 .... ___7.r.....C.t) i 4 i ! ■ -"--- • - ' • - I '- --• ■"I'J• I ' 4 t- 1 , . ',. . , I ■ . 1 • • i -- . • e• . . , --- • ..,, ; 4 Fe. . ' ' 4 , ....-i— I.-- '...... ....,-1..- t.......L..2...._.' 1 ......;___...... . . , • I • 1 1 : ■ - i . v . -5.--- ' 1 I 1 . 4 -.:-.. A,.., L . c 1 7 1 ; ;. • . • : . ._...i......i i._. • ., 1 t --; 4. • I ' ! ! I ' ! /276).±. . L.14--9 6 ( i019_41.7_4 4 - i • 1 I I ! . - 'r--.. J - 1 .— i '... . 1...-?.111/7._ - - • 1 ........ . CJI-r" ,f 1 11 " i4. ii-/ . . • .1 1 ------- -.I-h j 4 -- _ -. ,,,... ', .''- .-.) e.. :is , = .,4 ..."; . • - • ! I , • ` 1.4.----=- i . ' $ - , - ..; I. - ! . I i • .. .. . . , ■ S • 1 ! ! c so ,..... V AL,.. 1y) i ... i ,...... 9: .1 !•, LI ; , I ' -- • I . , _ ..,.......... 1 , . , i 1 . . - V...`-..-, -- - .—;.. I ,.....--;,......--- • • i . I : 1 , _ .. 1 1 1 .. .. ■ i ! . i I • I : ) , /.............10 t.. . [ i . • I • , ! . ' . . . . . i . --- ; ", ' - r - - i - • • : 1 , I I • • • 1 i ; 1 I 1 1 • . -- --- ---- • • • , • ,. - - . .. • ANNE SYMONDS & MU CIATES, INC. ( FAX 1206) 441-1855 (206) 448-7167 CONSULTING ENGINEERS BROADACRES BUILDING, SUITE 1000 TOD: 587.5500 1601 SECOND AVENUE SEATTLE, WA 98101 WA 800.833.6388 , . PROJECT 74 V) c, ri 0, / . re; c ; ) - L. 1 .0 . 4 1 a JOB NO. '... ../%.9 f 7, cri_ PAGE OF . 4 CLIENT 1/Jc 1 en.c A r t., .,!!!{ e. C('.4 , c.- BY ) ..... 1,..4 •....... DATE V LI 9 1 pee vo.,_5 5 CHECKED DATE - . i •-*,,,+7 - 1---.---• : - • . . , . . , . • : . . ;......=.--...,..:..._—_,_ . ... , . . ... rsic..,,. Fti.L. . . . , . .. . . c,liCi4:tf-)i.4/10).'1 . ! i J i I \Nut> , Low tr- 1 , . . . . • . . . ,.......4......._s...........,.._. '1 • . . . :. .•-. ....t-5-e t .-1-..1".. . ...,..... : •,•• , . .. . , . . 1 1 , : • . . . . . I. . .. : ; 1 114111 71--= -- --7 1i Er . " . ........ _ • , } . • • - t •-!--:- •-• 4. - ........... 1_ i y . . , , t : . .. .. t. , t . , . , : ,•-• 1: -- . . -- ,• • , • , I 1 ' -1- . 7 ;1.4 - t - i" - - ',1,. 1 1 -- ' l• • 2. . 61 C: , 2 . : : , _....-. 1 7- 1 1 ' I _. . ....;..D, L L • ,t' L - 7. -;• . . ,• -4 . - i ) I • , . ) 1 - ....___.:L.P... ; . . ....._..... .. .. ... ........:. ; . ; 1 . _ i t.- . i al T. 1- 7 • _ • .- ----;—t-- ' , . 1 _; • ' I -.....4 .....- -.................-. i ... ; 1 1 , i : I • ' L 1 . . ; (. ••i•--4---- - ; • :••• . .. .. 1 .____;_......_,.. , ._ ..• . 1. .;....1....4____. , ..11, III , , 1 ' ! 1 1 I , •,_. 1 I _...... MFR.. ! L.4 )0)04 .. _.N4 .. ;ME i !46,; ..1 . ; .. 1. ..[ i . .; .. ... . :,. 1 .._.. .......i_. ommazit. I. 0 ile _ !.47 ..„0 a. :.._.-5T ..1. :i, . L.... ..... _..4.,.. . 1 • ! i . d - i .- " ' 6 .0 L., ._ . .1L 1.' ...I . . .1. _ __L_ _i_____,......._._ . . _ 1 • 1.1 . .....i.....1__ .. . . ..._ .. ; i. 4.....:... . 1 .. I. LI .. .......... ..:_:... .......',... I . ......... . ...'. ; , ' ; ...4—__. ......_. , ...1... i ' ■ I 1-.....................i.. ■ i -.................. , i . t ! . 1 ' ---i--"" • . I i .....} - (i0e$ • 41.:)(4. . . -...... . I i 1 i _ - , il 1 , , ' . ; • 1 , . 1 - . • I --t--..' ----;-: -- - . .. . EMITIVAIP1 11 , — « - ! i - ' 1 killiiihiiiiiNINNEI , L 1 ,i 1 i 1 f ' , ..,........, ir.....tal > .... _............„... .. . . ". &I . . In I 1 '' ' ! ' 1 , .„ . :....1. . • ._ .... .,. i . 1 .2 ' I . • . 1 . - . - 1 1 I I ' ; • ! ..-4-4._ I ) • , • ° ! . 1 • 1 . : . , ,..;....-...................., . . . r 3,...,.....x,q.„.4...,.. , ...! . . .. . 1 • , , . . . , , • , .._ ,. ., ..... , . . . . „ . ...4 : . • : ....... - , . - " . .. . fit . rF 1 :, . „9' . ,'p zr• . . . fi,� .1 . % If v, 1 `fl: ' 1N:K , tl i; t^t.lYi;? H. m. l. ; ni v, ',:-,-we ., .e. . .0 ,. V, � � r ; City of Tukwila John W. Rants, Mayor i i , WV %:; 0 •. I ', 4 • _ , ; u`r ( �•• Department of Community Development Steve Lancaster, Director ., 1 •' ................. ••' J ,. 1 August 2, 1995 Ms. Jennifer Townsend Real Property Agent King County Department of Metropolitan Services Environmental Planning and Real Estate Division 821 Second Avenue M/S 120 Seattle, Washington 98104 -1598 Dear Ms.Townsend: RE: Extension Request for Tukwila Building Permit Application #B95 -0033 A one hundred eighty (180) day extension to the above - referenced building permit application is hereby granted. Rationale for granting this extension is that there has been no major code revisions adopted since the time your permit application was approved that would have any affect on your project. Please be advised this is the only extension that will be granted for this building permit application. If substantial work is not started on this project by January 26, 1996, Building Permit Application #B95 -0033 will become null and void on that date. If you should have any further questions on this subject please feel free to contact the Permit Center at (206) 431 -3670. Sincerely, it �r� f i) �— ane Grif in Building Official /kjp 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 ' trrAA.P;= t +'.ti.i °::1`l.�,r » ^r:q •a.: T3i°Z >ts ^x `FN'; ge.rrc!.7 ^: 1^J.c>.*Ya?x ArY.a.•r fNV•: ",':, ,. 11L: I'Ib.; 1G I I-1 I• LK 1 bL NU: labb) bd4-1.•bb la'fa5 I moo C. 4,.: ')(Ii X 1'19,9; • A c t ion Memo t;�a��,,,,,� TO • MAIL STOP OA \ .. fp/ FROM ' PHONE MAIL STOP FOR : . �°�' i ❑ INFO •APPROV • ❑ RETURN ❑ ROUTING . ____adzifr5:±....44,45..1_, ..- . / / i .. r I % i �.��i J • 11,, / - Ara / f �..r,..., • - - t�,�rri . r / .. e - / ��z r��rr<i / .[lle.. _ . �/i• ..i=.........remit 4 -i .I=�- -Ai i ✓ r IF .✓r�►� ,. e. ❑ Continued On Back 11001gw.12Jee) ! 7/7 . . . . , . , . . . . . . . , .. . . . ' . . . . . . . . . . . July 2 8 , 1995 . • • .. !: • . ' . . ' . • . . ' • ' . , ' • • .. • . . , . , . .. . . . ' 'RECEIVED . . , . . •CITy OF TUKWILA • • . • • . • • . . . . . . . . • • • . ' • . : . , , • . . ' ju I 2 8 1995 .. • • • :. • Ms . • Kelsey 'Peterson, Permit pepartmen' . . •• . • . • ' • PERMiT CE1,4TER ' . , City.of'Tukwila, : • . •• . . • . . . b • DeparMent'of Community DeveIbpment,,Rm. 100 • . . . • . 6306,,Bouthcepter. Blvd. . . . • . • ' . . . Tukwila, NA..9,8188 . : . . . . . . . . . . . . . , . . . . . ' . . . . Is . - 4- • .11.. . •u_ - :v.• -. ,.. :• -.. , . . . . . - . . . . . . . . . •. . . . . . ... . . . . . . . . . . . . , . . Dear Ms. Pers.: ., . . % , . • • ., . . ., . .. . . • . • . , . . . . . . . . .. . • • %• In actordanCe, with Section 304(g) of the Uniform Mechanical Code and, he, Uniform Building •Code, please extend'the permit . . . applicatiOn time period for the above‘referenced'Mechanical . and'BUilding Permits Which .yoU are.holding for'pick-up by 1 . • . . . • , Metro's. contractor... . . - .. ,. . . . . . • . . . . . : . • . . . . . . . ',Metro' is unable to pick-up the feferenced permits because' . '. the bidding'process took lOnger than anticipated. Metro • • ' • cannot finalize the award letter Until certain MBE' .- , reqUiremente'have been. met the prospective successful .. . . . . . bidder. Until that occurs, Metro will not have a contractor . , . and/or.subcontractor in place.to picX up the, permits. . ' . . . , • . .. . '. . . , . . . .. '' please extendt1;e,time by 180 daYs,as' by tile „ . . • cited code sections; • . . , . . . . . . . , . , • . , • 4. . . .... 4 . • t ■ I. . Please be so kind as to notify me by phone tha't the ' • _ . e'xt'ension has been granted. My.phone'number'is 689-5236- . . Thank you.for your .assistance in this'matter.. . . , . . 1 . . . . . .. . . . • . . . . . . . . . . , . . ' ' ... • Sincerely, . ... , . .. •. . .. • • . . • . . • . • . . . . . ennife Townsend • ' , • • • . . • ... • • . . • • . . • • . . • . Real'Property Agent . . . . . • . . . . • . . • • . . . . . ' pain:I:mil . • . . . , • . • . . • • . • • • . ' . • ., . . • • • ' . . , . . . .., • ' . . ' . ' . . . . . .. , . • . . . . . . . 4W ' . ', . , , . ' • 41:44k . . • . . , . .. . • . • • . .. . Anwopoe .. . .. • • • • • . . . . , • . . . . . • • • . -__ .. ., ., ... .. .. ... ... .. 1......... u.. ... < + "d .....rc+. <.n.e2u n...�;rt. .. . r.. m. ren. r. n.. r,..., w-...,.,..,....... v... d,. c. r, Kw. wv.... w .........,.... w..»....-,...... w+...,..... a.,. ......ew.. «.- .-- .....»......w.v SUL -13 -' 95 THU 11:49 ID: MEC - 12TH FLR TEL NO: C206) ,6B4- i900,_ 11670 PQl 4CmETRD • ,. , , . . , . King County Department of Metropolitan Services •, Environmental Plann and Real Estate Division • 821 Second Ave., M.S. 120 • Seattle, WA 98104 -1598 • (206) 684 -1165 • Fgx (206 684 -1900 • . , , • • ' . July 13 , 1995 . . , . ; . . , , , • ' Permi't. ' , . • ' City. of Tukwila; ' •' ' • Department of ,Commuriity Development , Building Dept . . ' . 6300 Southcenter Blvd. . • . ' . , Tukwila, WA '981$8 , , ' . - .0 •0 fl- — .+d 01 '1-90 _ —SO ' , . ' • • Dear Sir 'or Madam: ' , • ' • In,acco'rdance with Section 304(d) of' the Uniform Mechanical• .' . ' Code and the Uniform Building Code, please' extend the' permit • time,'period for the above - referenced Mechanical and Building • Permits 'which you are holding for pick -up by Metro.' ' • , ' ' • • co�itraotor.. please extend' the time' by 18,0 day's, as • . 'permitted by; the cited code 'sections.. . • . .. P1c,a.A ba an k•I nA as f-h 'nrit• i fy by phone that the ' . . ' extension ,has been granted. My •phone number is 689 -5236. ' ' Thank' for your: assistance in this 'matter. ' , • Sincerely, ; ' ; ; . .. , ' ' • • enni Townsend • • ' ' • ' ' . • Real 'Property Agent , , a paintbth ' RECEIVED • , , CITY OF TUKWIIA ' • . ,, JUL i 3 195 PERMIT CENTER ; I ii • .R t .cyalaiPeper . , . • • 4 0J1 LA z C1$ i Tukwila { FIRE DEPARTMENT 444 Andover Park East 0 2 Tukwila, Washington 98188 -7661 (206) 575 -4404 1908 John W. Rants, Mayor February 15, 1995 Fire Department Review Control #B95 -0033 (510) Re: Metro Paint Booth - 12200 East Marginal Way South Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1646) Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to The Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four r;:; feet wide. (NFPA 13- 4- 4.1.3.2.1) • ,._. -- .mss. �,�,��11LA � City t Tukwila v p� y FIRE DEPARTMENT 444 Andover Park East 0 Tukwila, Washington 98188 -7661 (206) 575 -4404 • y908 John W. Rants, Mayor Page number 2 2. H.V.A.C. units rated at 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #1646) 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) • 3. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 1,000 sq. ft. of area. The extinguisher should be of the "all purpose" 4A 40 B:C dry chemical type. The travel distance to any extinguisher must be 50' or less. (NFPA 10, 3 -1.1) Provide a minimum 4A 40BC extinguisher within 30' of your spray booth. (UFC standard 10 -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) (UFC 10.505A) 4. 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)) �� LA ' City r Tukwila . -:.. . y Z FIRE DEPARTMENT 444 Andover Park East 0 Tukwila, Washington 98188 -7661 (206) 575-4404 1908 • John W. Rants, Mayor Page number 3 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)) 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. 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)) 5. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. • (NFPA 70) All electrical wiring in the spray booth shall meet the requirements of Uniform Fire Code 1991, Article 45. 6. 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 fire dampers are required to maintain fire resistance of construction, they shall be installed.in accordance with their listing and UBC Standard No. 43 -7. (UBC 4306(d)) • - a . ∎ ..,4, +,.•R , ,` .S.:It ...Erc :.V.I Y'P Y".+t47;: 4::7 :;V4 mc- :4.71•:A. %13.i.frouoie MC3n4.tx ixowsc.,, N L'SiX1CirtC`t,'41A'S3R`i•0.VL 1tWMaeu , + ro^ rN .nUw:(Yi'it4%RInR+[YW+n4.wruvx Mrtznwv. riwvm} p> MfxaN • ,041rLA � City e r r Tukwila .:,.' Y Z FIRE DEPARTMENT 444 Andover Park East 0 Tukwila, Washington 98188 -7661 N 11: 1::!! 11 2. (206) 575 -4404 790$ John W. Rants, Mayor Page number 4 7. The final installation of the spray booth shall meet the requirements of article 45, divisions I and II, 1991 edition of the Uniform Fire Code. 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 adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Prevention. Bureau cc: T.F.D. file ncd • TS' 1' , 4 } } Y .',? f 7.h �fl� C7•.7 f+7j i •4'q '"S 1 .. * ".-.,„ • ^.,., p ^"T ^' ,.,- 1 , , "� _ _. ....• ' .. • � � . 4 . {.ri+J: �-4i w . T. F . . Rt. }•Hr:‘l•p+p '..:'..•: .:'.'ti,,.....r .. ..a ..:. .. ..n.:- :x.t.'... �:. � : .v.......... .,, •.. •. ..... .�+...... «.. ,. :.... ....,..-... r ....».....-...., sr,. vttt. u.. ww. n. ,- ,«.ww,w.,..w.,..mo�.,w..wu,r ..n7r.w..,....,..,....,..,. . TRAN.SNII`I:'1'A1. TO /j ZAA& ` � DATE /. � 0 9 COMMPA I JECT NO. / /J ADD' • PROJECT 7, * „or.- We are sending you the following via: ❑ FAX twoLT �, ucLwcl‘f Meer ❑ OVERNIGHT DELIVERY ❑ MAIL COPIES DATE ITEM Air Architecture I218 Third Avenue & Interiors _ Suite 1412 AS YOU REQUESTED ❑ FOR YOUR REVIEW & COMMENT Seattle, WA 98101 ❑ FOR YOUR INFORMATION 0 FOR YOUR APPROVAL Fax; 206/343.0241 REMARKS Phone: 206/343.0236 DISTRIBUTED TO 7/7,41PYIhrkg • ER LEAF Lye _.. .,. ,? ...� ,,. e� ,!t >:., 'J. :, ".. .;p, , ... r Ft CI'C . .. ,i ... f:: ",'r`,r 7* .. as 0:4,1 ?:' `Ui!,,: V n • ,s. ?"2 ...� \)Q VE R L EAF <31e January 4, 1995 Mr. Jim Maloney Facility Planner Engineer King County Department of Metropolitan Services Technical Services Department 821 Second Avenue, M.S. 118 Seattle, Washington 98104.1598 Work Order: #2 /Contract CT-M119-93 Subject: Permit Fees Dear Jim, Last week I spoke with Shellie Bates at the City of Tukwila in regard to the Commercial s e :, r : I e Tenant Improvement Plan Check, Building and Mechanical Permit Fees. The Fees were o calculated based upon ($870,000) the project value figure written on the pre- application P"' r I :, „I project summary form dated October 12, 1994. Those fees calculate as follows: Plan Check Fee: $2,047.18 Building Permit Fee: $3,149.50 State Surcharge: $4.50 Subtotal $5,201.18 Mechanical Permit Fee: To be determined based upon the number and type of mechanical units installed. Electrical Permit Fee: To be determined by the Department of L & I. Plumbing Permit Fee: Minimum $57.00, King Co. Health Dept. Gas Piping Permit Fee: Minimum $57.00, King Co. Health Dept. The building and mechanical plan check fee is due upon submittal for permit (January 27, 1995) and made out to the City of Tukwila. Both the building and mechanical permit fees are due upon pick -up. The electrical, plumbing and gas piping permits and fees are usually a one -day turnaround and payed for by the contractor. Please call if there are any questions. S'ncerely, aterLeaf A, hitectur =.& Interiors REC EIV ED rchitectttre �''1 �/ & Interiors r� • V 1 JAN 0 .rl /995 315 Thiel:��rnue 10 • rr• r• r, I ' enior Project Manager DL A, suite 1412 Seattle, WA 9$I01 cc• ShelliefBates, City of Tukwtla:Pernuc Specialist a Fax: 206/141-0241 Thule: 206/141 0216 • ty 4 ti City of Tukwila Pre - Application Process '�, MEETING ATTENDANCE RECORD City of Tukwila Department of Community Development - Building Division 6300 Southcenter Boulevard, 11100 Phone: (206) 431 -3670 Tukwila, Washington 98188 Pre - Application PRE94 -035 Project: METRO PAINT BOOTH File Number Meeting Date: OCTOBER 20, 1994 Time: 3:15 P.M. Site 12200 EAST MARGINAL WY S Address: Date Checklist OCTOBER 21, 1994 By: SYLVIA A. OSBY Mailed: CITY STAFF PRESENT DEPARTMENTS PHONE #'s NAMES /TITLES X Building 431 -3670 BOB BENEDIC'T O, SENIOR PLANS EXAMINER X Fire 575 -4404 MIKEALSERSON, FIRE MARSHALL X Planning 431 -3680 DIANA PAINTER, ASSOCIATE PLANNER X Public Works 433 -0179 RON CAMERON, CITY ENGINEER Parks & Rec 433 -1843 Police 433 -1804 X Environmental 431 -3680 GARY SCHULZ, URBAN ENVIRONMENTALIST Permit Center 431 -3670 X I Other: 431 -3681 RICK BEELER, CHAIRPERSON APPLICANT/REPRESENTATIVES PRESENT CONTACT Name: PAUL NUSSBA UM Phone: 206 689 -5231 PERSON Company/Title: METRO /ROW AGENT Street Address: 821 SECOND AV, MS 122 City/State/Zip: SEATTLE, WA 98104 OTHERS Name: DARRELL TURNER Phone: (206) 343 -0236 PRESENT Company/Title: WATLRLEAFARCHITECTS Street Address: 1218 THIRD AV City /State/Zip: SEATTLE, WA 98101 Name: JIM MALONEY Phone: (206) 684 -2092 Company/Title: TSD /PROJECT MANAGER Street Address: 821 SECOND AV City/State/Zip: SEATTLE, WA 98104_ Name: MIKE ESHELMAN Phone: (206) 622 -3321 Company/Title: FACILITY SUPPORT INC./MECH ENGINEER Street Address: 605 FIRST STREET, SUITE 400 City/State/Zip: SEATTLE, WA 98104 Name: LEO HRECHANYK Phone: (206) 684 -1849 Company/Title: METRO/TRANSIT PLANNER Street Address: 821 SECOND AV, MS 51 City/State/Zip: SEATTLE, WA 98104 Name: Phone: Company/Title: Street Address: City/ State/Zip: • pRE- APPLICAT DN CHECKLIST CITY OF TUKWILA . DEPARTMENT OF COMMUNITY DEVELOPMENT . 6300 Southcenter Boulevard, Tukwila, WA 98188 BUILDING DIVISION PERMIT CENTER Telephone: (206) 431-3670 PRE - APPLICATION FILE NO PRE94- 035.•: PROJECT: METRO PAINT .• BOOTH • MEETING DATE: 10 -20 -94 TIME: 3:15 SITE ADDRESS: 12200 EAST MARGINAL WY S ..,Wd +.C. • P, v7• �.�•, ri ^' ..•rt. nCn n,..,..,... t.., ^sal s ...ri•Yni` 'rc vi.:. r .,,... ,: ...:fit )l _. .`a�T! ,r ;. 4).�, ? • .: r �' �. �4:��: ;h � : The f A:00 c rtmen sure based'on. r: prelln►fifa�ry.revle4ir. ` t'' ' �'` ,• . ' : :: ", • Additional nfarination may.becngeded.` ;K01her re gWremente/regudtlone r ay need;io be:met: BUILDING DIVISION XI 1. Comply with the Uniform Building Code, 1991 Edition. • 2. Comply with the Uniform Mechanical Code, 1991 Edition. • %-lots R(aesMe lrtA.L. aft aso t cope.) tgS4 Ftgtire- mnot4. 3. Comply with the Washington Stat - • - • - - _ - , ' ' • - • -"• . Provide energy calculations stamped by a Washington State licensed architect or engineer (see attached format). • M 4. Comply with Washington State Barrier Free Code, 1991 Edition. csi 5. • Apply for and obtain the following Building Division permits and approvals through the Permit Center: /Building Permit • Rack Storage /Mechanical Permit • Demolition (building) • Other: E 6. All applications and plan submittals must be complete in order to be accepted by the Permit Center for plan review. Use the Plan Submittal Checklist provided on the reverse of the application forms to verify that all the necessary materials and information has been supplied. 7. Construction drawings must be stamped by a Washington State licensed architect. • 8. Structural drawings and calculations must be stamped by a Washington Stated licensed structural engineer. 9. A boundary survey prepared by a Washington State Registered Land Surveyor must be submitted as part . of the Building Permit application. • T i 10. Temporary erosion control measures shall be included on plans. Normally, no site work will be allowed until erosion control measures are in place. H 11. ' Rockeries are not permitted over 4' in height. Retaining structures over 4' in height must be engineered rejaining walls, and require a permit. r; 12. All rack storage requires a permit and rack storage over 8' high must be designed for Seismic Zone 3. A ` - " Washington State structural engineers stamp will be required on plans and structural calculations submitted for rack storage over 8' high. • L i 13. Construction documents shall include special inspection requirements as specified in Sections 302(c) and 306 of the Uniform Building Code. Notify the Building Official of testing lab hired by architect or owner prior to permit issuance date. The contractor may not hire the testing lab. 14, Construction documents shall contain soils classification information specified in Table 29 -B of the Uniform Building Code, stamped and signed by Washington State licensed architect or engineer in responsible charge of the structural design work. Li 15. Demolition permits are required for removal of any existing buildings or structures. i l 16. Comply with UBC Appendix Chapter 35, Sound Transmission Control (R -1 occupancy group). E l 17. Obtain approvals and permits from outside agencies: ELECTRICAL PERMIT /INSPECTIONS are obtained through the Department of Labor and Industries (248- 6630). [2] PLUMBING PERMIT /INSPECTIONS are obtained through King County Health Department (Inspec- • IILL��1l lions: 296 -4767; Permits: 296- 4727). KING COUNTY HEALTH DEPARTMENT must approve and stamp plans for public pools /spas and — food service facilities prior to submittal to the Tukwila Building Division (296- 4787). • CZ) FIRE PROTECTION SYSTEMS plans are reviewed through the Tukwila Fire Department (575 - 4404). Ej 18. • C 19. 20. • Checklist prepared by (staff): G l xit Date: 0/20/94 • PRE - APPLICATION CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 Southcenter Boulevard, Tukwila, WA 98188 BUILDING DIVISION — PERMIT CENTER Telephone: (206) 431 -3670 PRE - APPLICATION FILE NO. ; o PAINT BOOTH. MEETING DATE:10- 20 -94. TIME: 3 :15 SITE ADDRESS: 12zdo nsm MARGIlrni.. ter s ;" 7 ;' '' ;� The�following comm '++s.are based,o prep ; ' 'review` ' - ;` �:. a dditional informaiIon may be. nee''' ee ..� d Other requlrements're:Mations mail need to be met. FiRR DEPARTMENT -- Construction Information S1. The City of Tukwila has adopted the 1991 Uniform Fire Code. This and other nationally recognized standards will be used during construction and operation of this project. (TMC 16.16.120) 2. Fire hydrants will be required. (City Ord. #1626) 3. Required fire hydrants shall be approved for location by the Fire Department, approved for purity by the Water Department, and fully in service prior to start of construction. By line of vehicular travel a fire hydrant must be no further than 150 feet from a structure; and no portion of a structure to be over 300 feet from fire hydrant. (UFC 10.301 and City Ord. #1646) n 4. Automatic fire sprinklers, . • =' • :: • : • • • - . , , - • - - 2 - - . - - • • - :: are required for this project. Sprinkler system ply with N.F.P.A, #13, #, end regtti ea#e: Sprinkler plans shall be submitted to Washington State Surveying and Rating Bureau, Factory Mutual or Industrial Risk Insurers for approval prior to being submitted to Tukwila Fire Marshal for approval. The fire alarm plans are to be submitted directly to the Tukwila Fire Marshal for approval. Submit three (3) sets of drawings. This includes one for our file, one for company file, and one for the job site. (City Ord. #1626) n 5. Maximum grade is 15% for all projects. Z 6. Hose stations are required. (City Ord. #1646) 7. A fire alarm system is required for this project. (City Ord. #1626) Plans shall be submitted to the Tukwila Fire Marshal for approval, prior to commencing any alarm system work. Submit three (3) sets of complete drawings. This includes one for our file, one for company file, and one for the job site. 171 ,8. Special installations of fixed extinguisher systems, fire alarm systems, dust collectors, fuel storage, etc. require separate plans and permits. Plans to be submitted to the Fire Marshal prior to start of installation. (UFC 10.301) 9. Portable fire extinguishers will be required in finished buildings per N.F.P.A. #10. (Minimum rating 2A, 10 BC) 10. Buildings utilizing storage of high piled combustible stock will require mechanical smoke removal per Section 81 of the 1991 UFC. 11. During construction, an all- weather access will be required to within 150 feet of the building. (UFC 10.207) XI 12. No building will be occupied, by people or merchandise, prior to approval and'inspection by Fire and Building Departments. 13. Adequate addressing is required. Number size will be determined by setback of building from roadway. Four inch numbers are minimum. Numbers will be in color which contrasts to background. (UFC 10.208) 14. Designated fire lanes may be required for fire and emergency access. This requirement may be established at the time of occupancy and /or after the facility is in operation. (UFC 10.207 as amended) 15. Special Fire Department permits are required for such things as: storage of compressed gas, cryogens, dry cleaning plans, repair garages, places of assembly, storage of hazardous materials, flammable or combustible liquids or solids, LPG, welding and cutting operations, spray painting, etc. (UFC 4.101) 16. Fire Department vehicle access is required to within 150' of any portion of an exterior wall of the first story. Fire Department access roads in excess of 150' require aturn around. Fire Department access roads shall be not less than 20' wide with an unobstructed vertical clearance of 13'6" (City Ord. #1632). n 17. Adequate fire flow availability will need to be demonstrated for this project. 18. Checklist prepared by (staff): AL(!Gt JJo Date: t°4 • PR E-APPLICATToN CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 Southcenter Boulevard, Tukwila, WA 98188 BUILDING DIVISION — PERMIT CENTER Telephone: (206) 431 -3670 ............... .... ...... .. ........................ ....... .. .. •.:.. ..::...... S y::::; >:'•:. X 4 • }'9: ::PRE APPLICATION :;FILE - °NO :`'`'''PRE94 - ';PRO.JECT :;' METR :PAI :BOOT�< ;> f< '. YY >' MEETING DATE ion- 20 -94'' TIME. 3:15 SITE ADDRESS "12200 .:EAST MARGINAL WY s The following comments are based pn a preliminary review:y�, tr, Additional information may be net�ded. Other requirements /regulations nay need to be met • FIRE DEPARTMENT -- inspections 1. Overhead sprinkler piping • a. Hydrostatic test d. Fire Dept. approved plans b. Trip test • e. Sprinkler head location and spacing c. Alarm system monitoring test f. Materials and test certificate • n 2. Underground tank a. Location e. Vent piping, swing joints, till piping, discharge piping b. Distance between tanks f. Anchoring c. Distance to property line g. Hydrostatic test • d. Depth of cover • h. Separate Fire Dept. approved plans n 3. Fire alarm a. Acceptance test b. Fire Dept. approved plans • n 4. Hood and duct inspections a. Installation • b. Trip test •• y 5. Spray Booth • a. Location b. Fire protection c. Ventilation d. Permit n 6. Flammable liquid room a. Location b. Fire protection c. Permit n 7. Rack storage a. Permit b. Mechanical smoke removal c. Rack sprinklers d. Aisle width n 8. Fire doors and fire dampers a. Installation • b. Drop testing • X 9. Fire final ' • e, Fire protection systems: a. Fire Dept. access (1) Halon systems b, Building egress and occupancy load (2) Standpipes • c. Hydrants (3) Hose Stations d. Building address (4) Fire Doors (5) Fire Dampers (6) Fire Extinguishers • pi 10. Other: a. • b. e. c. f. • _.. d. g. Checklist prepared by (staff); - 71V j /4 C. 12.5 d,.1 Date 4(3/9/ • • • • PRE-APPLICATCON CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 Southcenter Boulevard, Tukwila, WA 98168 BUILDING DIVISION - PERMIT CENTER - Telephone: (206) 431-3670 PRE-APPLICATION FILE NO • PRE94 PROJECT: METRO PAINT • BOOTH MEETING DATE: 10-20-94 TIME: 3:15 SITE ADDRESS: 12700 EAST MARGINAL WY 8 The following comments are based on a preliminary review. • Additional information may be needed. Other requirements/regulations may need to be met. PARKS AND RECREATION DEPARTMENT The Parks and Recreation Department has no comment on this project. • • ■ • RECEIVED OCT 1 8 1994 DVELOPMENT , PRE- APPLICAT` -JN CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 Southcenter Boulevard, Tukwila, WA 98188 BUILDING DIVISION— PERMIT CENTER Telephone: (206) 431 -3670 PRE - APPLICATION FILE NO. PRE94 -035 PROJECT: METRO PAINT BOOTH ' MEETING DATE:_ 10 -20 -94 TIME: 3 : 15SITE ADDRESS: 12200 EAST MARGINAL WY S The. following comments' are based on a preliminary review. Additional information may be needed. c:Other requirements /regulations may need to be met. PLANNING DIVISION Land Use Information 1. Comply with Tukwila Municipal Code (zoning, land use, sign regulations, etc.) i 2. Obtain the following land use permits /approvals: [) Boundary Line Adjustment n Rezone Building Site Improvement Plan n Shoreline Management Permit 0 Comprehensive Plan Amendment ( ) Shoreline Management Permit Rev. O Conditional Use Permit C j Short Subdivision Design Review () Sign(s) 0 Design Review - Interurban n Subdivision Environmental (SEPA) ( ) Unclassified Use Planned Mixed Use Development ( ) Variance O Planned Residential Development n Other: 3. Zoning designation: Site located in sensitive area? Yes No NPc Kift 4. Minimum setback requirements: Front: Side: Side: Rear: 5. Maximum Building Height: _ Height exception area? n Yes n No r, • 6. Minimum parking stalls required: Handicap stalls required: 7. No more than 30% of required parking stalls may be compact. No landscape overhangs into compact stalls are permitted, although no wheel stops prior to hitting the curb will be required. 8. Minimum landscaping required: Front: Side: Side: Rear: � 9. Landscape plans must be stamped by a Washington State licensed landscape architect. All landscape areas require a landscape irrigation system (Utility Permit Required). 10. Roof -top mechanical units, satellite dishes and similar structures must be properl screened. Provide elevations and construction details as part of building permit application submittal. 11. Trash enclosures and storage areas must be screened to a minimum of 8' in height. Provide elevations and construction details as part of building permit application submittal. AM- 12. Building permit plans which deviate from that already approved by the Board of Architectural Review may require re- application for design review approval. • l 13. /N77retac • 0/1 d 14. - r . _ /A-1 sD&f A , • " 'i°L/ maz -C:^ /71 Pe651/'4 c5- I 15. _ xc9p7ioN ,4J'7 16. i 17. I 18. 19. Li 20. Checklist prepared by (staff): _ ZI,i /0 . f 7. 9 q " Date: . pREAAPPLICIVICION CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 Southcenter Boulevard, Tukwila, WA 98188 BUILDING DIVISION- PERMIT CENTER Telephone: (206) 431 -3670 PRE- APPLICATION FILE NO. PRE94 -035 . PROJECT: METRO'PAINT: BOOTH 1 0 -20 -94 3 :15 SI TE AD DRESS: 12200 E AST MARGINAL I S MEETING DATE: TIME. The following comments are based on a preliminary review. Additional information may be needed. Other requirements /regulations may need to be met. POLICE DEPARTMENT • o// 777 ;. 6 . Co M nA. F,✓ • • PRE- ATION CHECKLIST . CITY OF TUKWILA o ci 1 4 1994 DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 Southcenter Boulevard, Tukwila, WA 98188 BUILDING DIVISION — PERMIT CENTER TUKWILA Telephone: (206) 431 -3670 n�JBL1C�VUC]AKS ....::.,... MEETING DATE:: ;;'1O- 70-- <- TIME :...:: 3_:L5SITE' ?ADDRESS 12200:: EAST.. MARGINAL. ::. $ '? ;: PUBLIC WORKS DEPARTMENT . , • T he f ollowing: coil tints are based, on a p reliminary review. • Additional information.•ma�y'be needed , Other •requirements /regulations may need to be (net . 1. Apply for and obtain the following permits /approvals through the City's Permit Center: ( ) Channelization /Striping /Signing 0 Sewer Main Extension (private) (~) Curb Cut /Access /Sidewalk n Sewer Main Extension (public) • 0 Excavation (public) 0 Storm Drainage • • F1 Fire loop /Hydrant (main to vault) 0 Water Main Extension (private) Q Flood Zone Control • • • ( ) Water Main Extension (public) ( ) Hauling (2.000 Bond. Cert. Ins.) 0 Water Meter (exempt) (T) Landscape Irrigation U Water Meter (permanent) • (� Moving an Oversized Load C Water Meter (temporary) 0 Sanitary Side Sewer (~) Other: 2. Hauling Permit required prior to start of any hauling of material on public right -of -way ($2,000 bond, $1,000,000 certificate of insurance, route map and $25.00 permit fee required). 3. All applications and plan submittals must be complete in order to be accepted by the Permit • Center for plan review. Use the Plan Submittal Checklist provided on the reverse of the • application forms to verify that all the necessary materials and information has been supplied. 4. Water and sewer assessments may apply and will be determined during the utility plan review process. 5. Provide sidewalks per Ordinance Nos. 1158, 1217 and 1233, or obtain waiver. • 6. Provide Hydrological - Geotechnical analysis. 7. Provide erosion control plan as part of grading /fill permit application. 8. Identify building elevation above 100 yearflood elevation per FIRM maps (use NGVD datum and recognized benchmarks). • 9. Provide traffic analysis /trip generation study for: 1 10. Provide developers agreement for: 11. Provide the following easements and maintenance agreements: 12. Provide water /sewer availability letters or certificates from districts serving your development. 13. Obtain METRO Waste Discharge permit or approval (684- 2300). 14. Complete Industrial Waste Survey and return to METRO (self addressed and stamp provided): I 15. Review the following City studies when designing your project and preparing your plan submittal: • 1 6. A ►, .� .� c r (o •ctrA •NS • • n 17. S 04 . 1 5 o Y\ci\ G Y i YZ Q h co NACI S o 52 We . n 1 8. . . 19. — n 2 0. • • • Checklist prepared by (staff): Date: •,• .'" .', •••• ..• • ‘'. .. ' : . .,.. ,. ' ..,. , , ,.• ., ... . op , A .'' sH , UNIT REP IR ,. PAINT FACILITY U P RAD 1994-95 METRO SOUTH : BASE CT—M119-93,. q p 7\ \ . _________ , W___ s‘ 4 _ ........ .1 2. 4. SEPA�j P FO� JANUARY 30 1995 • ��AA C� �(zUiR A { PERMIT SET V eC A tG P 1 E COPY LEGTF:� PLUMB {� { DnderstanA that the Plan C heck a G an e^ sonsa 'z rm .. #.,^'", � r . oGpS P1 12114 hj2cttoernot a��tncr �e the Ma i _' ,.' - . r e,. �� A+- ,`'" T`1 OF 1ON "ns dD cods ot c e.. NOTE C d r ?i rr' sL 9d` 3 1 Gl . p N{S aVted roved p ans u {LD ctor•scopy2 aVP RECEIVED �� Y -- i , L-" ;':.,,7,-',,,,i,:',1,,,,,' , Y� f.. '�e � R im . 9 F'' t Q r o /) c OF TUKWILA ` ,, ®v I//`/-' + JA 3 SPECIAL INSPECTIONS �,cYi]�I��- AYP � �� �n�" ' � �� 'a � 6 y 0 1995 I ' T,QR IZEQ ALYU AUiYi 1��Ea7l��ED� pat P ERMITCENTER SE IN U.B . C SECTIO1N'306 ` = , , ." �r�,,;tNo. AP P R OV ED; D a ,,,, ,,,,,, 139 F3UIL NG DNISIO _ _ � I ,,,, .,,, a ;i — r , . y ,., c -..e., _r .rlr.�_ _.�. «:e.� nv.�� �a«.rt¢G� t,_�'nu'eam•+,�_... _ .. _.. .._ -. ..:.. ..... . _ : � ...... .'- - - .. _^ >.. 4 4�::` ° �..' :•„„,„.;..- ec:__uVrS tl I I .: .�vw.•'.. °, «- .a:.._ : _ .- rte.... .- .. � .... �° .. � ,�.u� �".,� ru:u._. z >Y�. -. .. n .aa..V:.-•- .::e i �c.a .. .,'�2i�' �3..Ar -. _ .. - AL A i INDEX TO DRAWINGS r _ SNOH_O_ _ C = .,.,KENMORE L KING CO. DRAWING TITLE p y r e DUVA : A� _ 1 G . SHT. NO. DWG. NO. DRAWING TITLE o ` 2 v 5 GENERAL m ®k K IR ANA y ti 'ti 6 l REDMOND A v `� \ N 1. G101 VICINITY MAP, LOCATION & SITE PLAN �`. , � Q�S 3 INDEX TO DRAWINGS ° N `. is 4 ELLEVU : i t , a r \ 2. G102 GENERAL NOTES, CODE DATA, LEGAL DESCRIPTION --4. ® I !‘ \ W �! � ARCHITECTURAL ►_ *IC m p 3. A201 PARTIAL FLOOR /ROOF DEMOLITOIN PLANS d / /• O PROJEC r \ CODE PLAN I/r I LOCATION PROJECT. 4 A301 BAY 3 - PLAN & ELEVATIONS ���� , LOCATIO , \ �� � ,s, - � ISSAOUAH � � \� � 5. A302 BAY 1 PLAN �\ ; °� \,\ ? s. 119tH sr_ 6. A303 BAY 1 & BAY 3 - ROOF PLANS r,e/ rJTOr ;69 s 1 i ` , I - \\ -- ...,,, i S. 24TH .I+G � � 7. A501 DOOR SCHEDULE AND MISC. DETAILS TuK LA to0.1 s A , ; > 4 \ ► e 8. A601 MISCELLANEOUS DETAILS S L,AI KN. U B UR 10. S101 STRUCTURAL NOTES AND DETAILS i aLCONa s ® ` , t 12100 E. MARGINAL WAY S. ,' t 11. S301 RO FRAMING PLANS' M A I NTENANCE '. TACOMA / PACIFI g �� KING CO. N ` ; I \ b•*. .. BUIL ` BAY 1 & BAY 3 Pt cE CO 1\ -L. LOCATION MAP 12 5302 SECTIONS VICINITY MAP '�`' �- .1:1') \ \t\ 0 2 4 6 8 0 1/4 i /2 3/4 1 a 1 ‘‘,"\,. \', MILES MILE I�kl �'! 'E \ , \ !\ MEC HANICAL �' DETAIL REFERENCING SYSTEM / SYMBOLS ' F a 3 1 , a i SOUTH 1 13. M101 LEGEND, ABBREVIATIONS, SCHEDULES AND NOTES 3 Iz4! , , • 1 k 14. M201 DEMOLITION PLANS - ROOF SECTION NUMBE Q -' A \ 11 , BAY 1 & BAY 3 v ELEVATION NUMBER I C105 EXISTING ----- t , *j! COACH PARKING N , 1, .- T + 15. M202 DEMOLITION PLANS PIPING PIPIN & FIRE PROTECTION d • BAY 1 & BAY 3 2 /At 03 1 ,; a \ A10„. s < }`t . 16_ M203 DEMOLTION PLANS - HVAC .� i I E L AND WASH `` BAY 1 & BAY 3 L FU \ i' t BUILD DRAWING ON WHICH L , ' i . III ` • ' SECTION /ELEVATION \ k EXISTING 1 , 17. M204 PARTIAL ROOF PLANS I PLAN CUT ', , HAZARDOUS STAFF E I � \ ■ APPEARS. - INDICATES - - - - - ! ' STORAGE PTAFF , BAY 1 & BAY 3 THE DRAWING IS ON 1 SHED t THE SAME SHEET. k I; { 18. M205 PARTIAL PLANS PIPING & FIRE PROTECTION Q -- -- - -_: 1 II ; I' BAY 1 & BAY 3 A105 NOTE ; i , 19. M301 TEMPERATURE CONTROLS SECTION NUMBER / ', NO REVISIONS ARE BEING MADE TO EXISTING II II ; I BAY 1 &.BAY 3 SECTION I/ iNk C H OR STAFF PARKING. I 2 COA " I 20. M302 PARTIAL PLAN - HVAC SCALE: 1 1/2 "= t' -0" A10 11 IF S. 124tH ST ' • � t ! , BAY 1 DRAWING ON WHICH \ �� / DETAIL C UT 21. M303 PARTIAL PLAN - HVAC SECTION WAS TAKEN. BAY 3 I NORTH ARROWS DETAILS ARE CROSS- REFERENCED IN A SIMILAR I 22. M401 SECTIONS AND DETAILS MANNER, EXCEPT THAT DETAILS ARE IDENTIFIED I 0 DOOR NUMBER UNIT REPAIR AREA SITE PLAN 23. M402 DETAILS BY LETTER RATHER THAN BY NUMBER. I SCALE: 1 211.,^' ® ELECTRICAL DETAIL 24. E201 SITE PLAN AND LEGEND SCALE: t /2 "= 1' -0" M205, 1 1 C105 AREA OF WORK at OF I 25. E202 PARTIAL PLAN UNIT REPAIR BUILDING M207 WO SITE MAP 26 - E203 BAY 1 & BAY 3 LIGHTING PLANS UNIT REPAIR t:8 °� 27. E 204 BAY 1 & 3 LIGHTING ELEVATIONS PARTIAL P LAN A FACILITY w ,c.� o 0 . nvIs , �y o 203 - Sao soo SCALE: 1/2"= 1 - 0 " M202 .611 . MC = Z o FEET 28. E205 HVAC POWER PLAN ? W a PLAN NORTH 29. E206 PARTIAL PLAN - MAINTENANCE BUILDING ® i % /' 1f�1.f� RECEIVED o v` „' I! c�/ I CITY OF TUKWILA U j: J. TRUE NORTH 30 . E207 ONE -LINE DIAGRAMS ® A105 K ® 4 E I P AN JAN 301335 9 rz.. 31. E208 CONTROL DIAGRAMS AND PANEL SCHEDULES a PLAN NORTH PERMIT CENTER < - HORIZONTAL SECTION CUT VERTICAL SECTION CUT ' { ! I DESIGNED: DATE: ®® •�q ® unp Metropolitan Oeetl o -� I Dwr ® ®! C , E T !"� ® olelslit or Mt JAN. 30 1995 - - -- DRAWN: CHECKED SCALE: { _______________ , Ir? n - : I UNIT REPAIR FACILITY FlIE NO: i r'.111.1. 0 ' ' ` f ll Dwr /cKrv' GP 41220 101 DWG - RECOMMENDED. DRAVANG : NO: i - a t ASS CONTRACT N0: VICINITY MAP , SITE PLAN N 1::) I aalli... _ G 101 No: I REVISION I BY IAPP'D DATE . . i �; . __ APPROVED: CT M119 -93 AND. DRAWING INDEX SHEET N OF , 1 a I "r A . GENERAL NOTES CODE INFORMATION ABBREVIATIONS 91' UNIFORM BUILDING CODE PROJECT CLASSIFICATION 1. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES AND CITY OF ACOUS ACOUSTIC, ACOUSTICAL FLR FLOOR 5 TUKWILA ORDINANCES IN FORCE AT THE TIME OF PERMIT SUBMITTAL. ACT ACOUSTICAL TILE FP FIREPROOF STL STEEL 5 A. OCCUPANCY 2. VERIFY ALL DIMENSIONS, EXISTING AND NEW CONDITIONS ON THE JOB STRUCT STRUCTURAL PRIOR TO PROCEEDING WITH THE WORK. DISCREPENCIES, IF ANY, ARE TO GROUP H2 - PAINT PREPARATION, PAINT BOOTH AND DECAL APPLICATION APPD APPROVED FT FEET /FOOT TEL TELEPHONE BE REFERRED TO THE ARCHITECT IMMEDIATELY FOR DETERMINATION ON APPROX APPROXIMATE GAL GALLON THRU THROUGH HOW TO PROCEED. B. REQUIRED OCCUPANCY SEPARATION: ARCH ARCHITECTURAL GEN GENERAL TOIL TOILET 3. IN GENERAL, THE PLAN DIMENSIONS SHOWN ARE GROUP H2 /H4 - EXISTING 4HR SEPARATION ALONG EAST WALL BLDG BUILDING GL GLASS, GLAZING, GLAZED TW TOP OF WALL A. TO THE FACE OF STUDS BOT BOTTOM GWB GYPSUM WALL BOARD TYP TYPICAL B. TO THE FACE OF MASONRY OR CONCRETE C. CONSTRUCTION TYPE BM BEAM HC HOSE CABINET UNFIN UNFINISHED 4. ALL RECESSED ELECTRICAL PANELS AND CABINETS AND OTHER BD BOARD HDWD HARDWOOD VAR VARIES /VARIABLE RECESSED CABINETS SHALL BE BACKED WITH GYPSUM WALL BOARD TO TYPE IIFR, FULLY SPRINKLED C TO C CENTER TO CENTER HDWR HARDWARE VERT VERTICAL t MAINTAIN THE FIRE RESISTIVE RATING OF THE PARTITION IN WHICH THE CAB CABINET HM HOLLOW METAL VP VENEER PLASTER D. FIRE RESISTIVE REQUIREMENTS CHAN CHANNEL UNIT IS INSTALLED. HOR HORIZONTAL W/ WITH 5. THE CONTRACTOR SHALL CONSULT PLANS OF ALL TRADES FOR ALL ELEMENT TYPE IIFR COY CITY OF TUKWILA HT HEIGHT W/O WITHOUT OPENINGS AND ROUGH -OUTS THROUGH SLABS, WALLS, CEILINGS AND Cl CONSTRUCTION /CONTROL JOINT ID INSIDE DIAMETER VC WATER CLOSET OCCUPANCY SEPARATION WALLS 4 -HOUR CL ROOFS FOR DUCTS, PIPES, CONDUITS, CABINETS AND EQUIPMENT, AND CENTER LINE IN INCH WD WOOD SHALL VERIFY THE SIZE AND LOCATION BEFORE PROCEEDING WITH THE INTERIOR BEARING WALLS 4 -HOUR CLG CEILING LAB LABORATORY WP WATERPROOF WORK. STRUCTURAL FRAME 2 -HOUR CMU CONCRETE MASONRY UNIT LAM LAMINATE, LAMINATED WS WEATHERSTRIP 6. PROVIDE CLOSURE, MEETING WITH THE REQUIREMENTS OF THE PERMANENT PARTITIONS 1 -HOUR COL COLUMN LAV LAVATORY WT WEIGHT GOVERNING FIRE AUTHORITIES, AT ALL GAPS AROUND PENETRATING CONC CONCRETE LT LIGHT 4 DUCTS, PIPES, CONDUITS, ETC., AT ALL FIRE RATED BUILDING ROOF /CEILINGS 1 -HOUR CONT CONTINUOUS LTG LIGHTING 4 PARTITIONS AND CEILINGS. DEPT DEPARTMENT MFR MANUFACTURER 7. THE CONTRACTOR SHALL VERIFY ALL ROUGH -IN DIMENSIONS AND DET DETAIL MAS MASONRY E. ALLOWABLE FLOOR AREA DF DRINKING FOUNTAIN MECH MECHANICAL EQUIPMENT, FURISHED AND INSTALLED BY HIMSELF OR OTHERS, BASIC ALLOWABLE AREA 12,400 SF DIA DIAMETER MIN MINIMUM PRIOR TO PROCEEDING WITH THE WORK. (TABLE 5 -C) DIM DIMENSION MO MASONRY OPENING 8. ROOM AND DOOR NUMBERS SHOWN ON THE DRAWINGS ARE FOR DR DOOR MTL CONSTRUCTION PURPOSES ONLY. FULLY SPRINKLED NA - DS DOWN SPOUT NIC NOT IN CONTRACT 9. ALL CONTRACTOR FURNISHED ITEMS (FIC) SHALL BE SUPPLIED WITH (SEC. 3802,F) DWG DRAWING NOM NOMINAL REQUIRED MECHANICAL AND ELECTRICAL SERVICES TO PROVIDE EA EACH NTS NOT TO SCALE PROPER OPERATION OF ITEMS FURNISHED. SUBTOTAL 12,400 SF 10. SEE STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR ELEC ELECTRICAL OC ON CENTER ADDITIONAL NOTES AND SYMBOLS. SEPARATION ON 3 SIDES X 2 EQ EQUAL OD OUTSIDE DIAMETER (TABLE 5 -C) EQUIP EQUIPMENT 11. COORDINATE ALL OPERATIONS WITH THE OWNER, SUCH AS AREAS TO OPG OPENING BE USED FOR MATERIALS STORAGE, DELIVERY ACCESS TO AND FROM ALLOWABLE FLOOR AREA 24,800 SF E EACH WAY PLY PLYWOOD WORK, SPECIAL NOISY OPERATIONS, TIMING OF WORK, SEQUENCE ACTUAL FLOOR AREA 6,200 SF EX H EXHAUST RB RUBBER BASE OF OPERATIONS, INTERRUPTIONS OF MECHANICAL AND ELECTRICAL EXIST(G) EXISTING REQD REQUIRED UTILITIES, ETC. EXP EXPOSED REV REVISED /REVISION 12. THE SPECIFICATIONS, BOUND SEPARATELY, ARE A PART OF THIS F. TOTAL OVERALL BUILDING FLOOR AREA 100,800 SF EXT EXTERIOR RM ROOM CONTRACT. B2 OCCUPANCY 29,250 SF FEC FIRE EXTINGUISHER CABINET RUB RUBBER 3 13. PROVIDE GALVANIC INSULATION BETWEEN ALL DISSIMILAR MATERIALS_ H2 OCCUPANCY 6,200 SF FD FLOOR DRAIN SCHED SCHEDULE/ SCHEDULED 3 14. ALL PATCH PAINTING SHALL BE EXTENDED TO THE NEAREST WALL H4 OCCUPANCY 65,350 SF FIO FURNISHED & INSTALLED BY OWNER SECT SECTION FO1C FURNISHED BY OWNER, SHT SHEET BREAK FROM FLOOR TO CEILING, UNLESS NOTED OTHERWISE. G. MAXIMUM TRAVEL DISTANCE TO EXIT - 75 FEET INSTALLED BY CONTRACTOR SPEC SPECIFICATION 15. NEW FINISHES SHALL MATCH ADJACENT FINISHES UNLESS NOTED (SEC. 3319) SQ SQUARE OTHERWISE. 16. ALL MATERIALS INDICATED TO MATCH EXISTING MATERIALS SHALL DO 91 + UNIFORM FIRE CODE SO WITH RESPECT TO TYPE, PATTERN, TEXTURE, SIZE, SHAPE, COLOR, AND METHOD OF INSTALLATION INSOFAR AS PRACTICAL, AND SHALL ARTICLE 45, DIVISION II LEGAL DESCRIPTION S C O T p E O F WORK BE APPROVED BY THE E ENGINEER PRIOR LL R TO INSTALLATION. SPRAY FINISHING 4, 17. FILL ALL HOLES AND VOIDS IN FLOORS, WALLS AND CEILINGS WHICH G. SPRAY BOOTHS RESULT FROM THE INSTALLATION OF NEW WORK AND REMOVAL OF . EXISTING WORK INCLUDING MECHANICAL STRUCTURAL AND ELECTRICAL (SEC. 45.203) THAT PORTION OF THE WEST HALF OF SECTION 10, TOWNSHIP 23 NORTH, DEMOLITION OF EXISTING MECHANICAL DUCTWORK AND ELECTRICAL LIGHTING PORTIONS OF THE CONTRACT. PATCHED AREAS SHALL MATCH THE ELEMENT REQUIREMENT RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: IN BAYS 1 AND 3. DEMOLITION OF EXISTING BI -FOLD METAL DOOR AND MATERIALS, FINISH AND LEVEL OF ADJACENT SURFACES, OR SHALL BE THE RELOCATION OF VESTIBULE PARTITION WALL WITH A NEW OVERHEAD IN THE PROPER CONDITION TO RECEIVE NEW FINISHES AS SCHEDULED. MATERIALS 18 GAUGE BEGINNING AT THE INTERSECTION OF THE EAST LINE OF THE SOUTHWEST COILING DOOR. MECHANICAL AND ELECTRICAL UPGRADES TO THE EXISTING 18. EXISTING AREAS DAMAGED AS A RESULT OF WORK DONE UNDER THIS SIZE MAX. 1,500 SF QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION WITH THE SOUTHERLY PAINT PREPARATION AREA (BAY 1) AND THE EXISTING DECAL CONTRACT SHALL BE REPAIRED AND FINISHED TO MATCH ADJACENT RIGHT -OF -WAY LINE OF PRIMARY STATE HIGHWAY NO.1, FOSTER INTERCHANGE PROVIDE AND INSTALL A NEW PRE - ENGINEERED SURFACES SMOOTH APPLICATION AREA ( BAY 3 ) FINISHES. 19. THE CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF ALL TO SOUTH 116TH STREET, AS ESTABLISHED BY WARRANTY DEED, KING COUNTY PAINT SPRAY BOOTH TO BE LOCATED IN EXISTING BAY 3. MECHANICAL 2 FLOORS NONCOMBUSTIBLE AUDITOR'S FILE NO. 5884778, AND SUPERIOR COURT CAUSE NO. 646846, AND ELECTRICAL MODIFICATIONS TO THE EXISTING PAINT SPRAY BOOTH (BAY 2) 2 OPENINGS FOR MECHANICAL AND ELECTRICAL EQUIPMENT AS WELL AS EXIT DOORS PRE-ENG. BOOTHS 2' -6" X 6' 8" SAID RIGHT -OF -WAY LINE BEING A 1390.00 FOOT RADIUS CURVE CONCAVE TO TO INCREASE ITS CURING AIR TEMPERATURE TO A MINIMUM OF 120 DEGREES SHOP DRAWINGS AS APPROVED BY THE ENGINEER BEFORE LIGHT FIXTURES CLASS I DIVISION II THE SOUTHWEST. A RADIAL THROUGH SAID INTERSECTION POINT BEARING F. MISCELLANEOUS MONITORING CONTROLS LINKED BETWEEN ALL UPGRADES PROCEEDING WITH THE WORK. 20. EACH INSTALLER (SUB - CONTRACTOR) SHALL BE RESPONSIBLE FOR THE SOUTH 21 20' 44" WEST; THENCE SOUTHEASTERLY ALONG SAID CURVE AND AFOREMENTIONED AND ROUTED TO AN EXISTING CONTROL ROOM APPROX. RIGHT -OF -WAY AN ARC DISTANCE OF 154.78 FEET THROUGH A CENTRAL 300 LINEAL FEET AWAY (LOCATED IN THE MAINTENANCE BUILDING) IN AN VERIFICATION AND COORDINATION WITH OTHER INSTALLERS TO SECURE PROJECT DATA COMPLIANCE OF DRAWING AND SPECIFICATIONS CONCERNING THE ACCURATE LOCATION OF STRUCTURAL MEMBERS AND OPENINGS FOR MECHANICAL, ELECTRICAL AND MISCELLANEOUS EQUIPMENT_ 21. ABBREVIATIONS: THROUGHOUT THE PLANS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE LIST OF ABBREVIATIONS PROVIDED IS NOT ANGEL OF 64 05' 1 "; THENCE SOUTH 4 33' 59" EAST ALONG SAID EXISTING BELOW GRADE CONCRETE ENCASED DUCT BANK. RIGHT -OF -WAY 165.03 FEET; THENCE NORTH 89 17' 24" WEST 774.31 FEET TO THE NORTHEASTERLY MARGIN OF EAST MARGINAL WAY SOUTH AS EXISTING BUILDING DATA ESTABLISHED BY SUPERIOR COURT CAUSE NO.S 646697, 646846, 646939, QUIT CLAIM DEED FILED UNDER AUDITOR'S FILE NO. 1004994 AND WARRANTY OCCUPANCY TYPE: B2/H2/H4 DEED UNDER AUDITOR'S FILE NO 7412090465; THENCE NORTH 10 07' 24" INTENDED TO BE COMPLETE OR REPRESENTATIVE OF CONDITIONS OR WEST ALONG SAID NORTHEASTERLY MARGIN 107.95 FEET; THENCE NORTH MATERIALS ACTUALLY USED ON THE PROJECT_ THE ENGINEER /ARCHITECT CONSTRUCTION TYPE: 11FR, SPRINKLED 11 18' 55 WEST ALONG SAID MARGIN 501.21 FELT, THENCE SOUTH ZD� W\1A WILL DEFINE THE INTENT OF ANY ABBRREViATION IN QUESTION. EXISTING BUILDING SQUARE FOOTAGE: 97,250 BGSF THENCE NORTH E 8812.00 17" WEST 1.90 FEET TO THE EASTLINETOF23.53 FEET, CXZI P - it 0 D 22. ANY WORK INSTALLED IN CONFLICT WITH HE CONTRACT DOCUMENTS Pe SHALL BE CORRECTED BY THE CONTRACTOR AT HIS OWN EXPENSE AND BUILDING HEIGHT: 26 FEET GOVERNMENT LOT 15, SAID SECTION; THENCE NORTH 1 37' 43" EAST ALONG t3 2 \ o AT NO EXPENSE TO THE OWNER, ARCHITECT OR ENGINEER. SIESMIC ZONE: 3 SAID EAST LINE 133.72 FEET TO THE SOUTH LINE OF THE NORTH 50 FEET OF 4 F E. z SAID 23. THE CONTRACTOR IS CAUTIONED TO MAINTAIN EXISTING COACH SOUTH OLINE37 71 FEET; 1 THENCE NORTH NORTH 30' 05 WEST ALONG SAID 32' 19" WEST SAID _. p`v , S �n� = z o PROJECT DATA CIRCULATION AND PARKING ON SITE AT ALL TIMES. NORTHEASTERLY MARGIN OF EAST MARGINAL WAY SOUTH 135.36 FEET; p�NG v v v aU�� z 24. REFER TO DRAWINGS AND SPECIFICATIONS FOR MAINTAINING FACILITY THENCE NORTH 4 57' 54 WEST ALONG SAID MARGIN 268.62 FEET; THENCE , OPERATIONS AND CONSTRUCTION COORDINATION REQUIREMENTS. OCCUPANCY TYPE: H2 z NORTH 78 39' DO EAST 91.98 FEET TO THE EAST LINE OF THE SOUTHWEST RECEi - v z - I. _. 25. THE CONTRACTOR IS TO VERIFY ALL UTILITY REQUIREMENTS TO ALL NEW CONSTRUCTION TYPE: IIFR, FULLY SPRINKLED crry oP rucwi�n v QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION; THENCE NORTH yr AND OWNER RELOCATED EQUIPMENT. THE CONTRACTOR IS TO PROVIDE PARTIAL BUILDING SQUARE FOOTAGE: 6,200 SF 1 37' 43 EAS ALONG SAID EAST LINE 64.88 FEET TO THE POINT OF JAN 3 0 1995 UTILITY DISTRIBUTION SYSTEMS TO POINT OF EQUIPMENT CONNECTION TO NEW AND OWNER RELOCATED EQUIPMENT UNLESS NOTED OTHERWISE, BUILDING HEIGHT: 26 FEET PERMIT CENTER - F-- z SIESMIC ZONE: 3 TAX ASSESSOR ACCOUNT NO 734060- 0421 -02 I- - - - _ -- - DESIGNED: 9 tAuniot Ilt o f Metropolitan the DATE: : _ ; ! . . c� , I owr ne T Pe X t JAN. 30, 1995 -_ / t tee TERED %Y. DRAWN: CHECKED: SCALE UNIT REPAIR FACILITY fl N0: 11F �y - - - �1 `/ j DWI GP 4122G102.DWG - -. ! - r P' v ' / ` �§S � R ECOMMENDED: NO DRAWING N0: {t ( _ _ NOTES, LEGENDS AND 1 r- /1 I _ ®I 1 CONTRACT NO: G 1 0 L BY ;APP D DAT 410 APPROV No_ REVISION CT -M 1 19 -93 I N SHEET NO: of • T ! I 'V A BBREV ATIO S 2 31 _ 1 _ _____ ._.,. w A • B A C • D c A ; - _ 1 6 @ IIs 88 e 11 13 14 BAY TQ REMAIN IN OPERATION: OWNER GENERAL DEMOLITION NOTES ' REMOVE EXISTING HINGED "FLIP PANELS IN 1 ME DURING CO STRUCTI.N.)LNO CONTRAC OR ACCESS } 1 . CONTRACTOR SHALL PROVIDE `TEMPORARY PARTITIONS AS MANNER AS THOSE REMOVED ON THE OP••` SIDE OR UTILITY NTERUP +N 0 OWNE' PRIOR I � II _ REQUIRED TO CONTAIN DUST. ALL PARTITIONS SHALL BE FULL HEIGHT, OWNER ACC SS, - - _ " "'�'' CORRIDOR 5 O C0199009 119 i _ - FLOOR TO CEILING, WALL TO WALL. PROVIDE II- c . r II n 1 40 I �i TEMPORARY DOORS AS REQUIRED FOR OWNER'S ACCESS TO REMAINING • OPERATING _ i1 • � - DEM EXISTING HINGD RATING AREAS. 1- _ - - - a U _ -- -STEEL: D t'•,, __ 5 11 2. SEE STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL 1 � I v'ST. .. . ' ST . — I I 0 __OWNER ACCESS DEMOLITION WORK. _ . OWNER ACCESS —■ 146 II ■ A201 3. ALLOW N0 DEBRIS TO ACCUMMULATE ON THE SITE. IMMEDIATELY REMOVE ALL DEBRIS 44 ' ------Tr-_-...- D SALVAGE TH __- AN ALVA E FROM SITE. PROVIDE DUST PROOF COVERS AND PARTITIONS AROUND 4 Cl.) E �� DUST GENERATING OPERATIONS 4. ANY PORTION OF THE PROJECT NOT INDICATED TO BE REMOVED AND IS DAMAGED DEMO SOUND REMOVE - CUMN SYST M EXITING CINCRETE JAWS CHIP" ONC. FILL TO A MIN. LEVEL OF SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE ENGINEER OR THE BAFFLES IN REFER ALSO TO ME HANICAL AN ELECTRICAL AND HEAD , 0 REMAIN 3" BLOW ADJ. CONC. FLOOR, REMOVE Q RAIL 0 SAME LEVEL AND -PATCH OWNER AT NO ADDITIONAL COST TO THE OWNER. CLG. ABOVE DRAWINGS FOR ADDITIONAL DEMOLITION WORK WITH CONC. FILL FLUSH WITH 5. SHEET A201 DEPICTS MAJOR ARCHITECTURAL DEMOLITION ONLY. IT IS THE TO BE DONE IN BAYS 1 & 3 ADJ. FLOOR. SEAL ENTIRE FLOOR AREA CONTRACTOR'S RESPONSIBILITY TO DETERMINE AND PROVIDE ALL DEMOLITION REQUIRED FOR A COMPLETE INSTALLATION OF NEW EQUIPMENT AND BUILDING DEMOLITION FLOOR PLANS OF BAYS 1 & 3 ACCESSORIES. O Scale: 1/16" = 1' -0" PLAN NORTH 6. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES WITH ALL DEMOLITION WORK INCLUDING NOISE, DUST ABATEMENT, FIRE AND SAFETY. 4 7. COORDINATE ALL OPERATIONS WITH THE OWNER. INCLUDING BUT NOT LIMITED TO 4 STORAGE OF MATERIALS, ACCESS TO AND FROM WORK, CONDUCTING NOISY OPERATIONS EI:) / ' AND INTERUPTION OF UTILITIES. ` L) 3 ( 5 r C n O O 1 1 1 2 ' ! 3� 8. SEE STRUCTURAL DRAWINGS FOR INFILLING NEW CUT OPENINGS IN. THE EXISTING CONCRETE ROOF SLAB AND ASSOCIATED DETAILS REGARDING SAW CUTTING LIMITATIONS. • . L.,..; 9. ALL AREAS WITHIN AND AROUND THE FACILITY, EXCEPT THE IMMEDIATE AREA OF CONSTRUCTION AND STAGING, WILL BE IN OPERATION BY THE OWNER DURING CONSTRUCTION. ALL AREAS NOT DIRECTLY INVOLVED IN CONSTRUCTION ARE ® 0 I — — — — — — — OFF- LIMITS TO CONTRACTOR PERSONNEL. r NEW SAWCUT OPENINGS IN EXISTING ROOF. 10. ALL SALVAGEABLE EQUIPMENT, DOORS, ETC. SHALL BE TURNED OVER I 1 I REFER Ti MECHANICAL AND STRUC#fURAL DRAWINGS I I I I I I TO METRO 1 st FOR EXACT LOCATIONS AND DETAILS. PATCH AND 11. REFER TO DOOR, SHEET A501 ' SCHEDULE FOR NEW DOORS AND DETAILS. REPAIR EXISTING ROO AS REQUIRED TO MAINT IN R — — �— — — I — — — 12. POWER T ' (AIR, E D ETC.) PROVIDE THE THE LATEST EXISTING CLASS "A" ATING_ TYPICAL "STATE E OF F THE E ART' SILENCED TO PROVIDE THE MINIMM UM M AMOUNT OF C� — DISTURBANCE DURING CONSTRUCTION. 3 SAWCUT OPENINGS IN EX STING ROOF_ 13. USE VACUUM COLLECTORS TO PROTECT AGAINST DUST DISPERSAL WHERE DUST 3 1 REFER TO MECHANICAL AND STRUCTURAL DRAWINGS PARTITIONS ARE IMPRACTICAL. IN ALL CASES COVER ALL ELECTRICAL AND OTHER EXACT LOCH - IONS AND DETAILS, PATCH AND EQUIPMENT WITH DUST PROOF COVERS DURING CONSTRUCTION. REPAIR EXISTING ROOF AS REQUIRED TO MAINTAIN EXISTING CLASS "A" RATII"C. TYPICAL O PARTIAL DEMOLITION ROOF PLAN OF BAY 3 Scale: 1/16" = 1' -0" PLAN NORTH (`; V 2 ,■,) (5 • 7) : - 6 . ( 6 : \9• .fo- Ct 1 2 ) 1 31 J4. 15 _16 :t7, (IB_ 191 •10 21, `22. 23 24 25 22 - 23 WI -?R ® I : 1 I T DEMO EXIST'G RAIL & T ' - I : r CONC. INFILL TO LEVEL csleortlE f hmrtn I . 3" BELOW ADJACENT A� i tt G.shQrE r °' tH:tt_uT CONC. FLOOR. FILL I FLUSH W/ NON- SHRINKING f I e trar repair I > i ' * 10 " f GROUT `�. ! 9 O r1ACHiNE SHOP o `r INFILL FLUSH . : f L Li «+ �� a�,rraw I • ' a. aME, y 1Iia,R.ar SEAL ENTIRE CONC " FLOOR 2 6 f ( f I . • g2 1 . . ,...P • 1 r 2Ta•3n��r Mrye. - - f „o II 3 SHEET METAL I - .. $ LE.CFIAlIICILL SHOP . (8•$If � LII NCHHOOM f 2 I • _ ! _ I 'LAYOUT; � F,� _ • E •- - - . _ _ :,-: _.- ' L ARG E UNIT ST • S ECI E ' . t ROOM SHOP BAYS . , .f -- — �!I 1°°� „ ctE U Dti1 g . _ e u , C. E P ) i(F. ; C UT EXIST'G RAIL F � '. t I ' , SHO P SHEET PETAL ELE :TRICAI. stiu Y1 L RODS �< I . ■ - SHOP f - - a . - P MKX �,- 1 I . _ _ 1 �.W . It f Io . - UHR SNIPPING 4 RECEIVING 5 - - • � C - e • , . , I _ • I -G: V \fir �U ` Q iGE- 0 O Y L I 'f�.l �°W4 • , t I, Y LOAD ING DOCK_ _ ' ( HF- .I [ ;� I , `. •�.' ; FC ® 2 �+ • FILE 1 '' ® _. 4 .. z ' F I T L O wes \�` 1 -) ` ha w ardous , ,a. , ! +12 r E • OnC • - BOILER ,� EXIST'G SHIM 8 \ L � \NG 11i ROOM I kansa I Lorn 1 2 g •t4 ' KZ * � M ° r � K PLATE W/ w t; ( L.. s ¢ I I 1 . 1 1F "F'” z t H F f ��p + a ', ° I well E I • I 1 siOAnG 1 E �l ; I ANCHORS TO aTr oF ° z c • - L EGEND ` - REMAIN r - • 1 cacs�ea JAN 3 0 1995 x o IP _ LIMITS OF WORK AREA " � - - ^ e e um I� A n 1iCI :•. . r ' - -�', - ` �" � - HCIELgIeS%l' I I ! - I # � IO te PERMIT. CENTER _. Q :. I PA PREPARATION 70` • • ' i - PAINT SHOP NO ALTERATIONS TO EX S ING 1 't { �,;� _ N ( e f l 1n' y, PATTERNS OF EGRESS ` a1t I t Qi!(S StOfB • f { { ^ .4" H4 Y2� p V Q ' f :. I e' e e• 2 , ® J In CODE REVIEW PLAN ... ( DEMO DETAIL ® GUIDE RAILS Scale: 1" = 40'-O" PLAN NORTH A201 Scale: 3 " =1' 0" • i- KEY PLAN 1 , I DESIGNED: ®P DATE , %® T R I JAN. 30 1995 f�untaipsHl� of Metropolitan des tie I C 5 D RAWN: CHECKED: SCALE: - FlLE N0: �Y g ° '� o , � UNIT REPAIR FACILITY t;i:; d ,, DWI CKN I GP 41 22A201 DWG 41104.51.0 PARTIAL FLOOR AND ROOF r ' 1 c � IRS.ONS. . RECOMMENDED: AS NOTED DRAWING NO:. '' . �.- APP CONTRACT ND: A2 d 1 No. REVISION ROVED: _3 31 z ! � BY I APP'D DATE E , 1 1 I CT-M1 DEMOLITION PLANS SHEET NG _ G I T ® . e 0 E f c ' H ...,, - ,xrn.e,�x^;':rires r_- r.... .:�...._.�_.___'""....... -,Y.c� n�zc,,,,,...Q. �,�w... ..:..•�. -_ r......:,r, .:.; .: -- - - _ A A 0 ) 11 Q 12 13 14 70' -0" El , — I FIELD VERIFY I C :, 5 1 pp KEY PLAN • I 41 , EXISTING PIPING — RELOCATED EXlSTt 0 R [� (� 0 SEE MECHANICAL F.E.G. I 1 I EXISTING EXIT DOOR EXIST'G 4HR RATED CMU • I EXISTING CPNCRETE JAMB 140 CONSTRUCTION ALONG GRI ' EXISTING EXIT DOOR EXISTNNt• EXIT DOOR A501 TO REMAIN TYP. EA- EXISTING EXIT DOOR _ • i SIDE OF BENIN 0 ' — — — - — — — — — —C-- -- — • /— ALIGN TYP- EA. SIDE sil EXISTING EXIT DOOR ' © O i I PAINT ALL EXPOSED INTERIOR WALL AND 1 - � I CEILING SURFACES PRIOR TO THE ALIGN A501 - \ RETURN P • INT BOOTH PANEL TO I FORM CLO . URE AT EXISTING (C M(' JAMB .4 ! INSTALLATION OF THE PRE — ENGINEERED — DR OPNG. .4I PAINT SPRAY BOOTH. THIS INCLUDES ALL 4 = H.M AND OVERHEAD DOORS. j 6 I EXISTING OVERHEAD DOOR 4 r = I a s PRE— ENGINEERED PAINT :00TH 0 dp 00 f Td CEILING CLO I' ! TO BE SU:. • : DER SEPARATE �m I cem PAIN BOOIfH ABOVE I I c o� O � o Z _ O' 1 ^ EXISTING DROP TABLE AND PI ' SAWCUT AS REQ'D AND INSTALL VEST. E S T L WATER REDIRECTION SYSTEM /DRAIN - V 1 I ® d REL ATE EXIST'G I 1, -T SAN BLAS C IL .4 ALIGN FINI SOUTH FACE OF NEW N I I ALIG OPNG. IA - 1 I PARTITITHE ON EXISTING CONCRETE OBEAMFACE 1 , ° 1 i I - - ME EXISTING FIRE ALARM ,_., ABOVE. N 3/A301 RIGID INSULATION AND e VALVE MAIN A501 ( I -.q-.qv ALIGN � I GWB SYSTEM / 3 I Q 4 I RELOCATED EXISTING 3 ' - _ : ■ S` A501 I— — — L \ — — — F.E.C. :'I TANK OF CLEANER I EXISTING EXIT DOOR: EXISTING EXIT DOOR FLUID TO BE 7 EXISTIN EXIT DOOR. q 6110 :, f - -- - —4_— A Ot RELOCATED BY A501 TYP. CONTRACTOR, CONSULT TYR OF 1 0 0 0 PAINT BOOTH PLAN Scale= 1 =1' -0" OWNER NORTH APPR ®V ED 4 APPROX. ,PLAN FEg ' � LOCATION OF EX V 1' 8" FIRE V1AIN EXISTING CONCRETE BEAM D — CON �° NEW CUTOUTS ' — VENEER PLASTER A501 CLG /BM j_ �� 1 REMOVE EXISTING GWB WALL SHEATHING FROM HORIZ. T.S. MEMBER • FOR MACH. SEE �, W/ PAINT ,/\ A501 TO UNDERSIDE OF CEILING ABOVE. INFILL EXISTING METAL FRAMNG MECH DINGS. W7 cc WITH R— 1 BATT INSULATION. RESHEATH WITH ONE NEW LAYER I CUT NO OPENING CLOSER OF 5/8" TYPE "X" GWB AND PAINT. TYPICAL EACH BAY 2 NEW CUT — THAN 8" TO BOTTOM OF ON WEST WALL OF BAY 3: 2 FOR RELOCATED TER — — -- - — — CONCRETE HEADER EXISTING CONCRETE JAMB /HEAD TO REMAIN FIRE '` IN. �� —0 L 1 i INSIDE BOOTH BEYOND F EXISREMAIN O'I 12X4 T.S COORDI ATE I — A0 — — TO — I / EXACT LOC. ION — = W/ SPRIN LER I I 8 L , � CONTRA OR. . —14. I I I I I — I f A501 BEAM _ I � II NEW RIGID INSUL. AND GWB WITH PAIN < 4 EXIST'G 1 ' _ NEW EXIT EXIST'G EXIT EXIST'G EXIT ® '. CO - I SIGN SIGN TO REMAIN SIGN TO REMAI V WALL I k °' - 4 I 0 = BEYOND I o1 I I I I M I :J I i i_ �I -•... r ' I I INSIDE FIN. PROFILE OF PAINT SPRAY BOOT i 1 I , ___ I I n I oc, o _ I EXIST G DOOR EXIST G DOOR = z b 1 A5 1 _ ' — - �I ! I' 8 w —I ! ! I \l A501 FLOOR t I I ( ° N v * Y e rn RECEIVED I E , BAY 3 NORTH ELEVATION BAY 3 WEST ELEVATION C ° . Scale: 1/4 " =1' —O" ' Scale: 1/4' =1' -0" JAN 301995 PERMIT CENTER __--- I DESIGNED: ®,® III P6 x / JAN. 30, 1995 ® u lc III o Wtropolllan fiaettle o + ' ®® ��1 DRAWN: C HECKED: SCALE FlLE ND: — I — — I e� 1� D Dwr j t ' /�� � • � I UNIT REPAIR FACILITY — — I �® I 4122A301 DW ' * D I GP �- , RECOMMENDED: As N OTED O : ( PLAN & ELEVATIONS A3 Q 1 I CA:) I Aprww _ - 1 CONTRACT NO No, REVISION BY APP Di DATE I - APPROVED: CT—M119-93 19 -93 -. BAY 3 SH NO: 4 ' of 31 f t v 8 F ® , 1 -1- T R R , , , . , . . , _,.. .._. _ .i.,..,..: . . . . ._._ . 5 I EXISTING FIRE EXIT I C O' `` I ED O F I - 1 P - —:�— — — — — — 1 1 - EXISTING F EXIT I I I IL = - - -1J REFER TO MECHANI L AND ELECTRICAL DRAWINGS EXISTING FIRE EXIT` FOR DEMOLITION AN NEW WORK IN THIS BAY. I I I I I G - ❑ I L I I P Y I VEST. Ili 1 43 i, y I , I I 142 PAINT ALL EXPOSED SURFACES ON ALL WALLS AND CEILING. INCLUDING ALL H.M. AND OVERHEAD DOORS. r , ...,:., __' I i - i _F j-, i I EXISTING FIRE EXIT I I EXISTING! FIRE EXIT 3 3 PAINT PREPARATION PLAN Scale: 1/4 ° =1' -0 PLAN NORTH ., . . : ' 2 2r Cr, FQik0VE tE 511 1 , • ° 0\VIS(OcI E CITY R O T WILA ' J J JAN 3 0 1995 _tag Z PERMIT CENTER U i . " l.J NUJ O to 1395 tiiitigy:D3, : , _c_,..--:, . KEY PLAN aZ I I I / DESIGNED: ® ®►® DnTE. I �g r e ® ■ i O ET R ® ok of INtropoilten 0-,t , , 30 1 ' -- i - :— t r a DWi ,, : -1. I �} I� nix NO: r I DRAWN CHECKED: SCALE UNIT REPAIR FACILITY — ? i ,l f i/ DWT G 4122A302.DWG ■ { RcCD AS NOTED p LAN & E L EVAT 10 N S DRAWING " ' CONTRACT NO: A302 L `' - APPROVED: . No. R EVISION . NY IAPP'D DATE CT— M119 -93 - - " BAY. S HEEt ' ND• . OF i 5 31 , ,9 _ - - . . ,,. - ... , ,,,.. ,- EXIST'G TRAFFIC PADS, TYP AI , - ' ' ,,_ .,, ,, , ,' C) ! , . . , Om= FE i'l 1 hdr iiiinn i l w id . lawil .. _ ® - II E:1) , i (-3--, . . : , MIER i '. ... - am I I I I - I 1 . 1 L . " ' : .- ..' MEM - -- - III • ', - --"': - - ' A601 typ [] F-771 MI 1 EXIST'G TRAFFIC I .::, Ark A601 I 1 vim EXIST'G 17" x 17" - - - ROOF OPENING INFILL EXISTING CONC. i I PADS TO BE REMOVED I SIM. SLAB AND PATCH/REPAIR I IF NECESSARY, TYP 1 ' 1 EXIST G EXISTING ROOF AND DiA 1 1 EXIST'G EXIST'G 'Z' . mg•rais will RIGID INSULATION mins ... =mom= 1 . i XH. ST' H. STAC r . 1 . ROOF Mil_ I FAN• IM I MO ' I I , • 1 ,11:1 OPENING , MI , simmw., NEW 24" x 23 ...... I MEM. ENNUI I 1 , I A60113 ' El 1 111111111 ROOF OPENING iiiiii ,,,,,...... I I 1 • A6011 TYP. 11./ EL iii.. 111E1 i , — n ,,,.. _,,.....= 1W NEW TRAFFIC .4 .! PADS, TYP. a - ix - 11111 111E1 I r - 2 a -ri : :,,,,,,:„.,-,,,-;,,,-__::_:, amm inNE - 7 , ,,_ a mum ismi , ,„ 1rd Ems Imo. mill , A n v I I EXIST'G I _ 1 CD 4 r d I X i 1 EXIST'G ( A - 6 4 () u A 1 , ! i. ....... ll• I 1 , 1•1111 EXIST i 'G - - J ,, : _ M.0 A.. ,,,,_ - t.0 . 32" x 32" I I i Lo. ki MAIN INNEI 32" x 32" 11 min Ai m 4 ROOF lush ROOF OPENINiM11111 A 4 miiiimium A601 OPENING AM 1 1 ' I • 11111111 , P. A601, ; ; Ilk Immo-- --,--,-. 1 I PIPE _.... L. ./ „ A6n 1 F 1PIPE AM p l I um". 1 Milli , , i A601 Ty REMOVE EXISTING 1 , i i ; , 1 I I ', , Alt 1 1 TYP. II 1 1 I I I I FM=MEM EXH. STACK. 1 1 L__ 1 i 1 I 1 , / 1 I I I I SLAB I B L L AND pATe H C / O R N E C I p A I R I x EH x. i ssiii I __ ' 1 1 , 1 , I _i 1 1 ; i A601 Ty' p. GA I EXISTING ROOF AN , I x EXIST'G I S D ink AP- RIGID INSULATION G" EXIST'G ROOF 'RAIN I , e SCUPPER I ,--r slm A601 1 1 I I ..w. 0 PARTIAL ROOF PLAN / BAY 1 .. / Scale: 1/4" =1' — 1110INIMIN• 1•11•11111IMMI MIN= mw.■ =MI ..p... MN TRAFFIC 4 EXIST'G 12"DIA. IEEE MINI 3 ____ EXIST'T ROOF PADS \ mOPEN'G TO REMAIN winnosix.‘ imimm, mum - '-' -.:. • ''''' '''''', I I ' . 1 6 -..., : , 1 r , i 1 I 1 I 6 i . , , E I Ie I 1 i i , 411 I 1 ,a;k 1 1 r Eh ' ep A601 ! ! I I I ' . , ! 1 I I I I 1 > t _ . A601 I I j I I I 1. T i , .! I I I ; - r' / , ___, ; • _1 I I I I 1 ' -I3 I , 41 _, I 1 ■ 1 i lam 1 4 , , ,...., i. . , . _ , , IINSIIM - TRAFFIC PADS EXIST'G " ' EMOI 111111 I 1. ' ... , 1.111 A IIIIIII 1 I I 1 IMF MINH V/ 2 -0" A601 I ALIA L 7 p E111 & INN" At% 4 i r, 'Ew 3 We --‘ i I E , OOF e ---: MEM PADS Ty?. TYP: A601 i , v , I 1 . Emu imin A601 ammosis limos 1 =minim I I ■IIII , , Nammm, • , , , ; ! , L19,1111•11.,..LIN •12,==1 • ROOF OPENING I - 'CD P 1111111 I I 1111111111 - - 1 moll ism 109 Elm= d ' I 1 RIM I !I ! I _ 1 IIIM IOW= NEW 24" X 111" , 911... 1 jai i IEEE i ummin mu . mon 1 : XH. STAC ! -i I ' MUNI I 11 1 1_ I I I 1111111111 M s=alltm ern : I 1 rammi= I I ' . L'- i ! austanow ! ,, . t ! I , limammm MMINKIIIIIIIIN J 1 - NE 72" x 72" III!__ . .. 1.111 IIINI IP. - ' „ 1 ! ! - I -- I NEILL EXIST'G RO F OPENING MEI' , , 1 ma 1111 M11111111 111111 mil mis 1 1 1 1 1 1 (---- i z . 2 ( "3” 1111111 . - --- - -1 .-; .', I I I \ / I j A601 I \ /I Li ROOF OPENING 77 111111111 , IS I cc a- ' II \I I : HV 23 I' . " / I I / 11 i Is — 7( IIIIII 1 1 • / HV-7 imil.tAr-'x•-v'-''''"' " F-5 • / 2 ., - EXISTG . t z ! t ! ' 1 (.., z • t I ' i . . . I1 1 \ I I X 1 t• I ' 1 I ■ - r - 1 i \I ; , , ' li__I ____1 1 I -., P 1 I X I . I I )( I I ,, / - I -- - - I I \ I ' I lz_(1.A I L I , I A601 I -+ 1° I / I • Il , EX TG -) !.(_ - Th , ■ , TYP ' 1 • Ilk NE II" \ OP NG ,,..„,....,,,,.• ,,, ,,,,,,,:,•;,-<„,,..;*•. II \ ,3,-,•,, A601 SIM '. MINI! --. „s . . , &„,<....,. ,,,,,,,,,,, • ,,,,__ ' ' • A rik MIMI - ''' , MY:li4 . '::- ( --- A6011 ..,„.,•••., 1 IIIIII. MIMI I NEILL EXIST p , . , CONC. ROOF ,. ••• DIA. • 601 , , 2 A.H.0 ,FDS PATCH/REPAIR ' EXIST'G CLASS RIGID INSUL. C O' Vi o N I GA PIPE A601 I 7 . ..,,,e +r-:-.. \I i,, i i_ . i [ _ f . ; I I A601 TYP. I I _I I I S , , - I I ' , ' i ; I , - ; I I i , ! ; GAS PIPE • I 7/ 1 EXIST'G , mimosa • 1•11111MMININ IMMINIII= SEE MECH. Arh --; XH. STAC ' ,--i- is : I ' i , , • ROOF DRAIN =NM 111111111 4 11111141P PA FOR SUPPORT A601 ___, 0 4 EXIST" MEM A ' ill F g DS NEM # HENN ED Mil L J / SCUPPER ' mil 1.1 ""• 1 , TYP. i-• - , • c, . • •. - _ Ll 4‘ OPENINGS A601, _ =, -.1 7 ,,,,,-'4',,,,,,,,,,---;=,-,-,1-,,, „ C) PARTIAL ROOF JAN 3 0 1 955 Scale: 1/4" =1' -0" PLAN / BAY 3 . _ , , . ,.... . ,.. - _ , . I - ':-4‘'''''''''';:'''/A-1;;:''''''''..;::: 4a1ETRO gunkipality of Metropolitan �..w. JAN 30 ' , 1994 : ',,`,.•:1:j. DEsiGNEo: PERE KEY PLAN TER 'I C) 'xz : :1 . • ''''I'I:i:''I'I - ; I ' - ' 47;W I 1 r ''' 11 '' '' D WT • ,,, .',.' E., . '/,'; ' • CHECKED S • FILE NO: t7„,n r--- -,,, NONE ANG NO: ,:::„, ::: 0 1 .4.),0.. UNIT REPAIR FACILITY , 00111111111%. ., • : „, , _,,, _ . _. ,, 4 ..1 DINT/CKN GP 3 SH , EET N°. 6 7 31 DRWI • ■ 1 ROOF PLANS A303 - , CONTRACT NO: No. RE_VISION BY 1APP'Di DATE I '''' ' : .- - .. ' - ' ' ' ' ' :- ' °VED. CT-M119 -93 BAY 1 & BAY , . - .. .--. V V V v V v ' - - •''. . ' iro A 13 C D - - • - ' . , - , - - - .• --,..:1L,1 g BOOR SC �UL� -- F L j �_ j 1 ' / 1 \ -�- EXIST'G CMU WALL DR. NO. RM. NO • SIZE TYPE HOW OR. HD LBL DETAILS . REMARKS . SEALANT, - 1 . EA. SIDE \ 4 i ! CASING H. JB_. THR 6 CASING BEAD, BOTH SIDES � m �`_ M TTYPE V P STUDS 1 145 3' X 7' X `1 -3/4' A 1 - A„./ H.M. DOOR ., __ ` ' 1 5 /8 BASE BD. BOTH - 5 / 8" MTL. STUDS I l LZfj_ SIDES / PAINT 2 145 14' -0 x 14' 0" B NA - 2 0 a5o NN O.H. DOOR • LOCATION OF T.S. �w �Y x450) s45O NAf 5/8" TYPE X" VENEER 1 �' �� R -19 INSUL. / 2" RIGID INSUL. & FURRING PLASTER BASE BD., I a H.M. DOOR & FRAME - VENEERTPLASTER / F_t- l_- --"111". --"111". PAINT. GROUT SOLID 5/8" TYPE "X" GWB 0 0 R TY P _ - S H SIDES R -19 INSUL. I ! I I I CON SEALANT r DETAIL 4 ' $ J A301 Scale: 3 " =1' -0" I R -19 INSUL. HOLLOW MT L. DOOR JAMB / I EXIST'G HM. DOO 5/8" TYPE "X' V.P. i AND FR AME 4 BASE BD. BOTH SIDES �- Y �41 HEAD S I M . II _ HEAD PLATE A301 Scale: 3 " =1' -0 I: BEY - 8' STL STUD .--me I � - 0 EXIST. CONC. WALL ii 0 4. - 1 - v DETAIL @ DOOR JAMB / HEAD SIM. HH I I. �� I , H.M. DOOR & FRAME / A301 Scale: 3 " =1' -0" I m PAINT fig l� GROUT SOLID A B • Li \ '�� � " -�- L ■ i 8" MTL . STUD ��� O ast - - - . -'� SURF. MTD. O.H. DOOR NOTE: ALL DOORS AND FRAMES ARE HOLLOW METAL I OPERATING SWITCH AND UNLESS NOTED OTHERWISE. ALL FRAMES ' 3 ✓ N' EXIST'G CONC 3 BEAM -_ � � PLASTER BASE BD., BOTH SIDES BACKER ROD I GRID , 7 SEALANT & SEALANT j " � C 9 x 1 3.4 / PAINT REMOVE EXIST'G 7 O.H. DOOR ALIGN W/ ADJ. W S 8E SEALANT / / PERIMETER, TYP DOOR OPENING SEALANT & BACKER ROD 10 j :8, CLG/BM TYPE "X" GWB/ PAINT . WC. BLOCKING / � ' EXIST'G 1 5/8" MTL. �, \ZYOR�NE a. TS 7 x 7 HOLLOW METAL 0.H. DOOR JAMB • (- or STUDS ® 16 "0.C. To . a ? V i REMAIN / REPLACE - %2 �y9� G.H. DOOR SLATS i i A301 Scale: 3 " =1' -0" • ' AS REO'D L G � .� "� 10 w 09 x 13.4 R 11 BAT INSUL. D \V\S WELD TO TS i 8 U \ �9 \N DETAIL O.H. DOOR SLAT / PAINT I CASING BEAD 5/8" TYPE "X"' 2 A301 Scale: 3" =1' -0" 0 STL. ANGLE .. DOOR MFR. BY I __- i XIS' 4 TS PAINT GRID 1 . 1 /4 >, 2WBRIG D INT 2 ,' -$-- WELD TO TS / �� I FURRING �� L _.._- c $ BACKER ROD . & SEALANT :��� �. ®. , -�� I i • 1 � � ._._._. 1 SEALANT f i 5/8„ TYPE , > ►.il.4' -.. .ti 4t I , i � GWB W PAINT I I '� ut _�_._ .N � WD. BLOCKING i _ VENEER PLASTER �- �,,N�' 1 1 . I ►�� EXIST'G CONC. ® � _ ��_� �' EXIST'G WALL TS 7 x 7 (SEE SHT: A602 FOR \S �� -- FRAMING DETAILS) BEAM PANEL 5/8 TYPE ' X' VENEER " ��__� BASE BD. BOTH SIDES ; 2" RIGID INSUL. , - - W _______iii 5/8" TYPE "X' VENEER �� _ & FURRING - z BASE BD_, BOTH SIDES \�- i L - ` , , 8" MTL. STUD , - BACKER ROD , c Z CASING BEAD, TYP. - R -19 INSUL �` VENEER PLASTER ♦ & SEALANT EXIST'G CONC. Z. & PAINT STRUCTURE CASING BEAD. i I �- EX. CONC. FLOOR RECEIVED — 1 CITY OF TUKWILA W W BOTH SIDES N r 1 . SEALANT , FLO JAN 3 0 1995 ° ' 0 - TYP. DETAIL @ PERIMETER PERMITCENTER p p DETAIL n DETAIL n WALL SECTION DETAIL -@ INSUL. n COLUMN " / INSUL. QZ A301 Scale: 3 " =1' -0" A301 Scale: 3 "= 1' -0 A301 Scale: 3 " 1' - Scale: 3 " =1' -0 =O A301 "` ' DESIGNED: } — f / e ® M E T R ® municipalit of Nettopoiwn �e iw. JAN. 30, 1995 L__. 1 I _ DRAWN: I CHECKED:... SCALE FlLE.:NO: _ 2 ,- ®, �� UNIT REPAIR FACILITY 4122A501 DWG ip,,,„,tr::„.7,::,. . S Dwr/cKN GP SCHEDULES • �! ' ,, - !RECOMMENDED: APPROVE@ AS NOTED • : DOOR DWWWNG N0 1 . I kirli) CONRtAC N0: .'AS O I CT M119 -93 AND DETAILS 7 31 '' :1 No_ REVISION � BY IAPP'D DATE �-: SHEET N0: , OF ' GRID lx WD, NAILER P ENETP.ATING POPE BAR DETAIL MECH. METAL FLASHING I �` FLASHING DRAW BAND GUY CABLE UNIT � HYPALON FLASHING 5 I LEAD FLASHING € 10) FIBER CANT 5 WELD OR SEAL ROOF 5- COURSE REINFORCEMENT j � EX. VAPOR BARRIER? DURB EXIST'G ROOFING SUP. LIED BUILT-UP 4" MIN" MINA" MINA / BY MANUF. 24 GAGAL STEEL 3 REINFORCEMENT a I . - 4 ! ! / SEALANT `7+ vi n. iii If ' `�— /1 i \ \ \ U' i � ' _ --_ i , I I SEE S! RL . \ 111111 I RETARDER I I HYPALON FLASH'G • � L l ' 1 \ CANT STRIP I EXIST'G --- \ Ill ` \,/,) CONC. ROOF 4 1 I TREATED BLK'G DECK 4 :. f ■ - 3 REINFORCING COURSE J 1: ff NOTE: REFER TO DETAIL 6/A601 FOR i \ ANY NECESSARY PATCHING I \ --`_ 1 --t-- 1 ..„„ j I ( 1 PIPE PENETRATION DETAIL o j, ---_, %�1 :X , ; % . � _ aO�ITioNAL . --._03 Scale: 3" =1' -0" J 1 CALL -OUTS & LOCATIONS SEE STRUCTURAL ( FIREPROOFING I DUCT -SEE PLANS FOR SIZE 1 SEALANT & COUNTER NOTE: REFER TO DETAIL 6/A601 FOR I FLASH'G ANY NECESSARY PATCHING NOTE: REFER TO DETAIL 6/A601 FOR FLASH'G DRAW BAND ANY NECESSARY PATCHING 3 MTL_ CAP FLASH'G CONT. CLEAT b H.'PALON FLASH'G r GUY CABLE ANCHOR DETAIL ( HVAC EQUIP. CURB DETAIL A303 Scale: 3 " =1' -0" A303 Scale: 3 " =1' -0" 1 CANT STRIP \ f / NAILER i / I DUCT. SUPPORT - I II I 6 f { EX. VAPOR RETARDER I =� SEE MECH. NEW INSUL. INFILL 3- COURSE INSUL TAPE 8" NEW a THICKNESS AS REO'D ; 1 REINFORCEMENT I REMOVE EMBEDDED ;, \ \ I II I ; I 1/4" COVER PL. GRAVFLDEBRIS I NEW VAPOR I I SEE STRUCTURAL I RETARDER I I `� � i - - - -- 1'-0" MIN. 1' -0" MIN. EXISTG OPNG I \ �, 2 2 CAP FLASH'G 3 -COUR E OVERLAP E ST'G ROOF' OVERLAP X T'G V.R. I' t� � < 1 \ I ' P.ECNF NEW ROOF'G EXIST'G VAPOR EXIST'G ROOF'G , RETARD R Z 2 I \ I HYPALON FLASH'G i 1 — WD. CANT T - k r1D DCTA D fI C D .. `,1 I ��s� } / ` REIN3— COURSE W \� Ir �( \ / I N FORCING c , D I JCC JFRV�.1_ _. .- / ' � v ' l � � • ' d V " � V - �J'� I FOR ADDITIONAL 12 12 t CALL-OUTS ; f'x xY a Y} � ® 1 1y 2" MIN. r -__ % nor' vS vI i 12 & T 8 PLY SHTS. a� 14lO� T$ i FIREPROOFING I w EXIST'G INSUL / >11=1 z SEE STRUCT. FOR oc, CALLOUTS C INFILL r - ADHERED W zz it SPECIFIED MASTIC u �. v z - NOTE: REFER TO DETAIL 6/A601 FOR cir o ' N ANY NECESSARY PATCHING NOTE: REFER TO DETAIL 6/A601 FOR JAN 3 9 1995 6 N ANY NECESSARY PATCHING - ( ---N \ CURB DETAIL @ PENETRATING DUCT ( SLEEPER — EQUIPMENT /STACK SUPPORT ROOF PATCH / INFILL DETAIL PERMIT CENrER i t 'k . A303 Scale: 3 " =1' -0 A303 Scale: 3 =i' -0" A303 Scale: 3" =1' -0" . I I : I I DESIGNED: I ws - DATE: - - - -- - _ { "Mt! ®,®. ; ! ! e T RI ® Pe ]I Po JAN. 30, 1'995 ' I I Dw Munkl 11 o1 Nstro titan ttN 1 _� D RA14N: CHECKED: SCALE fill N0: / . UNIT REPAIR FACILITY Li � / DWT /CKN GP 4122A601.Dw� 11:: AS NOTED • .ov { I MISCELLANEOUS SG "a ; APPROVED.DED DRA .A O O � . N REVISION BY !APP'D DATE , Ci:jal3 _ - s `4' Y . CT 19 -93. ` ROOFING DETAILS _ �" Na: �E 3 f I 8 I A • 9 I V C V D V E T F ® G • H t _, a !Ili.' - ROOF SLAB 0 d L 5 x 3 x 1/4 e I W/ (2) 3/4" DIA. 5 c .. < A307 BOLTS �lil `Ll' EXIST 'G C BEAM h " 5.. a EXISTG CONC. ROOF BFAM i a �° 3/16' -'.. n a te, . .. a - �� APP ROX. LOCATION OF - - ill i : l \ MECH. .DUCTWORK. . c a n 1/2 �0. KWIK -BOLT REFER TO MECH DRWGS_ JL---, Ni © C8 x 18 GA. �I 3j4 THRU - SPUDS 16" O.C.. TYP. - ' BOLT, OPPHD / a INSTALL FINGER TIGHT & - TS 7 x 7x1/4 I PEE N THREADS L5x3x 1/ 4 � x 0' -3" LLV , 14' -0" x 14-0 DOOR HOLE. TYP_ BOTH SIDES OF TS 7 x 7 3 TS7x7 <1 /c • n DETAIL x 4 h. . < : n DETAIL A602 Scale: 1 1/2 " =1' —� A602 Scale: 1 1/2 " =1' -0" `� P- 3' 0" z .. 7' -0" DOOR n n f 1 i 1 TS 7 x 7 \/ n! EXIT 'G CONC. I HIGH ACCESS HOLE E LE V ATI O I V •. BEAM r i 3/16` 3 1/?' KWIK -BOLT • I I I PL 1 /2 x 7 1 /2 3 3 /a" THRU -BOLT, I 3111111111=.-- _ INSTALL FINGER TIGHT & N ,7 1'. PEEN THREADS I ! L 5 x 3 x 1/4" x 0' -3" UV :5 W/ 13/76" x 2" SLOTTED - HOLE, TYP. BOTH SIDES - OFTS ?x7 n DETAIL TS7x7x1 /4 n DETAIL A602 Scale: 1 1/2 " =1' -0" A602 Scale: 1 1/2" =1' -0" 2 2' a ` II _ 1 e EXIST'G CONC. ROOF BEAM tv \� F IEO v ee ���� l i CONT. 12 GA. PL. W/ 1/2 P 1 . 95 - Q �� N C ONCK. DO H TO WALL _ `6e a •.J " � �� � e 1/T DIA. KWIK -BOLT ['�\� \S \ -ii 1 N1. !� '.1. Z 4 '. Q- r. N �I CRY OF TUKWILq O �, a CONT. 12 GA. ANGLE REC NO 1 TT Dw JAN 3 0' KWIL KWIK -BOLTS . r 0 15 IN CONC., DO NOT ATTACH TO WALL ` H " STL. STUD - .PERMIT CENTER a .Z rs DETAIL ■ �. A602 Scale: 1 1/2" =1' -0° 1!::;1!:000°F . I I DESIGNED: T®® DATE: ' ►= E R 49unidpetttx 01 Metropolitan �eettl JAN. 30 1995 9 � d `K; DRAWN: CHECKED: SCALE Fi N0: I . • ', / UNIT REPAIR 4122A602 DWG A. "7 i DWT /CKN OP { RECOMAiENDED: NONE D RAWINCe NO• �P STRUCTURAL DETAILS A602 ' ah CONTRACT NO: I No. REVISION I BY IAPP'D DATE - CT - M119 - SHEET ND;; OF, 9 31 u S r A • EXIST WI2 BEAM , DECK STRUCTURAL NOTES h. � 3/16 V SUPPORT 3/16r END PL, CODE REQUIREMENTS: All new design and construction shall conform to the requirements of ERECTION: The Contractor shall be responsible for all erection aids and joint preparation that CPAL ( 5 the Uniform Building Code, 1991 edition. include, but are not limited to, erection angles, lift holes, welding procedures, required root WELD i PLACES 5 openings, root face dimensions, groove angles, backing bars, copes, surface roughness values, and „ / / DESIGN LOADS: In addition to the roof dead loads, the following were used for design: tapers of unequal parts. _ 1/4" DECK 1/4" DECK I / SUPPORT PL Roof Live Loads: 25 PSF Snow load STEEL DECK: The steel deck shall be of depth and gage shown on the structural drawings. The SUPPORT PL / /1 3 Mechanical: See roof framing plan for weights of rooftop units American Iron and Steel Institute "Specifications for the Design of Light Gage Steel Structural lik I r i Wind: 80 MPH — Exposure B per UBC Members" shall govern the design of all deck units. Steel deck and all of its flashings shall conform " i Seismic: Zone 3 per UBC to ASTM A -446, Grade A. The steel shall receive a metal protective coating of zinc conforming to DECK I L , ASTM A- 525 —G60 before being formed. All welding shall be in accordance with AIMS SUPPOR ■ , 3/16 SUBMITTALS: Shop drawings shall be submitted to the engineer prior to any fabrication or D1.3 -81 Specification for Welding Sheet Steel in Structures. PL 3/16 2" construction for all structural items, including the following: Concrete and CMU reinforcement, 3" structural steel. Acceptable steel deck types shall be ASC Pacific B-36, Verco HSB -36, or approved equal. Fasten deck to all framing with 1/2" 0 effective puddle welds 012' O.C. Button punch side seams U 12" PLAN MISCELLANEOUS: The Contractor shall verify all dimensions and all conditions at job site, O.C. including building and site conditions, before commencing work and be responsible for same. Anne Symonds & Associates does not warrant any dimensions. Unless expressly stipulated, no additional EXPANSION ANCHORS: Expansion anchors shall be Hilti Kwik —bolt 11 or approved equal. 4 allowance will be made in the contractor and /or manufacturer's favor by virtue of errors, 1. ECT 12 S302 4 ambiguities, and /or omissions which should have been discovered during the preparation of bid 1/4 SIDE PUS 3/16 SEE SECT / estimate and directed to the attention of the architect in a timely manner. All errors, ambiguities, 1/2" TOP PL and /or omissions in the drawings or specifications shall be reported to the architect before EXIST 3" , 1/4" END PL, TYP proceeding with the work. STEEL DECK EXIST ROOFING 1X The Contractor shall provide bracing and shoring as required until all permanent connections and EXIST RIGID stiffenings have been installed. The contractor shall coordinate with the building department for all INSULATION i, / PARTIAL PEN ET ■ ® building department required inspections. Do not scale drawings, use only written dimensions. The I SEAL WELD details shown are typical and shall be used for like or similar conditions not shown. Variations and l,,:;, modifications to work shown on these drawings shall not be carried out without written permission WP 1 44 from the architect. -- -- - - -- INSPECTION: Inspection by an approved testing lab shall be performed for reinforcement SEAL placement, and welding. SEE K PLANPVRTPL'S, WELD 1/ PL 3 3 CONCRETE: Concrete work shall conform to all requirements of Chapter 26 of the Uniform EXIST W12 BEAM --------.— Building Code. SECTION O Max.Water Per SCALE: 1' =1' -0' Maximum Water 90 LB of Cement Minimum Cement Per 94 LB of When Using Air Location f'c (PSI) Per Cubic Yard Cement Entraining Agent All 3,000 6 Sacks 6-1/2 Gals 5-1/4 Gals As an alternative to the above, the contractor shall submit concrete mix designs for approval two weeks prior to placing any concrete. The alternative mix design will be reviewed for conformance to UBC 2604, and shall have a maximum water to cement ratio of .50. 2 2 REINFORCING STEEL: All reinforcing steel shall be in accordance with ASTM A -185 (fy = 65,000 PSI) for smooth welded wire fabric (WNF), unless otherwise noted. WAF shall be in sheet form, rolls are not acceptable. STEEL SPECIFICATIONS: Design, fabrication and erection shall be in accordance with the following specifications: • Zug t.N ■ STRUCTURAL STEEL: RISC — Specification for Design, Fabrication and Erection of Structural Steel C1jPQR pV 0 for Buildings — 9th edition. All structural steel exposed to weather shall be galvanized and painted Ay9 per specifications. E1i6 2 1 Z J o. WELDING: AWS DI.I Rev 2 -8, AWS Pre — qualified joint details. Use 3/16" min welds (unless a � `4ti n0N 0T �� ` * o 0 noted otherwise). z ! U — .Q 1 WELDER CERTIFICATION: Washington Association of Building Officials. RECE z w CITYOF1 -2.A O MATERIALS: J AN 301E195 V1 Structural Steel ASTM A36 ®� P ERMIT CENTER g? ,. Structural Bolts ASTM A307 s 95 Welding Electrodes E70XX DESIGNED: ,® DATE: Q�i1 jIL Dv. s , ® M T R CI Municipality of Metropolitan. Seattle JAN. 30,1995 SWR 4 SYM ®1 S & ASSOCIATES, i IN Co " �'-' * �,.. 'N �l 4 (' ' DRAWN: CHECKED: SCALE ® FILE Na: NG ENGINEERS <i U NIT R EPAIR FACILITY LMH NHD BROADACRES BUILDING, SUITE 1000 i r ° z� a RECOMMENDED: RECOMMEN• NOTED STRUCTURAL N OTES DRAWING NO: 1601 SECOND AVENUE 5 k, , , FC4sr€ o te a'`` S 1 O 1 SEATTLE, WA 98101 (206)441 -1855 FAX (206)448 -7167 F SS /ONALE APPROVED: CONTRACT NO: No. REVISION BY APP'D DATE I EXPIRES z/2o/gi I CT SECTIONS SHEET NO: OF T - ♦ ® • ® V ® 1 A B C D E F G H 1 2 3 4 5 . . . . . . , . . NOTE: _ NDICA S THE PERIMETER OF ECHANiC UN HE FRAMING S _ .__._ _ ..._._____ . -. - ____ �___.___ L. J I TES M AL ITS ON T ROOF RAMIN PLAN . = r 5 5'-6" _(0 ROOF FRAMING IS CAPABLE OF SUPPORTING LOADS ONLY AT THE PERIMETER OF 5 1 ` EACH UNIT. THEREFORE, EACH UNIT SHALL REST ON A FRAME WHICH TRANSFERS M ALL WEIGHT TO THE PERIMETER OF THE UNIT. LOCATE W8 BEAMS DIRECTLY I BENEATH THE UNIT SUPPORT FRAME AS SHOWN IN SECTION 5/5302. PRIOR TO t FABRICATION OF ROOF FRAMING, CHECK WITH SUPPLIER OF MECHANICAL UNITS I ®TYP 3 PLACES t TO VERIFY THAT MECHANICAL UNIT WEIGHTS DO NOT EXCEED THE MAXIMUM WEIGHTS ROOF TOP UNIT INDICATED ON THE ROOF FRAMING PLANS. ALSO, CHECK SIZE OF MECHANICAL W T =2500 LBS, MAX ! ROOF TOP UNff I ROOF TOP UNIT Wf =2500 LBS, MAX UNITS TO VERIFY THAT ROOF FRAMING MEMBERS ARE PROVIDED COMPLETELY AROUND • ! Wf =1800 LBS MAX _ _ _ CLOSE PERIMETER OF UNITS. EXIST OPENING, , LEAVE OPEN o r _ l ROOF TOP UNIT r - EXIST OPENING III. 1 I F l I WT =500 LBS, MAX j r - : £ I I ' ' X1 . , , ../ -., , l t - t __ - ! L j J I � - -J I r J 1 I �! EXIST OPENING, / A EXIST OPENING, I; 4 \ 5 I NEW STACK LEAVE OPEN LEAVE OPEN 4 � - 8 .. // • _ / 120 f �. ����� � GUY CABLE N V� . \ . I c o P°_ __ _ _ __ 0 13 1. EXIST CONC ENCASED BEAM, TYP EXIST CONC ENCASED COL, TYP / � ,. O PARTIAL ROOF FRAMING PLAN / PAINT SHOP AREA ' STACK GUY. CABLE ABOVE i - f` 14 Scale: 1/4' =1' -0 < �, � \ ROOF, TYP `4 PLACES �i I r �r _ O o ., \ 3 I , �G N 3 °' NEW SHEET`\ i °' Z ° 9 1 O 1 1 CLOSE PORTION OF 1 2 METAL STACK " / ° _. _ EXIST O PENING OVER' �,,�` „F.� t °� , „, • EXIST COL EXIST E CENTERED O WHICH IS OUTSIDE __ --- -_- -__ g, NP 1 SEE MECH. OPENING _ _ ___ ,.._ . . _ _ _ __ _ , NEW OPENING • 8 TYP ® TYP AT ;EXIST EXIST GUY CABLE, o o i RELOCATE OPENIGS ' X X o o , 1 7 ; / N N z X 1 ROOF TOP UNIT, ' N 1 I IMO ff v v Ni N ROOF TOP UNIT, °p WT = /LBS • �� I 12' -6 vl v W T = 1 0 , 000LBS MAX � W8x1 . - - . MAX , A N TYP AT 4 PLACES H , / r Z -- W8x18 \ N ∎ ®' TYP I W8x18 W8x18 I W8x18 W8x18 W8x18 > I _ `` co bD r°) TYP AT EXIST N EW ma W8x18 r F') I } NEW 2 • i ! t X t N. OPENINGS OPENING N N NP ' o I!7 OPENING 2 NEW LOCATION OF I � a 6' -0 f 3 6 I TY' co I EXISTING GUY CABLE i f V 0.11:7'\ t , NEW .X = FXISZ - 1 - I - m - — — — GUY CABLE TYP I c - o 0 0 OPENING ! I x M . M 3 rr0 rT co I R O OF T OP UNIT, . t _ ; i a N N N N x x x 0 ; 11101 A s - -I - 8 0 , _ I WT =5,100 LBS 0 � / cxol x NEW 5302 _ 3 5 v 00 3 1 MAX 3 011 OF IEp i 1 OPENING I I� �I v 3 I ppPR f � TYP p CLOSE W8x18 W8x18 WBX1aH W8x18 © WS ; ; }yy3 �� / W8x18 L/ W8x18 _ I OPENING L L • �a TYP TYP FEg2 in* i 1 W8x18 EXIST 6 N o " o iN� D N1S i � S302 TYP ` c Mr TYP CLOSL t EXIST TYP ` • ° I � r E 3 OPENING o� GUY CABLE, ROOF TOP UNIT, �iL� ® LEXIST RELOCATE I WT= 11,000 LBS, o • MAX I . I Tz ° R U IA.0 N EXIST CONC ENCASE EXIST CONC ENCASED BEAM, TYP FOR CLOSE PORTION OF ENCASED COL, TYP o w ALL BEAMS BETWEEN GRIDS P & R EXIST OPENING RECEIVED — WHICH IS OUTSIDE CITV of Tu nn KEY P L A N PARTIAL ROOF FRAMING PLAN / PAINT SHOP AREA NEW OPENING JAN 3 01995 < ® — Scale: ipr =1' —o' PERMIT CENTER ���� ���� DESIGNED: DATE , G� Dj�� is � E 1 R ® Municipality of Metropolitan Seattle JAN. 30,1995 A ANNE SYMONDS & ASSOCIATES, INC. � � -� * mil 4 SW R xm: CHECKE SCALE: UNIT REPAIR FACILITY FllE NO: CONSULTING ENGINEERS , t c_1,*, . LMH NHD RECOMMENDED: NOTED DRAWING Na BROADACRES SECOND AVENUE SUITE l 000 o ROOF FRAMING PLAN S S301 - I 1601 SECOND AVENUE P�FSFC�srER�����`` COI�RACT No: SEATTLE, WA 98101 (206)441 -1855 FAX (206)448 -7167 SiONALE� APPROVE); �9"^ No. REVISION BY APP'D DATE I EXPII7E5 2m/47 7 CSC. CT — M119 - 93 BAY 1 BAY 3 SHEET NO Of ■ V A ♦ B V C ♦ D V E V F V G H i A A B • C 0 - E , F . G H <, • A ■ (2) 3/4"0 A325F INOVS HOLES IN W8 & SHEAR PL. PROVIDE EXIST OPENING (2) 3/4'0 A325N BOLTS IN LSL 1/2"0 EXP ANCHOR IN 9/16"0 x 2 SLOT, HARDENED WASHER UNDER BOLT 1 1/2"x20 GA DECK IN ROOF CONC HOLES IN ANGLE. RUN SLOTS RUN SLOT PARALLEL TO EAM, OKAY TO HEAD & NUT FIT W8 TIGHT AGAINST EXIST 5 5 I ROOF SLAB. SHIM & GROUT FILL PARALLEL TO W8 BEAM. COVER CUT EXIST SLAB REINF, TYP 1 / GAPS GREATER THAN 1 6x6 W1.4/W1.4 WWF I SLOTS W/ 5/16" PL WASHER, TYP © r r /1 FIT W8 TIGHT AGAINST EXIST EXIST ROOF SLAB EXIST 1/2" 6" ROOF SLAB, SHIM OR GROUT EXIST ROOF SLAB NP 1 1/ LAB EXIST ROOF. SLAB - 2 1/4" ROOF SLAB '^ t r GAPS GREATER THAN 1/16". r yy y . . -- Wit; !, .� I , . _ _ L L4x3x1/4 LLV W/ FT ? 2 1/4 TYP "� I- 1 I !I ! NEW C 72 CONT BETWEE 4 1/2"0 EXP ANCHOR AT 24" -2 1/2 BETWEN W8 &ROOF SLAB I GRID © & TO GRID 1 I - I II . FROM EA END OF ANGLE = II i..) I ' I -, (NO BREAKS OR SPLICES) - �_` r , 4 1/2' - I 1 LOCATE C12 ON EA SIDE J 1/4 SHEAR PL MIN 2 1 /4 EXIST CONC OF EXIST BEAM W/ 1 /2"0 EXIST CONC " °�"� " ENCASED BEAM - ENCASED BEAM-- . -. -'_ ® SHEAR PL L6x4x3 /8x1' -0" LLV — ' EXP ANCHORS AT 24" O.C. 3/16 EXIST CONC ENCASED BEAM 3 1/21' W /(2) 3/4"0 EXP ANCHOR IN 2 1/4" STAGGERED �` 2 1/4" / EXIST CONC, LOCATE ANCHORS TYP 9" 0.C. OKAY TO CUT EXIST VERT TYP TYP C12 4 REINF IN CONC ENCASEMENT ®' 4 SECTION O 1 SECTION _ SECTION O SECTION SCALE: 1^ SCALE: SCALE, r tT 1" =— SCALE: 1' =1"-cf SCALE: 1 ^ =r -o' C) 7 VERIFY W/ MECH UNIT SUPPLIER ® MECH UNIT BASE FIT W8 TIGHT AGAINST ___ to r -- L EXIST 2' -0" TYP EXIST ROOF SLAB. SHIM BASE OF MECH UNIT (3) 1/2"0 OR GROUT GAPS GREATER „f STACK, SEE '-...',.- , ill ROOF SLAB I I EXP BOLTS EXIST ROOF SLAB MECHANICAL cier �.a�� THAN 1/16 Dwcs ; i.._ .1 -.., :,,_=_,..,, ___ - >,.A_d_x_o_ . t._ _I N 3 W8, LOCATE DIRECTLY 1 �; ;1E1 d W8 BEAM LOCATE BENEATH MECH BASE UNIT i I' E ' CTLY UNDER / 3 1/2" 1 1/2" W8 BEAM MECH UNIT BASE I P (2) 3/4'0 A325F IN OVS HOLES .- IN W8 & SHEAR PL. PROVIDE 1/2"0 EXP ANCHORS AT L W8 _ EXIST CONC HARDENED WASHER UNDER BOLT _ 24" O.C. STAGGERED, TYP ENCASED BEAM HEAD &NUT C CONNECTOR & GALV CABLE ® SECTION SECTION O SECTION ® SECTION O8 SECTION O W W O RK NG LOAD SCALE: 1" =1'- -0" SCALE 1" =1• -0 SCALE Y =1' -0" IMW SCALE: 1 ^ =1• -0" SCALE: 1^ =1•—cf CAPACITY Ala 3" 3" GALV TURNBUCKLE ■ 4 1/4" PL 3/16 I GALV CABLE CONNECTOR & GALV CABLE W/ CP S.S. BOLTS- COORDINATE I © 1 1/2" SIZE AND BOLT PATTERN W/ STACK, SEE EXIST ROOF SLAB / 3000 LB WORKI I SEAL TYP 4 K_ SUPPLIER MECHANICAL DWGS 4 1/2 ,� � _ LOAD CAPACITY � WELD PLACES 2 2 STACK ROOFING e� ® Ail, 1/4 "0 HOLE 1 �I i 1/4 BASE PL EXIST RIGID' i INSULATION ° ^ARTIAL PEN ET • SEAL S EAL WELD 1/2" TOP PL V 110 ®/ - ROOFING 'X .. 3 /16 WELD 'Z; -_.. . I a�__ _ , w INSULATION = _ — - - ? 1 /4 " SIDE .4 ' , ' t 3 1/2" r - _y AS REQ'D TO ESTABLISH i - •1 ABLE AT : :- c =` , Ail i - ! BA SE OF CABLE 1 /4" END PL CHANNELS & CONC ' I 1 I QR� 1/4 SIDE PL - 1/4" BASE PL W/ Cdr VE' " _ ..___ _ _ - _._..-_.. u ENCASEMENT, WHERE 1 `'- - ' (4) 3/4 0 EXP. ANCHORS INDICATED ON PLAN - -- — Q / •- P i 4 W F� l __ _ ._ __ .._ ___ .__ __I 8 2 y Cly� z z 3 4 0 A307 � // /4 7 o? THROUCH BOLT L2 1/2x2 1/2x1/4 AT 6" EXIST BEAM NOTE: r ''' CTION 1_3 z � STIFFENERS (GALV AFTER GALV ALL STEEL AFTER FABRICATION. cn _ _ • Fs 1 3/16„ FABRICATION REMOVE EXIST ROOFING & FON - 0�� 1" =1 -0^ Z '` INSULATION TO EXPOSE BARE CONC Z N w � - ROOF SLAB PRIOR TO INSTALLATION. RECEIV o `" E3q5em.01)3 CIT OF T iz. J y SECTION , 60� SECTION 1 1 SECTION 12 JAN 3 0 1995 <- — \ SCALE: 1 =1'- SCALE: 1 =1' -0" PERMIT CENTER ! DESIGNED: dP C ® Municipality of DATE. G4 W. DN., �,® E R ® P y Metropolitan no ' Seattle � JAN. 30, 1995 $ A ANNE SYMONDS & ASSOCIATES, INC. li # 1 t>,1 4 ,. , DRAWN: CHECKED: SCALE: UNIT REPAIR FACILTY Fl No: CONSULTING ENGINEERS 5' BROADACRES BUILDING, SUITE 1000 ) -e � , RECAMMENDED: HD NOTED S ECTI O ^ I C DRA'M�NG Na 1601 SECOND AVENUE P c IV — SEATTLE, WA 98101 (206)441 -1855 FAX (206)448 -7167 ` APPROVED: CONTRACT No J O No. REVISION BY APP'D DATE CT — M119 - SHEET N0: OF BORES V A B C D E F G H A B C D E F • • A A A A Q - H. ABBREVIATIONS ABV ABOVE DB DRY BLAB TEMPERATURE FD FLOOR DRAIN IW INDIRECT WASTE PC PLANED CONDENSATE SS SANITARY SEWER 5 AD ACCESS DOOR; AUTOMATIC DAMPER DOC DIRECT DIGITAL CONTROLS FLEX FLEXIBLE PD PRESSURE DROP STRUC STRUCTURAL 5 ADDN ADDITION, ADDITIONAL DEG DEGREE FLR FLOOR KW KILOWATT PH PHASE AF AIR FOIL, BAO(WARQ INCLINED DF DRINKING FOUNTAIN FM FACTORY MUTUAL KWH KILOWATT HOUR PLBG PLIABING TH TOTAL HEAD AFF ABOVE FINISHED FLOOR DH DOMESTIC HOT WATER FP FIRE PROTECTION PNEU PNEUMATIC TEMP TEMPERATURE; TEMPORARY AL ACOUSTIC LINED DIA DIAMETER FPM FEET PER MINUTE LAT LEAVING AIR TEMPERATURE POC POINT OF CONNECTION TSTAT THERMOSTAT AP ACCESS PANEL DIFF DIFFERENTIAL FT FOOT; FEET LB POUND PRESS PRESSURE TYP TYPICAL APPROX APPROXIMATELY DISCH DISCHARGE LF LINEAL FEET PS PRESSURE SWITCH AS AUTOMATIC SPRINKLER (NPR DAMPER G GAS LIN LINEAR; LINEAL PSI POUNDS PER SQUARE INCH UL UNDERWRITER'S LABORATORY • AUX AUXILIARY DN D NN GA GAGE LVG LEAVING PSIG POUNDS PER SQUARE INCH GAGE UMC UNIFORM MECHANICAL CODE 0(111 DOMESTIC GAL GALLON UPC U1N I FO PLUMBING CODE BDD BACKDRAFT DAMPER DP DIFFERENTIAL PRESSURE GALV GALVANIZED MAX MAXIMUM R RETURN UTIL UTILITY BHP BRAKE HORSEPOWER DR DRAIN GEN GENERAL MECH MECHANICAL RD ROOF DRAIN BI BACKWARD INCLINED ON D(AESTIC WATER GPH GALLONS PER HOUR MFR MANUFACTURER RECIRC RECIRCULATING V VENT BLDG BUILDING CMG DRAWING GPM GALLONS PER MINUTE MIN MINIMA READ REQUIRED VA VALVE, VACUUM BTU BRITISH THERMAL UNIT GR GRILLE MTD MOUNTED" MET RETURN VD VOLUME DAMPER BTUH BRITISH THERMAL UNITS PER HOUR EA EACH MTG MOUNTING RF RETURN FAN VEL VELOCITY 4 EAT ENTERING AIR TEMPERATURE H HEIGHT; HIGH RG RETURN GRILLE VENT VENTILATE; VENTILATION C CONDENSATE EFF EFFICIENCY IO HOSE BI:. NC NORMALLY CLOSED RPM REVOLUTIONS PER MINUTE VERT VERTICAL CA COMPRESSED AIR CFM CUBIC FEET PER MINUTE CG CEILING GRILLE CI CAST IRON CLG CEILING CNDS CONDENSATE CO CLEAN OUT EG EXHAUST GRILLE HC HEATING COIL NFPA NATIONAL FIRE PROTECTION VTR VENT THRU ROOF ELEC ELECTRICAL H HAND OFF AUTOMATIC ASSOCIATION S STEAM ELEV ELEVATION; ELEVATOR IP HOR POWER NO NORMALLY OPEN SCHED SCHEDULE W WASTE; WATER EYCS ENERGY MANAGEMENT CONTROL SYSTEM IU HOU NIC NOT IN CONTRACT SD STORM DRAIN WFS WATER FLDH SWITCH ENT ENTERING HTG HEATING NTS NOT TO SCALE SECT SECTION WG WALL (MLLE; WATER GAGE ENT ENTERING WATER TEMPERATURE HVAC HEATING, VENTILATION AND SF SUPPLY FAN; SQUARE FEET NT WEIGHT E7(H! EXHAUST AIR COPD I T I ON I NG OSA OUTSIDE AIR SG SUPPLY GRILLE COL COLLAR EXISTING HV HEAT & VENT UNIT OAT OUTSIDE ARE TEMPERATURE SHT SHEET Y WYE CONY CON ECT; CONNECTION HW HOT WATER OC ON (ENTER S(M_ SOLENOID YD YARD CONT CONSTRUCTION FAHRENHEIT; FIRELINE; FAN HNC HOT WATER CIRCULATING CO OUTSIDE DIAMETER; SP STATIC PRESSURE YR YEAR COORD COORDINATE FA FIRE ALARM DIMENSION SPEC SPECIFICATION CW COLD WATER, CITY WATER FC FORWARD CURVED IN INCH OSY OUTSIDE SCREW AND YOKE SPRINKLER FCC FLOOR CLEAN OUT INSUL INSULATE; INSULATION OV OUTLET VELOCITY SR SUPPLY REGISTER 3 IS I NSTRUAENT AIR 3 AIR HANDLING UNIT S CHEDULE LEGEND FAN MIN GAS HEATING UNIT MARK AREA SERVED CFM ESP SP BHP RPM MOTOR (3) WHEEL TYPE OA INPUT EDB LDB TYPE MANUFACTURER RFIJARKS AND LOCATION (1) (2) HP I RPM DIA. (CFA) (4) MBH CO CO AND MODEL -I0f- BALL ISOLATION VALVE --3 CAP HV-4 BAY 1 VENTILATION (ROOF) 2100 SF 1 -1/4 1.9 1.4 1540 3 1750 9' FC 320 34 63 75 INDIRECT I.C.E 01DM 20 INDUCED DRAFT (5) -0q_ GATE ISOLATION VALVE —II PLUG OR BLIND FIANCE ® 11V-7 H V -5 BAY 1 PROCESS (ROOF) 13,200 SF 1 2.0 8.3 660 10 1750 22` FC 13,200 727 24 75 DIRECT I.C.E. BMA -122 V -7 BAY 3 PROCESS (ROOF 70,000 SF 1 -3/4 2.7 47.2 740 - 60 1750 49' BI 70,000 3,856 24 75 DIRECT I.C.E. BMA -148 _ pTo- VALVE W /HAyD ACTUATOR —< QUICK CONNECTOR M. EN-23 BAY 3 CURE AND VENT (ROOF) 20,000 SF 1 1.9 12.0 810 15 1750 3018' FC 3,000 1,806 63 130 INDIRECT I.C.E. GIDM -250 INDUCED DRAFT (5) (6) STDS 20,000 RF 2 2.1 12.2 830 15 I 1750 3•18- FC -{- GLOBE VALVE -PH- REDUCER (CONCENTRIC) SCHEDULE NOTES: --1-- GLOBE VALVE (ELEVATION) —IMF- UNION (1) STATIC PRESSURE (IN WG) IXTERNRL TO UNIT MTH CLEAN FILTERS (4) AT 24T (2) STATIC PRESSURE (IN WG) (5) 40:1 TURNDOWN, BURNER TO MODULATE TO 10'F RISE � NEEDLE/THROTTLING VALVE -BIB- FLEXIBLE RUBBER HOSE 2 (3) SEE ELECTRICAL DRAWINGS FOR ELECTRICAL OHA RACTEI STTCS (6) WTtH HIGH EFFICIENCY FILTERS 2 -k-1- CHECK VALVE ® TEMPERATURE SENSOR COMPRESSED AIR FAN SCHEDULE SOLENOID VALVE O OUTLET ASSEMBLY MARK AREA SERVED (EMI ESP (1) OV FAN RPM BHP RPM MOTOR ( HP 2) MANUFACTURER REMARKS - a4 - PRESSURE REIJff VALVE O OUTLET PANEL EATHING AIR um e R OV ED AND LOCATION (IN) (FPM) AND MODEL �+ DIAPHRAGM ROL V OPERATED N V., 4 F -2 BAY 1 PROCESS (ROOF) 13,200 2.0 1720 680 5.6 1150 7 -1/2 BARRY BLOWER --1>?*-- CONT ALVE -®- FLEXIBLE RUBBER HOSE r�EB 2 ' F -5 BAY 3 PROCESS (ROOF) 70,000 3.0 2800 525 52 4 1150 60 BARRY POWER Ell PRESSURE REDUCING VALVE - i -- r*A9 5- o 660 VERSACON BI SINS! _ 4) 9 ,3_ VALVE W ROTOR`f --N.-- DIRECTION OF FLOW ----*A915 RW�O F -77 BAY 1 PTT EXHAUST (ROOF) 1,200 3/4 - 910 0.12 1150 1/4 PENN DOME( DX13B WITH BELT DRIVE, HOD -Dom- MOTOR TOR F -78 BAY 3 PIT EXHAUST (ROOF) 1,200 2 -1/4 1846 2541 1.03 1800 ' 1 -1/2 PENN DYNAMO 010 WM-I BELT DRIVE, BDD, SPARK RESISTANT WHEEL; ■ y l WYE STRAINER ►{ —� r CENTRIFUGAL PUMP RECEIVED EXPLOSION PROOF MOTOR AND WEATHER COVER `/ oP I I STRAINER JAN AN 0 1995 3 0 1995 3 4 ' .. 1 I I PERMIT PERMIT CENTER s. SCHEDULE NOTES SUBMITTAL 2 = ' (1) EXTERNAL STATIC PRESSURE O < (2) SEE ELECTRICAL DRAWINGS FOR ELECTRICi4! CHARACTERISTICS ® .• tip . 01 C . . t !> ®: ,I �y at Yet "°lit.a s..w. DAM �� C . ES t` E jj% JAN. 30, 1995 Q SE • [FS FACILITY SUPPORT, CRC . 0 ` '� � ' D UNIT REPAIR FACILITY Design /Management Services . .' � °z' , . �� "°�"' NOTED _ LEGEND, ABBREVIATIONS D ' v i l "" ° ,f ' r S 0 :E APPRO ak M 1 O No, ION BY APP•D DATE SET No: or CT-M119--93 SCHEDULES & NOTES NM 1 I EXPIRES 10/6/9 13 311 - ® i A - C - c p - E A F 0 H • O 0 r 0 0 -- -4 - 1 REMOVE DIETING OINU4 AUST FAN i �/ AD ASSOCIATED DUCTWORK GENERAL NOTES ® , ,' 1) SEE ARCHITECTURAL AND STRUCTURAL DRAWINGS 0 5 DUSTING 120 / F-77 FOR WORK ON EXISTING ROOF OPENINGS 3 DOWN THRU ROOF I NOT REUSED. TO REMAN REMOVE EXISTING EXHAUST FAN I I REMOVE DUSTING ROOFTOP UNIT. AND ASSOCIATED DUCTWORK I EXISTING 32x32 DOWN THRU ROOF TO REMAIN ' 41 r r I I I W y I F X -1 EXISTING 17x17 DOWN THRU ROOF _ . , , . „ i 1O REl1AIN . ' 4 SEE ARCHITECTURAL AND EXISTING 32x32 4 STRUCTURAL DRAWINGS FOR DOWN THRU ROOF REMOVE EXISTING WORK ON EXISTING ROOF TO REMAIN ROOFTOP UNIT OPENINGS NOT REUSED, TYP. SEE ARC DRAWINGS TOR I I I I I PATCHING AND REPAIR OF ROOF OPENING 0 REMOVE EXISTING VTR . ® O PARTIAL ROOF PLAN / BAY 1 1 Scale: 1/4 " =1' -0r REMOVE EXISTING EXHAUST FAN 3 ASSOCIATED DUCTWORK 3 0 1 11 ) 10 12 / / 14 -,,,:sy_ 0 e EXISTING 120 // r - 0 DOWN THRU ROOF I \ / ® TO REMAIN ■ / I I I I 1 , / I REMOVE EXISTING EXHAUST FAN f' , SEE ARCHITECTURAL AND 4 STRUCTURAL DRAWINGS FOR IF % ' �, WORK ON EXISTING ROOF =� 2 � fj ,1 OPENINGS NOT REUSED, TYP. / o � ��`�% 2 >%/,j, I I I I A / REMOVE EXISTING ROOFTOP UNIT PERMIT iv . % 1 d5 4 AND ASSOCIATED DUCTWORK REMOVE EXISTING ROOFTOP UNIT I SUBMITTAL R U` � o �NGOw�s� n* I 0 I I I I I / I 01 -30 -95 I I /\ 0 / �, CINOFETUKWIIA w J AN 3 0 1995 3 _ ♦ ® - — - - PERMR CENTER � Z INN 2 6 6 1 PARTIAL ROOF PLAN BAY 3 C) 2 i 2 Scale: i j4' =1` -� KEY PLA <- ___,,,$),_ I DESIGNED: Ei GATE d Wuninin"Ti4 of .Seattle FS ® — 7 > JAN. 30, 1995 P � C . � • y MCE 43 ® FACILITY SUPPORT, Inc. V y tiF"? D ' �' UNIT REPAIR FACILITY x"10 S :-- ' Z CAK RED 1 Design /Management Services F3 ,, AS NOTED DEMOLITIO PLANS — ROOF D ' ""°"' }, , , , TE �� M20 \,„ f O''''s CONTRACT N0: No. REVISION BY APP'D DATE 1IXPIR 10/6/ / CT —M 119 - BAY 1 & BAY 3 T ` 14 31 - .. • v ` E 4 F • G • H 0 0 0 0 -- CAP I CORRIDOR c t 119 s— T_�� I 5 s I — — i — !— r,— — — n , CA CA ,/ f ./ / / ///// /,,, Yk' ////////////// t K- 97 REMOVE EXIST VACUUM % REMOVE EXISTING STEAM —1 mi d ' IN AND VENT THRU 0, AND CONDENSATE PIPING F I '0 / BAY 1 ./ I VESTIBULE 142 144 4 I I I % I 4 2 - G V —A REMOVE EXIST VACUUM REMOVE o 4 VACUUM MACHINE PIPING AND VENT THRU AND TURN OVER TO METRO PEMOVE EXIST VACUUM [ -L_I L1- A ROOF PIPING AND VE NT THRU ROOF II ! � I � I W` ` ' /// /iii I I ® — — - - i - — %��J a. - 13q5......(:/j033 CAP 3 PARTIAL PLAN /BAY 1 Scale: 1 f4 =1'-O I ` y 3 —0-4— REMOVE EXIST CA I a l ` N RA • ..+Tf - / SHUTOFF VALVE _ TO CORRIDOR OUTSIDE 3AY 3, 0, I g 2 1/2' O . • /[; Afill SEE DWG. NO. M205 F % �'. .. IIII I CW — ■ ,ter O ' PN� ".X � 1* / REMOVE EXISTING STEAM / IN I - ,4r ii�iiiiii∎siii /c _ o y D 101 P PI o ��,�_ — % _ I II I r m 2 s, R EMOVE DUSTING FIRE SPRINKLER PING, 0, PERMIT 2 ! �- SPRINKLER HEADS, RODS AND HANGARS, ! I I ' TYPICAL FOR BAY 3 .. / I VESTIBULE = ' BAY 46 3 — -- - _ _ SUBMITTAL 145 i I 01 -30 -95 ( RELOCATE EXISTING g FIRE MAIN aND C1 5V OF 113KW1 p I I / d d SEE DWG® M205 AVOID NEW DUCTWORK A??" OUTLETS, EXIST g FE I* .P // �_ . o � yso � I I e / I , I - - . .rr T �o- OA/ / / / / // // /// /JJ ///// A of Tu 9 5 w J JAN 3 0 1995 I -r, PIPING & g PERMIT CENTER - �___-.. __, /, ■ — - — ■ — — ■■ ARE MAIN v v_. t ® 1 ■� ■� ■■ ■■ TYPICAL FOR BAY 3 �■ ■■ - a l o� 0 0 s► 0 0 J 14 .ice. PLAN /BAY 3 KEY PLAN < - a PARTIAL Scale: 1/4' =r -Tr ---.0.— lk DATE: P it c . kls, D A ® ■ tfnnio Ity of 1[etr"atan S ttte JAN. 30, 1995 irs.' FACILITY SUPPORT, Inc. "~�' ,t ° I UNIT REPAIR FACILITY Ra Y r — R ECOMMENDED: ED \ LI.. II Design /Management Services . *QFt , ;rs °. ,, a �� F AS NOTED — DEMOLITION PLANS PIPING s °R"""N°/ /�"°` //� i No. REVISION BY APP'D DATE S oNAL ECG` .. APPROVER CONTRACT N0 M ZO Z �IXPIRES 10/6/961 CT-M119 -93 & 1 P / BAY 1 & BAY 3 - 0. 15 31 A A B • C . D - E A F - 0 H o © © ® 0 - -0-.--- 550 CR, VP OF 10x8 DN TO CORRIDOR 16x8 DN. 2 1� eEtoTIT 119 TYP s V4% �I\ IFPT -78 e� n I 1 r_ Or ._111 I s CDI Er _ _ ' 12x8 I 12x8 I� 24x36 DN, –T-1 I 40x24 I i OUTLETS SUPPLY , i � TYP 24x40 DN, M I DUCTWORK UP TO W-5 TAP -; �111111 Cv REMWE EXISTING EXFIAUSf - DUCT BA TO THlS POINT do I I AS SHOWN. ' I l 37.39 UP BAY 1 17x17 UP . TO F 2 142 TO W � Z " "' - �, VESTIBULE j 27x27 UP Ai 143 TO HV 5 I rol 1 I 14x14 UP I I 4 TO W-4 ' + 6600 UK i — `, WA 4 TYP OF 2 RETIOYE EXISTING FILTERED �, I I FNLETS AND EXH DUCTWORK I m 1 36x24 ! 1d I L— � UP TO F -2 r I �I1 TYP OFF2, _ _ 1 a •ri 14x10 1 I L1 14x10 J 4'��1 1?1:15..........0033 0 .. 1 . 18x8 DN, 1050 CFM, TIP TYP OF 2 K ,..._ -___ C) BAY 1 PLAN Scale: 1x4 =1'-ET 3 RRE BING CONDUIT AND ER A BACK FUSI REMOVE EXETIN AND THERMOSTATS, NG BACK 3 9 TO EXISTI ROOF MOUNTED U NITS 0 CORRIDOR • ® TO EXISTING ROOF MOUNTED UNITS. Ci) 750 �, I--- 140 - TYP OF 2 \ - - - - - Q - I - - AINWAIIIMI 1 11 P _ ai �� �I. /li ova v 4 ITS; I6x8 DN, V �� ► c=Fh) I I I I J r 40x14 REMOVE EXISTING EXHAUST INLETS AND EXHAUST DUCTWORK, TYP , � • - llYP x46 UP, i I �� I 26x12 UP I I 2 ' . TO HV - REMOVE EXISTING 2 VESTIBULE 39x39 UP r BAY 3 SUPPLE DUCTWORK D 145 i TO F -5 , 146 I � I iiiiiu.i. 1 7x17 UP � � I GA��RpVE • TO HV - 23 Pee N/3 _ _ a. PERMIT FEez ' REMOVE EXISnNG SUPPLY 9200 CFM, SUBMITTAL Gow �s��° N. �� (-r 1 por I 24x12 I DUCTWORK, TYP UPPLY I TYP OF 2 - HI 0 1 -30 -95 No.s ��A/Ar0 ,+`i /"' �'�' PI CITY OF TUKWILA Z 9000 l flp I I - — — — — TYP of 2 ■ 1050 CFM, - — — I - JAN 3 p 1995 __.: / \ - . I - - - �� - - 2 - PERMIT CENTER I \`'I-C //I TYP OF Ell. 2 18x12 DN, c TYP BAY 3 PLAN KEY PLAN <2 O Scale: 1 /4 =1'-or --.)-(0— I DESIGNED: DATE �1 \ . es, m Yuntap of Metropolitan S.att1. JAN. 30, 1995 P " ■ FACILITY .$ �Ptc 4 'A LACE SUPPORT, P O R T, Inc . . " ` 0 . D UNIT REPAIR FACILITY ' i ! � ire Z N DRAWING NO: Design /Management Services !..,.s64,,„ � ��� , , AS NOTED DEMOLITION PLANS HVAC M203 fSS�O 5 , COPORSCT %IDa I IEX No, BY APP'D DATE A CT- M119 -93 BAY 1 & BAY 3 1E< 311 PIRES 10/6/961 A B C 0 - e r .. O ® PROVIIE FAN AND CONVECT © 4 1 I T TO E)6SING 12f _ . UP THRU ROOF C) _ _ — — — 5 0 EP Fn 5 DOSING 120 DOWN THRU ROOF PROVIDE H & V UNTT I I I AND CONNECT TO 24x23 AND TO I I EXISTING 17x17 DOWN THRU ROOF PROVIDE FAN AND CONNECT PROVIDE H & V UNIT AND CONNECT TO EXISTING 32x32 TO DOSING 32x32 SEE ARCH. AND STRUCT. DRAWINGS DOWN THRU ROOF SEE DETAIL 1 FOR WORK ON ROOF OPENINGS, DOWN THRU2x32 DOWN THRU ROOF ROOF 1 I 111E0111:1 DOSING 17x17 I L X� TN DOWN THRU • • I � ®.. - 16x44 4 EXISTING 32x32 III /X THRU ROOFN M402 DOWN THRU ROOF M402 4 4 110 /4' GAS DOWN DOWN SEE C DWGS FOR 300 D3iAUST STACK I I ABOVE ROOF, SEE DETAIL M 40 1 I I I CURB 0 4 O R — — - - - - - - - BcI5co O PARTIAL ROOF PLAN / BAY 1 3 660 EXHAUST STACK 3 PROVIDE FAN & CONNECT ABOVE ROOF, SEE DETAIL TO EXISTING 120 UP M401 THRU ROOF 1-4-- — — — — — — — ri�. — — — O PROVIDE H & V UNIT AND PROVIDE H & V UNIT AND ( ` ( r 1 CONNECT TO 30x116 AND TO CONNECT UNIT TO 72x72 120 Dom 24x111 DOWN THRU ROOF DOWN THRU ROOF F -78 THRU ROOF 52x70 30x116 DOWN DRY SPRINKLER PIPING DOWN. I I DRY SPRINKLER PIPING DOWN. �- I THRU ROOF COORDINATE PIPING PENETRATION COORDINATE PIPING PENETRATION -7 WITH UNIT MANUFACTURER WITH UNIT MANUFACTURER f� r �r 780 DOWN I \ i� / ROOF 2 I II I I I THRU ROOF I / / (:, Hy -7 \ ` a i X Hi-23 !/ I F-5 I I ! ` ! I I I Sif ARCH. aND srRUCT DRAW' I / \ c p oo P RoV yh WO ! / `! II I FOR RK ON ROOF OPENINGS, Il— — s \ l FEg 7 ' 1 M402 - o PERMIT � U , � ove.° ��,�, 24x111 DOWN M402 SEE ARCH DINGS TOR ` SUBMITTAL THRU ROOF C URB WORK TIP PROVIDE FAN do CONNECT TO 780 I DOWN THRU ROOF. SEE DETAIL � I 1 :I ; GAS Q 2 -1/7 GAS M401 O 01-30-95 —30-95 RECEIVED I DOWN CITY OF I A W Z j JAN 3 0 1995 ° R PERMIT CENTER Z L1/4 1 9 10 0 @ @ 14 E N ® PARTIAL ROOF PLAN / BAY 3 �v Scale: 1 / = KEY PLAN <Z _,4 F> es ti VICE S� ■ For'r Munioip■Hty of Yetropolitea S■°ttl. JAN. 30, 1995 ! � r I L! T Y P p R T i n c . _� ' < �T„;, 'g wk CHEMED: SCALE' UNIT REPAIR FACILITY F#Si � z: GK R® Design/Management Services q% )14.-- , � � uWE1,oEO ' NOTED D DRAWN NM , � v �� PARTIAL ROOF PLANS M204 fs s,ONAL 5/9 , ,ED CT—M119— 9 3 BAY 1 & BAY 1 FiE1flSIOP1 BY APP'D DATE 9iEE7 Ma OF . r ;: -T jaPIRES 10/6/961 i r 17 , ` 3- 1 1 7 7 ® - ♦ V A B C 0 E F G H A .. • • u . e A E ♦ . G A H 1 • o O O - CONNECT CONTROLS TO /7 I I CORRInnR C CONNECT 3 SHUTOFF VALVE GENERAL NOTES 5 i 119 S 1.) . PR oN( TED OP �T — — — I — — — — - — I — OTHER WORK TO PROVIDE COMPLETE COVERAGE. s SEE ALSO t VAC PLANS, SECTIONS AND DUALS. . + CA + J • 2.) PROVIDE HYDRAUUCALLY CALCULATED WET PIPE SPRINKLER PROTECTION INSIDE PAINT BOOTH IN BAY 3 PER NFPA 13 EXTRA HAZARD OCCUPANCY. —11 3.) PROVIDE HYDRAULICALLY CALL ULATED WET PIPE SPRINKLER PROTECTION Ii AREAS IN BAY 3 I I I I I I I O SRO PAINT PER NFPA 13 ORDINARY - PIT I I 4.) PROVIDE HYDRAULICALLY CALCULATED DRY PIPE BELOW I SPRINKLER PROTECTION IN IN -7 AND FN-23 BAY 1 VESTIBULLEI ON ROOF PER NEPA 13 ORDINARY HAZARD OCCUPANCY. 14 143 I I 5.) PROVIDE SPRINKLER HEADS IN EXHAUST PLENUM 1' GAS UP AND DUCTS IN BAY 3 PER CURRENT UNFORM 4 I I I MECHANICAL CODE. PROVIDE ACCESS DOORS WHERE 4 I I 3/4 GAS UP I SPRINKLER HEADS ARE NOT EASILY ACCESSIBLE TO FN-4 I I BY REMOVING ALTERS. G 6.) FIELD COORDINATE ALL PENETRATIONS THROUGH --L_I —__I Lr FOR CONT. SEE EXISTING CONCRETE was WITH GENERAL. DETAIL CONTRACTOR. 3/4" �• 1 -1 /r M402 CONSTRUCTION NOTES I I I G I 14 G 111. > FIELD VERIFY EXACT SIZE OF EXISTING HYDRAUUC O — — — — _ — , +, PIPING, MATCH EXISTING SIZE. FIELD VERIFY J Q. EXISTING PIPING & FITTING SCHEDULE, RATING & MATERW„ MATCH EXISTING. COORDINATE RELOCATION OF EXISTING PIPING TO AVOID INTERFERENCE WITH BOOTH, ' DUCTING PARTIAL PLAN j BAY 1 AND OTHER WORK. 3 O ® Scala 1/4.=V-0- COORDINATE MCI SIZE AND LOCATION OF S CONNECTION POINT WITH PAINT BOOTH 3 0 OD RELOCATE CONNECT ® CONNECT DOWNSTREAM MANUFACTURER. To IX�tiNG \ ® HYDRAULIC PIPING © F EXISTING SHUTOFF VALVE ,4 0 ■ _ - - -1.;; - 1- - - - - CONTINUATION III —1 I I RELOCATE CONNECT 3' FOR PARTIAL PUW �� L_ HYDRAULIC PIPING P TO EXISTING M402 CD ® C 3. a s I CT TO C.) C.:) DROP & CONNE�T TO , TO O PAINi 8001/}14 F-----2 en RELOCATE NG PAINT BOOTH W11N 3 , CONNECT EXISTING 6 SHUTOFF VALVE F I I TO EIGS` i I I I I PIT PROVIDE DRY SPRINKLER 2 I I I I BELOW--\ PIPING UP TO HEADS 2 IN If/-7 & HV -23 1 I VESTIBULE I BAY 3 BMIllimm,...._ FIRE PROTECTION %LO +� - 145 I I I I I R 0aE I I I CONNECT I aI� NG CONCRETE 146 PROVIDE CONTROL VALVE ppP TO • RE ABOVE aMB�ERVICE TO PERMIT EEg? ' I i I RELOCATE r / N G O` V1s � n°, I TO 1 1W CAS UP I I P F 01 8 30 9 5 gU1 FOR CONE. SEE I L� L I F F F F Ls- DETAIL 2 DOWN TO CONNECT M402 I 2 -1 I I I 2 -1/2 GAS UP ( I I I W /' t_ I _� TO 11V-7 t _ I PAINT BOOTH TO EXISTING } ` _I I I _ � G - I CONNECT DOWNSTREAM OF EXIST g, CITY OFETUKWIL4 p= ® Jfl \\ j I — 8 — — i i — G — — — — — I — EXISTING ALARM VALVE — JAN 3 0 1995 _ o FIRE MAIN PERMIT CENTER �. V' SZ La V / //� /i /� 2§ 2 PARTfAL PLAN j BAY 3 - KEY PLAN Scale: 1/( =1'-0' — — DESIGNED: 1I A'E _ C, C 6 , MCE ear ®f ■ ""e ramicipallt or M. llt S saW JAN. 30, 1995 (E. 0 ;) FACILITY SUPPORT, inc. c?� "`` _;\ DIN UNIT REPAIR FACILITY FILE NEk I a3 i Design/Management Services q , = '�`_ �Z` "WENDED: AS NOTED DRAM ND: b,. . IS T" HG ,i � PARTIAL PLANS PIPING M205 ' CONIRACT ND: No. REVISION BY APP'D DATE OVAL APPROVED: of & BAY 1 & BAY ..... EXPIRES. 10/6/961 CT— M119 -93 LRs FP / IJA 1 1 �r BA 1 18 31 — A _I? B 'V ® V C D E F G --v------ H 4 GI SEQUENCE OF OPERATION F-2 1 -- 24- 1 % 41-1" P0INTS UST GENERAL NOTES CON SF awls FEMMES onECr DOW CONTROL (DDC)S1SIf11 SHALL CONTROL XL OPERATOR, n mum MONIO NO NNE OF 11E TWO WM AS DESCREED MOW. � » OA OA If CONTROL SHNL NCJOE BUT NOT BE WIND 10 HENN& WNM1NR SYSTEM �"� rums NAxlrs PROGRAMS t) SEE ONO N0 1204 FOR IN & F UNIT 1DL9001S R. SYSTEM WJ. LAN A PRO- tPPARA.S. StPPLFYFNFNrf 5 ( .....r— �� wenn NO COMPRESSED — ROOF 11f DOC SYS 2) S� DWG N0. 11392 Hb IP90.i FOR DEVICE IDCJBOIS 1 (t CRVIMM E SN DAY TEECLOC(m POEM *OWED' NO 'INOCCUPE1f OR N. PD.F NOTES 1 d ` TIE PEIIDOS Ot3CRiI • I it 3) FOR Doc 'FRONT-DM moon SEE FMK Puw n 1 -� ME PAC OPERATOR CONTROL PANELS STALL PROVIDE THE NMI IE _ s z S C TTY m S UO S NHD AONIST 1D1fRA1INE5 1PE AOR CJ fl WF 1 ar 1 ( S � H p t11 AW eT ie DECT O3 comeE N�QIIS PER PU9I OPER JIYIm A m u Ei, 5 1251-E g E i g g i l l l y s A : g k€ g N 11 M402 $E7PCNlf E/ H Ya ERE D oc sYwJ U m Yasr t F1l NJdlsr® YYW4. PM-5, MY-7 ARID IN-23 WET. HA K - 9#RDONII YWCA DEIE aulmE r tee aF SMdf MUPI THE RESPFL9ME LINT. S EE DFCiRIc i. BAWrws i PROCESSS suffix RYP oN srHaARO •ECOPI DYCII; UHIS 9WL GO W osA MTEN I BAY S 1fIPD000RE EXCEEDS SEIPON 10FER 1 URE (nPffs�n AR YAK • EVOf t (PREP ARFg1 PREP YOOE PREP In.E • MEN 1H6 N B SELECTED, HY-5 NO F -2 SHALL BE DHAl1JD. 1W Doc uaDE raonamsE • ROMAN. WNM1Y0N P 1-1 51SIF11 SITYAl PROVIDE A CONTROL SOPAL m 11V-5S NIEiNAI NIRPER CONIROIS • Io • W N)JUST 06CAROE 1 m YANUN Tf 717E (pRANOIOI� S4ACE SIIPONL SIPPER t DISCHATOE 7EIPERAIUE DULL Tf RESET BASTED ON SPACE DEIMIPO. WFE7/ SUPPLY OS Ml P°° • EXHAAUST AI3LOP FAME 8EEl1 F10VER TFE COMPAF55ED AR 1JPLVE 9X . OPF11 m ra•FRnutE • MWE THE PPITO NSOE TFE PREP ATRFA LYECOIE • L7 FOR PREPPIO U'ON A DROP 1EPP A PU6r w e N 06CHARGE T • tE]O 50TP ( T 1FE INiT 9WL BE OISAEIID At0 • �T A! AL SIGN. PLOWED. YAM IRS MODE ENDS A LION OF ANY OTHER WW1 � s& R.. • 4 I EXHAUST MTH THE COMPRESSED AR VALVE SOU_ CLOSE, IW AND F -2 W . BE MATED. ENE 0511 EVER DA PER ON IN-5 SHALL RAN L =SE MEN THE T S =BUM. 4 �..— �� NORWL FEAT Ht VENT RODE swan Fw 1 • • • ( n DRESS ) • \ \ f H MEN TIE PREP MODE 5 NOT C WLD FOR DURING O HOURS, FN-4 WOW l LL BE ENABLED. 111E UNIT SHALL OPERATE THE OUTSIDE Al AND RETURN tcE. P12 mw ala E • DAMPERS ON A STANDARD 'ECONOMIZER' CYCLE TIE DOC SYSTEM SHOJI PROVIDE =WM AR 113a4RO1RE is A CONTROL SIDMAL W TIE U TTI METRO. BUNTER CNmIS W ADJUST DISCHARGE sPAa meF • Foe N 4 : ry -s PET -7 1EIPERIBURE O S MNNTAN A 7DF_ - (ADJUSTABLE) SPACE .. UPON O1 l DISC J 1F1PETlBHRE STALL BE RESET BASTED ON SP DEMDOWN. UPON ON A A DROP AI DISCHARGE OS RAWER • - IMMURE BELEM 50'F (ADJUSTABLE), TIE UM DWI BE DISABLED NI AN NARY SIGNAL MINTED. MT YENRAMON SAY FAN I •• DURNG ALL OCCUPIED FERIODS. F -77 SHALL L BE EMBLEM =SIX AR 'LIFER . C) DIAGRAM — BAY 1 MGM MODE DROP 6E AR mtPERARWE • MEN If ThJECLOCK INMATES UOCWPED MODE, ALL CAS BUR. • AR DAMPERS SHALL BASE AND XL FMS SWHL STOP. BU 3 (PEP PANT BOOTH) E_Z PAM MODE MUST FAx . • 3 3 p u:)..iii3 MEN THIS MODE IS SELECTED, HV -7 MO F -5 SHALL BE BABIED. TIE DOC SYSTEM S PROWE A TO TIE UNITS INTERNAL BUUFR HALL COMM NTROL Fxtwusr FA. • • - COMROIS W AAA UN DISCHARGE IEYPfRATU E W awe' TIE 717E (AURISTAa,E) EXHAUST AN TEPFRA1U SW IL %WONT. DISCHARGE TEMPERATURE SL BE BESET ON EXHAUST AR TEMPERATURE DDAIO. MEN THE SUPPLY APO EXHAUST FATS HAVE PROVEN HY -7 AR FLOW. THE AN VALVE SHA L OWN W MAID: THE PPM NSOE 11E PANT BAY - W-23 - AREA MOW "LIVE FOR PANTNG NO If BOOTH LIGHTS SHALL COLE ON UPON A aaPaccn tat WOW • F -78 BOP N 06OARPE 1DPDATRE BaOW 50'F (ADJ STA&4 THE UNIT' SHNL � OA if 06ABIEO APO AN GARY SXNN MATED. 1F A BOOM DOOR OR UMW Fd(II1RE 1lOIlS • C R" A W 1 OPENED D FOR TIE D M. F PAM MODE, 1W BODTF1 • H SSTOPEN FOR 5 CONTROLS RLL GENERATE RATE PANr 1 A WW1 DC THE DOOR/IXIIT RETINAS OPEN NOOSES ,„ RETURN r /AD Apr r k p RFE DM SYSTEM ST W NORMAL PORE PM GENERATE AN Pear LODE • I" - -- T �!! 1 N DUCT) I TIE S A SHALL CLOSE T °F t A MR ° DE _ Y00E Ad(lla.lID(� I THE SS `A. 1W -7 NID F -5 SHALL BE DISABED, NO W -7 OSA DAMPER cuRE WOE • I ' , I I I P CURE HOOE ACKNOWLEDGE • NORMAL WOE • I I MEN 1HN5 MODE IS SEWED, HV -7 AND F -5 SWAT CONTINUE 10 RUN FOR A 10 MNUIE .aoE Pao:a.unaE • (ABNISTRBLE) 1MT OUTSIDE NR CYCLE INTER TIE PUlGE, 11E PAW BOOM I PANT SUPPLY USNS SFWL BE DISABLED. IN-7 AO F -5 SHALL BE DISABLED. HY -23 SUPPLY NO A • _ I 1 I ` RRETURN WIPERS SHALL OPEN AND 11F O SMALL BE EASED. KV-23 DOLL GO W me ,mm w e I I 1 MOON OUSIDE AR POSITION Sf AND THE DOC SYSTEM SIGNL PROVIDE A 2 I CONTROL SIGNAL W 1Ff INKS BANTER CONTROLS W ADJUST DSCLARf E 1EIP mtP A r IaaFN • W RAMP -UP 1W 1 AR 1E RI11Uf AT A RATE OF 2F PER MINUTE (ADJUSTABLE) LIM THE IEMPERAURE REACHES 1�F�TABJEL 1Wf D TEMPERATURE SAM 2 BASTED 1 a PAINT BE RESET ON RETURN AR TENT DE A 1. DE TEMPERATURE SHALL BE %fitx FM . • • CiM 1 SUPPLY. IMP BOOTH —. (AaLbT UPPON A DROP IN I r To k A 7iA1T tt PO RAMP-UP WAFERS • . DE we sea BE DISABLED AND XI WEEDS THE H �S R . AR Loan AR m�EFUrta E • C \ Oki ('v � ). AT THE DO OF 11€ CURE PEROD. THE RETURN l AR TEMPERATURE SHALL RETURN AR mESTATURE • P P Q +j, I � THROUGH R;OOL DOWN PERIOD MERE WV-23 SUPPLY AN 1BMPE A11Rf D.P. AR ma'EaEUAE • �,1 9W1 DROP AT A RATE OF 2'F PER MAINE (ADJUSTABLE) UM 1H E AR TEMP ii-55 y PPM EXHAUST 1ElPDAll REACHES 7OFA E). AT TIE DO OF THE COOL-D0 4 P • ^ ,�*. MTM �� PERIOD THE SYSTEM 9X1 AUTOMATICALLY CO TO NORMAL HEAT MD vSl l MODE aFPLr/IRTUa IIUiPFRS • P , � `v`S (-1- _. NORMAL HEAT A VENT MODE a „11 \ / bbb��� �RDOR WHEN THE PAM OR CARE MODES ARE NOT CAWS FOR DURING OCCUPIED SUBMITTAL RTLL HOURS, 11V-23 SHALL BE ENABLED AND THE 60051 LIGHTS SHALL COLE ON. srPLr FM • • PIT EXTAUST ME UNIT SHALL OPERATE THE OUTSIDE AR AND lO1UPoV DAMPERS ON A OUTSIDE PR o sp • 0 —30-95 M1H FILER SUMO 'ECONOMIZER' CYCLE THE DDC SYSTEM SHALL PROVIDE A CONTROL MM. 10 Off UPO S INTERNAL BURNER CONTROLS W MUST lMSC1ARGE 1FMPERATNf W DOM. AR �ExenwE • CITY oF wIU L BE R LT ODJUSTABLE1 RETURN AIR TEMPERATURE DISGORGE TELVERATURE SHALL REIU NR TEMPERATURE DOOM UPON A DROP W OISCARGE MOM AR Ta�FxAnRE e ® TEMPERATURE BELOW 517E (ADJUSTABLE). THE UNIT STOLL BE DISABLED AND AN AURA ass BUR. • JAN 3 O 1995 MGM MATED. z E X RA16r HMS • — PERMIT CENTE :0 t PIT WNIIAINXI lawns DOORA. • DAGRAM —BAY 3 L OCCUFED PERIODS AM DURING ALL PANT NO cT CMS, F -7B S NJ. FA. o O Scale: NONE MGM p WIEN THE 1 OLOCC MIMES UWOCCUPED MOOS DOLL ALL AR DAMPERS D CLOSE EIVAA'T FAN • • KEY PLAN NOT ALL TEAS 9Ol STOP. IF SYSTEM O N TO OR CURE MODES If PAM AND CURE CYCLES 9X1 COMPLETE BEFORE E TIDING W 'UNOCCUPIED'. -- ..00 - 4-- I - DESIGNED: �� DATE: - C P FS y� MCEC 1 T Municipality of Metropolitan Seattle JAN. 30. 1995 FACILITY SUPPORT R inc. ,4”" 'g` DRAW* CHECKED: UNIT REPAIR FACILITY AND: 11.1?.‘ ‘45- ` RSN , RED V LF Design /Management Services , : � 2 ��� AS NOTED TEMPERATURE CONTROLS - , M 301 o ,,, ,, L Eto, CONTRACT N0: BAY V BAY p No REVISION BY APP'D DATE N�ROUE1k [EXPIRES 70/6/96 CT—M119-93 BA I q 1 & 3 SHED' NO: 19 of 311 es C D E F Q H o 0 0 4 0 10x8 DN TO _._ s 1 I 550 OF ! I F BAY I PAN CONTROL PANEL _ CORRIDOR r4 .--- I FOR BAY 1 SEE UP TO F -77 P I .- f 12i 119 TYP OF 2 1W OF DPI, 2 - - - - 30x16 SUPPLY F M401 g o o ti ■ w - � i C ■� ■ —� NS � � lti .� „, - i,.. .... ,,,,, I ' , i , r MODEL 30pFL, FM-f 2-5 �. ', 1 � �• :� ' 1 �� . r. 810 CFM, TYP r� � IS - -a1 _ I° alb .rs� LI m EK.Immil mom . Ft- 32x32 32x20 111111=r . TO 24x16 ���>_>,L� 32x32 UP — ■ TO F -2 � _ VD TYP. �.�M 16x12 / —- r, I 1 1 27x27 UP 1 24x12 24x22 � ! i i ! ' TO MI -5 VESTBULE 4 • 11 1 = i >' �� :`. t —` isi t I 34x24 I ! 122 YD. TYP.I1 BAY 1 I 17x17 UP ail CONNECT TO 24x23 UP 1° 24x12 TYP I aillil . !mg HY-4 EXISTING , � h 1i�. L 2S J ` _ s� � � = �� t 'l; 14x10 11 1�1•r — 1�ienIri I U U �■ „� � 14x10 Will a� B OX 24x12 SUPPLY • ' 9 45 CFM TYP � j PLENUM. li TYP © °tom ' - k IL.. ■a ! � �, Rs •� a �..� rva a 9x9 DN & OFFSET I 18x8 DN, I 1050 CFM, —9x9 ON, I UNDER IJOSTING SUPPLY TYP OF 2 TYP OF 2 TYP 3 REGISTER I O BAY 1 PLAN a 1 Scale 1/4• =1•-0 (?„,___ ROOF 4 n I I 1■ 24x22 NI O ,, JI, �, ■ II ■1 24x12 SUPPLY I f 9x1 � v 24x16 11 PLENUM, TYP NI o _`` ~ n T ;11111 i■� �I 2 `18(30 • ••►sa I _ l /1 M 810 CFM, TYP S11AW 32x20 ■I C,�Ut �V ED RI 9x9, I �I AQ 6 '613 EE J r IN BA'' 1 PERMIT a,,,��,���� 142 ■I sr BOX 945 E 130X ■+ SEE DETaL�, SUBMITTAL i M4O1 01 30 -95 0 0 ■I RECEIVED W 111 ` CITY OF TUKWIL4 Vo J Z r I I I I �� / i JAN 3 0 1995 f I �- 'MIN" \ Ttti J PERMIT CENT V _ Z - t� mg 1 SECTION - , 3 -Cf tEld Scale 1 / -1 _ KEY PLAN 4I DE .NEC o� CHECKED: SCALE e, l DATE P it C . ..‹, MCE e� ■ tunlolP T °! Metropolitan 8e°tUs JAN. 30, 1995 �l FACILITY SUPPORT, inc. �~" �, ' (t (I � Des ement Services UNIT REPAIR FACILITY n Mana g y a : ,o � ' � AS NOTED or CO Design/Management T ,��. PARTIAL PLAN HVAC M302 4" 'S /DNAL E� 'APPROVED N0: I NO• APP•D DATE \ !EXPIRES ,o/e /eel CT-M119-93 BAY 1 T 20 31 V v v v v I IT / / .: A i B • C • D • E • F ® G • H 0 0 1 1 PROVIDE DIFFERENTIAL PRESSURE 13 14 DDC CONTROL PAWL FOR SENSOR ACROSS EXHAUST FILTERS • I I BAY 3 - SEE DETAIL n INSTAU. TO ALLOW FOR ALTER OUSTING 100 UP FROM M401 REMOVAL & TO AVOID PAINT PIT EXHAUST, COORDINATE - ----) _ _ BUILD -UPS. WITH PANT BOOTH _ 0 _ - .. ■I I ■ter 1 r i� ►r I I t I J L I m I E GST 90 PTT I Ft II I I EXHAUST DUCT ON PT) I IXlsr 90 PIT 1 I /41 NSITX)M FILTERED EXHAUST EXHAUST DUCT (IN PTT) Pm INLEi(PANi MODE). TYP o II I VESTIBULE I I W /30% FLIER APPROXIMNTE PANE PANT M RFSIOR BAY 3 I �, I mow PTT 20x20 ALTER - BOOTH OUTLINE - SEE I ■sgallIlli 4J I I FILTER ON FACE 46 BOX W/30% FILTER ' ARCHITECTURAL DWGS. ON PIT). 600 Cal & PANT ARRESTOR _ FILTER ON FACE 4 t (IN PIT). 600 CFM REMOVE EXIST 9x9 GRILLE, CONNECT TO 9x9 LIPCt CONNECT TO 9x9 DUCT (IN PIT) 4 H t TRANSITION I BOOT I I ) I ON PIi) I- — t , r WALL INSULATION - SEE 3 - - - - L J L — ARCHITECTURAL DWGS. _ _ - - J ` Q — — — — H — — — — — — O BAY 3 PLAN (LOWER LEVEL) Scale: 1 /4 1' -OI' 3 O CI) 1 D WN J AI !!► 3sm 12 j 14 3 MODE RETURN 0 16x10 WITH VD �1`'j DOWN TO CURE /VENT j PLENUM, TYP 1 • NT I I EXISTING 100 DOWN EXISTING 120 . �` — . i " 405 — M401 p : MiDE SUPPLY GRILLE, TO PIT BELCH UP TO F -78 i TYP 10 O C Iii 1 - — — Ill _ fir,! � �x� �`, � lI ` `� ' GJLI �r - � . F- _ �x-� , T T T I � w � T C.. - - -.1 I iiii . — FI 'fir ' ' all 300 260 � I li 24x111 RETURN DOWN TO WITH MODE 1180 (2) 36x72 PTO 1 ® (� . UP SUPPLY PLENUM, 72x72 SUP'LY 0 780 UP I TYP 2 DOWN IIV-7 M402 TO F -5 I A o- wl EO OVERTEYP 2 R ELE RrAI_ \ , I ,. � y , i I \ , 2 I' I I I I '> ! ! 1 x T 1 X 1 I \ > I ® ) x tom D UCT ' I I \\ i I i i ° 11 \ i i iii \\ i i i \\ F 5 Ot 00,10.1, I ' 16x36 SUPPLY £ v - - -� L _ y C PPpR ® lb/ I DOWN FROM HY-2 ' • ON DUCT) VD VD 36x48 DOWN TO PANT E� Z 1 9 44x18 -- 1 ` 23 PAINT BOOTH 48x36 2 SUPPLY PLENUM, r -� j $1oR ' • 72x36 PERMIT I \ INOD i 140 gU1LD 30m I 26E 164 - SUBMITTAL �5� T PAINT MODE EX 01 -30 -95 VESTIBULE I T T I 1-. ) ....4.- N - � DUCTING BY BOOTH A i (� ,.� MFR. TYP Pi � `T� S �� !r-•� Y !r ` > 41 R , - C ITY OF TUKWILA = �� 1 �: Z — = JAN 30 1995 c=i iy 1 300 320 360 P EgMIT CENTER 400 440 480 n LA' z IR O ® 1 ilk BAY 3 PLAN UPPER LEVEL b31641 /1110 Q 2 Scale: 1/4 - =1' -0 �N �/ Muniolp.Htp of Metropolitan SaattU� DATE. lir 111110 -----t C . i 4' MCE ��° JAN. 30. 1995 (r I .1 FACILITY SUPPORT nc. P `� a v " /iFy 'fg : DESIGNED: E cHEC�v sriuF UNIT REPAIR FACILITY No �r o 1) D es i gn / S erv i ces � �� Z ' As NOTED VANO NO: ,, PARTIAL PLANS — HVAC M303 . S /ONAL ''' ''' APPROVECt No. REVISION BY APP•D DATE C M119 - BAY 3 Sir W OF L lE p.s 70/6/9 21 _____vi d -- . (..• D E F 0 H O 260 CU O P ) Sr FAN O 111x24 48x36 PANT 30i EXHIITOST GRtE/VENI MODE MODE SU!'PLY WEATHER PROOF COVER FLEXIBLE CONNECTION 1:;:i; DUCT REIIIRPI DUCT DUCT I D(HAUSi DUCT -SEE EXHAUST DUCT SEE ELENCCT AND STARTER, it DWG. NO. M204 FOR SIZES 5 300 CURE/VENT 1 11 1 E7D1AtlST 320 _ — X540 BEYOND) i In ill DUCT SUPPORT I MODE SUPPLY DUCT ` �i DUCT I n ' /' i SEE ARCH FOR ROOF MI holfut I - - ■4 ` IL 4. _ 1I = PENETRATIONS AND FLASHING ►*�� AI 44x16 BEYOND FA,_ �1i W i M DE DUCT *Ig WELDED STEEL srRUCTURE I II la t • � ,�'�j Q ALLOW INLET DUCT RADIUS ELBOW • ROOF DECK il II P MODE MI AA M401 L."1-1°J I vi . ippg TciA 4 I Y 1 l � 12 TYP �, r. f i ■I ►.1 i 1 8 i , ` 1 ' 180 Cl1R Arr EXHAUST FAN DETAIL A 70,000 CFY PAINT BOOTH 1665 PAINT BOOTH t MODE SUPP DUCT SCALE: NONE M204 I � ` I I _ I 1 5 1 ■I 180 EXHAUST UGHTS II 180 EXHAUST 14 GAUGE EXHAUST STACK, JI DUCT)) DUCT ) SEE M204 FOR SIZES 4 ;I 4 ■I 2" BELLMOUIH EXHAUST i ll 111 2" B� WELD ALL AROUND "' PROVIDE FLANGE FOR GUY WIRE C ( ) 0 t ) I (TYPO BANK O 0 ) 25' TRANSInON AS REO'D. SEE STRUC ONNECTiON, I ■1 I - D s - I I �- FLEXIBLE CONNECTIO 7 PENETRATION INiO STACK I "` I W I �- MI I -�- — — ( BACKDRAFT DAMP' DRAIN BAFFLE i ■ EXHAUST FAN SEA. WELDED INTO ® I I BAS OF STACK - t I I ISOLATION IABRATIO I ' DRAIN TO ROOF (I \ � EXIST 100 FRP II 1I , •, PROVIDE DUCT FLANGE 1 11 EXHAUSi DUCT �� AT BASE, COORD W /GEN FOR SECTION ® (PiT D(HAUST) -� PRE -DRILL OF PAD TO MATCH SCALE: C T' 1/4"= 1' - BOLT FIELD BOLT FLANGE TO PAD. ROOF PAD, SEE STRUC 3 3 i I STACK DETAIL B L r 31= SCALE: NONE M204 SECTION 2 A SCALE: 1/4 " =1' -0" M303 WALL INDICATING PREP I NORMAL 2 UGHT, TYP AIR HANDLER AR HANDLER o, 2 F A,--F t .- e - 10x16 '01DIC TNG PANT CURE NORMAL Q+ UGHi TYP AR HANDLER MR HANDLER AR HANDLER TfP O0t 16x48 � 30Hx30Wx24D cP1 0 30x48 SUPPLY • 3 rC PREP NORMAL 30Wx30Hx24D EXHAUST BOX - pP P R 1665 J C URE NORMAL! PANEL- � O ^ f HBUTTON, MINIMUM 1 MINIMUM EEB 2 � ® I ( ! l.J- �- T WANG PANE PUSH BUTTON , YANES O ® MOMENTARY TEMP ADJUST TEMPERATURE LED DIGITAL READOUT • PERMIT atl PUS TYP T , I TEMP ADJUST I TEMPERATURE I PUSH TO TEST PUSHBUTT LOWER HIGHER Fl x24 24x24 ALTER FRAME S U B M I TTA L 30x48 MOMENTARY I LOVER I I p 7YP. ---�0 O FOR FASTENERS ACCESS 0 1-30-95 PEI PUSHBUTTON MK:. • INDICATING PUSH TO TEST PLATE UGHT TEST AND 1'D FlLTER z W } 2 TYP. 0 INDICATING I RECEIVED O ' 3 30x48 SUTTON LIGHT TEST ® __.....___._1" "�"�'� CITY OF TUKWILA Z LED DIGITAL READOUT — BUTTON FRONT SIDE 1 n JAN 301995 x z 1 SUPPLY GRILLE DETAIL BAY 3 OPERATOR PANEL D BAY 1 OPERATOR PANEL - RMIT CENTER ? ' ` 49) S 1/2' = 1' -0" SCALE: NONE M303 SCALE: NONE e EXHAUST BOX DETAIL F L .# 1 , VI SCALE: 1/2" = 1' -0 M302 [ KEY PLAN tom aZ DEScNED: a cre: C FS 8 T MunioiPeilit7 of Metropo Seattle JAN. 30 1995 FACILITY SUPPORT, inc. . 0, y ` , , RSN 0 , , tA, $ DRAWN: CHECKED: SCALE: UNIT REPAIR FACILITY "� e _ ,. ).►> z RSN MCE COMMENDED: AS NOTED Dxnno N O: I ) Design /Management Services �� � CONT � SECTIONS & DETAILS No. R�UM BY APP'D HATE r raa M 0 4 -, . l b, - ON - ' E NG \ �WPROVEO: ® r V � vPIRES ¶O/6/961 CT- M119 -93 I ` 22 73i1 ® V A 9 C D E F C H 30% 30% y HI ER SPR9RQ.ER FEAD 1YP SPRINKLER HEAD, Tr, Loam S110K PLENUM OSA FILTER COVERAGE THROUGHOUT PRE - FILTER, SS ECTYJN DETECTOR Q4MPERS `N 3 UNIT PER NFPA i3 4 A 3 Q 5 OS MDONG } OSA F S PLY RETURN f SUPPLY 5 HOOD BOX M HOOD k I FAN 1 t ( FILTERS En REUEF II ( 0 4 SEE ARCH1 \ OPENIN } DER f BURNER FOR CURB BURNER ` SECTION BASE 4 SECTION ` ESA N5TAUATION ` &� SECTION BASE SEE ARCH'L 4 L� SEE ARCH°L F L v I r MIXING BOX FOR CURB 0 5 ROOF CURB FOR CURB 0 = r = / ROOF CURB = - i f; ROOF CURB CONNECT DRY SPRINKLER INSTALJ Al1tXl� -1 I ROOFING INSTALIATIQN ! ROOFING i I I ROOFING PIPING TO EXISTING I I r / f f I I ! i I I RETURN DUCT BDD SMOKE STRUCTURE Li 1 ' STRUCTURE - Y N SMOKE RN DETECTOR - STRUCTURE S ; SUP DUCT HV -4 DETAIL a HV -5 & HV -7 DETAIL B Low LEAK HV -23 DETAIL C EX ISnN C DEn SCALE: NONE f SCALE: NONE M402 TWO POSITION SCALE: NONE M40 E LM PI DAMPER, TYP 2 4 0 12 \ • I 4 LI A — 40' -O" TO �, O -0 TO 6 & V UNIT EXISTING DRY PIPE COLUMN UNE 5 COLUMN UNE 9 PLUG VALVE SYSTEM RISER OFFIC 1 - 1/7 GAS TO STING 3 GAS ABOVE TO SPRINKLER HEADS II EXISTING WET PIPE FN-4 & FN -5 EXISTING PAINT BOOTH 2 -1/2 GAS TO GAS PIPING - IN HV -7 do HV -23 0 SYSTEM RISER CONTINUATION TIE INTO ITV-7 do FN-23 SEE PLANS ' -UNION FOR CONTINUATION I� SEE MEET M20 5 EXISTING 1 TIE INTO FOR CONTINUATION FOR SIZES SEE SHEET M205 I COLOR 119 7 GAS UNE (...D DUSTING SEE SHEET M205 ARCH'L ■ ■' O GAS LINE FOR FLASHING to BAY 3 ■I_ ■ G L DETAILS— ROOF 148 - PROVIDE DOC SYSTEM u 1 • ° FRONT -ENS HARDWARE \ — III - 11 I 1 7( o ir 146 do SOFTWARE IN EXISTING OFFICE ,( � EXISTING U GAS UP 3 FROM UN DERGROU ND , 3 DDC SYSTEM PARTIAL PLAN 1 PARTIAL PLAN / BAY 2 2 GAS LINE DIRT LEG DETAIL D DRY PIPE SPRINKLERS PARTIAL PLAN 3 SCALE: 1 /S = 1'-0' M301 SCALE 1/4 = 1' -0" M205 SCALE NONE M204 SCALE NONE M205 \ 0 rROOF 0 E 2 13 14 U 4j L 48x30 SUPPLY Li U Li GRILLE, MODEL TINS 1 ) UP ) UP I I MODEL (TYP 1 1 P 17 rr r c TOP OF SUPPLY A 2 / -r- o I I AIR PLENUM 2 X p I I PAINT BOOTH " ,Wti>n I LIMIT OF ( I I �R�� W �� I PANT BOOTH ! 1 I I 1 I I I 11 I _ LIMIT OF TFI {Egt` 1 -- 1 I I I I "r® �R I I I I r LIGHT (iYP) 811th S UBMITTA I I ! ! ! ! PERMIT L I I I I I I I I I 80Wx4OH FILTER I ! ' 'mil - i a I i -� I L. -1 L -1 — 1 ,./ 4320 CFM EA BANK 01-30-95 RECEIVED } I I I I I I ERNE (PAINT M ODE) CITY OF TUKWI '�. I I � �-- 2�0 FILTER JA N 3 0 1995 z I I I I •■ ■ - l" r 64, PERMIT CENT 5 la. SECTION vs SCALE: 1/4 =1 -0° ®+ KEY PLAN , 2 sq5........003 < _ �► U,nf,.f,,.Tff - .04 -- DESIGNED: DATE ,\... C C. Fs y RSN FACILITY SUPPORT � -- = 1 of Metropolitan 3saSeattle JAN. 30, 1995 (J P yP� ' R �'�' ` WX M UNIT REPA FACILITY Na SUPPORT, inc. nc. �, _ CE r r o I D esign /Management Services �o c y G � ��Z` I REZroff "E NDED NTED DRAWING "°' DETAILS M4 I \ ' SS /ONAL EN APPROVED: CONTRACT NCR No. REVISION BY APP`D GATE I a CT-M1 19-93 EXPIRES 70 /6/961 23 42 31 ® v ----- 4 ,----- v--- ® 7 A B C D E F G H Z ♦ ♦ • ♦ A A f A S 5 5 SYMBOL LEGEND AND ABBREVIATIONS ALL ELECTRICAL WORK IN PAINT BOOTH BAY #1, BAY #3 AND VESTIBULE #144 SHALL CONFORM TO CLASS 1 DIVISION 2 HAZARDOUS AREA AS DEFINED IN N.F.P.A. 70. \ r..,...,,.....,„„, E S. 119th ST. WALL MOUNTED LUMINAIRE WP WEATHERPROOF , \ ././ ,- .Q i A I EXISTING WALL MOUNTED EXIT LIGHT FIXTURE TO MLO MAIN LUGS ONLY ,Fr ' ` r' a r F n REMAIN IN OPERATION THROUGHOUT CONSTRUCTION ' STAFF R NG G RO 9ti GFCI GROUND FAULT CIRCUIT INTERRUPTER N, 1 c, 1 i( 9 \ EQUIPMENT CONNECTION BY ELECTRICAL v i II RETENTION A` �� TO HARDWARE PROVIDED BY OTHERS. E EXISTING COMPONENT TO REMAIN IN USE i E ; POND \ S OR BE REINSTALLED IN NEW LOCATION o 4 �' ( ' �� i $ SINGLE POLE SWITCH SURFACE MOUNTED �/ '� �\ GRS GALVANIZED RIGIND STEEL CONDUIT 4 f l k STORAG $ SINGLE POLE SWITCH INDICATING SWITCHED LEG; SHED REFER TO EACH FIXTURE TO DETERMINE CONT. CONTINUATION WHICH ARE CONTROLLED BY IT r \___ EXISTING DUCTBANK -ROUTE ^. \\ TIMER /TEMPERATURE SIGNAL 1 DIS t t BUILD IN CE CONDUCTORS TO FORMANS �' 0 R NOTED�ONNECT SWITCH WITH CURRENT \\ OFFICE. SEE SHEET E -205 1\ ( bPFBRLADT�O�IS \ \ \\ \ AND E -202 FOR CONT. OF 0, MAGNETIC MOTOR STARTER /DISCONNECT; SIZE AS SHOWN �� u `� \\� ��\ EM. NEMA 4 IF OUTDOORS N� t ' \ ' \ \\SY ST ® BOX WITH BLANK COVER \ ENERGY CODE COMPLIANCE ��' \ \ J a FLEXIBLE CONNECTION TO EQUIPME T ■ UT N REPAIR \ \ BAY #1 IS USED FOR PREPERATION OF BUSSES FOR PAINTING. v • CONDUIT WITH SEAL FITTING 2.3 WATTS PER SQUARE FOOT IS THE WASHINGTON STATE SO I H \ \ ENERGY CODE TABLE 15 -1 ALLOWANCE FOR PAINTING. �' BASE ' l % `� 0 CONDUIT TURNING UP DESIGN WATTS PER SQ. FOOT IS Z.3 T t ` \ , \\ D CONDUIT TURNING DOWN BAYS #2 AND #3 ARE EQUIPPED WITH SPECIALLY DESIGNED 3 3 � t t ;� PAINT BOOTHS WHERE HIGH LIGHTING LEVELS ARE REQUIRED I F , CONDUIT- SURFACE MOUNTED FOR THE PROPER APPLICATION OF PAINT, OPERATION IS ‘\ COACH PARKING } „ \ \ , � \ % `11 11 I H OMERUN TO PANELBOARD "A ", CKTS 2 & 4 AS PART OF EQUIPMENT" FROM THE 2.3 WATT /SQ. FT. LIMITATION. I 1 /2"C 2 #12 + 1 #12 GND ` UNLESS OTHERWISE NOTED 1.‘ t I,t ! FUEL \ tBUILDING AND WASH t t I BRANCH CIRCUIT PANELBOARD; i \ , i !? 480/277V-30-4W 1 eL_ - \ STORAGE HAZARDOUS PARKING STAFF N , SHED i 1 i k\ BRANCH CIRCUIT PANEL BOARD; 208/120V 3PH 4W -- — I t C I 4 U TRANSFORMER - SEE ONE LINE DIAGRAM FOR KVA AND 2 t \ `' 1 ( _ VOLTAGE RATING IA I 2 ` 1 1, ' !'I SEE NOTES THIS SHEET CiAl° mlE S. 124th ST_ !� FIXTURE TYPE; SEE FIXTURE SCHEDULE A42g 21 5 \ I I 2'- 0 "x4' -0" FLUORESCENT ,se \ l CLASS 1 DIVISION 2 HAZARD AREA RATING QU yLptNCO RECEIVE ' /� C 1995 ITY OF TUKW ILA UNIT REPAIR AREA SITE PLAN DUPLEX RECEPTACLE; NEMA 5 20R MOUNT ?8 AFF UNLESS NOTED OTHERWISE. JAN 3 0 SCALE: 1" = 200 PERMIT C W O 2 PLAN 8 z NORTH PERMIT _ z Z � U 4 1 W N W SITE MAP N 2 � V JN 0 200 400 600 c FEET ` I = DESIGNED: DATE r. r! ` n L E E T ® Municipality of Metropolitan Seattl 1 /30/95 U y i Fq l TLS ,1 ? I : : SCALE r „ / , I � Berona/Langebartel, Inc. h y WN CHECKED ME MAINTENANCE CENTER FILE N0: 1� G LG UNIT REPAIT BLDG. C Engineers h„ lit, /11\4 lti g E i R JRS moNMExom: A S NOTED yF �L��` �`' PARTIAL SITE PLAN DRAWING NO I 1520 E astlake Avenue East Tel (206) 323 -0400 'sio 1 c' CONTRACT NO: E-201 ROVED No_ I REVISION BY APP'D DATE Seattle Washington 98102 Fax (206) 323 -3184 I A PR.,, ^,qg G CT- M119 -93 AND LEGEND - SHEET V V V ® V •-, ,‘,, , v L F G H A • • • • A A /‘' --, ,----- ,-----, (1) ( , 6 (17) i . ,,, i . 1 1 , - -r" . I , I - I El I , , .---_-: i ___ ---- - .- - 7,— ; , 1 I _lir \ --i ' I- ■ 1 i - , I I 1 ,-----, (--,---) ,, , , -H 5 \-...., I j '7I `-----' 5 i ' , ' ' ; , H 1 ii 1 o ' ; ! ; LI ., U ., , 1 ; • 1 ' ;h , 1= ' - I i A ' : 1, 1 ' 1 I L 1-, . , , , ' I ---, , .--I' I , L__ i , I ■ , ( u ' i -fir ----- -,-. — Li C.2.) ‘-__- ,-,--- f II 4 ! I ' LI:1 ,,, 1 li 0. :1 , , J ,, . li ,,,===._,, Li± ______. 1 _ , ,./. A 1 ,. . . : 1 , , . !T :;[_;',— I 0 ----•,- - 1. - — ____ , , ,-- , , " -, r - I__ - ___r ; ;.) , - . --_ -/ ' 1 •1 A ,,, , , ' 11( 4 , - ,, ,- . --.. ,--- , ,,-----,,, ,- -, ,---- . . . ,, _ ,, ( ' : __- , L 4 : ' ri ..: I ■ ) 1! I - , ,,i di 2 — ) -- I `----- ' -...--•' ..._,_ ; L ; 1 , . .• . , ,„ .. EXISTING DISTRIBUTION 11 Lill . . EXISTING G.R.S. CONDUTS ROUTED TO ' i ,. , II PANEL "PDB" i I MAINTENANCE BUILDING VIA CONCRETE ' . . , , , , ' , , [ ' 11 1 1 DIJCTBANK. , ' I . • , , - I 1-4 ' . ; ::--- ._ . t __, ---,;., -1 ...: - --------- -- -- - ,,,,-- -- - , gl , , , . _, ( k , __ ., . .. ., , . ' ■ i , ., . , , SEE NOTE C)--- - "" -------v- 1 !I - . 1 !■1 . . . NTERFA , ... .. .-.? 1 ,, ICE TIMER AND TEMPERATURE ' h i [ I [ i [ , i [1 SIGNALS WITH EXISTING DUCTBANK. : I . I: : II 1 1 I II ' , III ' II ■I' I I I'l ,,, EXISTING "J.B.I.' PRODUCTS II ' i , i ;I 3 ' ' ' PAINT CONTROL - PANEL ---- ' -,-ti-- i I '----- ( L ) 3 __ _ - -; - i ; DDC CONTROL PANEL - in TO REMAIN IN OPERATION I 1 ■ LIGH TING CONTACTOR :;'- . #2 ONE 4#500 KCM I. THROUGHOUT CONSTRUCTION ! I ' 47 7., _j 1L-t _, - #12 — -1,- - • ■:, • . i [ :(NOTE 0) :.: PB24A-6 I ,,'PB24A-5 „ i 1 --- , !, BELL : ill,' , ' , I . ,-- EXISTING ELECTRICAL CONTROLS I . . ; _ k _ , ' :. 1 ' /— i. G.R.S. SLCuRt,ED M.NIM M ' " - - ----. , ■ L., , ._ : r 3 8c OF NY-0" ABOVE FINISHED FLOOR. DDC CONTROL FOR BAY 2 PAINT BOOTH TO ; I 'LOP \ # . 1, ----. 0 --) i, / PANEL SEE NOTE -I -"--- ---I, 4 -- / - - \ _BAY #1 . THROUGHOUT CONSTRUCTION I % 41 ' ',,, ': I' \,..,_,' --., : - ,•--- I i : . : ., t,, , ,- ■ i ■ ■ - ,' • ' .1j s-- -ii -- ----, • , 1 • • • --- - --t--- -- - ---,=, - --= ---- p B2A-4 „,---- - . • „ P B2A PB2 - IP . _ . - ,„ 1 / ■ , • - -- — 1 _i 44." - - ----.. ----------- - -- - --- E ' 1-, ,-----..., AM 1 . - - - -- - ,_ ' ' - ' ___ --, !___-__1_ ___F_ __[-h, r -:- . _ L■ -.,-,- __.; , n ....,... ..a ._,--., ' .__ ________i. _ . . , v... _____ ..- — C - - ----- - - -. _ > _ -- r ; -1---., i - =aill; 1 ; -...... ___ ______ ______ ._ — --- : / i SEE NOTE C) I ' GRS SECURED ; ) HIGH i , _ ` _ ______L___ , r , TEMPERATURE - - - - _ -. • - - ' - t , ilkNOTE Ci,) -- , ABOVE BOOTH — 1 SENSOR - .. iv, to I (TYP) I 2 [ , __ - - r" -_ ___ _ _ __ _ '1 _ ---,________ i i , 2 1 - I _ - -- - --_ __ ____ - _ . - ---.. _ ----__, , . L.-..------ _ ■ 0 [ [ [ _1 [ '11 ,-.-, I ,. . ---__ ; - I _ _ _.... [ _:, . 1 . ---- ( 8 ) ...,,._, H I li ... L___ . ,.__., ___ _____________r„ _____ , ....._.. , ; 9 ‘, ,- . . ,.1 t ..r.'":: , 3 . .. ,. , , ,-,- . _, . __,,,________ ,, ... , -1 -- -1 -- ,-- — .---, :' 4 . ) l I 5) ,.,.) f.,--7, ... . -.......- • — . ... ..— . — —..-- . ■—,... ‘,..,.. \..___, ,__./ ' '\-...,' ' , ..2-.- 1 •-, , 0 \I 'L) EXISTING PAINT BOOTH NEW PAINT 1 3°1 I BOOTH NOTES: TO REMAIN IN OPERATION 4 L__ REPLACE ALL EXISTING RECEPTACLES AND THROUGHOUT CONSTRUCTION. ,•,' ANNUNCIATOR AND TRANSMITTER PANEL '............./15110-'‘ DICCONNECT SWITCHES IN EXISTING LOCATIONS 0 FOR OVER TEMPERATURE ALARM. MOUNT 8015)‘/4G IN THIS AREA WITH NEW DEVICES RATED SWITCH OUTSIDE BOOTH, EXTEND BULB FIRST FLOOR POWER PLAN CLASS 1, DvisioN I, HAZARDOUS , crry AREA INTO BOOTH. SCALE: 3/32" = l'-O" 0. PENETRATE WALLS NEAR CEILING. PROVIDE JAN 3 0 1995 0, FIRE SEALS AROUND CONDUIT WITH MINIMUM PERMIT ,_z 6 PERMIT CENTER z CC 1 o 2 HOUR RATING_ ci 1 8 . ( us < w . ' r. L.., 0 R MOTOR TO EXISTING CKT o - ATI N 2 POLE, 20A, 277V, ELECTRICALLY HELD SET KE . . ,. 1 , UGHTING CONTACTOR, IN NEMA 1 ENCLOSURE, , z OW, Y PL A AN (7-1 < - CONTROLLED FROM DDC PANEL. 1 . - DESIGNED: (.,.= A , 1., cp,?,. el:METRO Municipality of Metropolitan Seattle . , l' 8 ' - --Y„ , ,,,,,,, db 1/30/ 94 =MIME / 1 k Berona/Langebartel, Inc. - ir. 0 , 0 7 . 4„,,-. TLS 1 4 . -.„ DR". CHECKED: SCALE: METRO MAINTENANCE CENTER C-. ... - I f - . §0 MIMI GLG UNIT REPAIR BLDG mu = 1 1 \ t.- Engineers , ,. 4 , JRS ' 4 - .' .,'Iti. k •." , RECOMMENDED:. AS NOTE PARTIAL FLOOR PLAN E-202 1 N DRAWING NO • ' ... S.'''''' APPROVED: ■■-, 4 ',', — Eastlake Avenue East Tel (206) 323-0400 CONTRACT NO: . :, 1 No. REVISION BY APP'D DATE '1:j v_ 1520 Seattle Washington 98102 Fax (206) 323-3184 ' I UP., ,thc 4 GLG " ''''' '' ' 1 CT- M119 -93 UNIT REPAIR BUILDING SHEET I'M: OF 25 341 • V V A B C D E F G H _ ............._____ . • y • • y •_ A A r ® G ® k ® �' - ROOF 1 _ ■ ILL — - - -- -- 5 . , 1 IFT_________=7i E r l= , CORRIDOR 119_ . ORR(DQE ta0 _ — — - n\ I • • STIBULE : r VES TIBUL : Y, ■ 1 I i f r I i R OOM 1 ' 143 OOM 14 144 ( OOM 144 1 - _ ._ , �"_ FF = - - Fl - -- - -F1- - -r , 71.- - - - -- _ ._ __._ - - r - el -F'f- rI 7 1 ill 1 1, r v (TYP) 'I 'f' / SEE NOTE O ' y �� / 1 p� /� � y� SEE NOTE D 1 %i UNISTRUT SUPPORT I ' i ! I ' ® DEMOLITION LK nNG PLAN - BAY 11 + 13 FULL HORIZONTAL LENGTH ©(TYP) i SCALE 1/16' = 1' -0' (TYP} i I BA CY 1 1 ii 4 12 I I I :I 4 4 / i ( rn PENDANT MOUNTED ' I I r I II � TYP ' C1D2 FLUORESCENT , / ° - �� Y , LUMINAIRE SEE ,, t___________________77,, DWG ,E -204 i 4- CORRIDOR! T ,.n o R 140 I J CORRIDOR --- _I. z ri u \ \i ---rt O ^ n .� 1 0 3 , cr 1 PIT I :A" 1S1I6ULE • =Y: VESTIBULED '"""• ROOM 1 143 '00M 14 144 , 'OOM 144 .i —1 I 1 I � - SECTION AVN A -A - BAY - 1 ,_ fit . - n - - -- , � `fi , . r4 - - �a -- - - -- - - -- - -- -- LE f = 1 0 I . . SCALE: 1 S' - '- T ��11 3 / NEW PAINT BOOTH 3 i SEE NOTE (1,2) SEE NOTE Oz O NEW LK -fCNNG PLAN - BAY 11 + 13 LUMINAIRE SCHEDULE NOTES: 2 SCALE: 1/16 = 1 -0" SYMBOLS DESCRIPTION 0 REMOVE AND DISPOSE OFF SITE ALL EXISTING A LDPI MODEL 390260 4', 4 TUBE FLUORESCENT AND H.I.D. LUMINAIRES, CONDUIT, O FLUORESCENT, C1D2, FRONT ACCESS CONDUCTORS AND WALL SWITCHES IN THIS BAY. r.1 WITH INTERNAL MICROSWITCH INTERLOCK. �", TEMPERED SAFETY GLASS. 40W LAMPS, ® ALL LIGHTING FIXTURES FOR BAY #3 SHALLBE HIGH POWER FACTOR, HIGH EFFICIENCY PROVIDED BY MODULAR PAINT BOOTH MANUFACTURER. I BALLAST. 277V DESIGNED FOP. PAINT LUMINAIRES SHALL BE WIRED BY CONTRACTOR ACCORDING TO PAINT BOOTH MANUFACTURER STANDARDS AND L.L 1 . �j BOOTH APPLICATION. SEE NOTE 3 • © LDPI MODEL 390240 4', 4 TUBE THE CONTRACT DOCUMENTS. I!_ O FLUORESCENT, C1D2, FRONT ACCESS WITH INTERNAL MICROSWITCH INTERLOCK 3 RELOCATE EXISTING LUMINAIRES AS SHOWN. • 2 - TEMPERED SAFETY GLASS. 40W LAMPS,* O USE NEW CONDUIT, WIRE AND CONDUITS SEAL 2 ... 1 I . , HIGH POWER FACTOR, HIGH EFFICIENCY TO RECONNECT TO EXISTING LIGHTING CIRCUIT. 1 � m� -1= BALLASTS. DUAL BALLASTS WIRED FOR PROVIDE NEW 3 WAY SWITCHES AS SHOWN. U_ . , VIM LEVEL CONTROL. 277V. - �.- =ME _ © L 382483 H �,� CWP- 463F40 -1, 4', 2 T UBE GUT FLUORESCEN T, �V Ot 1U D r ar----71 C1D2, DPI TEMPERED SAFETY GAASS, 40W LAMPS,* tk?? E VES I HIGH POWER FACTOR, HIGH EFFICIENCY 21 V L J I H I I BALLASTS. 277V. 4 E$ � i. * LAMP SPEC. TO FOLLOW. aV` 1"C , I IVED I $ JAN 3 0 1995 .. _- -.- _ -.- -�. I t—I _ [-:,---' - PERMIT CENTER �� 4P . o ,�-n � , SET I = PARTIAL PLAN FOR NEW UGHTING AND VESTIBULE 1145 ° F 0 SCALE: 1/a' = 1' -0' KEY PLAN - ` Z - DESIGNED: LUTE: ® „ Municipality o Metropolitan Seattle i I . © s., %�' ■ ® P y 01 /30/95 I' Berona / Inc ' s DRAWN CHECKED: SCALE FILE NO: METRO MAINTENANCE CENTER 111.11 ��...�■ ■14i • Engineers . ♦ , � JRS GLG UNIT REPAIR CENTER vvnsuf t Ea o i ieerS �, � � , 1520 Eastlake Avenue East Tel (206) 323 -0400 CONTRACT No: ey � �' 2V�J '�' RECOMMENDED: AS NOTED o RewING N0: i F � k �� r l° Y BAY 1 AND BAY #3 E -203 q No. REVISION BY APP'D DATE Seattle Washington 98102 Fax 1206) 323 -3184 a„ ,,,,, GLG APPROVED: CT- M119 -93 PLANS SHEET NO: 2 � OF 34 V V V r A B C D E. F G - H.. A ♦ B • C A D .. • E A F G Ft \. _ G) I 5 - I I I I 5 - - - - _ -- - 1 " — - - - _. .. ''.7:::: . _- - - _ . �- — - �� r-- -_ _ - — -- — __ -- - -_-_ - -- l dil - - — - e -I r lm 1 1 _ -T� i I I 11/2" UNISTRUT \ j E I TO SNATCH IN HA # H — ( ) — - # 1 ---- ' I ON EAST ma I 3'4 2 12 & 8 14 TYP 11/i ", 46 ' 4 & 6 SPARES TO LFIP NOTE 2 PB2 25 NOTE 1 (SEE DWGIE 202) ()� PAINT B OOTH OUTLINE � NOTE 4 (TYP1, r - _r ( ;_ 1111 ® L MI ® ' (1w PB2 27 ' I a a a I a a G a a (, 41 , i- - X b b b b b i'. NOTE 3` III j �) >_ o'er O �' (I P? o b b b' b b b b b j II, j +48$ I: I i i L I r +48 O 1111 ® I. ;:' tt I 1!![ I,I r c.d c,d c,d c,d a c,d b c,d I•. 4 1 i LEI_ I r j sxsxa J BOX (TYP) 1 — 4 $D+b$c$d I 4 i I � : r BAY #1 —WEST ELEVATION PREP AREA LIGHTING BAY #3 —WEST ELEVATION PAINT PROCESS LIGHTING ` __) Scale: 1/8" =1' -0" Scale: 1/8" =1' —d 3 3 III N ^ ' _ — 1�" PB2 29, 31 VIA LIGHTING NOTE 1 FB .: (T P Yz UNISTRUT - t - - - - - - -- - • 3/4"2#12 NOTE YP) ' - - - --- � ------ #14 (TYP) 46 #14 & 6 SPARES TOLFIP CONTRACTOR LC1 (SEE DWG E 202) j (SEE DWG E -202) (TYP) �� PAINT BOOTH OUTLINE f__. 0 T, 0 ® —, El k- OM ® NI — � PB- %7a (TYP) Q a o a a a a a } b b b I b b ' b ' O 'TYPE C © ® —i 0 NOTE 3 o (TYP) I b b b b b b b b 2 t � i r — � � p — I O$ :: 4a ® ® � +481. 2 . of c d �I c,d c,d c,d c,d c,d (TYP) c c c c C c c It ,i ai I �, H E I I. X 6x6x4 J BOX (TYP) IFC It c t 1. NO WALL FOR SEISMIC BRACING. - L111 of tt' k E a $dt . A C d $44, I IN LOCATED HALL APPRO tN HALL 2. AT EACH UNISTRUT HANGAR, TIE BACK ' I ! ' i E EB 2 ' ' 6 TO WALL WITH LIKE SECTION OF UNISTRUT i ' ■ I i I ,„ 4 FOR SEISMIC BRACING. N{S:O r301.00-' 3. THIS ROW MOUNTED IN ANGLED SECTION — — - BETWEEN WALL AND CEILING. i R CITY OF TUKWILA ■ 4. LIGHTING FIXTURES PROVIDED BY PAINT JAN 3 0 1995 w v.,,,q 5 ....a.._ - .AV BOOTH MANUFACTURER, HARED BY z t CONTRACTOR. - F PERMIT CENTER 0 U' Z � 1 W N W BAY #1 —EAST ELEVATION PREP AREA LIGHTING BAY #3 —EAST ELEVATION PAINT PROCESS LIGHTING K Scale: 1/8" =1' -0" Scale: 1/8" =1' -0" "A„ ,�„ LL i Q KEY PLAN < = Engineers DESIGNED: I DATE: ( M unicipality of Metropolitan Seattle I A � � F w� D e T ® 01/30/95 I 'j` Berona /Langebartel C ® Inc. I" , DRAWN: : CHECHECKED: sca1F METRO MAINTENANCE CENTER FlLE N°: t131l�$�C1 Engineers { i r , r 3 R EC O : UNIT REPAIR CENTER /I �� Consulting � �J' 1�.. RECOMMENDED: : 1/8" 1 —O" DRAWING N0: 1 °Fxs L H BUILDING SECTIONS 1520 Eastlake Avenue East Tel (206) 323 -0400 -204 �-e„, No. REVISION BY APP'D DATE Seattle Wa shington 98102 Fax (206) 323 -3184 APPROVED: CONTRACT No: E 5ou , , .. Rniii S I GLG CT— M119 -93 PAINT PREPARATION SHEET NO: 7 • ® A B C ® D - ® ® . . E . F C.. H u A A • • • A A H ... ' . .,. 5 5 A ■ 1 4 - -- .,-- ",, r ,---. IT:\ r f ' C`) , ' . - s } I) T A ' ■ T I i — 7V2HP 15HP , 3HP1 , I 3 F72 F-51 1HP 1 ,, 7Y2HP 1HP 0 1HP * 15HP , I HV-4 i I ■ SEE NOTE OC) , SEE NOTE 0 ' ,• , -- --,--= - - - - --- - - -- - - - - --- - - - — -,-- - -= --= ---- - --f - : _--,,, I , NOTES: 4 0 DEMOLMON PLAN — HVAC ELECTRICAL CONNECTIONS 0 DISCONNECT CONDUCTORS, CONDUIT AND SAFETY SWITCH FROM FAN UNIT SEE ■ SCALE 1/16- =1.-0• NEW CONNECTION PLAN FOR NEW EQUIPMENT. 7 111- - ® EXISTING FANS TO REMAIN IN SERVICE --, ,--,, • (-, -, -- --L ,` i 7, \ THROUGHOUT CONSTRUCTION ) ' ' , ' ) ( i ' ' , , - , _, _ - ' ---- „/ , ; I ® REUSE EXISTING STARTER AND RACEWAY. 2 SEE NOTEC) ' I } , 1 1 , 3/4''C,3#121+ 1#12 GND. PROVIDE NEW WIRE, DISCONNECT AND FLEX -- F-77 4 PB2A-2 I p 2- 1 F-78 ' ■ 7.-PB2A 4 ,9 1r : - -1 I - 1"C,3#6 1 + 1 #8 GND I 1 4 I 1 1 /2HP I P,22, , 1/2 C N??11 - 308 _1 SIZE 1 WP ., Y4HP ' WP i PB2A 10 12 1 ,PB2-8 1 , B2-20 24 ---. tES Z 1 1133 ,3#3 + 1#6 GND 13,15,17 -,',.'''''-' , SIZE 4■' 30A P 2A-1 G'i 4 F-72 11 100A CO-I HV-5 15HP WP4 6 I : 5 10HP WP HV-3 GFI r. , , DWF t i r , ov ). CFI 2 I ,, 200A F-5 , 6 Flp , ' I 4 F-2 • HIP V-4 (,, IHV-23 HV-7 wp , I 7 1/2HP _ _PB2A 30H2,) 15HP 1 , 60HP GFI' _ I RECEIVED 1 F TUKWILA 1 i 1 1/2"C3#3+ i# GND. , CITY O 0 0 ERMIT CENTER .... g J A - - - - - - - . 1------7 N t.4:1: 0 1: 1 11 9 :1 9 11/4.14°E‘u1T6C1 z x x o , NEW HYAC ELECTRICAL CONNECTION PLAN PERMIT P _ ® SCALE: 1/16- = 1.—o- . '4. W g mg SET 015 .i....c IPMENIIMIANI a ! PLAN PLAN „ DESIGNED: IF , , ' ' TLS `P, ;41MIETRO Municipality of Metropolitan Seattle 1/30/95 ' = - IMMO /I Berona/Langebartel, Inc. ,i, it 4 4/ -_,” DRAWN: CHECKED SCALE METRO MAINTENANCE CENTER ntE "°' 1.111 j il, , Consuiting Engineers 1.1" --e ir„ ' , • JRS GLG .r.,..• : / 16Tte 1,7 r RECOMMENDED 1 / 1 6 = 1 —0 UNIT REPAIR BUILDING H-r „..,, =-- 1520 Eastlake Avenue East Tel 1206) 323-0400 4, :s.ro t „ u 1 CONTRACT NO VAC E_ 65 , '—"'' NO REVISION BY APP'D DATE 7 Seattle Washington 98102 Fax (206) 323-3184 . APPR OVED CT-M119-93 POWER PLAN s. - -T,- 28 ,, 34i V V V V V V A B C D E F N , o . c • p , . - E A F • ® '... H i 10) 9. 8 7 fi 5 \ 4 J ' 2 ' 4 ,, I �I �, 5 r- _ I f _ _. _ - ". / III �, •_ I III ,j k__ .1 ' l i 4 r i _ . _ i y II I: j i - I 1, A i i ; i i I- 4 E it - 1 ' tit Ili UNIT REPAIR I,! BLDG BAY 2 & BAY 3 OVERTEMP - 1O 5 " ALARM PANEL ; 4" BELL ' I: UNIT REPAIR PAINT BOOTH ALARM PANEL / 3 ,' 3 II i PI i I l l I:' III 4 ' i II' • IIi i1 I 9h\ III : ■ avl kw. l tt 2 Ili , ; W.?? III w'' 2 j; FE ® , I ; I nN4 ::: I; 1 1 ECED If! I OF KWILA <"GRS. 612 1� 1995 III j I PERMIT CENTER \NH w Ci ! 1 PERM _Z a z U • EXISTING w N w 61154..0()3 BURIED o rn � EF RIALOOR PLAN N \ < 1 DESIGNED ; 6 1 E��� ;g3.'" M C T R 0 Municipality of Metropolitan Seattle R® ^� y l� /� Q ® F" J , `v TLS G n 9 p 1 /30/95 F+ T u /fl! A Bero1 Call Le i 1 ebart l :Inc. �:` (� •RAWN: CHECKED: SCALE FlLE NO: I, ! METRO MAINTENANCE CENTER 7, I . ,1RS , cl c t1NIT REPAIR BUILDING ill \\ Consul #ing Engineers R ECOMMENDED = I -I DRAWING NO:. `1'`' _ 'M / $ ' PRTL G ROUND FLOOR FLAN ��,. ,nFY� . .E - 20 6 . 5,v — 1520 Eastlake Avenue East Tel (206) 323 -0400 coNTRACr NO: SSO�ji e ` /� /-+ R EVISION BY APP•D DATE - Sea ttle Washington 98102 Fax (206) 323 -3184 �� CT- M119 -93 MAINTENANCE BUILDING 29 - 341 ( No. S HEET N0: OF , ♦ ' A G ' D 'V ...E F. G: • H _ , „ _ .... ,, - e r G H - . . , - - •- I ' • • •—,----- . • A A A , - - - TO PB2A-5• - , , • • . . ._ . . - . • ., .. • .. MICROSW1TCH . . -" 31"2” (4) 500KCM & #2 GND 1---- SYSTEM ON ---- FLUORE IN ' - - i - -.-. NE ,., ., NEMA , BELL - . - .0 -. • . 5 MAX LENGTH ALAR. ErlBELL (FTypixTu) RE 10 SE . 0 ' , , ••••., ,,,•.'',...,'''.' 20 KVA DRY TYPE TRANSFORMER PANEL I i I I ,..,.. I '1 , - .-- . - ."..".' , 480 IN CEO r FU : .: 70) 44", 3 MLO. RESET BAY #2 ALAR 1 M COVER IS 1 O.\ —NEMA I ENC. '..‘-' 0 ° ()" ry 52 . cv - TYPICAL JUMPER I - e 1 - : 0 . #14 WIRE (TOP) ----.' D"' ...--------- .., , I 30 1 II. E03 • r+-* . - 0.• .- 11/4", 4#4 & \ CR4 D _ - - #8 GND # 1 If ., BAY #3 ALARM D --- - PANEL PB2A _tL 00N I RESET 0 • -i- ,, •,": 208/120V-30-4W I . . 0 8 , . .-,.... , , 4 —SEE NOTE C;I I F CR4 • - - --4" 10ILTIGliT . . . . . PARE . ____I , KEY SW ITC119 — — • ... AILL_ DISABLE • • GREEN PILOT • • . LIGHT IN COVER -.: • . , !L1T'ZsB-rIE" • 0 • • . - ---- NOTES: PANEL PB2 EXISTING PANEL "PDB" MMNT BLDG 480/277V IN ELECTRICAL ROOM a INSTALL MOLDED CASE CIRCUIT 480/277V-30-4W To PNL 10A SPARES _ _, BREAKER IN EXISTING SPACE #16 1200A BUS P82A 3:1 CA1-3 OVERTEMP INTERLOCK MIN IN TERUP TING CAPACITY 25,000A SYM CKT3 _ I • 1 ..1 H ...r___)...________._ .,_01:7Dc CKT TO ------ c-7-7p CR - • - ' . —1 CR2-3 PANEL DDC PANEL ONE LINE DIAGRAM OPEN ON BAY #2 . WO II. 11 I I CR1-2 0 ALARm NS Thi ' . ' - - RISE AN OUTPUT FROM THE DDC PANEL ..," ' -• ' '••••,' NOT TO SCALE /.....L_. . ail 6" CONTROLS PAINTING AIR SOL. VALVE. - 3 . . .. BAY #2 I • ' ___,W USED) 1 II MIp BELL, 3 M MIIIP OPEN ON P I CR2-1 BAY #3 . RISE CR2-2 ALARM TEMP SW :5 - LIGHT FIXTURE INTERLOCK PANEL (LFIP) . - ..--• BAY #3 --- I NOT TO SCALE (EAST) OPEN ON NEMA 1 PANEL IN OILTIGHT TRANSFORMER , . RISE UNIT REPAIR BLDG TYPE PILOT LIGHT (rip) REMOTE SENSOR BULB TEMP TH 1 1 0 TERMINAL CONNECTION. , LOCATED INSIDE BOO Sw 1 a WIRE CONNECTION (TYP) BAY #3 . ..., (WEST) „itillYak - • 2 , .. .-- c • OVERTEMPERATURE ALARM CIRCUIT k?Pik° : 1 ` - ' '' 2 NOT TO SCALE • VEB 21 Imo .... .. ___ JAN 3 0 1995 PERMIT CENTER . , • . . . , , Z , , 0 . — W33 111 Z - Z - - PERMIT ... . u, .. . ..,..,„.„. . t9.....0).3.--2, ._ ... . ..,:. . ,.. ,_.. _. ,,..: <_,. • . , . . „ . .. DESIGNED: ENDED AS NOTED CONTROLS eS A - L. Gp Municipality of Metropolitan Seattle 1/30/95' ,,', •,, ' ,'. , V . 4k' ' -' ''''' .6 '''''..' 114'c'i ” TI: SwN. CHECKED- SCALE: METRO MAINTENANCE CENTER " ' V w AS n6 1M E 0 . ._ ...,.„, . A il Berona/Langebartel, Inc. . Jr 10 4 , . - II \ \ Ce)nsul Engineers : - - gi,V„ : ' J GLG UNIT REPAIR BUILDING . : - ' • ' 1` . REcoicA: D IAG, RAYS . DRA ".EI G 0 i'.....:, (- ......,,,,, I GLG : '441:, ,:;.10 : CONTRACT NO , a.i - 8 ---,--- 152 0 Eastlake Avenue East Tel (2 061 323 • AL ' ,.. , Pi No. REVISION BY APPD DATE =' Seattle Washington 98102 Fax APPROVED CT-M1 ax (206) 323-3184 - - , CT-M119-93 AND DETAILS ,-: ',., ' . . sHaTr'3' 6 :41 _ v . _ . V ® . _,, ,__ , - , . -„,-, A B C D E . F . ' .- - - `, - - . '; - • ' A - B • C • D • E A ` F ` G PANELBOARD "PB2 _ . ', 180 KVA AMP BUS SURFACE MOUNTING 216 AMPS 277/480V, 30, 4W -= 22,000 AIC MAIN LUGS ONLY 5 LOAD VA. SERIES CB CKT A C CKT CB SERIES LOAD VA. 5: -_- SPACE 20/3 1 2 - -- SPACE - -- --- -I 40/3 7 _ 8 90/3 HV -23 - BAY #3 CURE 30,000 • I - -- - -- 9 = 10 - -- & VENT FAN - -- �_ 480V 1 1 = , 12 - -- (2) 15HP ® — — M? In 60,000 HV -7 - BAY #3 PROCESS FAN 150/3 13 = 14 15/3 F -78- EQUIPMENT PIT 1,500 CPT - -- — -- - — T 5A 120V Ts - -- - -- - -- - 60 HP 15 16 EXHAUST FAN 1� /z HP j y OLS ( 17 = 18 PAC F '0--- / - OUTPUT U_ S / F -5 - BAY #3 PROCESS ( PANEL I ' - - SPACE 19 20 125 3 MI -- - 21 22 - -- 60HP 60,000 SEE NOTE 0 23 24 T 4 AUTO 810 BAY #1 UPPER LIGHTING 20/1 25 = 26 60/3 SPACE - 1 • - • OFF 3400 BAY 1 WALL LIGHTS 1 27 28 4 20 ( p MANUAL # / 3726 BAY #3 PROCESS LTG 20/1 29 = 30 - -- M2 AUX j 3726 BAY #3 PROCESS LTG 20/1 31 - 32 20/1 I I SPACE 20/1 33 = 34 20/1 I TO DDC PANEL 20/1 35 = 36 20/1 1 37 = 38 20/3 PANEL PB2A FEEDER ® ` Ml AUX FAN 39 = 40 - -- 20,000 ! E 1 H - 41 I = 42 - -- L_ ON _ J p� �-� COMMINA9RM O STA2TFIL CONTROL ROL DIAGRAM PANELBOARD "PB2A" FAN F -2, F -5 AND F -78 1700 VA SURFACE MOUNTING 3 NOT TO SCALE 5.0 AMPS 208/120V, 30,4W Io,000Alc 70 AMP MAIN BREAKER 3 LOAD VA. SERIES CB CKT P A H ' E ', sE , CKT CB SERIES LOAD VA. — 540 RECEPTACLES - ROOF 20/1 1 = 2 20/1 F -77 BAY #1 EQUIP. PIT EXH. 4 FAN 670 I NOTE 1 100 PAINT BOOTH OVER TEMP ALARM 20/1 3 = 4 20/1 DDC CONTROL PANEL BAY 1 200 Og 50 LFIP 20/1 5 = 6 20/1 DDC CONTROL PANEL BAY 2 200 } L ___ _! L SPACE 20/1 7 = 8 20/1 SPACE ® I 20/1 9 = 10 20/1 20/1 11 - 12 20/1 IM? _ 20/1 13 = 14 20/1 I M 20/1 15 = 16 20/1 w , ,. .-OL S DDC 20/1 17 = 18 20/1 PANEL I 20/1 19 = 20 20/1 OL , i' OUTPUT ! M1 j —• 20/1 21 22 20/1 2 1 II I L , F 20/1 23 = 124 20/1 • 2 6 I b AUTO NOTES: ,011QR P j MANUAL 1. LABEL "ALARM CIRCUIT-DON'T TURN OFF �e 1 M2 AUX w CQ1N$10Pt N 8V 1 RECEIVED CITY OF TUKWILA TO DDC PANEL JAN 3 0 1995 ■ M1 AUX FAN PERMIT .CENTER L 0 I ' i of CON DIAGRAM CON3tNlaTtoe! STA¢T - re PERMIT = Zo FAN F -77 z a W NOT TO SCALE a iii SET J U ,A DESIGNED: DATE; - Municipality o Metropolitan Seattle X1 9 y ® ® ■! T A® Mii n r 1/30/95' ' , TLS � - r , /I \ Berona/Langebartel, I nc . / ' 1. DRAWN CHECKED: SC ALE "X NO: L, z� 7 fr METRO MAINTENANCE CENTER -, u i , P -., JRS GLG UNIT REPAIR BUILDING Consulting En ineers 0 . L J /I ' �''J ` �? :sr ztt RECOMMENDED: AS NOTED DRAWING ND: <a l 1520 Eastlake Avenue East Tel (206) 323 - 0400 �� '' - ,-N : PANEL E - 208 o s„otiAL, ` , • CONTRACT NO L T NO: OF �J r; °:1- I Na . REVISION BY APP'D DATE Seattle Washington 98102 Fax (206) 323 - 3184 APPROVED. CT— M119 -93 SCHEDULES SHE ,: - ! EXPIRES : ii /vgS I GLG - 31 -'34 A B Y C v D . ' E F '