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Permit B93-0323 - COST PLUS - TENANT IMPROVEMENT
A as } CST PLtA5 F2cilm-c)4•3 CERTIFICATE OF OCCUPANCY CITY. OF TUKWILA 6300 SOUTHCENTER,,QQULEVARD, SUITE 100 TUJ WIL=AVWASH:INGTP $ 9 ;8.1J38 THIS CERTIFICATEED F'li . ;. UNIFORM BUILDING 00E ,EF''TIF WAS BUILDING/400E IN COMPL�IAN±GE�,!NI {H tHE��' UAN''1, 1f7 THEE REOUIREM dN r OF SE4'Es; 'N,, 307 OF THE YiNC THAT, `Afi THEE rT ME OF , SUANC JIS ' STRUCTURE r AR�TOUS ORDINANCES OF°THE CIPTY (E�GULA1tING BUILDING CONSTRUCTION 0 �.iSE•,AIN,D ALL APPLICABIF1 Cst1TY FIRE CdbES. 091 HE,'41 �+,OLL0WING: Art 7 'ry 1t :S�Q0ST PLUS `'`_;, Building Ad4i ess3: ,,,.1 :?.680' SOU FJ1 INTER Pa,osi1 f pbtvner:. PACIFI CAVORThI.: EG 4 Permit No: B93\0s Suit & Nd''t`i±., T (GF9UF"'Ql` ;c �e ()coupe prpu 0, -2FtiE' Occupant„ Lo.a•da; 445' Type of Xonst: g I X -IN s 41m v, 16 STEEL STUDS . P 4,, ,ED ON THE PREMISES City o TYl%CWiIib (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: 893 -0323 Type: B -BUILD Category: ACOM Address: 17680 SOUTHCENTER PY Location: Parcel #: 352304 -9005 Zoning: Type Const: III -N Gas /Elec: Wetlands: Water: TUKWILA Contractor License No.: JMRAFC *221J0 TENANT COST PLUS 17680 SOUTHCENTER PY , TUKWILA W ;':98188 OWNER PACIFIC NORTHWEST 'GROUF`A 5601 6TH AVE'S, SEATTLE. WA 98108 CONTRACTOR THE RAFN „COMPANY Phone: 206 828 -0800 P.O. BOX 4229, BELLEVU,E, WA :.980009 CONTACT ERIC GLAD' = Phone 206 828 -0800 4010LK= "`WA BLVD NE SUITE 301,' KIRKLAND WA 98033 Status: ISSUED Issued: 09/17/1993 Expires: 03/16 /1994 Type of Occupancy: STORE Slopes: N Sewer: TUKWILA • * * * * * *k * ** * ** *''K * *. * *. ** ****..* :. * * * * * * *' *`** ** *•k * * * * * ** k * * **•k *` *k* *k * *.*'ik * * * * ** * * * ** Permit Descl^i;ption: INTERIOR STEEL STUDS, DRYWALL, PAINTING, ENTRANCE Units: 0, • Buildings 001 Fire Prd,tection, SPI INKLERED UBC Edition : 19.91 * *k *. * **; ;* *•k. * *.* * * * *k; *. . * *`* z a SETBACKS • Back: Right: Valuation: 120,000:00 Total Permit Fee. 1'175'18 * * * *: *. * * ** * !r:k:k... * * **** * * * * * * * * ** k•k**:X * *** * * * * ** Permit Center qu hdO zed Signature I hereby `certify :.that': I have read and,' exami ned ,this:' permit an,d krjow the same to be r tue ` and correct. All pro )i s i ons of 1`aw and ordinances` governing 0:): i's work' will;;be complied'With;.:whethe.r sp`ecified he're`in or not. 3 The granting'r� thisrmit does not presume tor`g'ive aUthori.;t•y; to violate r .:. or cancel the'�pr~;i7,vis`ions of any o.t.her ;s.tate or' local laws regulating construction or�'';th'j performance of work. ` I am authoi-i , jn ,11 obtain this bu Thi:=, permit sh,a l 1 buuumu rtu l,l,„a.hd., void if Lhe work is not commenced within 180 duy,..; from, date ut issuance, or if the work is suspended or abandoriid fur a period of 180 days from the last inspection. CITY OF TUKWIL' Department of Community Development — Permit Cent YI 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER PROJECT NAME SITE ADDRESS C. oSk P u5 1a%0 Sou+ -er SUITE NO. INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. PARTMPN.' BUILDING - li -c3 initial review PPROV.ED 2 ce CONSULTANT: FIRE ROUTED Date Sent Date Approved VI 91? INIT: FIRE PROTECTION: r< Sprinklers FIRE DEPT. LETTER DATED: grz 7(j N/A INSPECTOR: c�3-a- PLANNING 8 Z ZONING: INIT: REFERENCE FILE BAR/LAND USE CONDITIONS? Yes NOS.:6) (e.j, Ps,,-►$ rL D MINIMUM SETBACKS: N- s- E- O PUBLIC WORKS grzo /9.3 INIT: UTILITY PERMITS REQUIRED? O Yes 1<.'N PUBLIC WORKS LETTER DATED: O OTHER INIT: G' 70 INIT:-'��aV'w, /7f INIT: BUILDING - final review *BUILDING OFFICIAL TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? • Yes Q No UBC EDITION (year): REVIEW COMPLETED AMOUNT OWING: —1111.00 CONTACTED l �1 Qa DATE NOTIFIED C -1— 9j 3 '{ B.) 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: (init.) 01108/09 CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 pq • D 0 BUILDIk PERMIT APPLICATION :DESCRIP:TION:: BUILDING PERMIT FEE PLAN CHECK BUILDING SURCHARGE: OTHER: TOTAL :' : AMOUNT:: :RCPT:-:# SITE ADDRESS SUITE # I/ (S 0 5GU7-H CF'iV7FA ('Aktr1 -) AV VALUE OF CONSTRUCTION - $ 2 0loOG ASSESSOR ACCOUNT # (commercial) L) Demolition (building) 0 Other PROJECT NAME/TENANT (-O S7' PLC TYPE OF 0 New Building D Addition U'Tenant improvement WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) DESCRIBE WORK TO BE DONE: ti P(u6,0, �) �� �0ucP r f,P (- t O t- s s. -f-9.- ( 5 -f ud r r Ch tp)(14t L (� t, i vt -fir U i F(Q r,1 ti ;N G/ BUILDING USE (office, warehouse, etc.) RQ-/of / NATURE OF BUSINESS: 1. f e I 1 WILL THERE BE A CHANGE IN USE? `W No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: Tenant Space: / 6 8 G O Area of Construction: S A WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? P No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER 7 va v.,, vu -8 /1 r �G t0 (--,3 PHONE -' Z -. -� co ZIP ADDRESS CONTRACTOR 7-t L, (:L ca PHONE s z 6-_ O Foo, ADDRESS LI G f © Lit. ( l . I'3 / l/c� ) it= S 3 a / in fi (c (a uei ' g 0 3 3 EXP. DATE ZIP WA. ST, CONTRACTOR'S LICENSE # ARCHITECT C i r \s' Tai p ty l: P l� f, �t �, -p , , Q PHONE 5-,/ . _ 4/ 6 `7 0 ZIP9�. _�_ ADDRESS I ■ 0 ,. . S ct C)G i . r G • A 1:MEREBY :;CERTIFY ;THAT 1 MAVE R„ AD AND: EXAMINED THIS APPLICATION AND ..KN BE >TRUE`:AND :':CORRECTAND I AM AUTH.ORIZED TOAPPLY FOR THIS:: PERMIT,..' BUILDING OWNER OR AUTHORIZED AGENT SIGNATURE DATE PHON PRINT NAME Epk c. (A i) ADDRESS LIG is /k LtJA rr vi » s 3c3 / CITYfZlPie. (e. cg0 CONTACT PERSON c 6 z `1) PHONE 2/ 0 G 0 APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current tee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. E SAME,; DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES SUBMITTAL CHECKLIST COMMERCIAL NEW COMMERCIAL i---1:Corniileteiibuilciing permit application (One for'each',Striioture ) 's Assessor AoCount.Nuniber.::, Two sets (2) of the Spociticntions enginoer Soils repori stamped • by :it Washington :Stgite.: . . ' I I .Energy calculations: stampod by a ...„ Washington State l;censed ..„,..„:„, T„Legal description ...... '' • .... . • : :::•„' •; Working drawings ',•••.starriped by a Washington ptote• iiconsed Architecturai drawings : • • . . v.• . . Structurat drawings . ••••••?.." . . . Mechanical drawings Elevations Landscapo .......................... . ......„ ....... ..„ . ......... ............... plan ......... . ...• ..... ....... . ........ ................ .................. ....... ........ ......... ................... Completed utjlity:perMit,appliCatiok".(Oria'„for•sintire'prOjeOt) .".:.!;,"::•.'":: [ 1 Six (6) sets of civit drawings • NOTE.; :Bea; • submittal .reqUireri7ents.; . . •••• . : . • . . • . . . . . : . Corapleted.bullcPrig:perniliappliOsitiOnlOnelfer.eri • • : ••••• • • • ....,.....•„:„..„.„, ••• ••••• ,"• .*. • . : ... '• Sito pan Existing and Landscapa plan (11 proposed Tenant iocabon Use o (cornmon wall) . . . Of.:btilldingor,SOUtire'fOOstaga..::, •• •••• ••••••„•"• • .•••••• .............. •.... ......... Tenant spaco pian with use 01 each room iabeiied Exit doors egress pattorns ............................................................................................................................... Croas:tectiorislahoWlng:„wall•constructlon•an method . , o .:„.,....,.....,..::,:. " •. • ••..•••••-• .:...........:......,......,..,...:...:,..:...• . :,..: ..'...::'.1.::'iittachitlent‘fO..°F,flOC.if:an-Oiling,:::::::.,.......:i...::::.,•,....:.:i SeOH.:ii',::'••••::.:::„....:.', ........ ,',...0...//aiitiPii*ri:P!!!7..............:•.:-.. : • .. . ••••-: : .....'": iftiti4,cioc:'1,9:,.f9:4?..:.......„..:„:•..:...,,:::::::.:.....,,,:::::.:.:::::',,,.,:ta.::::>::.:H.•... NOTBf:11PAY:..... .e..........„.......„........:.•:::::,„......,..„.....„..,.... ........,......‘. ,. .. . . :.....,..eSntr6flOntue9ralroaixlO..::!04':...tl;91,1ti're:.400 !.■7113800r.:!?)19..it.:;::.!/IVzo„ishsi..,.;t;t11.. itiln•-,S::;eiit:7..ylice6n...r..t.:..i,,,:‘.1.i:;:,.i.,...,.:....;:;.,...,..,,...:.... . . . • . • . ..„-.........-•,_..........,...ii.,,.:,::;:.::,.....,..•...,:.::„..,.......::::...::......:::::::::-':i... .1311%?ur:.:i:::','..'::.....:::::',.;:!::*::':::::•:.::•:.:....:••••.:.....; .. ,.. . .'it'liCatIOn:.(one:.fcireaOhTStiiCtitre. .:•C:::-°•:n1:••.•1?.:1":6:::1•.e.'d•••:•'b::u''.1*:1"cfi::::n....:•!•'•'11•••.t)::7-11:::::-::::::::'7:::P::•:°:..:::::.:',..•:„.::::.:::::..".'••::.:•••••:•:•„:„::::.•••••••,:••••'-"•••• •••••:",•••••:•"••••••••••::•'..,,•:•••• .„,;.. :..• •: I I Completed Li Assessor Account Nu • .. • :. . f fhe pormit . . ..„ • •::: .• .... • ....... .. ...... ....... .......... „ „ „....... . • Two.(2) Seta of'plans':Which:-IticlUde:::::::::::: . ,:::::::::::::„:".,:..1....:.:::•.:,::::::1:•::„::',::':••::::::•,'„:::::::::::::::".i..„:::::...:„., . • •• .. .. ' • ' .. .. .' " ''' '' ' • ••.' •.'"••••:' .': ANTENNAIS . • ... ....: .....„. ... . ......;:;;;.....„.....;:„....i..,....;;;:;:.;:,.; .,...,...;;........,..;... .„ .„ .. ; ,..;,..,•„;,......„..::::::•• .-:•••.:..::. . :. . :. . :.:: . .:,......... . . . ....:...;:...;...„....::::::::::::::::::::-.: „...: ,...•:::••••••••••••;;;;:::: ••••••••:-. ••• • .; .; ;;;.. . . ri. Building' floor;plaa.showing',...:,,...,:•• ••••-•.::•:::.„:::".„...„.„..,!:.;....„....,,,......„:„.,...:,:..,.....,:...,,, ,....,:....:,........,••••••••••••:,. . ' . . • .. . :. - ...• . .:•:....:,.. : ' ,.::.• - ::,:, .:.. . ..... ,...„,. „.,........,..,...,. .,.,..::,....... • [--- Completed bulidinill.pertnir.appileelon. .......................................................... • • . :. • ; • Entire space.where racks w.111.,,,... .. .... ..... . ‘. . .... . .,‘... .• •••• • ..--....::::....:.:::....:. -.•••:....,. - •:.,..• ....:.::::::.:....,....:•.; ,.....,,,..,..: ..,....:.....,:..„.„.,,,.„....,,, -- .Asdosot:AcCoUntNumber.:i:.:::::.•:;•:.:ii:i'•::::::;:,•-•„,::",::•:,•,„••...•:..,•:•••••::•::.••:...,„•.::::. .."••:::•.:7rwe(2)Setaetplans,:wi„Jp...).91.0,..,.,,,.....,.:.....„::::::::.;:,:.:....,..„.:,,,,.::::::::::.,y,,, Li Tenant apaCefloor.plan.shoWing.rack.storage 1.ayOut,,aisleSandi:...:.,,,•• •::.:•••,.,..-....:,...,.........:„...::..„,„ . ,,,i,'•,:..,•: „,...„........,.. .. „ . ......,...:„....,......:.•:,.... .,,, , :. . exits.•..•: ' . ...,...": ....,... .... ... .....• : ' ....,....,........ - • ........,, .. . ... ,...,, .. SitePlan,(shoWing'bUilding,and-.locationof:antenna%Satellite..!.dia...„:: . .. . ... . . . ....„::::„..,,,..•:::: ... : .. :::. .. •.: . :: . ....:•.:.•::::•••...:::....„,.,..•:::•••:.•:::: . :.,-",•,..„.:......,:-.•:.:-...................--...................• • ':, NOTE: 'include dimensions 01 racks .(haight,, widtkand length) ,:aisleS .1..,•:•:: ; .........:.......:.:. .••;::.• .......,..:.......•..:.•...........„,..............-..... ............................,........ .. .. .. ............ and exit ways on plan.; ::- "....,- :•:•:•.;:••• ••••••;:::: .. •••••••::....... :v..... .... ..... . .. ; Details: atiennaisateliite.diSti.ianO method. of:altachment::::;;;••••••••:::::.:::::""::•,:•:•,:::::....:. ...... • • ; • ; • • • • •••• ...• • - ..••••.•••••••••:••::.:.::.:.:•.•-,:,:•.::::::::••:-.•••••:,::: ..,,,...,....:..............,:..,.....,:,...„.. ..:,........„...,...............„.........„.......,..„,,,,:,.,.„,;...„.......„„„,,.,•,.....,:,,,i 1 1 Structural calculations stamped b a Washington State. licerised•:: ••• :StrUctUral•OalCUlatidria Soiraped;:bila:WaShiligtOrr:State„:11Cerised...:.• ..:•.„:„, engineer (rack storage; EV. andoVar)..;.;;;....•••::::......;:- -.• ., •:: ...;;. ::::. •::;::•••::.:::: ;:: . . ... . . ... " , „.. ...... • "...... ...... • •. • .............. • .. •• • • • • .... : ....• • •.•.• • ,. .:: ...: „,. .. •••:•,..•::. • • ... :: ..." . - • .„. • . ,...: • • • . . . • Dimonsioni of all aisles s• . RESIDENTIAL 41•1•■■■•■.... NEW SINGLE-FAMILY DWELLINGS/ADDMON • FAMILY REMODELS: •:. • it Completed building permit application (one. for:eachi:Stru .511■1111M cture) ComPleted permit application. (brie • • . • : . H Legal description • . . . • Aessor Account Number .".•'• • •••: i:••••••.' • . . ss : " • : . :". ••:•":. Assessor Account Number Two (2) sets of Working drawingS,'Whichinclude:•••••••:: • • ... "... . •:: ri Two sets (2) of working drawinge, which include . • FoUridation pien ::••••• • • • , • Site pion (on plan, allow cl ose si hydrant ddrii n Foundation plan : . include access to buildiangt,Shos‘ing* • Floor plan wldth arid isnrt; Roof PiOn• • • •.: Building elevations (ali views) Building cross,sactien% • ••• •••• •;" • '" '•': NOTE If any iitilitY•Werkls'tO be done provide utilityl•p erg) it eel? ifoailon .. :••••• • Structural framing plans "' . • • and plans must be submffted L Washington State Energy Code data • . • •••••••• Roof plan:::•• • :. • ••••.:•■•,•Buileling•elavations:•(01(iiieWs • Buiiding :Cross-section' • ••• •••••:•'Struetural•traia.fr)6:0106i':•:•:A...*:,..;:,:i . " •.• ...... • • • : . • •••:•• • F-1 Completed utility permit application .. • • . , . IOOFS • ,. Six (6) sets of site plans showing . • •. •• : • • • NOTE: Building Site plan and utility site plan may be comblnea• See utility permit application and checklist for specific submittal requirements.. Adottional topographical and soils information maybe required if unique.. situ conditions. : Com leteO building permit application lone•:kit oaah '.6triiCtUre ':•-•'••• : : '. . ., • ., .... .. • .: .• . .. •. .. . . ,. .. „ .... „. .. ASsesior'!AbOotiiii NUMber: ".•'•."•:' ::':•:::......,•:::,....::•:.::•::::':::':::::'.:::"..':•::;•:::::*-.::,....:::::' :•::•-::: . ::: . 1:::. . ::,. : ,...• •,.:,..........i ..,:::,,:: . : ...::„ '..„ • :::::::•„:.. .: •:;;::::.:::::::,.:.::: ,•:,.:•„:. :. •...::: r—INarrati■re iiesoribIng.,existin6 isO.Of;:intitterialOeln6iren.O■ieO; end material being :iristalled,'.: :::•....:i::...•::::::',:. .....„..:.,::::::.;,j:.......: ...:;.:...: : '.., .:,... :, ..•:..,...:........:,..,..,...::;:......;:::::.:... '::: NOTE A certification letter is required prier to final inspection and sign off of the permit. • *•:::. :.•: : ; .• •%:....• • : • rwrrrrrrrrrw r wrrrrrrwrrrNrrrnrrr _ci �s Fi .�... ** * *** *14**kkk ** ** *4* ****k *******k *h* ***k:V*** *khk,4�r *k *k *k•k ****k CITY OF T.UKWILA, WA TRANSMIT 4c* k*** k* k**** *k ** * *** *kk**.kk**k* *k **k *kk**i **fie* *k **** ** **k*kh* TRANSMIT NUmber.a 93001139 Amount: 46118 08/19/9f4C35 Permit No. B93• -0323 Type: 0 -UUxLO BUILDING PERM•[ Parcel . No: 35'2 104.90[15 Site' Address: 17680 SOUTHCEN•tER PY Payment:Methoda CHECK Notations RAIN COMPANY Irtit. SLE3 ' kkkk** k****kk*• k* k** kk*k kk kkkk * ** *** * * **h **** *•k•k ***** **** *•k * ** ** Account Code Description Paid 0:00/345.830 PLAN CHECK - NONRES 461.1.8 Total (This Payment): 461.18 Total Fees: Total All -Payments:: Valances 1,175.18 461.18 714.00 GENERA 461.18 TOTAL 461.18 CHECK 461.18 CHANGE 0.00 3656A000 08:34 * **** ** irk, t**k **A **** *** ** **h******** **A k* *k *•kit*** *k ** ***** *k * *** !CITY OF TUKWILA, WA TRANSMIT * * *h * * * * * * *r **** k******* * *irdrlk** *•k ** * ******* *** * *•k* *fir** * * ** *k * *** TRANSMIT Number: 93001320 Amount: 714.00 09/17/93 11:32 Permit No: 893 -0323 Type: B- BUILD BUILDING PERMIT Parcel No: 352304 -9005 09/20/93 Site Address: 17680 8OUTHCENTER PY Payment Method: CHECK Notatiari :.RAFFN init: DLM . ** * * * * * * *k ** ** *:4 *** * ** *k * * * * * * *** * ** * * ** *fie * * * ** **k** * * * * ** * * * ** ` Account Code Description Paid. 000/322.100 000/386.904 BUILDING -- NONRES STATE .BUILDING SURCHARGE Total (This 'Payment): Total Fees: Total Ail Payments: Balance: 1,175.1.8 1,175.18 .00 709.30 4.5.0 714.00 GENERA 709.50 GENERA 4.50. TOTAL 714.00 CHECK 714.00 CHANGE 0.00 4489A000 14 :51 CITY OF TUKWILA Address: 17680 SOUTHCENTER PY Permit No: B93-0323 Tenant: COST PLUS Status: ISSUED Type: B-BUILD Applied: 08/19/1993 Parcel #: 352304-9005 Issued: 09/17/1993 **********k************************k********k*********k*V******k*****k***** Permit Conditions: 1. No changes will be made.,:toj.0e:0ThniliYilPs,approved by the •Architect and the Tukwila :-Butlding biViAlon, 2. Plumbing permit s11*11e obtained through ihA,Siet,tle-King County Departmentof PubljcHecOth,,I:APlumbing vts11 be, inspected by414A't agency,,: t!?cidding all gas piping (296-4722) / :i/( ‘X 3. E1ectricaA„R4ratt shall be,,,obtaAnedthroughthe04ashington State Divlsionof Industries and all ejectOceil work wiOlj'be,1n,speCted'by tKat\iiiabficy (248-6630). 4. All mechanical WorOhall 'under separate pehnit thrOugh, -- the CAti, of Tukwila. 0%10;',, 5. All Oe0it'g,insOectiOnrecords„,and approved plans shall be maih-Wned4Vaiyable at the .56,0-Site.„.prior to the start of anypponstrucpon. TheSe-docyMents Are to be maintaineOj_ ava1flitb4,-untiO final-inspect/Von approval Is granted: .1 1 , 6. An",ew ceiling grtd thick light lfp5,t0"re installation Is re4 Yred to me:Wiate'ral\blaiinig',1re'quirleMenis for Seism1c; ' zori4d, v5.4 Ni ,' I ,“ 0, 7. Al'qHonstruCtion ;v46 be,:,dcfnelln\ conformance With approved plan andoequirement of itheuniform,Bui 1 di ng Code (1991„ . i 1 4' Edll*tt ‘1( r 14 ,gti n) as,amendedADY theWAvash,f,ngto,State-puilding:Codg, 1 Uni mi(16,c antcal Code (1991 EdItion),4 Od,Washington State . , - , / . , , v ,=- 14 i Energy\Cboe_p991 Second Edition.,,-7;__, . , 8. The pArti40 of alcoholic beverl,ges-'ffY01e-i'allsal'es,uses' are tirljmUed provided the liqu'dslarOaka,g0'd In indlmidpW al con/ners not Ai(ceeding four;/pieerS.\ 9. There kh Al be no Occupancy of the buillpingksKI,Until_ythe vri ,N ,, /7 AC ;11 final insKectioilahas been completed by the Tukwila Btilryeogr I ns p e c tONA, 'Ini ,4.,,,,,0 ,40 10. A CERTIFICkTA\OFUCUPANCY tTITLLAiIEREGUIRED FORilPERMIT. , THIS 11. Validity oft■nRit. The issuance of a permit or applln of plans, speciftpWons and cqpetippOitshall not,t44Oh- strued to be a )14!V.t for, clr :tyottpregAl of, a.„?6tolation ,..,,_. of any of the provksvpsp! Wts Code or otTy>ther ordinance of the jur=lt4100.4o-loArm04,0itiming to give authority or violate or Ciile4A.0vns of this code shall be valid. City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #B93 -0323 (512) John W. Rants, Mayor August 30, 1993 Re: Cost Plus - 17680 Southcenter Parkway Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC 10.505A) Clear access to fire extinguishers.is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Fire'extinguishers require monthly and yearly inspections. They must have a. tag or label securely attached that indicates the month and year that.the inspection was performed and shall identify the company or person performing the service. (NFPA 10, City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor Page number 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) if the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10A -4 -4) 2. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 3303(d)) Exit doors .shall swing in the direction of exit travel when serving any hazardous area or when serving an occupant load of 50 or more. (UBC 3304(b)) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 12.106(c)) Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its presence would obstruct or render the exit hazardous. (UFC 12.104(a)) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when . the door handle is engaged from inside the tenant space. 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 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor Page number 3 bulbs working at all times. (UBC 3314(c)) When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 3314(A)) The color and design of lettering, arrows and other symbols on exit signs shall be in high contrast with their background. Words on the sign shall be block letters 6 inches in height with a stroke of not less than 3/4 inch, (UBC 3314(b)) Aisles leading to required exits shall be provided from all portions of buildings. The width and spacing of aisles shall be maintained at all times. (UFC 12.104(b)) Exits shall be illuminated any time the building is occupied with light having an intensity of not less than 1 foot candle at floor level. Fixtures required for exit illumination shall be supplied from separate sources of power for Group 1, Divisions 1.1 and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more. (UBC 3313 (a)(b)) When exit signs are required by The Building Code (see U.B.C. section 3314(A)), additional approved low level exit signs which are internally or externally illuminted, or self - luminous, shall be provided in all interior exit corridors serving guest rooms of hotels in Group R, Division 1 occupancies. The bottom of the sign shall not be less than 6 inches or more than 8 inches above the floor level. For exit doors, the sign shall be on the door or adjacent to the door with the closest edge of the sign within 4 inches of the door frame. (UFC 12.111(e)) Exits shall not pass through kitchens, storerooms, restrooms, closets or spaces used for similar City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 4 John W. Rants, Mayor purposes. (UBC 3303(e)) Exits serving more than 50 occupants shall be provided with illuminated exit signs. (UFC 12.111(d), UBC 3314(c)) 3. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved. drawings. (City Ordinance #1646) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1646) 4. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 5'. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.601) 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 A ; City of Tukwila Z 19 08 FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor Page number 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 IOW," e.Iiprvirtmo;:?4,?x, A cky liana Inws••■•••• 4 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188-7661 (206) 575-4404 ' 1908 -ARgekivo TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Gary L. VanDusen, Mayor t)/ — Control / - Control No, ) 5,- Permit No. Project Name t/i • Address / ' /C P4-1 Suite # Retain current inspection schedule >(' Needs shift inspection )e/ Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: 4r fri/iit c Hood & Duct: r/ Halon: tir Monitor: ); , ,.,,, /2 " e- & ,v),-,- /Ho .9 4..., 6. Pre-Fire: k Permits: ./) 1 • le..6) / Authorized Signature 1(),/ // Date FINALAPP.FRM T.F.D. Form F.P. 85 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 • Project: c _ �( g Type of Inspion: r— �A Address: r n e� S, C . Date Called: / - 2 ((, 5,/ Special Instructions: Date wanted: Requester: Phone No.: O. Approved per applicable codes. COMMENTS: . 0 le, 443 ❑ Corrections required prior to approval. spector: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Die: r INSPECTION RECORD C Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Approved per applicable codes. COMMENTS: ' ❑ Corrections required prior to approval. nspector: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. . rasa: I'7c, $n S .C. .� It- I:: : . � shod . Date anted: ' f a- r( am. m. Requester: Phone No.: Approved per applicable codes. COMMENTS: ' ❑ Corrections required prior to approval. nspector: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. . INSPECTION RECORD. Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 A' ress• 0 z /Ltt ' sinudions: (206) 431 -3670 Date Called: /6 _..�� _ 3 Date Wanted: 0 q $..949— `3 p.m Requester Ptbne No.: � Ci # Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ' 0)-2_ /a- 0c. s L4,4 nspector: APIII.WAVIIR1111111111.0 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD 0 Retain a copy with permitj� CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER (206) 431 -3670 Project: ) f J/fft 5 Type of Ins n 1. ►' W Address: `�- I� pi �C Date Called :. Special Instructions: Date Wanted: -4 1 'J am, p.m. Requester: .�, 4 Phone No.: 5.7 s- ... 3a.) 07/ y. Approved per applicable codes. COMMENTS: 0 Corrections required prior to approval. nspector: I•° ED '.$30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Recep(Ro.: e: CD INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 • . : .. . I— , ype o nspect . Ili ■111. . ...d1 I . Are : 415v-4,1-U1e .0 ,tt-te. , p .- •I'l :. — czat-) -6---t - K1-0 .005-114 .:• • structions: ti Date Wanted: (-7) — (-9 -7 --(1 ,..1.3.i. . amO.m. 3 er: . Reque { st - ci e ir\ \ ,...._ Ptrne No.: ...... ' kA/1 14- t P.)& C:1 Approved per applicable codes. la_ Corrections required prior to approval. COMMENTS: ' C f.k A-■ teL. -4- (RAkei k Ai Pet-i—S. - K1-0 .005-114 :.,...' /... V tr■ ,,,,.. . - LET-71e t CA-L._ r---0( i-k, re. —s A t..fe, kA/1 14- t P.)& A AA'" , - nspector: ID $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. IReceipt No.: Date: , , • INSPECTION RECORD L. 13 (206) 431 -3670 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Projectc __ -p.,. p/ Type oils ion: ' l 0j) ' Nal • 1 i IriAD Sa . i f a 01 n R. Date Called: — J Special nstructions: Date anted: 03-6/3 am. p.m, Requester: Phone No,: ^- 3 ! — Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: 641/3 S��" r.��4 �y ,rte nspector: ❑ $30,00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: INSPECTION RECORD 0 Retain'a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 • ro eb picvn YP8 ° ns5Yn Uk t / Ad ss iifj ate Called: Special instructions: v Date Wanted' y, — ,. d am. p.m. Requester: yllp Phone No.: 5 i Approved per applicable codes. COMMENTS: • ❑ Corrections required prior to approval. OF w t\-t-L-R ID $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I(1SPEOtrION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 c3- Oaa3 PERMIT )o/ (206) 431-3670 Project: Cod- p t'' Type of Inspern: 11 , Addre : 1 ,F_ Vp / 6 ��� -L1 CQAt Date Called: - —�'f� Specie i Date Want - , , . /I� a . p.m. Requester: !VII Phone No.: iiii, . 0 Approved per applicable codes. . Corrections required prior to approval. COMMENTS: ' A P P 4 I G71 vn . tom. c `Tb'. rae)rt:c" 't'tl 5 am4 nItSSA►JC.7 +SV-b cica AC-, A kV "TAG O r.` Vrt 'P- R yF'1 M 1.. .r wr t .Jt 4a12.. r 7► CII- teens ri I S 1 13 Oat �"S -T�'� ts.„ .fit t.ti c A AP RLvTo OK 17P. . r i Inspector: rear Date:., zz 5 - O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. C i w CI Y ?� C ) r w0 CNI CC� W U Gi) PERMIT CENTER EMPLOYEE LOUNGE • CC II Cr) 3/4 CDX PLYWOOD ----------- 8" STEEL JOISTS AT 16" O.C. =:3 - . 2X FIRE BLOCKING • BETWEEN JOISTS 2 LAYERS 5/8' TYPE 'X' GYP. BD, 5/8" TYPE 'X' GYP. BD. ----- BOTH SIDES SUSPENDED GYP 80. CEILING, SEE 3-5/8" X 16 GA. STUDS AT 16' 0.C., TYP. SUSPENDED ACOUSTICAL TILE CEILING, SE I .r. I •• limmeCima•■■•■•• 1 HOUR CORRIDOR • BOTTOM OF JOIST +11-0" TT* FINISHED +8'-0" EMPLOYEE LOUNGE. 1 HOUR WALL SECTION (cAORRIDom 311 12. CITY OF TUKWILA APPROVED -SEP 9 1993 A BUILD N DI ION 12 -25 -1901 05 :4411M FROM OCT-2E -1433 08143 FROM RV' INC. 206 624 8667 TO 4313665 TO P.02 14157768860 P.02i65 • •.• 0110/.1 x17. •1',.•.•..••!.•.•..11.. •-•'• : . S•.' .• •M•1. •, •., •, 1 •..�. .xvn (• . . 1 • 1 • .. "7" ,•d.y ... •.•• • •.... . 1•Ind••1 •-•b ••••1• ••• 0.00 o••• • • .• • •..I I ! •. }:. I, •.••.( i.:• :.y.: i ••(• 71.7,..7 •71,11. .1. •I •a.1'• , •• •i, II .r 1.• • ( •• . ' •, • I •' •i • ••';'''.....r • ';•••...i.•":•••••••••• 1 „ (117{• 77•7 •Ix , ..r. •( 111 .•d.1 .........;....1..., .i. ...j•. •r • .1.•• i..1j .1 '(' : ' ' • .. ..�. • 1.•'7777 • ,�; » }. =;.J•. .I,�,. 7777.. —•. .�,_• �• •;•�, • r?n.1• •' . I II . ..:,..e.oi..p , , • ; , : . • .1•. • .. 1 ,1.7 .1 : - • . ..J, ! ' i 1 S "�gi • — .. .. • .101•..;. ... ' • 1 - + 1.., g • •..1 .... ' ,. • �....i • Iii ii i q .•M1'' ~7777..,. 77;77 . • 1 •.:. •.1, • •.i • •.••• ■ 076,•.1 • ..IN.w. •.I. • • ..:. • 1. ' hl•l. '� I• , 7 .• . i••. , .,....:• ..• +11• 1 ; , •� �•..1.,.t,.l...(. ,.• I. , . -7 - )••• .. • .. ! • 1... : ..1.....1. .ti.. 1. ' .1 • 1 No }...I_ -17.1 I. ....i...•1 .1. . : • }. . • .NI r • ••. • • . r • • . •• •. • •1 • • • r 1 R A T'•T 1 $WRNWON ■ 0crE'"' 9x58 Dro act uo rspM1. assign s cot • eat c ac 14114th AvtoUO Building Suite S00 Beetle. Y. 98101 206.524 -8687 PAX 206.674.8268 •. -717.1 RP.�. OCT 2E '50 0100 FROM MCCALL DESK • 20'd 1:1101 onti Q r c.vD Gte1 2. . 1=114/01N1 • I • •a. .?..:44i ;* :10:!.i.L!. • ..20' 1417768850 P.03/05 r CAA, Ataito etAfAt 'O • •,C0E 11.1 r aivie414 • . r its (0. ','0.21 .Ste PLU ( aL s v2't*. Ms 4410 (r 6%,4itA„) , • 1 , . , u.. 1 • . t�. t, y • .. ... ....i • • ..a. .. •• _. 1f1.1 . , • 7 .. . • ,�...tt • • • r, It A 7' T. SWgNSON P8`RIZ iX •••■•••••••••■•••Mililii■ • • 11 14114th Avenue Building Suite 500 OCT 22 '93 8359 ti ��tt p ta. 2 'design si�eet Mr' c Seattle. Wa. 98101 206.6248687 MX 206'6248268 206 524 8268 PAGE.003 OCT 22 '93 9:09 FROM MCCALL DESIGN GROUP OCT -22 -1993 03;45 FROM REP INC. 206 624 866? U PAGE.004 To 14157768860 P.04/05 Q /_ LAMP r Wed birmI IvAlt gat:.. t AArot D W SNi BEM I tgieve..1 GM'eth1 roe Row. U 6e 11'7 -ruAr gm* all . Gti NP• hue IN 'n -f 0204 5 lm fact. t e0 TO i' ,,.^ - : itauvin4! Pled-- - -� .t., . b -Liter[ iN•S' 140a ��� , I Z kt4 tdR PC.PC.� ' Mal ! �TfACH PANT -- III 111111 1 5 tc - I 11111111111111111M rill N *--N,, TO ow • +r• r 4' WV • R A T T SWENSON PERDIX 1 OCT 22 '93 9:00 pro a --` '"'�'�' ass ssp no. M 'e lL o t64 4 C ,eat 1411 4th Avenue Building Suitc 500 Soule, Wa. 98101 206•624 -8687 MX 2064244268 20B B24 9268 PAGE,004 ctosi OCT 22 '93 9:09 FROM MCCALL DESIGN GROUP OCT -22 -1993 0®:46 FROM RSP INC. 206 624 868? PAGE .005 TO 141577688860 P,05/05 ATTACHMENTS TO SI HUcivi t WOOD B 1 Plat Washer or 5 Series Square WauMr & Hex Nut Bolt of diameter 'D' thru wood beam that has a minimum thickness of 3 1/2" (nee Table 4 • Page 15). Must be above the tuatara' axle of wood beam and a minimum of (4 a 'D') from bottom of the beam. B3354401% Size Adjustable Hinge (Sett Pegs 21) At e>1 a 1• +1 5 P6I''Y +una L B22 Channel Longitnd;nal or Transverse Brace )OA f J/ ST2.it 9'4' muvn t th) 1 /2" x 11/9" Hex Had Cup Screws & N225W0 Nuts load data on page 15 -Table 4. Lind where brace runs parallel to wood ',earn or where double bolas are required, 4" t 3" x 3 s° steel angle mounted to'wood beam with . two boltz of diameter 1DD' that are a'nitnlmum of (4 a'D') on centers. Bolt hofsa,arar centered in 4" side of angle. (See ''able 4 • Fags IS) 1/2" x 11/4" Heat Head Cap Screw with Lock Washer & 14eiNut Angle must be attached to wood beam above the neutral axis at a minimum distance of (4 x 'D') from the bottom of the beam. B22 Channel Longitudinat•or Transverse Brace (9• -4"Masiimum Length) OCT 22 '93 9:01 £0'd S99£T£tt' 01 TOTAL P.85 205 624 sue PAGE.005 ** TOTAL PAGE .005 ** WO8d WdSO:SO T06T -S? -ET U -axes Systems, 509 treat ttatear.i, ice. APPROVED Califomia Office of Statewide Health Planning and Development FIXED EQUIPMENT ANCHORAGE R -01714 SEP251991 •Valid for 3 Years, Maximum Progrn nwor Monroe Stale Phew 414464.21114 Banco 68249 Fan a 14003s64438 ,a,eert.vea Page No. 14 5.23 -90 Sheet timber: of __ _„ OCT 22 '93 9:01 £0'd S99£T£tt' 01 TOTAL P.85 205 624 sue PAGE.005 ** TOTAL PAGE .005 ** WO8d WdSO:SO T06T -S? -ET 01/18/94 12:09 FAX 208 889 1100 J M RAFN CO 1Qj001 /004 Facsimile Cover Sheet Rafn Company To: Company: Phone: fax: From: Company: Phone: fax: Ms, Denise Millard City of Tukwila 1- 431 -3670 1-431-3665 Eric Glad The Rafn Company 206 -828 -0800 206 - 889 -1100 Enclosures: inspection record (final) /Sider Associates letter /City of Tukwila letter Date: January 18, 1994 Comments: Dear Denise: Upon receipt of the City of Tukwila letter dated 1110194 (copy enclosed) I have reviewed our files and have enclosed a copy of our final inspection with the approval to occupy the space. There was a question in regards to ceiling insulation. We hired Edward Sider & Associates mechanical engineers to research the insulation question and verified that additional insulation was not necessary. I have enclosed a copy of Siders report dated 12/30/93 for your files. Please call if there Is any further Inspections or other actions required. Very truly yours, Eric Glad RECEIVED JAN 1 81994 COMMUNITY DEVELOPMENT 01/18/94 12:10 FAX 206 889 1100 J M RAFN Co Q002/004 EDWARD S. SIDER & ASSOCIATES MECHANICAL ENGINEERS 180 Nickerson, Suite 304 Seattle, WA 98109 MEMO FOR RECORD Tel: 206- 285 -2966 Fax: 206- 285 -1045 TO: The Rafn Company PAGE: 1 OF 1 ATTENTION: Eric 'Glad DATE: 30 Dec 93 PROJECT: Cost Plus PROJECT NO.: 93109 MEETING /PHONCON /SUMMARY: Energy Code Compliance of Building Skin We understand that you have recently completed alterations for tennant improvement to the Cost Plus store. This project did not include improvements to the exterior skin of the building. The existing roof structure has 3 "rigid insulation (per Al Perez of G.S.1 '.S, roofing.. maintenance contractors.) After reviewing the 1991 Washington State 4ergy Code, we find that you do not have to add insulation to the exterior skin of the.b'tiilding per section 101.3.2.5, Building Envelope, Alterations, Exception 2. Please find the enclosed copy of the WSEC. If we can be of further service, please. call. COPY TO: RECEIVED . . JAN 0 3 14 RAFN COMPANY r■ H E C 0 MP A li ,Y October 4, 1993 Duane Griffin City of Tukwila Building Department 6200 Southcenter Boulevard Tukwila, WA 98188 Re: Permit #B-93 -923" Dear Mr. Griffm: Please find attached a copy of the Building Permit for Cost Plus Tenant Improvement. Cost Plus would like to stock shelves starting Wednesday, October 6, 1993. This work will be done by Cost Plus employees and is covered by Industrial Insurance. No business will be done prior to the Building Final. The space is fully equipped with sprinklers and all life safety issues have been addressed. Please respond at your earliest convenience. The site phone number is 575 -3902 and the fax number is 575 -3789. Sincerely, RAFN COMPANY Jeff Gerde Project Superintendent v-iock 5-/T/E/.5 ic6cci o� Q co-im n f5, 1t ubl , 1ayl' -ro ?ever 4k,/aii 1 ' M IC P4 11114 Q V15. Ai . Qiicf q ppi ©va f 1/41 c',ccup/. /0//7; RECEIVED OCT 0 51993 COMMUNITY DEVELOPMENT (206) 828..- 0800 PAX; (206) 8'89.11.00. T0'd 4010 Lake Watchington Blvd. .NE, .Suitt 301 Kirkland, WA 98033 S99£TEO 01 P .. 0 B o x 4 2 2.9 0 Bollovuo, WA 98009 W02ld . WU6e :170 T06T -£0 -ET INSPECTION RECORD Cell for Inspection — (206) 4314670 9 8:30 AN — 5:00 PM When calling for inspections, please state the permit number, project name, site address, type of inspection, date inspection is needed (AM or PM), contact persons name and phone number. Call for Inspections at least twenty-four (24) hours In advance. BUILDING INSPECTIONS D DATE I INSP. C COMMENTS Footings Foundation/Slab insulation Concrete Slab or Underfloor Shear Wall Nailing Roof Sheathin, Nailing `� F Masonry Chimney (approx. mid - point) Framing (rough -in electrical , mechan- ical, plumbing to be completed prior i in 06 G GS Q 1 111 a a S Insulation m '� "'" Sus ended Ceiling = Raised Access Floori . System 1 1111111/111Wi; ,s. nut in tAMIfl ..a e..e„arn. . .,�zo ' Jr- V, .0IP...448,w11.11v $ uvwi ill I ✓ MECHANICAL INSPECTIONS Pre- Reroof INSP. COMMENTS - Rough- inNents /Ducts Footing .., Pre -Dario Smoke Detector Shut -off Sign Final (Planning) Manning Final (screening) Other: Pre -Move Fire Final Building Design . r Ras Energy Code Compliance (elec heat) Fire Final ayes o,e;`in. < : - -• _. Planning Final Public Works Final X Building Final ✓ MECHANICAL INSPECTIONS DATE INSP. COMMENTS OMMENTS Rough- inNents /Ducts Footing .., Smoke Detector Shut -off Sign Final (Planning) Manning Final (screening) Other: Fire Final Building Design . Mechanical Final Monitor All planning inspections must be completed and approved prior to final ✓ PLANNING INSPECTION' DATE INSP. OMMENTS OMMENTS landscaping Footing Parking Sign Final (Planning) Screening Other: Building Design . ✓ SIGN INSPECTIONS DATE INSP. OMMENTS Sanitary Side Sewer Footing r Sign Final (Planning) All utility permit inspections must be completed and approved prior to Public Works final inspection -- 433-0178 Other utility permits not noted below may have been issued, and require inspection and approval prior to final ✓ UTILITY INSPECTIONS DATE INSP. COMMENTS Sanitary Side Sewer Water Meter • Hood and Duct Other: Habra All fire inspections must be completed and approved prior to Fire final -- 5754404 FIRE INSPECTIONS DATE INSP. COMMENTS Sprinklers Fire Alarm Hood and Duct Habra Monitor zed S99£T2O 01 WObd Wd0£:00 T06T -£0 -ET SEP 30 '93 10:02 FROM MCCALL DESIGN GROUP 4$5 North Point Son Ptaneiaco California 94133 415, 749.$020 fax 415.774.8860 C O N S UL T 7 NG A R Ci i! 'l $ CT Christopher Lett Hungerland 5301 Rou Loop N.E. Bainbridge Island Washington 98110 206.828-0800 far 206 889.1100 PAGE.001 M c C a l l D e s i g n Croup /CHRISTOPHERLEETHUNGERLAND ,Architect September 29, 1993 Mr. Robert Benedicto CITY OP TUKWILA 6300 Southcenter- Boulev d uS ite Tukwila,- Washington 98188 0 R : Cost Plus Building Permit Application #B93 -0323 D Mr. Benedicto, To clarify, our to ep • - c•nversation of this morning, the attachment of the wall display fixtures will occur at the 1 x 4 ledgers as shown on detail 14/A6. There will not be a bottom angle as shown on the copy I provided to you on September 28. This was a modification for situations that did not provide 3 ledger locations. I have attached a revised sketch to further clarify our intent. The General Contractor will probably require an approved copy of this on -site. Please contact me if you have any questions or comments. Dated Lew McCall Design Group RECEIVE.D SEP . 3 0 1993 COMMUNI iY DEVELOPMENT SEP 90 '93 10:02 FROM MCCALL DESIGN GROUP 4-- E 1 './ Y S LIAL' CONCEP T c PPR 22 '93 12145 FROM LUNDIA- JACk$ONUILLE TO ERUENN Product. Manual Subleet , Wail Anchoring • 9 grFaa41 -P.iaJ A,,,!r....L2e`. e' 4 • 0-4' 01.4 rt zAp. 1'44' a`1Te�. -tea PAGE.002 P tit FAGE.0 ©2 Section 20.2 Date. 6 /1 /S3 x`.10_ 1 tl, " �t ,Z b4 vd 4r� Y° 4PT.1 ' Approximately 16 "o Bill of Material: 1x4 Lineal feet ' 2 or 3 Clamps Per Uptight Anchoring, liardvare as !leaded Urn ta.4T sepr"- 6 call anchoring it accomplished by attaching a continuous 1x4 strip along the length of the shelving run At reooa+ ended anchoring locations. Uprights are aerowad• to the 1101. using half . of a standard back- to-back clamp, as shown above. Uprights lass than 10' 'high) Anchor below the. top crossrail and above the bottom crotsretil. Uprights 10' ' and tellers Anchor below trop crossrail, above bottom erosszail, and at a point gear the center of the upright height. Doted Watch clamp placement to insure thot is will not interfere .with shelf spacing requirements. 455 North Point San Francisco Cantornta 94133 415.749.2020 fax 415.776.8860 CONSULTING ARCHITECT Christopher Leet Hungerland 5301 Rose Loop N.E. Bainbridge Island Washington 98110 206.828 -0800 fax 206.889 -1100 M cC a l l Design Group /CHRISTOPHER LEET HUNGERLAND,Architect September 28, 1993 Mr. Robert Benedicto CITY OF TUKWILA PERMIT CENTER 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 RECEIVED CITY OF TUKWILA S E P 2 9 1993 Re: Cost Plus Building Permit Application #B93 -0323 Dear Mr. Benedicto, Pursuant to our telephone conversation this morning, I am transmitting additional information for the above mentioned project. These items are related to store fixtures and store feature walls which were not elaborated on the submitted permit set. Attached are the following details relating to wall fixtures, Cost Plus "Rug Wall" and Cost Plus "Chair Wall". Partial floor plan showing locations of feature walls. Detail #14 showing ledger for attachment of wall fixtures. Manufacturer's cut for wall fixture. Drawings for "Rug Wall "; 1,3,10, and 13. Drawings for "Chair Wall "; 1,2,3, and 4. Please contact me if you have any questions or comments. I appreciate your continuing assistance in the process of this tenant improvement.. Sincerely, D'a 'id Lew McCall Design Group 11 E f P- 1 t4 -9 T 1 F; P: V I S. I_ ..L 17.: CI VI r: E P F 1 LUND I A DIIu t LLE T =BRUENN I:IPR 22 '93 12145 Product Manual Subject Wall Anchari.dg ry e r a t a . r pad , I ra 4 • ,A,,tc,•..1om F' - C_1 PAGE.002 RECEIVED Se00n 20.2 CITY OF TUKWILA SEP 2 9 1993 Date. 6/1/85 PERMIT CENTER 1' 44/ "vir .wia,g► `rd. E.a.e,"4 Approximately 16 "o L.W•ics►a, G, wn,rrlfa Ur! IetI*1T �r ►�-� 41411e,, wit Omit 4v Me- Bill of Material; lx4 Lineal, feet 2 or 3 Clamps Per Upright Anchoring hardw'ar'e as Heeded Wall anchoring is accomplished by attaching a continuous) 1,x4 strip along the length of the shelving run at recommended anchoring location.", Uprights are screwed to the 3.x4 using half of a standard back -to -back clamp, as shown above, Uprights less than 10' high, Anchor below the top crossrail and above ,the bottom crossrail. Uprights 10' and taller' Anchor below top crossrail, above bottom crossrail, and at a point near the center of the upright height, Hotel Watch .chimp placement to insure that it will not interfere with ahe1P spacing requirements. MDL 01p/aY 5ystOI71Ls DESCRIPTION The Lundia upright is effectively the Icgs or primary support of the shelving system. The upright is manufactured of clear, solid Western Hemlock or Douglas Fir. The two are similar in appearance and performance. The assembly consists of two stiles. Each stile is 1 5/16" x 1 5/8 ". A plow in each stile receives shelf end channels, and holes are drilled on 2" centers for vertical adjusta- bility of shelves. The stiles are locked to- gether by 2, 3 or 4 crossrails depending on the upright height. DIMENSIONS Depths: 9 ", 12", 15", 18 ", 24 ", 28 1/2" Heights: 36" to 168" (12" increments) Special heights are available upon request. NOTE: Uprights at ends of shelving runs can be outfitted with either finished hardboard, high pressure laminate panels or slatwall inserts. RECEIVED CITY OF TUKWILA - r;-4093 PERMIT CENTER Call Lundia at 1 -800- 726 -9663 S -1 MDL Display Systems RECEIVED CITY OF TUKWILA SEP29193 PERMIT CENTER DESCRIPTION The Lundia pine shelf has a wide variety of uses and continues to be a popular and functional shelf. The Lundia pine shelf is edge -glued and sanded smooth, The contrasting knots offer character and texture to the shelf. Each shelf is fitted with painted antique white shelf channels. This shelf may be ordered with a variety of finishes. DIMENSIONS Depths: 12 ", 15 ", 18 ", 24 ", 28 1/2" Lengths: 36 ", 42 ", 48" Special lengths available upon request. NOTE: The pine shelf is ideal for most merchan- dise. However, if your needs go beyond "normal" display loading -- for example, bulk stock and display or mass display of heavy items, contact your Lundia repre- sentative for assistance and advice on shelf type. J all Lundia at 1 -800- 726 -9663 S - 5 / Y SEP 22 'SG 17:05 FROM MCCALL DESIGN GROUP d55 North Point San Franolsco Illnrrein 415.740.2020 •)4.77I.. SSG O CONSULIZAV ARCHITECT Christopher beet lfioiperraa►d IJOL nor" tamp MR. Was ii gttoenl 98710 206.8284800 fax 205.88➢ -1100 El o PAGE. 001 M c C a l l D es ! g n Group /CHRISTOPHER LEETHUNGERLAND,Architect September 22, 1993 Mr. Robert Benedicto CITY OP TUKWILA 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Re: Cost Plus Building Permit Application #B93 -0323 1.1e Dear Mr. Benedicto, Pursuant to our telephone conversation of today, I would like to revise the approved detail 12 /A -6 by omitting the 2x fire blocking and extending the gypsum board to the underside of the nlvwood. Please see the attached revised detail. The original approved detail apparently was not attached to the permit set at the jobsite and I have asked the contractor to pick up the revised approved copy from you. Please contact me if you have any comments, In addition, I would appreciate it if you could review the requirement for a 1 hour separation between the stockroom and sales area. The stockroom is 1,300 square feet and will be fully sprinklered (as the entire lease space is). Although our documents call out for 1 hour construction, we have taken a second look at the situation and hope to be considered for the exception as stated in the Uniform Building Code Section 702 under "Group B, Division 2 storage areas ". Please comment on this at your earliest convenience, I appreciate your continuing assistance and cooperation in this project. Sincerely, David Lew McCall Design Group OCCuPAWM 56146earnOt4 a CroOE ttl nit s,ww4TWN . RECEIVED SEP 2 3 1993 COMMUNITY DEVELOPMENT r SEP 22 '93 17:06 FROM MCCALL DESIGN GROUP PAGE.002 RECEIVED SEP 231993 COMMUNITY DEVELOPMENT fl ;1E1_ 1_ .O Op 8 (Q.< g3 t73 V CI _ F TUKWI LA Department of Community Development FAX NUMBER: (206) .431-3665 TO: `` .1.DA0I0 Lee) DATE: /6ER-13 TITLE: FROM:. ' An015 4,4ED1CT COMPANY: 4� s . , A �� TITLE :. DEPARTMENT: . DEPARTMENT: 13 tAILDINei %O ON i-i• wv: ii- vnivwini...n- i wog. •As.:i:.r: J: iii.i:...,••:ii: ii• ini. isv. wvnv:::i•Y rii isii? i. h::. r: ri•:: Hii: nvw:• ri•:::: i•:: 4w: iiiJn ':iiL:i:i• %v}iriiJ:iii:Ltiv:. C•:iiii•:•i:•i:�ivw:••.'•.. •. w•:i: isti. r:... nu.•. n.. r .w:. 44:•404 '444,;•):44:44: • FAX NO. CALL FD: NUMBER OF PAGES SENT BY 4/6177/_ dp/ TRANSMITTED, INCL. (INITIALS): (GJ �. 6LL764 1 . 'I'I -iIS COVER I-MET: i S LT� :n.vnl.n :. v:rc ':::: , wr::: v:Yr: n: vY:<... rlrl. rn.::.... r....... r+ nv....}:. v:: r::. v: rv:: rr:. nv. w: lnv: nr. v:: r: r:. w:+ l:.: r ..::..:.:..:........ v:: Y: v.: �: i}: i..:::::• v�{ isr:•:• i:. tiSLv}; vYvlvi :i:i }::<:Siitiw.•rii:vY•n <?v:J YR:�ri:'n� • SUBJECT: COMMENTS /MESSAGE: • C81J* RESPONSE To. .or Wool, commEkrt ,.'Re..M4iNs I N CONFOGr tom, CO D E Ream's, • ?apse REV /.co AND 5c rnir �4 PRa/2ts46 To Conpli -w/ */is reEaci2- 1991 UNIFORM BUILDING CODE •3303 The maximum number of exits required for any story shall be maintained until egress is provided from the structure. (See Section 3311.) (b) Width. The total width of exits in inches shall not be less than the total occu- pant load served by an exit multiplied by 0,3 for stairways and0:2 forotherexits nor Icss than specified elsewhere in this code. Such widths of exits shall be divided ap- 4 �roximatcly cgt%nhly amOnb the separate exits. �1 The maximum exit width required from any story of a building shall bc main- tained. (c) Arrangement of Exits. If only two exits are required, they shall he placed a distance apart equal to not less than one half of the length of the maximum overall diagonal dimension of the building or area to be served measured in a straight line between exits. /larj : S c %rA. 1077/ o/ oars lS RE.ovilwo e. Otis .e;p4cE ' 1,1otees se pAooD O Rio 1 IF THIS COMMUNICATION IS NOT CLEARLY RECEIVED; PLEASE CALL: DEPARTMENT OF COMMUNITY I ?I;Vf LQpJ47 ;NT (3300 ,Sn' he- or,".: -.. i�?/i. :. •1.. it n n ••■ Office: (206) 43I -3670 D AUG 31 '93 8:52 FROM MCCALL DESIGN GROUP PAGE.001 Twir 455 North Paint San Franilaco C4111otn1a 94133 415.749.2020 fax 415.776.8R60 CONSUL7ING ARCHITECT Christopher Leer 1imgedattd 5301 Rose Loop NE Bainbridge island Washington .98110 206M B-0800 0 ftrx 2O5,889 -1100 McCall n e $ ! g r 1 G r o u p /CHRISTOPHER LEETHUNGERLAND,Architect August 30, 1993 Mr. Robert Benedicto CITY OF TUKWILA 6300 Southcenter Boulevard, Suite #100 0 �Vv, , 3 1 1993 Tukwila, Washington 98188 <MiT Re: Cost Plus Building Permit Application #B93 -0323 ivT Dear Mr. Benedicto, I have reviewed your initial plan review comments dated August 26 and have provided the following responses. Item 1- Item 2- The exit door leading into the corridor is 3'-0" wide and the pair of exit /entry doors to the exterior is a total width of 6=0". Total width is 9'4". For clarification, please see the Door Schedule on sheet A -2. A new detail, 12/A -6 has been provided showing two layers of 5/8 "type 'x" gypsum board on the underside of ceiling joists and fire blocking. A copy of this detail is attached. Item 3- Per State of Washington building code, we are allowed 3 watts per SF (table 5 -33b). In addition, per note 1, 0.46 W /SF extra is allowed (with a ceiling height of 28'-OH, 28'-20'=8'. 8'x291=16%;3 W /SF x 16% = 0.46 W /SF). Therefore, total allowed is 3.46 W /SF. Total proposed =42, 677 Watts Total SF =16,800 SF Watts per SF = 42,677w/16,800 sf = 2.54 W /SF I appreciate your attention in this matter. Please inform me if additional responses are required. I hope to help maintain the schedule of this project and I thank you in advance for any assistance you can provide. Please inform me or the contractor, Eric Glad if there are any additional comments from the fire department or from your final review. id McCall Design Group 455 Norte Point San Francisco California 94133 415.749.2020 fax 415.776.8840 CONSULTING ARCHITECT Christopher Leer Hungerland 5301 Rose Loop N.E. Bainbridge Island Washington 98110 206.828-0800 fax 206.889 -1100 McCall Design Group /CHRISTOPHER LEET HUNGERLAND,Architect September 1, 1993 Mr. Robert Benedicto CITY OF TUKWILA 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Re: Cost Plus Building Permit Application #B93 -0323 Dear Mr. Benedicto, Per your facimile to me this morning and our telephone conversation, I have been able to determine that the sliding glass door at the storefront does have an emergency break -away specification. The door width is 6' -0" and would serve as a third means of egress. For clarification, I have attached a copy of the door specification for your records. I appreciate your immediate reply to my responses of August 30 and I hope that this will satisfy Item #1. Please contact me if you have any additional comments or questions. Sincerely, David Lew McCall Design Group RECEIVED CITY OF TUKWILA SEP 0 2 1993 PERMIT CENTER 09/01; teat letzn FRnll SIII .1 TLE SPECIFICATIONS for 10 14A::S:0 DURA- GLIDETM Series 2000 ,Automatic Sliding Entrance Systems r.n; Gensresl A. Furnish and Install Stanley DURA- GLIDE"' (Model No. za P automatic sliding entrance systems as shown on the drawings and manufactured by Stanley Magic -Door, Division of The Stanley Works, Farmington, ' Connecticut, U.S.A. The system shall consist of: sliding aluminum door(s) and sidelight(s) (unglazed), header, operator. and actuating controls. b, Relatid Work *peoilfed 111**where The general contractor shall coordinate the work of all trades, including glass and glazing, masonry, and electrical requirements covered In manufacturer's details and appropriate sections of the specifications. 9-i. UndOr Il c$rfoal Saotlon ThIs contractor shall provide 117 V 60 cycle, 1 phase service to operator junction box. Service to be 15 amp. for 1 -2 operators, 20 amp. for 3 -4 operators. C. All automatic entrance equipment is to comply with ANSI A156.10. D. Ali major aluminum extrusions to be minimum .125" wall thickness and have an anodized finish of AA- M12 -C22- A31 clear or t ■12- C22 -M2 dark bronze. Special and painted finishes are available upon request. (Color of finish to be P. All equipment must operate between — 2.0 °F and 120 °F In all climate conditions. e. InstalIallorn By installer approved and trained by the manufacturer In strict accordance with manufacturer's Instructions and fire marshall's listing requirements. G. Submittal.: G•1. Provide complete shop drawings and /or manufacturer's detail catalog layout sheets, Including all neces- sary wiring diagrams and all data necessary for the proper preparation of Interface connections by other trades. 9-2. Provide a label on the equipment listing the company name and phone number for service. N. •Delivery and Storage: Deliver materials under protective cover and store within dry enclosed spaces of the building. Protect from damage prior to and during installation. 1. Job Condition*: Verify conditions and dimensions at the site prior to delivery of materials to site. J. Air Infiltration due to leakage is not to exceed 4 cfrn per linear fool of door track as detlned by ASIiRAE Standard #90 -80, Amount of air infiltration due to leakage must be substantiated by test data. . Product A. The Stanley DURA - GLIDE 2000 Sliding Door System shall be completely engineered, manufactured and assem- bled by Stanley Magic -Door, Farmington, CT. Each unit shall undergo the Stanley five point Quality Control Inspection to ensure the highest standards before being released for shipment. All operator components shall be factory assembled in the header, adjusted and tested. No field wiring or operator adjustment shall be required other than the connection to )ob -site power. The header shall be extruded 'aluminum to which the operator and the door mounting components are attached. The header shall be capable of supporting bi- parting doors of 220 lbs. per leaf over a span of 14 feet with a minimal deflection, The door track and the anti -riser guide shall be an Integral part of the structural member, The cover shall have a continuous self - locking hinge which allows It to open approximately flush with the top of the header for service access. The doors shall slide on 2W' diameter nylon wheels with precision steel life -Itme lubricated ball - bearing centers. Door height can be adjusted ± 11" as required by field conditions. The doors shall be held on the track by means of 2" diameter anti -riser wheels, All Sliding door height and anti - rising adjustments shalt be fully accessi- ble with the hinge cover In the open position. Sliding doors shall be supported from the hanger assembly by a factory adjusted cantilever support and pivot assembly. This assembly shall allow the sliding panels to by o_uand for ernergqencyY gress without the need for a lower oo rvo suppo .-Sti a riT pones aye sTallonnary -but do not Inhibit sildlnq rs from "breaking" out, lire product shalt include the unique Safety Search Circuitry which will recycle the doors when an object Is encountered during the closing cycle. Then search for that object on the next closing cycle by reducing to damp speed at the location where the obstruction was previously encountered and continue closing at damp speed until the doors are fully closed at which time the door will reset to norms( speed —if the obstruction Is encountered again at which the doors will come to a full SEP I '93 10 :29 1 206 575 1227 P(IGE.002 RECEIVED CITY OF TUKWILA SEP 0 2 1993 PERMIT CENTER 09,f11,1993 19131 FPO!, SItt-- . RTTLe 10 1415„I JQhh P.03 slop, the door will remain slopped until the obstruction Is removed and an operate signal is given. resetting the door to Its normal speed. Sliding doors when in the "breakout" mode shall disconnect automatic operation to allow for safe ogress. The sliding door system shall Include a two point lock securing the lead edges of the door styles together and to the hanger assembly (or In the case of a single slide to the Jarnb and the hanger assembly.) The sliding doors shall be provided with a key cylinder on the exterior and a thumb turn on the interior 1r accordance with NFPA 101, Door holders shall be provided for ail panels to control the doors as they swing in the direction of egress. All door panels shall have removable glass stops. The Stanley DURA -GLIDE Door System shall be driven by an etectro- rnechanical operator and a regulated electronic controller, The operator components shall consist of a DC permanent magnet 1/8 hp motor, gear reduction drive, Stanley POZI- TRAC'" position encoder, and a rnicrocornputer control box. The operator drives a reinforced timing belt whose position and tension are determined by an idler pulley which Is factory mounted and preset for proper belt tension. The Stanley DURA -GLIDE microcomputer control box shall be factory-set to provide operating speeds and forces as prescribed by ANSI A156, 10. The DURA -GLIDE microcomputer control • ox In conjunction with the Stanley POZI -TRAC position encoder will automatically set the opening and closing speeds, the opening and closing check positions and the full open and fully closed position of the door systems. The system shall provide a 0 to 30 second on time delay. N. In order to reduce energy loss due to air infiltration and Intrusion, the Stanley DURA -GLIDE 2000 shall have: 11-4. Adjustable nylon sweep(s) on the bottom of the sliding door(s). It-2. Double pile weatherstripping on the Lead edges of the sliding door(s) including the area at the lock. 111-4, Single pile weatherstripping between the carrier and the header, on the lead stile(s) of the sidelight(s), and the pivot stile(s) of the sliding door(s). W4. A selector switch (optional) located on the Inside of building allows doors to open at full or reduced width according to weather and traffic conditions. 0. The doorway presence sensing device shall be the Stanley STAN-GUARD"' Threshold Sensor. The STAN -GUARD sensor shall be factory - installed to the underside of the DURA -GLIDE header. It shall be a self - contained fully adjustable sensor system which shall work in conjunction with STAN -RAY" motion sensors. A STAN -RAY sensor shall produce a doer opening ignal when ootivated by approaching traffic. Simultaneously with the door opening signal the STAN -GUARD sensor shall be energized. me STAN -GUARD sensor shall emit a 30" deep by 72" (maximum) wide elliptical shaped Infrared presence zone centered on the doorway threshold line. The door shall close after the STAN -RAY sensor and STAN -GUARD sensor detect a clear surveillance tleld. D. The actuating controls shall be the Stanley STAN -RAY Motion Sensor as manufactured by Stanley Magic -Door, Farmington. CT. The Unit shall detect objects moving at a rate of 2 or more inches per second within a semi- . circuit:1r area approximately 6 feel deep by 7 feet wide when the unit Is mounted 84" above the finished floor level, (Narrow zone scans are available that provide an oval area approximately 7' -6" deep and 4 feel wide.) The STAN -RAY sensor shall be mounted to the header. The location of the detection tone shall be adjustable from the face of the door (0° to 70 °). The sensitivity of the detection zone shall be adjustable from 0 mw to 10 row maximum (tone site is also governed by a selection of a wide or deep zone as indicated above). The zone Sensitivity adjustment shall be accessible only when the cover of the STAN -RAY sensor is removed. The unit will operate between -20°F to +1409 in all ambient environmental conditions. The STAN -RAY Sensor shall have discriminating signal Input circuitry that automatically compensates for line voltage variations and automatic rejection of fixed objects within the detection zone. The unit shall be designed to operate on 12 volts AC, 50/60 Hz, 6.1 VA. Power density of the STAN -RAY sensor at any 5 centirneters frorn its surface shall be maximum 0.3 rnllliwats per square centimeter, The unit shall comply with FCC Rules Part 16 and the operation of the device sl•hail not cause harmful Interference. Optional: The OMNI -SCAN sensor system may be substituted for STAN - RAY /STAN - GUARD. OMNI -SCAN provides both door actuation and threshold safety. Based on active Infdred technology, with a microprocessor for signal control and Interpretation, OMNI -SCAN consists of two modules mounted beneath the header, inside and outside. One module Is dual purpose, approach plus threshold sensing, while the other module Is approach sensing only. OMNI -SCAN shall provide these overlapping tortes of detection •- approach, threshold and egress. OMNI -SCAN Shalt detect both motion and presence. i. Ixeeufton A. Inspection: The automatic entrance door installer must examine the areas and conditions under which the automatic entrances are to be Installed and notify the general contractor in writing of conditions detrimental to the proper functioning of the entrance and the timely completion of the work. Do not proceed with the work until Unsatisfactory conditions have been corrected In a manner acceptable to the installer, �. Inr*tallatlotu Comply with manufacturer's specifications and recommendations. Set units plumb, level. and true. 0. Adjust and Ctlrpn: After repealed operation of completed installation, readjust door operators and controls for optimum operating condition and safety, Clean aluminum surfaces promptly after Installation. Advise general contractor of protective treatment and other precautions required through the remainder of the construction period, to ensure that automatic entrances will be without damage or deterioration (other than normal weathering) at the time of acceptance. e Strnnloy Waks 1091 SEP 1 '93 10:30 1 206 575 1227 PAGE.003 RECEIVED CITY OF TUKWILA SEP 0 2 1993 PERMIT CENTER 9 ?'@I.1993 18132 rrou 5 l 10 14 t`, ,8 ?60 r.nt z R •Jq 1 ifl gbg x ci ig a z 0 4 0 LL z W w • x ii: o 2 if v b Z f N N pw T v f Tom 11; C Y a• o glgi gi -. '! s ,____ ' 9 Iti iv t• y z _ a- CCM Q x0 0 r F RECEIVED CITY OF TUKWILA SEP 0 2 1993 :TT CENTER i 1 August 26, 1993 Mr. Eric Glad 4010 Lake Washington Blvd. NE Suite 301 Kirkland, WA 98033 Re: Cost Plus Building permit application # B93 -0323 Subject: Building Division Plan Review Comments. Dear Mr. Glad: The initial plan review has been completed by Building Division, and clarifications and / or revisions to the plans will be required to show compliance with Tukwila Ordinances. The following comments are applicable: 1. The occupant load for this space is such that two exits are required to serve the sales floor. Entrance doors at grid line "H" and door #7 to the rear exit corridor qualify with the proper arrangement (separation). Based upon a calculated occupant load (per Table 33 -A) of 485, the total width of exits = 485(.20)/12/2exits = 4.04 say 4 -feet. Provide the required exit width at door 7, Corridor #1 and the exit door to the exterior. 2. Corridor #1 serves as a required exit for an occupant load > 29, consequently, walls and ceilings must be of one hour fire resistive construction. Submit a listing for the proposed ceiling assembly, or revise ceiling construction such that the ceiling construction is the same as the corridor wall construction. 3. Provide a schedule of the proposed lighting to show the lighting power budget for this tenant space. Lighting power shall be limited to the requirements of Table 5 -13, of the Washington State Energy Code. Your application will be routed to Fire Prevention Bureau for their review and approval. Prior to the final review by Building Division, please respond to the noted comments in itemized narrative form and submit two copies of any revisions that develop. If you have any questions you may call this office weekdays between 8:30 AM and 5:00 PM. Sincerely, TUKWILA BUILDING DIVISION Robert Benedicto, Plans Examiner �Y�.Ati+Std,P4•12:..LF9�MA!i ?fTk)i:.k�nI+h'>*x':�.�': '+lM1ti.'!Y4$Y+a•' w"1,44 .Sijt'N'brl9��+ 1(",.eY ✓M4".', Ant TU K :^?' r,'L4�w:+L5r5's.2.is.N:arir�`.i rirJr °,ixSLrvh' nil «+f'G.vi: • !t{ a.`i±�.,rLJ3i W I L A WAS H N G T C N TUKW/LA "IV 518 COST PLUS PROJECT- -/ _SOUTH �. RA 1Kvv, SEATTLE- TACOMA AIRPORT REVISION SYMBOL DOOR MARX DEAL REFERENCE SFEE1 Nimbi H.EVATION fEF rtICE SECTION REFERENCE .. STET NUMBS C DIMENSION TO FACE 'OF GYP. BO. FINISH N:OLN.) SOF^FTT LIEFER131—CE TO ROOM NAME TEND & ABBREVIATIONS & ANXND E • AT CENTEPUlf 9 DIAMETER POW), OR 4JMPABER /NO0oS. ■COUSTICAL ADJ. ADJUSTABLE A.F.F. ,ABOVE ,FINISH FLOOR AL. Rf'URAL B0. BOARD BLDG. BUILDING BLOCKING BM, BLOCK, ,: BM. BEAM BOT. BOTTOM CAB. CAB T CEM (. CERAMIC CLG. CEILING, CUM. CAULJI(ING CLR. CLEAR, COL .COI114 , CONC. E, CONT. CON IMJOUS DBL. DOWLE CET. DETAIL DIA. DIAMETER DIM. 'DIMENSION DN. DOWN DS. DOWNSPOUT T DWG. 'DRAWL F.b.l. F.E. F.O. F.O.F. F FO.S. .B F.R. F.S. HC.,, F .NOR. FT. G. GL, GYP. H.C. , HARIZ• HGT. i. HT. HVAC I.D.. MUL. JT. LAM LT. illAX R E.P. �TRICAL `PAN& .:` :) �, ,MIN. BOAFD MISC EA. EACH , MIL. ELY. Ei.EVATIONd N. ELEC. ELECTRICAL N.I.C. MR. 8VIRGi3CY N.T.S. EQ., EQUAL . , 0 E.W.C. ELEC. `WATER ` "COOL T NO. FISHIER ELOP/ FIRE EXTIIN � NGUISF .!NC. FACE OF FACE OF FINISH FACE OF StUDS FIFA RETARDANT FUl L S17E FINISH FLOOR FLUORESCENT FOOT. FEET MBAR GLASS. GYPSUM HOLLOW CODE HOLLOW METAL HAIOICAPPED MAIOW00D HORIZONTAL FEIGHT HAM3B -TI4T UNIT < , FEAATING,, VINTILATICN, AIR CONDITIONING INSIDE„ DIAWE'IF INSOL ATION JOINT LIG iT ME ANIC L MANUFACTUF i MINIMA !►��IS LLAKE ( OUS • c' NOT IqUIABER v CON'RAC T SCALE PIOM. NOMINAL 01). OUTSIDE ' DIAMETER U .) OPNG. OPENING 'P. OPPOSITE ia. P.LAM. PLASTIC LAMINATE PL. PLATE PL,AS. PLASTER PLYWD. PLYWOOD PR. PAIR PT. PONT R.r. RISER ROD• MOUS , R1`G. REQU RESIL. FIESIL.tENT RSO I I. S. S.C. SOLID CORE Sp�.S. STAINLESS STEEL cI UtE SRI*. T S M. tSriM:II. III LAR SPEC. SPECIFICATION SQ. ,SQUARE �.. STD. STANDARD STL. STEEL :. STOR. STORAGE; `'. S� . T.C. TIME CLOCK T.O. TOP OF EL EPHOFE .11=1. .: THICK TYP CAL , ,,, * T y LALESS• OTHERWISE NOTE!) VERTICAL. v>�t�r IN WEST w/ WITH W/C WATER CLOSET w/o WITROUT W/R ,WATER `' RESISTANT WD. WOOD WT. WEIGHT U.,ON. VE . V.LF. FIELD W. 1===" —:J EXISTING WALL TO r RAIN t•til'ottE„10 RATED 'WALL 348* ,13 P4F CTIJER TIONS FOR SPANS• AND LOADS OAUI RSIDE :OFR TRUCTY WITH Mq OF STRUCT1I)E ABOVE W/ 5/8' TYPE 'X' GYP. ' BD BOTH SIDES. PROVIDE DIAGONAL BRACING • '41-ON O.C. PROVIDE SOUND ATT®4TUATED BLAPKET • AT TOM.ET. . io ....: E T ..» .:, ' "^ WITH 5/8' .^GYP BD., BOTH 1 I NEY� PART�?•ION WALL - 3 5�8 is {3A: METAL STt10.S AT 1E3 bk. SIDES, TO PLATF-0RM ABOVE. PROVIEE SOUND ATTENTUATED BLANKET AT TOILET. NEW ' RA..L- HEIGH1 WALUNON- RATED. WALL LEGEND ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES. TEE, .CONTRACTOR IS _. RESPONSIBLE FOR ;VERIFY NG ' ALL DIMENSIONS AND FOR.: ASSURING THAT ,ADEQUATE TOLERA ' • S ARE PROVIDED. REFER ANY ( STIONS REGARDING` FINISHEStw r wsIONS, AND/OR (X,NiSTRUCTION TO TI-F ARCHITECT THE CONTRA TOR SHALL . NOTIFY) THE ARCHITECT OF ANY DISCREPANCIES IN THE CONTRACT DOCUMENTS IMMEDIATLY. ALL .WORK SHALL BE ACC LISHEDei'BY SUALIFIED ';TRADESPEOPLE IN SPECIFIC FIELD WIT I ':REQUIRED`" CERTIFICATION WHEN APPLICABLE. ALL WOW( SHALL BE�, ACCOIV1PLISHED; IN A PROFESSIONAL MANNER RESULTING IN . CONSTRUCTION TO ; MATCN: THAT INDICATED IN THE ` f AWINGS n, ALL: ,TOLERANCES SHALL MEET OR 'EXCEED ESTABLISHED TRADE STANDARDS. ALL WORK S HALL BE P OR M1E? 1 O , T HE , HIG ES T TRADE STANDARDS 'USING CbNVENTIO�L, CONSTRUCTION , .. E. S T A t � B L T !SWH.O• , E DD S IN SAID TRADE. APOEMENTiOI CONSTRUCTION TO INCLUDE THE USE OF ALL APPLICABLE STANDARD' COIv1P0'ENTS, CONNECTORS, SUPPORTS, TRIMS, ANID /OR OIIER APPURTENANCES. PREPARE ALL SUBSTRATUM SURFACES FOR FINAL FINISHED SURFACE ANY PROVIDE;; BACKING. LEVELING, OR ANY OTHER, PR'ARATION vAS REQUIRED TO ACCOMODATE SUBSTRATE FOR FINISH MATERIAL. GENERAL NOTES • CHRISTOPHER LEET HUNGERLAND CONSULTING ARCHITECT 6301 "ROSE ,LOOP ` NE BAINBRIDGE, ISLAND WA 98110 4,4 'i`.rWA ,u..t. 4445 rm 'STATE Cif WFiASSASSTIM • ,x s.cy �>',ay.,WF.o rr... DATE ISSUE 8/5/93 FOR PERMIT 111214.1Viri " WW1 /MM. TENANT: COST Pi,,. US, , INC. 201, Cl e V S1 T OAKLAND. "`CA 94607 (510)'893q300 CONTACT: MILLICENT HALL LANDLORD: TRAMVELL CROW COMPANY 5601 ° SIXTH AVENUE. SOUTH SEATTLE, WA 98108 (206) 762-4740 CONTACT: STEVE CROCKER CONSULTING ARCHITECT: CfiRISTOPFER LEET HUN RLAND ' 5301 ,ROSE LOOP tE 'BAINBRIDGE - ISLAND, WA 98110 (206) 842 -0450 CONTACT: CHRIS -HUNGERLAND STORE PLANTER: MCCALL ; DESIGN GROUP 455 NORTH POINT u;. SAN FRANCISCO, CA 94133 (415) `749 -2020 CONTACT: MICHAEL MCCALL ELECTRICAL ENGINEER= TIGER ENGINEERS INC. 330 ' 2ND 'STREET, . !2 ,OAKLAND, CA 94607 (510) ''452-9391 CONTACT: RON TIGER MECHANICAL_ ENGINEER: DESIGN BUILD UNDER SEPARATE PERMIT PROJECT DIRECTORY ,ti _.I 0 1111111 I j I I / 11 1.111 '1`I 1E TS INCH 1 DE 63 ee II I i �I ILL (1111111 !(111 I �I Ii II II!lIII I � 111111I Illrl 1114 I. !l '�hll �IIl I 1� .I (I li z;4 F f • 1'!" i ,ee. .* r.( J f0,11? Y ✓ x yt'fi' r' i rfip �'?�' +/Y�«. v.� < +.r U''C�J^"��'x2 1 S :Y•` 4 a Jd n J Yt�j,^;1 iy �,,ry fYi c,. '. ° ^'r E}.'.,., ... ✓; GZ 9Z • 111(1111 II SZ BY 1`I I *lZ eZ ZZ lZ OZ .J!�I:111�I 4 3, - 11 ( I) 1 ;; ,I 111 ; I I I 4 5 NOTE: If t- he microfilmed document is less clear chen this notice, it is due to the quality of the original document. L i \J r 141: 61 91 41 91 St VI et Zt ' 11 (�I 6 "0 U1141'1111 IL 111.U, 111 II 1. Illil 11111111l11111111 I fll Iiinl 1 I 9 ,Y LT. f ,.> of >.� r�, 't l r 6 ".'� ,. r. _ ._1, r? �� ry'3 J. ay .rlr, L sr,r a.r i .cd, , n...� y� ;, •t�;�;rrX? VICINITY MAP S 1. SITE MAP A -1 A -2 A���,1 h L.I A -2.2 A =3 A-4 A -4i A -5 A-6 ral CST PLUS PROJECT COVER SHEET FLOOR PLAN AND DOOR SCHEDULES FIXTURE PLAN AND NOTES V T N PARTIAL FLO�JR PLANS AND ELE A IO REFLECTED CE IL� ING PLAN INTER TOR SECTIONAL A VAT IONS INTERIOR SECTIONAL ELE 'STOREFRONT ELEVATION = 'WALL TYPES AND DETAILS 7-7-77; SEPARATE PERMIT e- I Nur CITY OF TUKWILA -APPROVEDj SEP (,) 1993 • 61.1ILD N DI ION CHAN CAL' E ICAt i ePw LU Ii BaIwG 0 CAS PIPING CRY OF :TUKWILA BUILDING DIVISION 'AN() TOILET ROOM• ELEVATIONS' LEGEND, L IGH°T FIXTURE SCHEDULE :POWER • AND S IGNAL , PLAN • O ER E- 3 LIGHTING ° PLAN W'1RIKIG DIAGRAM • DETA'IL.S E- FIXTURE MOUN`f LNG DETAI.S DRAWING INDEX PRQ.ECT ''LOCATION COST PLUS - SOUTH CENTER '�73 176$0 SOUTH CENTER PARKWAY TUKV1�{LA, "'WASHINGTON 98188 E -1 E -2 iITI.E COVR SHEET DRAWN LNS 3' *x 10 ir: 11IIL 11 >�MGE�r 12, 11: SCALE CF{E{ c Z 1 ? 0 u~ 1 II I I 1111��1111 I I I(IIIII`�:IiI VIII fi APPR SUBJECT TO ORDINANCE AUG 1 9 1993 LL KING CO. Pt.ik3LIC HEALTH FILE COPY 1 imders'tand that the Pit Check vets cro subject to wore sod omissions slid Ippnovel plans doss ast usidsodte the Mew cd goy: adopted cods or ..., Ruat4 tit contractor's ooPY of 7- 3 *heel! 0 t s i Q'n •C'r o -u p i °ttti or !It Po! S'b» lrattC4io*. CA 94 !33 416. P49 , 2010 / ,rox fed . 776. 9.960 iRRi'M/I,�Ti!rM4nFWN 'EA SHEET NO. I%ECEIVEb cr ry OF TUKWILA OLIO 1 9 1993 PERMIT CEP1 -1 *.11 _.SI'TEET 'N; VM!wwr�r.�.w+r. FeAMOMMES' AUTG.4ATIC 0008 Y.r..uMMll*no 3'411T-0" S0 31774)* S 3' O'f7+•c .: S mrpir SC'd� S'-0'W/1 -0' SSW 341X1`-4' .',► 3'.077.-0" 31r417' -08 SC11V 3'- 01x7' -0" Scw MTL • 20 MIN. M'TL. 20 TWIN km., , '20 NIA MTh 20 AKIN MT MIT. OE) STAIRS NIC COBBLIELS MAW Ma 41-8" 8' -3 1/2Y 7._8" DOOR SCHEDULE IZNERAL4 ALL LOCKSETS • TO BE S1'IAf3F CX.YYPIAD NLESS 0T/- RW SF NOTED. FINISH HARDWARE HARDWArE SHAD. BE US26O FINISH. { . ' 'A (MAIN WRY :. 1 R.W.N. AUTOMATIC SWIM DOOR TDY-W DOIBLE SWING w!°rte i r BOTTOM ;:RAIL. FINISH TO MATCH - CENITER STANDARDS. MOTOR TO GUMANTEE0 F6 : K YEARS. MOIR R,W.N, ADW BI-PARTING DOOR ASSEMBLY! S. SYSTEK4. ' DOORS TO HAVE " HI 1 1 1'-TCM `RMIL ? t1 FINI TO ; MATCH . Ma STANDARDS. • HARDWARE. PER B.W.N. ' PAcK,AEE IN 1P3 G PANIC BPEAKWAY. MOW C KAWI` T'I'ARA -XD PANIC alARD Dom. DOORS TO WL\ E 10b BOTTOM ' RAIL. ; .FINISH TO MATCH carrel STANDARDS. ' . PROVIDE SE ; PIVOT, WITH CONCEAL.) QV AD CLOSER, KEYING OF LOCK TO MATCH. OTHER T.r' IOR 00a5S. 4 1 3/4' kW. 000R WITH AUM. P SriY . PR FE.D PA •4 • :t EkeY TYPE 1 r -- TYP. AT (LI S D , STS" ' MCKINKY 4X4 1-V2 PAIR LSET ENTRY 'I~ . 'ail'' STOP 9.'114 S01 ' DO., ' TYPE GIP'E B1'FTS MCKI:I' Y 4X4 111/2 PAIR . • (.,OCKSET PASSA€E .R.NC.T4N CLOSS SIPA: SiviOTWE STOP'. c :Yw, t N;' DO& TYI ,F . • ELIA 1 1O : SW 6(, DOORS.," .O TO `S13..ECT . ; • 1T�� JAI 3S:1 .- F,OW . I TA .TQ IE i► IN Alti� IWERFAM, FOR,..DOOR HARM AUTOMATIC SLIDING DOOR MARK # 2 , IS INCLUDED IN THE DETERMINATION OF REQUIRED EXIT WIDTH FOR THIS TENANT SPACE. CONSEQUENTLY, THE PROPOSED DOOR ( "STANLEY" DURA- -GLIDE SERIES 2000) IS APPROVED AS MEETING THE REQUIREMENTS OF U.B.C. STANDARD 33 -1. SUBJECT TO THE FOLLOWING: 1. THE FORCE NEEDED TO MOVE EITHER DOOR LEAF INTO THE OUTSWING MODE SHALL BE SET AT 40 LBS MAX. 2. A SIGN IS PLACED ON THE DOOR STATING, "TO OPEN IN CASE OF EMERGENCY, PUSH ", PEIXO 234Alt DOOR . BOTTOM DRY MAT 1311 1 CI;DT'SI E) DEMISIM WALT.. -- TC ?N , -- '"—E) SJOEWAI.l '--- ""'` sle NC CITY OF TUKWILA . 07' .: " FOR . KNIT 9/341,41'' Mae FOR CONSMIXTO tn001i .04httgriC,lo+a,y�'.. 4$4 '$tor$ob'iavLn. -441 , Y4 1 , > iff# t?8 .' 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'3 4 5 6 7 8 NOTE: If the' microfilmed document is .less clear than this notice, it is due to the quality of the original document, 1. 1 1.:�.1�..1sf111sF.'1w'111.4t I...iI.!r i i ra1 I I if I 9 10 11 MADE IN :EPMP -1 ; 12, OE 8Z ee L, 9Z SIZ 9Z CZ •eI Lie OZ 61 8L 111 9L Si 'L CL ZL LL 0L 6 8 L 9 S +i c ZI Lj v 0 II11111111111111i11111111111111 11 11111111111 d11111111111111111.111R 111111 11111111i11!(Il1111U!>!1I,! 11111 !111111!U111�!111.11!„!�,u�ll ,,,111111111.,)4111111 ( 11111 ,X1111111111I11111111n11I111111 111111J�1111111111111111ii1 111111Ill111111111 111111!11111111111111 111111 !111H11111111111111lu111111 vii^.+. •fir' +l:1 . - , t'7' ;.:rr? . n. d: � � .'" w !: �•'J 1. � ,. v •;) 97' • • /r t� .,/,/%; EkeY TYPE 1 r -- TYP. AT (LI S D , STS" ' MCKINKY 4X4 1-V2 PAIR LSET ENTRY 'I~ . 'ail'' STOP 9.'114 S01 ' DO., ' TYPE GIP'E B1'FTS MCKI:I' Y 4X4 111/2 PAIR . • (.,OCKSET PASSA€E .R.NC.T4N CLOSS SIPA: SiviOTWE STOP'. c :Yw, t N;' DO& TYI ,F . • ELIA 1 1O : SW 6(, DOORS.," .O TO `S13..ECT . ; • 1T�� JAI 3S:1 .- F,OW . I TA .TQ IE i► IN Alti� IWERFAM, FOR,..DOOR HARM AUTOMATIC SLIDING DOOR MARK # 2 , IS INCLUDED IN THE DETERMINATION OF REQUIRED EXIT WIDTH FOR THIS TENANT SPACE. CONSEQUENTLY, THE PROPOSED DOOR ( "STANLEY" DURA- -GLIDE SERIES 2000) IS APPROVED AS MEETING THE REQUIREMENTS OF U.B.C. STANDARD 33 -1. SUBJECT TO THE FOLLOWING: 1. THE FORCE NEEDED TO MOVE EITHER DOOR LEAF INTO THE OUTSWING MODE SHALL BE SET AT 40 LBS MAX. 2. A SIGN IS PLACED ON THE DOOR STATING, "TO OPEN IN CASE OF EMERGENCY, PUSH ", PEIXO 234Alt DOOR . BOTTOM DRY MAT 1311 1 CI;DT'SI E) DEMISIM WALT.. -- TC ?N , -- '"—E) SJOEWAI.l '--- ""'` sle NC CITY OF TUKWILA . 07' .: " FOR . KNIT 9/341,41'' Mae FOR CONSMIXTO tn001i .04httgriC,lo+a,y�'.. 4$4 '$tor$ob'iavLn. -441 , Y4 1 , > iff# t?8 .' 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'3 4 5 6 7 8 NOTE: If the' microfilmed document is .less clear than this notice, it is due to the quality of the original document, 1. 1 1.:�.1�..1sf111sF.'1w'111.4t I...iI.!r i i ra1 I I if I 9 10 11 MADE IN :EPMP -1 ; 12, OE 8Z ee L, 9Z SIZ 9Z CZ •eI Lie OZ 61 8L 111 9L Si 'L CL ZL LL 0L 6 8 L 9 S +i c ZI Lj v 0 II11111111111111i11111111111111 11 11111111111 d11111111111111111.111R 111111 11111111i11!(Il1111U!>!1I,! 11111 !111111!U111�!111.11!„!�,u�ll ,,,111111111.,)4111111 ( 11111 ,X1111111111I11111111n11I111111 111111J�1111111111111111ii1 111111Ill111111111 111111!11111111111111 111111 !111H11111111111111lu111111 vii^.+. •fir' +l:1 . - , t'7' ;.:rr? . n. d: � � .'" w !: �•'J 1. � ,. v •;) 97' • • EXIT D00R% AT STOREFRONT TO HAVE SIGN ON TRANSOM STATING THIS DOOR TO REWAIN UNLOCKED DURING BUSINESS HOURS" IN 1" HIGH WHITE LETTERS ON A TRANSPARENT BACKGROUND. LOCKING DEVICE TO BE OF TYPE THAT IS READILY DISTINGUISHABLE AS LOCKED. DOORS WITHIN THE PATH OF TRAVEL FOR HANDICAPPED TO BE OPERABLE WITH A SINGLE EFFORT BY LEVER, PANIC BAR, OR PUSH/PULL HARDWARE. 3. EXIT DOORS TO BE OPERABLE FROM THE INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. DOOR CLOSURES TO BE ADJUSTED TO PROVIDE FOR .A MAX. EFFORT TO OPERATE OF 5 LBS. FOR INTERIOR DOORS AND 8.5 LBS. FOR EXTERIOR DOORS. EFFORT MAY INCREASE TO 15 LBS. MAX. AT FIRE DOORS. 5. THRESHOLDS SHALL NOT EXCEED 1/2" IN HEIGHT. 6. ALL WOOD AND H.M. DOORS TO HAVE 1 -1/2 PAIR BUTTS PER LEAF. 7, BOTH SIDES OF DOORS SHALL BE FINISHED THE SAME U.O.N. 8. ALL WOOD DOOR FRAMES AND TRIM SHALL BE A.W.I. OR W.I.C. CUSTOM GRADE SOFTWOOD U.O.N. 9. UNLESS OBVIOUSLY SHOWN OTHERWISE, DOORS NOT LOCATED BY DIMENSION SHALL BE CENTERED IN THE WALL OR LOCATED 4" FROM FINISH WALL TO EDGE OF DOOR BUCK. 10. ALL LEGAL EXITS SHALL BE PROVIDED WITH EXIT SIGNS HAVING 6" LETTERS WITH 3/4° STROKES IN CONTRASTING COLORS. 11. EXTERIOR SWINGING DOORS SHALL BE WEATHERSTRIPPED AT THE HEAD, JAMBS, AND SILL. PROVIDE DOOR TOP AND THRESHOLD. DOOR NOTES 1. DIMENSIONS SHOWN ON PLANS ARE TO FACE OF FINISH OR TO GRID LINES, UNLESS OTHERWISE NOTED OR DETAILED. 2. CEILING HEIGHTS SHOWN ON PLANS OR SCHEDULES ARE FROM FINISH FLOOR TO FINISH CEILING. 3. FOR SII AND LOCATION OF MECHANICAL DIFFUSERS AND SPRINKLER 1 -€ADS, SEE MECHANICAL PLANS. 4. PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY FIRE DEPARTMENT FIELD INSPECTOR. DURING CONSTRUCTION, PROVIDE A PORTABLE FIRE EXTINGUISHER WITH MINIMUM 2 -A RATING WITHIN 75 FOOT TRAVEL DISTANCE TO ALL PORTIONS OF JOB. 5. WHERE FACTORY PRIMED ITEMS OCCUR, SUCH AS GRILLES, DIFFUSERS, METAL TRIM AND ACCESSORIES, ETC., THEY SHALL BE PAINTED TO MATCH THE ADJACENT SURFACE. 6. EXPOSED PIPES, CONDUITS, DUCTS. VENTS, ETC. IN PUBLIC AREAS SHALL RECEIVE THREE COAT PAINT FINISH. 7. EXTEND PARTITION FRAMING 10 STRUCTURE ABOVE (UNLESS NOTED OTHERWISE). AND DIAGONALLY BRACE 4'--O" O.C. MAXIMUM. 8. PROVIDE FIRE DAMPERS WHEREVER DUCTWORK PENETRATES PATED WALLS OR CEILINGS. 9. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE TIMELY ARRIVAL OF ALL SPECIFIED FINISH MATERIALS, EQUIPMENT, AND ANY OTHER MATERIALS TO BE UTILIZED ON THE PROJECT. TI-E GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING WITHIN 10 DAYS OF DATE OF CONTRACT OF THOSE SPECIFIED ITEMS THAT MAY NOT BE READILY AVAILABLE AND OF EQUAL QUALITY AND DESCRIPTION. IF NOTIFICATION IS NOT RECEIVED BY THE ARCHITECT, THE CONTRACTOR ACCEPTS RESPONSIBILITY FOR THE PROPER ORDERING AND FOLLOW -UP OF SPECIFIED ITEMS AND WILL PURSUE WHATEVER MEANS NECESSARY, AT NO ADDITIONAL COST TO THE OWNER, TO INSURE AVAILABILITY OF ALL SPECIFIED ITEMS SO AS NOT TO CREATE A HARDSHIP ON THE OWNER NOR DELAY PROGRESS OF THE WORK. NO EXTENSION OF TIME TO THE CONTRACT WILL BE ALLOWED. 10. CONTRACTOR SHALL PROVIDE AND LOCATE ACCESS PANELS AS REQUIRED (FIRE--RATED IF REQUIRED) AFTER INSTALLATION OF MECHANICAL DUCTS. PLUMBING, AND ELECTRICAL WORK. ALL ACCESS DOORS SHALL BE FLUSH PANEL STYLE "M" OR FLUSH PANEL °FIRE-RATED" BY INRYCO /MILCOR OR EQUAL. 11, ALL DIMENSIONS SHALL BE FIELD VERIFIED AND COORDINATED WITH THE WORK OF ALL TRADES. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. '12. STUD SHALL BE METAL AT 16" O.C. UNLESS OTHERWISE NOTED. 13. SUBSTITUTIONS TO HVAC GRILLES AND REGISTERS, AND ANY OTRER ITEMS VISIBLE IN CEILINGS OR IN EXPOSED PUBLIC AREA SHALL BE SUBMITTED TO ARCHITECT FOR APPROVAL PRIOR TO PURCHASE. 14. DO NOT SCALE DRAWINGS. FLOOR PLAN NOTES CFISTOPHER LEFT HUNCERLAND CONSULTING ARCHITECT . 6301 ROSE LOOP NE BAINERIDG E, ISLAM) WA 98110 f1144 AMMO NOMA Ammo tutiouto MT CG #roil" J FIXTURE PLAN NO. DATE ISSUE 8/5/93 FOR PERMIT S�(�tCKR00M MUGS GLASS COFF OR BY r - I WIDE DISPLAYS 'TO BE [EVE' Or E WWIINE WORKS SF C L A. EA r STAN FURNITURE P0RTAL DECO /1vETAUACC. BATH POT INCENSE r COLLECTIBLES AND JEWE"4.EfiY :ACCESSORIES 720 SF CANDLES a 0 CARD SPIN 0 0 CHRISTMAS WORD 1200 SE 1I I; 1I 11 i1 I1 11 11 II IL HARDWOOD RJF 41TU E 600 SF BASKETS BASKETS CHIVE D TOWER REGISTER AREA PICTURE FAMES GARS! PRE PRINT PARTY PAPER CARTS +!i!s ;l,ix, .. 'Ya'd' :!"":,0.hC�S�. MX✓ s'X?6SS£Y.Wf+..e(A•'>✓••.f:..Ef ••• ••4? -- -.: G.M1+�WAY' YN= .,Sia�y.� '+' Tt1/. O' N'✓: i•..' 7' 79n' q2' 09? M.: f«✓ r.' e✓ sorI? 1.'/+ 1/ J/ A�+ R!. f' Y!! SI! roT`!'.. K%;+. 7NP. M1' AwiYW+ NY1.'.. M" W 46 1 II!' 1111II11111j111111 111111111I1111II111J1,(y,,1I'i► _I:l1(1f1i1. 'f '01�fi�fjl1F 0 t6 TN$ NCH 1 / 10 'A 4 �( I NOTE: OF 6e 8G LZ 9Z 5Z II11 1 will! I�i.' IIII! Ij1�1j1riIitIII,aill. 7 8 5 6 if the microfilmed document is less clear than this ( notice, it is due to the quality of the original document. 17Z ' CZ ZZ le Oz 611. 91 L► 91 91 471 Cl zl 01, 6 8 1 111! 11111I! 11111111h!! !1111!I!!I!III11!! 11111I!III !!!! III f ;111.1110111111111 11,411111 U111.11141111461 !!1!461 ��!IIEIIIII �!liil fl!1 'i IIII�!I(I II!I�I!!I�I!!I�!lii�l! i !I' lil�!!III!i11�111 PROJECT LOCATION STORE NO, COST PLUS -SOUTH CENTER 473 17680 SOUTH CENTER PARKWAY TUKWILA, WASHINGTON 98188 7ItII FIXTURE PLAN DRAWN LNS r,+,.y.nr.....,..�.i..,.c e...r.. .w...sro+.rww.w�v �+�^•�nw.x +. >'1 ;». rr]. rr•. d.,. �:. w. r,Y � .+in......v:a,.+w�..,!rv+•i.,.:. kI11111�l, Il11111111111I11111�1111111�111� 10 11 MADE Ri GERM 1(r 124 • 9I S h £ Z l riN (� Vti!I1i11111 llld1! 1111111111111111111111 .1!111111111!111111lil!III kg, SCALE .V8' 1' -0" CAD Mai CITY OF TUKWILA APPROVED S E P , 1993 DI !SIOt'I RECEIVED CITY OF TUKWILA AUG 1 9 1993 PERMIT CENTER 1/8' 1' - n to Del•1.9nQroup 466 North P,4nt Saw f`ratio4,eo. CA 14 133 615 . 749 . 1020 / fox 615 . 97A . 9860 SHEET M. OF A2.1 9 SI -EETS +.+a •/s1tY.ii�Y� 11 E�. CI-AISTOPHER LEET I-UIGERLAID CONSULTING ARCHITECT 6301 ROSE LOOP NE BAINBRIDGE, ISLAM) WA 98110 4443 Kasten A x i ciasTeraistIONGERLINO 3TAtl OF wow*, NO. DATE ME 8/5/93 FOR PERMIT BY _.■•".1 . .70_07 ..00...._._1101•... ._.....10/1_.._._...441.._... -,. .' • 1. SCALE 2. COFFEE GRINDER 3. COFFEE MAKER 4. UNDER COUNTER REFRIGERATOR 5. CASH REGISTER 6. THREE COMPARTMENT SINK 1,aa� roe+I� FOOD SERVICE EQUIP. SCHEDULE 1. COFFEE SAMPLES 2. SAMPLES OF PACKAGAES FOOD SUCH AS COOKIES AND CRACKERS. MENU 10 1, HEALTH DEPARTMENT INSPECTION REQUIRED ON COMPLETION OF WORK PRIOR TO OPENING. 2. ALL EQUIPMENT AND INSTALLATION WILL MEET NSF STANDARDS OR EQUIVALENT. 3. ALL SINKS AND LAVATORIES IN THE FOOD FACILITY WILL BE SUPPLIED W ITN-' HOT (MIN. 120 °F) AND COLD RUNNING WATER UNDER PRESSURE. 4. ALL AREAS OF FOOD FACILITY TO HAVE MIN. 20 FT, CANDLES OF LIGHT MEASURED 30" OFF FLOOR FOR GENERAL CLEAN -UP. 5. ALL LIGHTS SHALL HAVE SHATTER SHIELDS ABOVE FOOD AND STORAGE AREAS. HEALTHDEPARTMENT NOTES 14'-0" MARKET PLACE FRONT ELEVATION 17L6" 6 lya 1 1 . 2.,,0" 2� -9 71$, x-5-1 LFTJL2J 1Li1 3 COFFEE 4' -3 V4" 10._0" 2OI -O" 111-4" 11-7" CITY Or TUKWILA APPROVED SE.P g 1993 BUILIIN , DI ISION CANDY vam.wn.M.sswro.ni MARKET PLACE PLAN 2. -O" 4' -2" 3' -7" 4. -2` I- 1D 1/2 1 V2" 1 V2" 1 1/2" 14' -3 V2" 1 112" RECEIVED cI1Y OF TUKWILA AUG 1 9 1903 PERMIT CENTER NOTE: FOR EQUIPMENT EQUIPMENT ' O f)U�L��E MORE SE ABOVE C�fw' AND SEE SI EET E-4 FOR C It q 0 !It Y `T I0 . 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SCREW TO (E) AND 44) STUDS BY OTHMS AMO WALLED BY CONTRACTOR VDEER PLASTER P4 - WOOD PANELING tr-is V% PR BOX 8EAM 6' FUINB tg====== CITY OF TUK APPR (E) MAISINC, WALL 0%.°.0‘ N. RECIVED' CITY OF ;410(ge NOTE: bOORDINATE LOCATION OF STEEL ANGLES WITH CABIIETMAXER1 FOE WCMS MFG. INC. 602/437-8550 SEP2 0 1993 • f4,i CENTER NO. DATE ISSLE 9/11/93 wwwwwwww}wswaoro......1.111.... BY PROJECT LOCATIMI COST PLUS - SOUTH CENTER *73 17680 SOUTH CENTER PARKWAY TUKWILA, WASHINGTON 98188 'tau CHA R WALL OETALS BRAWN !As . .„47,W,41/111k. -01*-144,ift4&0101,17414/W-OX.4.e.x•-;-/ev.4 +lox .?.reierONEA. -!,3,.Nk*Ayil,4a&gati4-46-ia - 1(1IIIII J III:11111 ill 'ii:1-1,!'''11111111111111111114;1111t114"111111111111111:44"1.-.';''''''''. 8 16 THS INCH 1 flj3 4 5 6 7 11 mADE,...RmAK, 12- ,.-, 9 1 1 0 .r). . N. -- , NOTE: if -the' microfilmed document is less clear than this I notice, it is due to the quality of the 'original document. • OE 6Z 04 LZ 9Z GZ 17Z 'C e 3 LZ 0? 61, 81 Ll. 911 GL +71. CI Z1 1,11 cm. 6 8 , 9 G 17 C Z I vivi 0 sou N5 SHOWN 046101- PAM . .• - U M e,aitif n 0 Po up 463 Ho'rtit Pei%e ar • P sa 6- $4,3401 $ 4 3 3 4it$ . it* . 2Q. / fa* 4t$ . l4 . A-2.3 6101,$. r,,:i4-*0....?P,V1,1501/43,70)0441;Aliferfk • ■?. •-• 45-;', • F. C"...4.:1.1. r-_-- BOTTM OF SD FIT ti •101 -1° A.FF. FOR LOFT FIXTUE, SEE ELECTRICAL DRAWINGS SEE DRAWING 21A -2.4 FOR LOCATION AND EXTENT LINE OF SOFFIT AT EN) BEYOND asremorommeconamaem LIGHT AT RUG WALL 3 5/8° STEM.. CHANNEL NOTCFED I3ETWEEN SILOS VENTER PLASTER OVER ---3 5/8° GYP. B0. RUG CLIP SUPPL E BY COST PLUS 4 X 8 16GA L PLATE AT DIAGONAL BRACE LOCATIONS ATTAIHW TO BRACNG WITH 4 TR SCREWS AND ATTACK TO WALL WITH 2 V2° SCTEWS AT STUD LOCATIONS DIAGONAL BRACING 3 tit" X 26 GA. STUDS AT 4' -O° O.C. MAX. o OUTUNE OF GRAPHIC SIGN SHOWN 0ASFED, SKGN FUNISHED BY COST PLIES AND INSTALLED BY CONTRACTOR R4 RUG WALL ELEVATION CABINETS SUPPLIED BY OTF6S INSTALLED BY tRAL CONTRACTOR RUG WALL DISPLAY F I >ME S! 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IN PING t)iVlStr)N 4'.2° -.. 23'431 SECT ION THRU BOX BEAM '2' -11" BOX BEAM DETAILS 3°w1` -0" CI RISTORER LEET FUNGERLAND CONSL ..TING ARCHITECT 6301 ROSE LOOP NE BAN3RIDGE, ISLAND WA 98110 • a"? SECTION AT RUG WALL DATE �SSU V2"q-0" BY 10 RUG WALL FLOOR PLAN 9/17/93 PE;VISION "2 fitga' fi 553R9t f� SdUL1 f i�e[2LfiXaix �III�iI! �! III111�Illllll�lIII111�! IIIIIIIIIII1I� ,IIIi111�I;I�If"�i� 3 4 111111 III 1, 10111 111111111111111 !1i11( 11alh,111.!. 5 6 7 8 NOTE: If the microfil4aed document is less clear than this notice, it is due to the quality of the triginal document. PfaJrC•T LOCATION COST PLUS — SOUTH CENTER 473 17680 SOUTH CENTER PARKWAY TUKWILA, WASHINGTON 98188 TIRE RUG WALL !ETAILS DIVkViN SY SCALE AS SHOWN I I �I ii !I lI II II 1Ij1 I II! 111 1 111 ( !Ii ( 11! II II I !I 9 10 11 WA" GERMN(Y 12 O£ 6z 8z Lz 97. sz tiZ ' C7. ZIZ Lz OZ 61. 8l Ll 91 GI 471 Cl El 11 01,, 6 8 L 9 s h c Z L " O IIII � I1 II ! III 111!111 1111!1111I`111 II I I' ` �illllllil !! 1111!!! 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SALES AoBEA -- OP8d TO STRIXTUIE ABOVE WITH {RID CEILING AT Z'-O" iEq SKYLIGHT /FIRE HATCI'S REFLECTED CEILING PLAN 8/5/93 FO' PERMIT BY sal - v�rs•.n-�.wve.r: %%rte -.e.. r+,. r.+v.r�.N•� +s�na.Oter.a...,, -� • or`: t...IS:: .' ..�::.> „t..:•4 h,; ..)a < , :.. :..f t•.. .:.. .yr eY,t i#...8 �,. �r:,� VIII (III(1/11111(11111(I(1111111(1 111111( 1111 111.11,1119[114 1411 II �(II1111 (.111.111 1 I(, 6 0 16 MS INCH 2 s /'g$/3 4 t i -EXIT SIGN TYP. CITY OF TUKWILA APPROVED S P .. 1993 [?I!;I; ri G DI' ION NOTE: SEE ELECTRICAL DRAWINGS FOR LIGHT FIXTURE LAYOUT. PROJECT LOCATION STORE NO. COST PLUS" - SOUTH CENTER 473 17680 SOUTH CENTER PARKWAY TUKWILA, WASHINGTON 98188 TITLE REFLECTED CEILING PLAN DRAWN LNS SCALE 1/8" 11-0 " CHECKED IVY ..._ .'—, .»�+....- ,^mnuV . fl_ja F, .mrJio?:r.*.Xer.�y .PAadlaV.r+vma'r vsr• wovtYSaad. �iT.:. o" xufl+ 7•T!!/i+ti%1.t'?7t- DS4Nt- r..'AOa .Y�?;•/�.s:u....: tv�'.;: c.,-.. :.sE+�-;;'.lu:f. ... s . .t..... 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OF A -3 SHEETS :' ntiY.�'P•fc .�- mss.":' <�S.b�i <,3'nri : itGx�f7�'. fN4' o; �3.` sy` te..,.. d{ 4s�di. �i .1f`>Y.,�nx"/,+�'l.2e`�"A`I?'Qe �t�'"} �' �N7s.!'!? �- �' vS' s"f J. �: �: v��t. �ti.` X". tipi�' �.-.} u' �1 .fi'1�'"' +PY's�+".�lr..�L;rs;r ,.. .. q l WATER RESISTANT GYP. BO. TYP. ALL WALLS - PAINT DEODORANT /� OVER BLOCK DOOR, COAT HOOK MARLITE PAPER TOWEL DISPENSER INCUATED WATER PIPE AND DRAIN PIPE NOTE- PROVIDE BACKING (OF WAINSCOT THICKNESS) B&IIND MIRROR & PAPER TOWEL DISPENSER ABOVE WA MCAT !EIGHT- CAULK EDGE W/ WHITE SELICC0+E WAT81 RESISTANT GYP. 8D. TYP. ALL WALLS - PAINT MOOR GRAB BAR SOAP DISPENSER MOW' WITH (3) NICKEL (NOW PLATED SAWS *6 X 1 1/2" MIN MIA GYP. BD. CEILING PA INT GRAB BAR DOLE C TOILET PAPER DISPENSER NOTE: INSTALL ACCESSORIES WITH SC,'REWS OR BOLTS EXTENDING AT LEAST 1' INTO SOLID BLOCKING. BASE - S F {NISH SCHEDU.E I TOILET ELEVATIONS ClilISTOPFER LEET HUNGERLAND CONSULTING ARCHITECT 6301 ROSE LOOP NE BAINBRIDGE, ISLAND WA 98110 0 GYP. 8D. PAINTED, TYP. SECTIONAL ELEVATION NORTH PNELIMINARY RL WALL — VE3R PLASTER OVER 5/8" GYP. 8D.. PAINTED GYP. BD. rPAINTED, TYP, GYP. BD. PA INTIM, TYP. 1/8' -l'-O' NO. DATE ISSUE 8/5/93 FOP PERMIT SECTIONAL ELEVATION SOUTH BY 1 11 /11til11111111 11111111111111f 1111l11J1J1J1JJ U.i;1111111 q 0 6THSINCH 1 2 l;°'3 06 6Z se LZ 9Z SI Z 1111111111111111 1111IIIIIIIIIIIIIIIIII111111111 Till 1111 i Iij lid ii iiiti 1`11 1 i�IIUVTISiitl ii ,p,, iil 4 5 E ''� 8 NOTE: If the microfilmed document as less clear than this notice, it is due to the quality of the original document. PROJECT LOCATION STORE J. COST PLUS - SOUTH CENTER #73 17680 SOUTH CENTER PARKWAY TUKWILA, WASHINGTON 98188 INTERIOR SECTION AND TOILET ELEVATIONS SCALE 1/8" - 1'-0" TITLE DRAWN JC !! I• Ilr{l.l ill 1111111IIIIII111111111111IIII1Iillili1Il 10 11 WGEFNGERif)Y 12" c MM 7. Z.Z tZ OZ 61. 8L LL 9L Si 7'L CI Z1. LL Ql (3 9 L 9 SI +7 £I Z L r Q iii{.�1111I 1411111ilUl 11[11 111P110/1lla1li!1111�1l ILUIJIIIII!Rj)41I� 1 II11 11(l�Iil 11111,lllllll)11Illllllllfll 1 ��1111111111 �i 11111 11111111111111111111111111111llllll11111111111I�iililn {II I .• l� 1� l lJ 111111 lii� • CITY OF TUKWILA APPROVED '$EPA .1993 B! li _LEI 1G 0 IOM - RECEIVED CITY OF TUKWILA AUG 1 9 1993 PERMIT CENTER V8' M1'- M 1 1 o C •I t T) e s i g n C r o +s p 466 North Potsat S P A P r a n c t o c o, C A 8 4 1 5 3 415 . 749 5020 / fax 416. 776 8660 SHEET NO. A -4 OF SHEETS ._ .... . IC iT 24' -1' __.._ +� 24'-1' fEMARKs 2a'-1' TO UNDERSIDE OF ROOF SHEATHING ' AREA SALES AREA FLOOR MATERIAL STAB C� BASE 6" COVE VR'M. NONE WALLS MATERIAL GYP. Be. FINISH PANT/ FACTORY CEILING MATERIAL OP94 TO (E) STRUCTURE OP94 TO (E) STRUCTl E I 24'-1' TO MONDE OF ROOF SCATHING 'STOCKROOM STAND COi TE GYP. BO, PANT/ FACTORY Ct1RR,.IDOR "1 STAINED l coNcwTE 6" COVED VNYL. GYP. BD. PAINT/ FACTORY GYP. BU. PAINT 8'-O" SIAPeCED ACOUSTIC TILE, FACTORY 8'-01 EMPLOYEE LOWGE VINYL 6" V 4YL BASE GYP. BD. PANT/ FACTORY DICE G IE DOWN CARPET 4" VINYL . BASE GYP. BD. PAINT/ FACTORY SUSPENDED ACOUSTIC TILE, FACTORY 8' °O' _ COWING CLUE DOWN CARPET 4" VINYL_ BASE GYP. BD. PANT/ FACTORY SUSPB(DED ACOUSTIC TILE, FACTORY 81-O" *2 STAB CITE 1 6" COVED VINYL GYP. BD. PAINT/ FACTORY GYP. BD. PAINT 8'-O'� ._ . _ PUBLIC TOILET'S -- VRJYL 4" VINYL BASE GYP. BD./ MARLITE PAINT/ FACTORY GYP. BD. PAINT 81-O' _____ JANITOR _______L___ FINISH STAINED COt RETE SCHEDULE PfOrIE GYP. BD. - PAINT/ FACTCIW GYP. BD. I PAINT L 8` -0" ... - CIR ISTOPI ER LEET HUNGERLAND CONSULTING ARCHITECT 6301 ROSE LOOP NE BAINBRIDCE, ISLAND WA 98110 NO. DATE 8/5/93 FOR PERMIT ISSUE GYP. BD. 1 PAINTED, TYP. SECTIONAL ELEVATION EAST \- MARKET PLACE CIO BRICK AND GYP. BD. PAINTED, TYP. SECTIONAL ELEVATION WEST BY ✓,r,'��is�d'�jfpd•+ " r �' �x J�:� v 1 �,:- . ;c. 1y ^ +sr v 1111 ► i1 )1 11 1l iI )I 1I 1I i)I 1l )i il 1l 1l) I i�I 1I �y1C�IV ilf I i11I.1I(iI)G ' i 1 1 I i III' III !lilt 1 1 111 t ` 0 16 THS INC r1 � 2 3 4 5 '7 NOTE: If the microfilmed document is tees clear than this f notice, it is due to the quality of the original document. r o :: 6Z 8r LZ 9z sz 47Z ' ez 7,Z tfe OZ 61 8t 114111111; iI1liIIIIIIIIIlIIIIIIIIIII1IIIIIIIIIIIIlillliIIIMlka llIdlalUIn ililltli11 )11111),111111116 1 PROJECT LOCATION STORE NO. CAST PLUS - SOUTH CENTER '73 17680 SOUTH CENTER PARKWAY TUKWILA, WASHINGTON 98188 TITLE INTERIOR SECTIONAL ELEVAITONS DRAWN JC 1111 I�III IJ! 14114,1111 II '414,,i1111111111111111 1 111 111 Ili ill 111 111 1lii111i 9 10 11' MADE R4 ww( 12 � 91 91 It el Zt 11 oL 6 8 G i` 9 s ii s~ Z t ww 0I �1111�1111 4;11 I Ii 1li til,llllo i IIIlIIIIIIIIthRlipfilj IjIIJ11,1111 l I{ Illl�fllilll�lill! IlllllillIIIlLllil11111�1�111�11�lllflll�IIIIIIIIIEIiIIi SCALE 1/8' - 1_4,. CHECKED MM IAota11 Dosig nGroup 4 6 6 N o r t h P o 4 n t a1, pr 4 n c l a c e. CA 04 1 33 415 . 749 2020 / fcu 415 776 8864 I 1F TUKWIL,A APPROVED SEP . 1993 RIIII 0, G DiViSiON RECEIVED CITY OF TUKWILA AN 1 9 1393 PERMIT CENTER V8' _ ne SHEET NO. A -4.1 OF SHEETS Ct.- .-c.•J .. h:e /.• ✓T., -'/'.4 #t lvr.•^4 ,- r.^s1,2,7, y,, iY.r „foot. CHRISTOPHER LEET HUNGERLAND CONSULTING ARCHITECT 6301 ROSE LOOP NE BAINBRID(; ISLAND WA 98110 NO. DATE ISSUE 6/6/93 FOR PERMIT MAW WNW $ O ' $1AT G WiA3#dt+TO 4 KaSITPINE BY k----- - , (E) BRICK PANELS TO REMAIN (N) ALUM. AND CLASS STOREFRONT BY TENANT STOREFRONT ELEVATION VE) BRIG( PALLS TO REMAIN () WILL. gi) ALMA. AND GLASS STOEFRONT BY "I lot(N) WILL - PLASTER OVER )_BRICK PALLS METAL STUD BY TENANT, TYP TO REMAIN PROFILE TO MAT;; (E) BRICK PANELS drimrAgmeassolftwalialeinvoeM CITY OF TUKWILA APPROVED SEP, 1993 RECEIVED CITY OF TUKWILA AUG 1 9 1993 PROJECT LOCATION COST PLUS -- SOUTH CENTER 473 17680 SOUTH CENTER PARKWAY TUKWILA, WASHINGTON 98188 TITLE STOREFRONT p.EVATIQ`! MD SECTIONS DAWN LNS SCALE 1/8 °° 1' - 0" CI-Ea<ED KIN IIIJII( IJ�I 1IJ Oil IJ I(Il►JI� • I� II f .�� yi • .. ' . - 1T d�aa3t5 rska,.=a . ,y.. >. 111111111 1111111111111111 111I1111111ii1111III1111ijip111 4fri1 (Ill 1 I1 . i ► i I. l 0 ,° itis INCH 1 2 z /3 4 5 6 7 8 9 10 11 12 f AgMbk. AS .✓ NADEINGEAmANY k ry. I NOTE: If the microfilmed document is less clear than this . ' " I notice it is due to the `- 1 1 • ' quality of the priginal document. I 06 6Z 8G LZ 9Z SZ VZ ' EZ ZZ tZ 02 6L et Lt 95 St +�t Et Zt LL Ol 6 8 L t 9 S °i e Z t HI" 0 „- ! I1ll''�I!II�fi� {I�,I�1 l��II {,l ! J { IIIIIIIIIi IIIIIIIII IIIIIIIII IWIIIII MIIIII Ililll n IIIIIf I uluiiii ilts�i'iill ,111 11111 1,1thiyf IIII�11 ,11 I111NIIIIIi114 III,i1 IIIII i, likIIIIII �IIIInII flllllIIIIn I I,. Milli Nil 111111'li Ilill IlnIIIII IIIIIIIIIIIIII(!llillll III` I > _ ...., ..,,�. � � ...:, .- .��.,�) �-V; -„ �?� -::... I �I,llilll IIIIIIIIIIIII Id BO rdoC•O# D• s i g n C r o u p 4 6 5 N o r t h P o l n t S a n l r a n o t a o o. C A 9 416 . 749 . $0£0 / fax 416 . 4195 ?76. 8869 SHEET NO. PERMIT CENTER a -5 OF SETS i k----- - , (E) BRICK PANELS TO REMAIN (N) ALUM. AND CLASS STOREFRONT BY TENANT STOREFRONT ELEVATION VE) BRIG( PALLS TO REMAIN () WILL. gi) ALMA. AND GLASS STOEFRONT BY "I lot(N) WILL - PLASTER OVER )_BRICK PALLS METAL STUD BY TENANT, TYP TO REMAIN PROFILE TO MAT;; (E) BRICK PANELS drimrAgmeassolftwalialeinvoeM CITY OF TUKWILA APPROVED SEP, 1993 RECEIVED CITY OF TUKWILA AUG 1 9 1993 PROJECT LOCATION COST PLUS -- SOUTH CENTER 473 17680 SOUTH CENTER PARKWAY TUKWILA, WASHINGTON 98188 TITLE STOREFRONT p.EVATIQ`! MD SECTIONS DAWN LNS SCALE 1/8 °° 1' - 0" CI-Ea<ED KIN IIIJII( IJ�I 1IJ Oil IJ I(Il►JI� • I� II f .�� yi • .. ' . - 1T d�aa3t5 rska,.=a . ,y.. >. 111111111 1111111111111111 111I1111111ii1111III1111ijip111 4fri1 (Ill 1 I1 . i ► i I. l 0 ,° itis INCH 1 2 z /3 4 5 6 7 8 9 10 11 12 f AgMbk. AS .✓ NADEINGEAmANY k ry. I NOTE: If the microfilmed document is less clear than this . ' " I notice it is due to the `- 1 1 • ' quality of the priginal document. I 06 6Z 8G LZ 9Z SZ VZ ' EZ ZZ tZ 02 6L et Lt 95 St +�t Et Zt LL Ol 6 8 L t 9 S °i e Z t HI" 0 „- ! I1ll''�I!II�fi� {I�,I�1 l��II {,l ! J { IIIIIIIIIi IIIIIIIII IIIIIIIII IWIIIII MIIIII Ililll n IIIIIf I uluiiii ilts�i'iill ,111 11111 1,1thiyf IIII�11 ,11 I111NIIIIIi114 III,i1 IIIII i, likIIIIII �IIIInII flllllIIIIn I I,. Milli Nil 111111'li Ilill IlnIIIII IIIIIIIIIIIIII(!llillll III` I > _ ...., ..,,�. � � ...:, .- .��.,�) �-V; -„ �?� -::... I �I,llilll IIIIIIIIIIIII Id BO rdoC•O# D• s i g n C r o u p 4 6 5 N o r t h P o l n t S a n l r a n o t a o o. C A 9 416 . 749 . $0£0 / fax 416 . 4195 ?76. 8869 SHEET NO. PERMIT CENTER a -5 OF SETS • 3 5/8 MTL STIRS 5/8" GYP. ED. ALL AROUND EXISTING W000 COL' CORNER BEAD, TYP. NOTE: FUR'S OUT COUANS AHE IN SALES AREA ONLY AND SHOW) BE B�JLT TO X16' -0' O#JLY - ABOVE"'. IT WILL BE EXPOSED WOOD COLUMN NORTH ALIt FLOOR WITH FLOOR PLAN FURRED OUT COLUMN 3/4" �X PLYWOOD 8" STEEL JOISTS AT 16' Q.C. ---3 Ir 2 LAYERS 5/8' T YF'E . 'X' GYP. BD. 5/8' T 'X' GYP. BD.1 - - BOTH SIDES BOTTOM OF SLR GYP W. CEILING, SEE 3-5/8' X16 GA. STUDS AT 16" O.C., TYP. "S1.� ACOUSTICAL Tex CE I NG, _, - T, -011 � \JJ EXISTING MASONRY WALL, EXISTING DEVISING WALL, OR NEW PARTITION WALL WHERE COORS; SEE PLANS AND ELEVATIONS FOR LOCATIONS 410, -0" +6'°0' ,11,.01 VERY WITH COST PLUS -‘44- (- FOR ATTACI3ENT OF Lam, ATTACH AT STU) LOCATIONS AT ALL RAMED WALLS. AT MASONRY WALL, ATTACH AT EVERY 16' O.C. MAXIMUM - COUNTERStM( SCREWS. -- CONTINKSJS 1 X 4 MOF LBJ(R FOR ATTACHMENT OF WALL FIXTURES. PAR& AND PANT To IttATCH WALL COLOR P11 FOR LOCATION, REfel TO FIXTUJE PLAN AND r- OVATIONS 1' -0 :. °s`'!3?. CHRISTOPHER LET HUNGERLAND CONSULTING ARCHITECT 6301 ROSE LOOP If BAINBRIDGE, ISLAND WA 98110 14 A-6 ITT � 1.�CORRIDUA. 1 HOUR WALL SECTION cAOaainoai 3/4" cox PLYWOOD 8" STE 1 JOISTS AT 16' O.C. 2Y FIFE BIOCJ(I!G BETWEEN JOISTS BOTTOM OF (E) STRUCTURE (3) Taws MilltALM 3/8' DIA. X 334' WEJ-IT EYEBOLT — 10 GA. HAf+R WIRE 4 -WAY, 45. '1'2 GA. WIRE B.TtACING AT EAC'R LATERAL BRACING CHAN1. ; AR RYING CHANE. AT 4'-O' 0.0. 5/8' TYPE 'X' GYP. 80. OVER 7/8' METAL FARING AT 24" O.C. °F8 SELF-TOPIC SCREWS TO PREVENT St.IPPAGE OF WFE TIES Fr ��"�,�yrr AI • c-� 2 LAYERS 5/8' Tuft n' GYP. 8D, WHERE PECIIIRED FOR 1 HOUR FIFE RATING 5/8' TYPE 'X' GYP. BD. BOTH SIDS SUSP3 GYP. ED. CEILING WHERE •0 ., SEE 3 -5/It" X16 GA. STUDS AT 18e O.C., TYP. SOUR) INSULATION AT TOILET ROOM WALLS act NOTE: FOR FINISH MIL REFLECTED CEILING ' AND FINISH SCIL.E, • —� 1 'YES. SEE SHEET A -3 A -4.1 BOTTOM OF JOIST SUSPDIDE•D ACOUSTICAL FILE C LNG WHE OCCURS, SEE A-6 6 A.F. FINISIfD 98'-0" A.F.F. YPSUM BOARD CEILING J i • TOP TRACK, I-EIGHT VARIES SECTION 11_01 SIMS (SIZES VARY, SERE SHEET A -1) 16" O.C.,. MAX. LOCATE STUDS 1N)Hi E=ACH . PLATFORM JOIST AND EACH SIDE OF ALL PL1M31NG PIPES (WOE OCCURS) BOTTOM TRAM SUE VARIES S IMPSOtN LTT2O 'THROUGH EDGE STW INFO PLYWOOD WITH "8-1EI x W8" SLOTTED HWH TEKS - (3) pI 'sTE.AD OF 16 D'S. 3/4" PLYW000 OR OSB BACKING ONE V2" DIA„ HII.TI KWH( BOLT. BOLT TO SLAB ON GRADE.. 3" MIN. FVBE0ME4T, TYP. EXISTING SLAB ON GRADE -- -- ) PARTITION WALL 'OCKR00IV1. . 1 -0 11 ALL FRAMING /HOLD -DOWNS T-J1' 6 METAL STUDS —�---- -- --- EXISTING W000 COLUMN 5/8" TYPE 'X' GYP. BD. BOTH SIDES �9e7.�l�E MARKETPLACE WALL n COL. NUJ, DATE ISSUE 9117/93 F€/1SION *2 1414. r,i 7++i :.ri ": L. i,.'t�`Grt. j ✓;7- - :t�.1s : 'cj' Y 1414' .•x HOLD -DOWN ASSEMLY AA`J BACKING. SEE DOOR FRAVE (WHE OCCURS) i� 1111 1NI • r • G • . • . o • ' • , . f . HOLD -DOWN ASSEMBLY AND BACKItNG. SEE 1, A CQBNER I•�l I Il —j L.._ 111rILJ 4- 10 'OLD -DOWN DETAILS BY s �y -1414 ;., ,. 1414_ . 14:14, .... • L17FZ' ,. �, 1414, . -. 1�ii�'�sr�i' • I i IIIIIIIIII,IIIIIIIIIII_�IIII ►� 0 1Y'. THS INCH 1 2 �� z 4 !w'..- 1414 "14»14^ FLATTEN HID OF STRUT VERTICAL ANTNJPLFT STRUT OR V2' DIAMETER RIGID COI3JIT AT 144 SQUARE FEET OR LESS. NATC�i LOWER END TO FIT OVER ! R WITH V4' DIAIuETE R WWI* BOLT AND 3/8' MAW, T13 WEJ-IT EYEBOLTS TO STRUCTIJ!fiE ABOVE .P ANGLE Al WALL TYP. ATTA(7{ TO FLt IiR WITH *10 X 1 1/2' SHEET MTh. SCREWS 10 GA. VERTICAL HANGER WIRE AT 4'-O' O.C. (SHOWN DASHES)) _ -- __ (4) 12 GA. LATERAL BRACE WIRES AT 12'-O" Of. EACH WAY. SPLAY AT 45 DE GEES FROM EACH OTI€f AND SET BACK 1" FROM INTERSECTION OF RIMERS. MAP4 RRI R CROSS RUMNeesT SPECIFICATION: 1 EXPOSED °T' MID. USG-DONN DX24 SYSTEM OR EOJrVEI•.AMT LAY �J ACOUSTICAL PADS. � INTERIORS OMINI FISSUPED *345 24" X 48' X 5/8' THICK SQUARE t3X . WHITE FACTORY APPLIED PANT FINISH OR EOIJNEtANT. ACOUSTICAL TILE CEILING 5 � fii'.11I I,! 111 I,I I i,;i I�11�C•I,E�I NOTE: if the • microfilmed docum• ent is less clear than this notice, it is due to the quality of the original document. Oc 6Z ee LZ 9Z GZ hZ £Z ZZ lZ 0z 61 81 LI 91 SI ., £l Zl ll (�1, 6 9 I { I I I 1 I 1' 111lI111 11111111111111111Il 1116 11inilmiliIIIIII�Ii!III�IIIIi lliIIldri. � !1 1111L1u ulli(i!;,11J1Iitlllll :uhuth,il a!ff)Illllll , !Ili lliil ii 1 [111 ;11! IIIII11I11111111111111DILL IIIIEIIII (I'I!iilil FACE OF WALL (WIFE OCCURS) TEKS .AT 6' O.C. 3/4" CDX PLYWOOD 3" - 11_01 7806 (3) TE XS FJACI•I BETWEE3�N EACH RAFTER TEKS AT 7' O.C. 3 -5/8" X 16 GA. STNS AT 18" O.C., TYP. TEKS AT 6' O.C. 3/4" CDX R I w000 (3) TEKS EDGE STUD TO EACH EXISTING WALL STUD FOR LENGTH OF PLA. T FORM (N} Ft/i.L HEIGHT PARTITION 1' PLATFORM FRAMING DETAILS PROJECT LOCATION COSH PLUS - SOUTH CENTER 473 17680 SOUTH CENTER PARKWAY TUKWILA, WASHINGTON 98188 TITLE DETAILS SCALE - .�.....,..�........... -+•.- 1414.:...• -. . �... ..- - ..+«...�a -1414, ' 5/8' GYP. BO. ON 3-6/8' METAL STUDS. PRtJV TYPE 'X' AT PAT!.' PARTITION. 3-5/8" 20 GA. STRUM AL STUD. ANCHOR TOP AND BOTTOM OR D 20 GA. s'rUD, METAL FRAME - I -DOWN DRYWALL 16 GA. DOUBLE RABBET WITH C MHESSION A� DOOR ......r.r.ro- ..w.rr w...�...... EAD/JAMB-K.D. FRAME coNO r ors MTL. STUD FRAM!, TYP. 1-1/2' X 3' X * A. CHANNEL CLIP ANGLE V4' LESS THAN STUD WIDTH, TYP, ATTACH WITH (4) 5/6" *S-12 SCRE'YWS OR 3/4" WELDS IN (3) FLAGS. 3/4" 16 A. CC D-RO1LED UWAt. SPACED AT 4' -0' O.C. HORIMTALLY. NOTE: PROVIDE BRIDGING AT ALL WALLS, s 1. .,.....,....- 1414- .- .- �-.... AS SHOWN DRAWN M11 1414 +/1414 "_ ♦ f II � >T�!'l1I! {111!1 I�IIIiI I�IIi�I•-I�ji�i�I IIr �I I 1 I I 9 10 11 MADE It OERMNtY 12 • 9 SII h £ Z I ww O 1U11111II11111111l IIIiI111111111111llllll111111IIIIIIIIIIIIIIIIIIII TYPICAL BRIDGING DETAIL (E) STRICTURE OR OO PtATFOI A — Or- PROVI SEALANT, BOTH SIDES 3-6/8' wt.. TRAM M. ANCHOR TO (E; S1WJCTIJRE AT 24" O.C. MAX. AN) 1'2' FROM EACH END f IL-CTli*l MEAD AT (E) STRUCTURE ,1H r d d r/. 11 *0 liALf Sim 6' XI GA 114CL STNS AT 16" O.C. 5/8' TYPE 'X' GYP. 80. BOTH SCES (SEE aEVS. FOR PAINT SCHEDtle FINISHED EILNG '. 1 HR RATED IN =ROM FOR CROSS SECTION SEE DETAL 2/A-6 MTI. STUD TRACK. ANCHOR TO FLOOR AT 24' Q.C. MAX AND 12" FROM EACH Et -N. \N\ BASE Aid) FINISH FLOOR (SE FINISH SCIEi)U E) FLOOR SLAB u ''` OF TUKWIIL A� APPROVED SEP cj 1993 U D!{ LDIN 'a DIVISION CI�RECEIWO OF TUKWILA . SAP 2 9 1993 PERMIT CENTER NOTE: 1#f{ RATED WALL ASSEt.Y SHALL COMPLY WITH GYPSUM ASSOC. "WP- A41 If20 °C1632 WALL TYPE AS SHOWN O N coe T -HR. RATED PARTITION Design Croup M SS N o r t h P i o 5aa rra,tetvice.C,1 r�4f$s 416 . 749 . 2010 / fax 413 . 776 8C80 SHEET NO. Of A -6 - .,..,.....• r cz� . �: �i^ -• ,��:FT't "��_ �'f ..;Y : Y?k' ?t•� �; +'r-s�,�S?'...:` ;'r +� 1414.. ?�" - x SfEETS s d. 1414 _ ..x. 14,;14 ;ilk - riik'. s� � � /'� .•- i • JMN .. 1414... NOTE: FUR'S OUT COUANS AHE IN SALES AREA ONLY AND SHOW) BE B�JLT TO X16' -0' O#JLY - ABOVE"'. IT WILL BE EXPOSED WOOD COLUMN NORTH ALIt FLOOR WITH FLOOR PLAN FURRED OUT COLUMN 3/4" �X PLYWOOD 8" STEEL JOISTS AT 16' Q.C. ---3 Ir 2 LAYERS 5/8' T YF'E . 'X' GYP. BD. 5/8' T 'X' GYP. BD.1 - - BOTH SIDES BOTTOM OF SLR GYP W. CEILING, SEE 3-5/8' X16 GA. STUDS AT 16" O.C., TYP. "S1.� ACOUSTICAL Tex CE I NG, _, - T, -011 � \JJ EXISTING MASONRY WALL, EXISTING DEVISING WALL, OR NEW PARTITION WALL WHERE COORS; SEE PLANS AND ELEVATIONS FOR LOCATIONS 410, -0" +6'°0' ,11,.01 VERY WITH COST PLUS -‘44- (- FOR ATTACI3ENT OF Lam, ATTACH AT STU) LOCATIONS AT ALL RAMED WALLS. AT MASONRY WALL, ATTACH AT EVERY 16' O.C. MAXIMUM - COUNTERStM( SCREWS. -- CONTINKSJS 1 X 4 MOF LBJ(R FOR ATTACHMENT OF WALL FIXTURES. PAR& AND PANT To IttATCH WALL COLOR P11 FOR LOCATION, REfel TO FIXTUJE PLAN AND r- OVATIONS 1' -0 :. °s`'!3?. CHRISTOPHER LET HUNGERLAND CONSULTING ARCHITECT 6301 ROSE LOOP If BAINBRIDGE, ISLAND WA 98110 14 A-6 ITT � 1.�CORRIDUA. 1 HOUR WALL SECTION cAOaainoai 3/4" cox PLYWOOD 8" STE 1 JOISTS AT 16' O.C. 2Y FIFE BIOCJ(I!G BETWEEN JOISTS BOTTOM OF (E) STRUCTURE (3) Taws MilltALM 3/8' DIA. X 334' WEJ-IT EYEBOLT — 10 GA. HAf+R WIRE 4 -WAY, 45. '1'2 GA. WIRE B.TtACING AT EAC'R LATERAL BRACING CHAN1. ; AR RYING CHANE. AT 4'-O' 0.0. 5/8' TYPE 'X' GYP. 80. OVER 7/8' METAL FARING AT 24" O.C. °F8 SELF-TOPIC SCREWS TO PREVENT St.IPPAGE OF WFE TIES Fr ��"�,�yrr AI • c-� 2 LAYERS 5/8' Tuft n' GYP. 8D, WHERE PECIIIRED FOR 1 HOUR FIFE RATING 5/8' TYPE 'X' GYP. BD. BOTH SIDS SUSP3 GYP. ED. CEILING WHERE •0 ., SEE 3 -5/It" X16 GA. STUDS AT 18e O.C., TYP. SOUR) INSULATION AT TOILET ROOM WALLS act NOTE: FOR FINISH MIL REFLECTED CEILING ' AND FINISH SCIL.E, • —� 1 'YES. SEE SHEET A -3 A -4.1 BOTTOM OF JOIST SUSPDIDE•D ACOUSTICAL FILE C LNG WHE OCCURS, SEE A-6 6 A.F. FINISIfD 98'-0" A.F.F. YPSUM BOARD CEILING J i • TOP TRACK, I-EIGHT VARIES SECTION 11_01 SIMS (SIZES VARY, SERE SHEET A -1) 16" O.C.,. MAX. LOCATE STUDS 1N)Hi E=ACH . PLATFORM JOIST AND EACH SIDE OF ALL PL1M31NG PIPES (WOE OCCURS) BOTTOM TRAM SUE VARIES S IMPSOtN LTT2O 'THROUGH EDGE STW INFO PLYWOOD WITH "8-1EI x W8" SLOTTED HWH TEKS - (3) pI 'sTE.AD OF 16 D'S. 3/4" PLYW000 OR OSB BACKING ONE V2" DIA„ HII.TI KWH( BOLT. BOLT TO SLAB ON GRADE.. 3" MIN. FVBE0ME4T, TYP. EXISTING SLAB ON GRADE -- -- ) PARTITION WALL 'OCKR00IV1. . 1 -0 11 ALL FRAMING /HOLD -DOWNS T-J1' 6 METAL STUDS —�---- -- --- EXISTING W000 COLUMN 5/8" TYPE 'X' GYP. BD. BOTH SIDES �9e7.�l�E MARKETPLACE WALL n COL. NUJ, DATE ISSUE 9117/93 F€/1SION *2 1414. r,i 7++i :.ri ": L. i,.'t�`Grt. j ✓;7- - :t�.1s : 'cj' Y 1414' .•x HOLD -DOWN ASSEMLY AA`J BACKING. SEE DOOR FRAVE (WHE OCCURS) i� 1111 1NI • r • G • . • . o • ' • , . f . HOLD -DOWN ASSEMBLY AND BACKItNG. SEE 1, A CQBNER I•�l I Il —j L.._ 111rILJ 4- 10 'OLD -DOWN DETAILS BY s �y -1414 ;., ,. 1414_ . 14:14, .... • L17FZ' ,. �, 1414, . -. 1�ii�'�sr�i' • I i IIIIIIIIII,IIIIIIIIIII_�IIII ►� 0 1Y'. THS INCH 1 2 �� z 4 !w'..- 1414 "14»14^ FLATTEN HID OF STRUT VERTICAL ANTNJPLFT STRUT OR V2' DIAMETER RIGID COI3JIT AT 144 SQUARE FEET OR LESS. NATC�i LOWER END TO FIT OVER ! R WITH V4' DIAIuETE R WWI* BOLT AND 3/8' MAW, T13 WEJ-IT EYEBOLTS TO STRUCTIJ!fiE ABOVE .P ANGLE Al WALL TYP. ATTA(7{ TO FLt IiR WITH *10 X 1 1/2' SHEET MTh. SCREWS 10 GA. VERTICAL HANGER WIRE AT 4'-O' O.C. (SHOWN DASHES)) _ -- __ (4) 12 GA. LATERAL BRACE WIRES AT 12'-O" Of. EACH WAY. SPLAY AT 45 DE GEES FROM EACH OTI€f AND SET BACK 1" FROM INTERSECTION OF RIMERS. MAP4 RRI R CROSS RUMNeesT SPECIFICATION: 1 EXPOSED °T' MID. USG-DONN DX24 SYSTEM OR EOJrVEI•.AMT LAY �J ACOUSTICAL PADS. � INTERIORS OMINI FISSUPED *345 24" X 48' X 5/8' THICK SQUARE t3X . WHITE FACTORY APPLIED PANT FINISH OR EOIJNEtANT. ACOUSTICAL TILE CEILING 5 � fii'.11I I,! 111 I,I I i,;i I�11�C•I,E�I NOTE: if the • microfilmed docum• ent is less clear than this notice, it is due to the quality of the original document. Oc 6Z ee LZ 9Z GZ hZ £Z ZZ lZ 0z 61 81 LI 91 SI ., £l Zl ll (�1, 6 9 I { I I I 1 I 1' 111lI111 11111111111111111Il 1116 11inilmiliIIIIII�Ii!III�IIIIi lliIIldri. � !1 1111L1u ulli(i!;,11J1Iitlllll :uhuth,il a!ff)Illllll , !Ili lliil ii 1 [111 ;11! IIIII11I11111111111111DILL IIIIEIIII (I'I!iilil FACE OF WALL (WIFE OCCURS) TEKS .AT 6' O.C. 3/4" CDX PLYWOOD 3" - 11_01 7806 (3) TE XS FJACI•I BETWEE3�N EACH RAFTER TEKS AT 7' O.C. 3 -5/8" X 16 GA. STNS AT 18" O.C., TYP. TEKS AT 6' O.C. 3/4" CDX R I w000 (3) TEKS EDGE STUD TO EACH EXISTING WALL STUD FOR LENGTH OF PLA. T FORM (N} Ft/i.L HEIGHT PARTITION 1' PLATFORM FRAMING DETAILS PROJECT LOCATION COSH PLUS - SOUTH CENTER 473 17680 SOUTH CENTER PARKWAY TUKWILA, WASHINGTON 98188 TITLE DETAILS SCALE - .�.....,..�........... -+•.- 1414.:...• -. . �... ..- - ..+«...�a -1414, ' 5/8' GYP. BO. ON 3-6/8' METAL STUDS. PRtJV TYPE 'X' AT PAT!.' PARTITION. 3-5/8" 20 GA. STRUM AL STUD. ANCHOR TOP AND BOTTOM OR D 20 GA. s'rUD, METAL FRAME - I -DOWN DRYWALL 16 GA. DOUBLE RABBET WITH C MHESSION A� DOOR ......r.r.ro- ..w.rr w...�...... EAD/JAMB-K.D. FRAME coNO r ors MTL. STUD FRAM!, TYP. 1-1/2' X 3' X * A. CHANNEL CLIP ANGLE V4' LESS THAN STUD WIDTH, TYP, ATTACH WITH (4) 5/6" *S-12 SCRE'YWS OR 3/4" WELDS IN (3) FLAGS. 3/4" 16 A. CC D-RO1LED UWAt. SPACED AT 4' -0' O.C. HORIMTALLY. NOTE: PROVIDE BRIDGING AT ALL WALLS, s 1. .,.....,....- 1414- .- .- �-.... AS SHOWN DRAWN M11 1414 +/1414 "_ ♦ f II � >T�!'l1I! {111!1 I�IIIiI I�IIi�I•-I�ji�i�I IIr �I I 1 I I 9 10 11 MADE It OERMNtY 12 • 9 SII h £ Z I ww O 1U11111II11111111l IIIiI111111111111llllll111111IIIIIIIIIIIIIIIIIIII TYPICAL BRIDGING DETAIL (E) STRICTURE OR OO PtATFOI A — Or- PROVI SEALANT, BOTH SIDES 3-6/8' wt.. TRAM M. ANCHOR TO (E; S1WJCTIJRE AT 24" O.C. MAX. AN) 1'2' FROM EACH END f IL-CTli*l MEAD AT (E) STRUCTURE ,1H r d d r/. 11 *0 liALf Sim 6' XI GA 114CL STNS AT 16" O.C. 5/8' TYPE 'X' GYP. 80. BOTH SCES (SEE aEVS. FOR PAINT SCHEDtle FINISHED EILNG '. 1 HR RATED IN =ROM FOR CROSS SECTION SEE DETAL 2/A-6 MTI. STUD TRACK. ANCHOR TO FLOOR AT 24' Q.C. MAX AND 12" FROM EACH Et -N. \N\ BASE Aid) FINISH FLOOR (SE FINISH SCIEi)U E) FLOOR SLAB u ''` OF TUKWIIL A� APPROVED SEP cj 1993 U D!{ LDIN 'a DIVISION CI�RECEIWO OF TUKWILA . SAP 2 9 1993 PERMIT CENTER NOTE: 1#f{ RATED WALL ASSEt.Y SHALL COMPLY WITH GYPSUM ASSOC. "WP- A41 If20 °C1632 WALL TYPE AS SHOWN O N coe T -HR. RATED PARTITION Design Croup M SS N o r t h P i o 5aa rra,tetvice.C,1 r�4f$s 416 . 749 . 2010 / fax 413 . 776 8C80 SHEET NO. Of A -6 - .,..,.....• r cz� . �: �i^ -• ,��:FT't "��_ �'f ..;Y : Y?k' ?t•� �; +'r-s�,�S?'...:` ;'r +� 1414.. ?�" - x SfEETS s d. 1414 _ ..x. 14,;14 ;ilk - riik'. s� �