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Home My WebLink AboutPermit B94-0175 - SOUTHCENTER MALL - LOGAN DRIVE - TENANT IMPROVEMENTCity of7icikwala, (206) 4313670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 4 Tukwila, Washington 98188 BUILDING PERMIT Permit No: B94 -0175 Type: B -BUILD Category: ACOM Address: 321 SOUTHCENTER MALL Location: Parcel #: 262304 -9004 Zoning: Type Const: II -N Gas /Elec: Wetlands: Water: N/A Contractor License No.: KOBELCI106M5 Status: ISSUED Issued: 06/17/1994 Expires: 12/14/1994 Suite: Type of Occupancy: STORE Slopes: N Sewer: N/A TENANT LOGAN DRIVE 321 SOUTHCENTER MALL, TUKWILA, WA 98188 OWNER SOUTHCENTER JOINT VENTURE ATTN: JAMES J GUDIN, 25425 CENTER R, CLEVELAND OH 44145 CONTACT MICHAEL H. GOLDEN Phone: 206 223 -2040 999 THIRD AVENUE SUITE 1040, SEATTLE, WA 98104 CONTRACTOR KOBELIN CONSTRUCTION Phone: 206 487 -2342 19505.GRANNIS ROAD, BOTHELL, WA 98012 ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: REMODEL OF EXISTING RETAIL SPACE. SETBACKS Units: 001 Front: .0 Back: .0 Buildings: 001 Left: .0 Right: .0 Fire Protection: SPRINKLERED UBC Edition: 1991 Valuation: 100,000.00 Total Permit Fee: 1,059.68 * ** * , ********************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Per t Center Authoriz Signature Date 1.7.) 199 I hereby certify that have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction o e performance of work. I am authorized to sign for and obtain this b g permit. Date: .. 64J7/9y Print Name: - -- 2011.a,_w _C.!54 Title: "x11 cam` fttyk. 7 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Signature: -_ All PERMITS ISSUED FOR NEW CONSTRUCTION, REMODELING, OR DEMOLITION PROJECTS REQUIRE CONSTRUCTION, DEMOLITION AND LANDCLEARING WASTE MATERIAL FROM THESE 'PROJECTS TO BE RECYCLED AT A KING COUNTY LICENSED OR APPROVED FACILITY, OR TAKEN TO REGIONAL DISPOSAL FACILITIES. ...a.... ...a...a.. CERTIFICATE OF OCCUPANCY CITY. OF TUKWILA 6300 SOUTHCENTER BOULEVARD; SUITE 100 TuKWILA,WASH.IiNGZON?!138 ,,,,,7:ktsc,..,,.._..1.;,,,,:•,---- . . . . !,:;_ar.A.J.--' 1 § ,:iV; "---:;:,..:;';,•.-Y4' - .•. , ./.,,,,,,,v2.';,•-• i q,,N, ',,, p 1,t,i ,i. 14 •i7? -,,Zki' THIS CERTIFICATE I...;,‘UEft PURS:UAN„.1 T9 i HEREOUIREME r,,4 ,r,OF !:JEIGT4ON 307 OF THE r',..4.R4Z,;," .,A4 , 4 h .,:%Av. UNIFORM BUILDING 90.D,E' CERTIO44146, THAT Fr THE '1;TIM&OVITtS,11Akteal-IIS STRUCTURE WAS IN , .COMPL IANCIE=4ITHknit, vARroys 000 INANCIS0 OF; THEArY EGfigkr,ING BUILDING CONSTRUCTION OV#YE A'Nn,40. AffnCABL,E CITY FIRE ')O Q.DEs TR9FoLLowING: • i. •■• TO" LOGAN „DRIVE k's,--‘4.' '‘ / Perrki t N ,, 75 Bui 1 di ng Addt4 ss•."41142.1 SOUTHCENTER MAIL./ Su iee 0 „,1,-) Pa • '1 tit: 2,i62304-9004----4/1 ---7 ,.,, ,,,, 3 . , ....--.. , ne"r::,,:‘50UTHCEN,TER"'JOINTI4VENTURE -,•,•%. e„ .,T,,,...• Occupan'0, Group: B-2%1: Ooduwanc: •gT6R,Ei„:,...',;1'‘: 4 ‘.!) I i ?•4 ' , 1 44'4” , ....',..-, I' ''' 1 1 Ift-.'''' ' ' .,* el— Occupant, Loe'd ;, i , , • ..- , Type of ,Const:---1- I f ' 'X --,.. , t4 , if , ,it , j••• •:: : • •', ir/ 1 Z • V • / -•'' .o: '''• .`1 %t .1',"• V* ,f'• 1 '''''''•%-4,. , \ ,,,.," . i.Y t '4 ?i3 3( ''-' ,Y--..*-* .,. '4., ' .. ■IrA' ':.. g W' 4,. ,,,, . ,0 ,-. . .-. --", 'A 11V.'' ,j, 0 1 ''''.v.i-4,19. ."'D 71 Ot".1 i 1;, .:. A ,•4 RE D:cl. er,g'i EpSTING RETAIL srAcp," ',../"\ r - , A ,k., Ntri i i' i' i . , . . , . , , . - c *. * -4"Prr `iii , , 1 ' i t . / ';1:7,' n,.'.'..1":d2':.:.'• ; ., FFICIAL•• '''':' '':,','., ,g, f, 0 ,1; -L,' ';'; ' .,,,., . • A., • • . ,I„, ,. OWL Air.4? ST BE, CONSPICUOUSOf POSI(D,MiirPREMISES ,,---•'. ff i;.4.,9 t, ...J, Ck5iLiSn at.. ,,,,,o›. • ,,,,/,',''.e ''''''...!'e' • - THIS CERTIFICATE$- CITY OF TUKWIL, g Department of Cd nmunity Development -- Permit Cent - 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER PC1W -on5 PROJECT NAME LQcXfl Dr n\ SITE ADDRESS Q 1 • lrtr c- Qn-k --ev (IA M 1 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. DEPARTME TEII .,:APPROVE 13 CH ROUTED BUILDING - initial review FIRE 5_4_CI LI (3 icim (p iUIREMENTS i COMMENTS CONSULTANT: Date Sent - Date Approved - FIRE PROTECTION: Sprinklers Detectors ■ N/A INIT: FIRE DEPT. LETTER DATED: INSPECTOR: O PLANNING S" // /Pt INIT: \((( ZONING: REFERENCE FILE NOS.: JBAR/LAND USE CONDITIONS? ( )Yes (j No MINIMUM SETBACKS: N- S- E- O PUBLIC WORKS INIT: UTILITY PERMITS REQUIRED? ( ) Yes (I'N PUBLIC WORKS LETTER DATED: O OTHER INIT: Rf BUILDING - final review 'BUILDING OFFICIAL INIT: 1.516iti /� INIT: TYPE OF CONSTRUCTION: IJ CERT. OF OCCUPANCY? °Yes No UBC EDITION (year): REVIEW COMPLETED AMOUNT OWING: ch CONTACTED • : 0 O. • , DATE NOTIFIED ) l(J ! „ (� ( (Binit.) fE30 Li 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: (init.) 01/08/93 CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 'DESCRIPTION.:: (206) 431 -3670 BUILDIka PERMIT APPLICATION PLAN CHECK NUMBER G -Ulm APIjLICAT/OW ,MUST .BE FILLED OUT ,.,COMPLF.TEL Y. AMOUNT:`:; RCPT # BUILDING PERMITFEE ' .: $639:: 50 BUILDING SURCHARGE' 5 415 >.6 8 OTHER: • TOTAL: $1: 059.68 DDRESS SUITE # gil'il-ligiA, Southcenter Mall, Tukwilla Space A116 VALUE OF CONSTRUCTION - $ $100,000.00 PROJECT NAME/TENANT Logan Drive ASSESSOR ACCOUNT # 262304900406 TYPE OF U New Building U Addition n Tenant Improvement (commercial) U Demolition (building) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: Remodel Of Existing Retail Space BUILDING USE (office, warehouse, etc.) R -koi\ NATURE OF BUSINESS: Specialty Menswear Store WILL THERE BE A CHANGE IN USE? ICJ No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: Tenant Space: 4,678 Area of Construction: 4,678 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? ® No 0 Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: ® Sprinklers ® Automatic Fire Alarm System PROPERTY OWNER Jacobs Brothers Company PHONE (21 6) 892 -2374 ADDRESS 25425 Center Ridge Road, Cleveland, Ohio Z1 P44145-4122 CONTRACTOR To Be Determined PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT Ken Butts Architect PHONE (818) 999 -4272 ADDRESS 124 Stagecoach Road, Bell Canyon, CA ZIP 91307 HEREBY CERTIFY;THAT 1 HAVE READ' AND :EXAMINED THIS APPLICATION Al 3E:TRUEAND CORRECT, AND 1 AM AUTHORIZED TO AP SIGNATOWEi 2 /J/c Gt Ej-J,J -- ��PLYC�. F2O� R=' ;IHI-S�. Y P-' - ERiXM� I1 PRINTNAMEMichael H. Golden For Greg Geralds ADDRESS. GA @ 29355 Northwestern Hwy, #300 BUILDING OWNER OR AUTHORIZED AGENT CONTACT PERSON Michael H. Golden @ TenantWorks K DATE /1.//9 S PHONE(313)355 -0890 CITY/SZl thfield MI 480,34 PHONE(206) 223 -2040 APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES COMMERCIAL SUBMITTAL CHECKLIST " • '.• " NEW COMMERCIAL BUILDINGS/ADDITIONS 1-1 Completed building permit application (one for each.structure) Assessor Account Number : • • : . : • . Two sots (2) of the folloWing:..: • . . • . • Specificauons • • •••••, .• •• • 5(141s regot.Stiirepedby....e:Washihgtorf...Stateliconseg • • •... •". • :---•••••• • ••••.. Topographical survey . Energy calculations•stamped,by engineer or .architect • • • • .•.• •••• Logal doscriphon . ..„ •: 1 I _ • ••.-1 aWrch°rItect,Which'include: • king:draWinOs'i:Stareped by a Washington . :. • • : •.... . • • ". • Site plan ...„. • •••• • • Architectural drawings::::.„... : • Structural drawings •• Mechanical drawlngs Givil drawings Landscape plan . . comOleed ublity permit appllcahon (one for entire project) Six (6) •• NOTE : for submittal RACK STORAGE • • • • • • ••■•■•■•■• • • • . . • • • •• "• ..• : • '•'• • • •... • • • •••••••: • ." : •• • • : • •• : • • •• •••••••••• . .. . . •Completed Assessor -A609urit Numbor • .••••••• . •••• Two.(2) sets of plads,'•which include uIIding ftoor plan showing • •••••••••-•-•••••• ••• . . . . . •••••••••• ••••• • • •• :• ••• •• •••••• • Entire space where racks will oca • :.. • ...•• • ;••.•••• •.:.:•••Dimensiorie:Of all eisles' ••••• ••• • •••••••••• • • • • . ::••••• . •::. •••..•••••:. .Tonant space floor plao.showing..rack,storag y • •• •• •• . ... . . „ . . . . . . NOTE Include diinensions.pi racks (tieight,:ividth and and exit ways. on Structural calculations stamped by a Washington engineer (rack storage 8 and .,.:;••::: . .• ••• •.• : • : RESIDENTIAL ■■•••••■■••• •••:•••••• • • : •• • ••• • • Iength),aisIos State iicensed COMMERCIAL . .. (one for each structuro Two • . u. 0; IMPROVEMENTS 6m6b permit • • : • s r nasr6an U • Locanan of tenant space e: parking • Overafl P7 Thnant gp t r • U cor wall) tenant • dimenstons 01 u . • • E 6 r Floor plan Tenant space plan proposed with . • Exit doors egress us patterns Now walis, existing wail, and walis to be •.•,••• • • •••••••••••••••••••••:•::.::::::',::::•••••••:,::::::,:;":":";::::::•"•"::::'::::•:::*:;,••••,•:•:;"•:::.:•:.••:.••:':"•:.:•••,:,:i";•:•. ••••••"'"". . ••• Completed buikflng permit appiication (one for each strUctur .• Narrativo describing existing root;.....mater.IA ' NOTE .:A:::CertifiCatiOn:letterisirequireciprior.i.te..finaltnsppc and sign ... offofthoparmit . . . . •.• •:Cohipleted building; perrnit application Assessor Accouht Two • • •• (?).s.Ots.: of :Site Plan' (showing building and :location of:entervia/safellite:dis ..:DetailS.i•giri.t.ei.nhe/setellite:idiStilaricii.rriettiOii,:::.O!'ette.Ch:rrieri....;• • ••• •••• ••StrUCtUral'telcUlationettamped by a Washington State Iicorised . . . . . . . NEW SINGLE-FAMILY DWELLINGS/ADDITIONS •• .: • .. Completed building permit applicatiqn (ono.fOr oech structure) **: •-• •••• •••• Legal description. ... - • • ' • . • •.:"..'::::::':;..:•-••:•:•'••••••::'::•••••••::::.•:••••:::•::':•..•::::••••:•...i.•••••.•••••.'- • •••• • [1 Assessor Account Numi?er.::::::::•.:::.'•:i'lif.:.:'• .. ••:•.:•.:.:•::.•;.:'.'.:::••• .. •:::.:E.:::.::',..:.•'!..:1'...:,•..,,,"..::•:..1.....:••••,!„........;,.......,:::::::!:,..'•.:..!!".....:•::•„.:.:',.:..,•'..:.........i..:.':•:::,•'..:' ..„ : . .... ......• •• •• • --. . . j ••: • ••T•• •.. : w . • ':.0 ..:' :•:1••.s.•..:• 3t' ).:.:.3f..:..'.:.v::•:""7: )r.::••1:•.•-j7.•::::..•.::- ' :•:::•.:••:•••':i':::r;:::•:4••::::7:•::.':"Jllh6:,::..'•;••:.5:..:...•iIii:i.i:::.•36:.i..•:::•:h11:. .: . :•.G. :' :: i.:'..•:..L'.::•.:. : . : . g: : 9 • • Site plan :• 1i Foundation 79 :fr/1/1Tt:i::..:...:••6.::1.:-.:h. .. n/:.1..:.:1di06:•:;:::i;:::.::i:4;':ia:.: :• OP.".:Y...:1.: 11.-,..6::.::::.. i :.:1Floir.plan i:f hi hiiig/f!F!:i....:.'...;1.-1'';:::.:::':::;.;:::;:— l::ii::i..:..:...:i;.•.'.•::. ::. ..•••, '4 Roof plan ,„,,::..ii,;if4'.(iill,Yi9!.YS)::::::tIg.:::'.:::l•'::::::•:•1:::::••••::•.••: ••'''''''': . BUilcfing.9..!q-,7 .•••-•••iiaiii..i.:::::::•:::::::.::::::':::::::'•.•:::::::ii,.?.:•:•••• '.......:::!•SBikiriiideitullgralCrPfnle?s'1;;!).):::1:':::::''..:...::::::;:;:::.:::.::.:,:i:..1::::::::.:::::•..: :. •••••:•• Washington :•-••••:::::::......::::.t3:::•,EOer.::.Y...'10.....::!)g.:::..:14-:••••••••.r:.::::::•!.•:•:1:::'1:::.1..1'::;..•:::::.....:;:••••••:::::••••:. ta.......,........:.:. ...::::...-.....,,,--...,:::::::::;.;:::.:::::..::::•:::::.,:....„,,:., _......Completed . . u.iity'-'..liele1,..1!•..a.,;i°D!1c.....a•••••!1°:.,•::7:.:.:::•:1••‘:',;"•'::::..1:':1::::::::•::::.::::•:.:.:11.''.1::::.:f:;:i''••:::1:::::::::::•:i...:,.:-..... : ,:,..:'.' ,..ii..iii: ...:',.:.> ...:.:::::: i,....i.:: 1 1 .' Six ''.:('' ". )' (:)...i.. .....i:11:ii.lfia1:1.aal:nd!::,...su :lit; 11-e 1 Pi m ne bill c • $YP1P.,tra,,,, i•:':re.,:,.....:qu..:,,i:,•..::::::::,:'.:.:1::.: . ••••••:'.-•-•::: :.: • :,.....11:::::-.:i.:••••:-..':::;.::;;;/;:).:i;e:4(li,41,rlel:i:1731iS.::: isi6iE ::.Buti,d,,inogoisicl !aeliiPon •8:•rictCh....e:.,..b....id.....s....!.....f...!!:.......7...47.....,:,......::.!::...m:....J.;:';...,....b0r(3.".;.:(4y!.;,r!d.;,:f!..,,,.u.,....,0!!y„..„7.:,,!,:,.. '• UtaitY Pqrfri'''' 7.... .j,,... soils ifif°170E1.•!!?••P?..;,...:::::::•7..:::::,:':::::::::R.:!.]:::::V::::'''''''''''' • Ad' th. .iioiiiii thpograPf!,../.....i',...-::•:,:.:::::::::::::::::::::........:-;i%:.1::...;;;:::::.,•• ::." *siir(;--.0nditions.....::::!::::Y:::::.:::::::::,:•...•, • -:•". • ••• • . . • . . •••••••••RESIDENTIAL .Coiple• stecDtfIiing permit .„... • [1 Assessor Account Nuraber Two (2) sets 01 worklng drawlngs which inciucle 0 0-0 et f° Roof Plan. :..;■::t4011090 eriiiietioe..4:Of •••■•••■ . ........ - . • . • . _ , and plans must e submtttod r— Oornploi.00f 6.010166 Oarthlt:eppliCetiOhlonefOr each!..ebuoter Narrative doscnbing existing roof, material boing removed a CITY OF TUKWILA Address: 321 SOUTHCENTER MALL Suite: Tenant: LOGAN DRIVE Type: B-BUILD Parcel #: 262304-9004 Permit No: B94-0175 Status: Applied: Issued: ISSUED 05/04/1994 06/17/1994 *****k********************kk*****k*k*k********A********Mk*IW****k*A***k* Permit Conditions: 1 No changes will be made_to,the'plans unless approved by the Architect and the Tukwila 'Building Division. 2. Plumbing permit „shall be obtained through the S,aattle-King County Department :::Of Publ-lc:HealthPlumbing wl1•1 be inspected bytti,at agehicY including all gas piping (296-4722). , 3. ElectricaXpermit shall ba.obtained*through the. Washington State Di0Slon of, Labor and Industries and all electrlcal , ,A 4sOparate perm work wi11,/be--"insp4'cted by that agency (248-6630) .. All mechanical work•ihall be Under ' ilthrOugh the Stty we Tukwila. 5. All pe,Olis; inspectio6records, and approved plans shall be maintained-available at. the job site prior to the Staiq.,of , any,*ins:truCion. These' documents are to be maintafned , avaflable final 'inspecVOn approval-j5 granted.: 6. Any;,n,ew ceiling gpfd_andjight ',fpc,,t0:re ;installation iS recered t.o meet,lateralb4Cingrequirement's for Seismic. t- 7. Pa 'Ati}tion.Walls a,ttacha,d must be laterally, braced Wover eight" (,8)/ feet in length. , e ' 8. Any,m,g3osadinsulatton,sl,backin§-,Mabriahal1 have a Flame; Spr*id Rating Of 25 or less, andtdriaT-Oall beariden0- ficonshOWi9 the fire perforrilaratAng th'ereot . vw'o r. hOi 9. All construction to be done in copldMatnWitthapproved.n plans and0quiraments of the Unliforfm 40111*Code (1991 t b" Editio0\as amended, by the Washlinpt6n,IStat B10.10ing UniforiolechanIcal 'code (1991 Edy;tionnd.,WdShington State Energy Code (1991:Secoqd Edition). 10. Val The' 1,ssuance of a permit or ,ap'provaf plans, specifications and cOmputations'shall not be con4/ strued to bepermit for or an approval of, any violation of any of the.li-royisions of 01,isi,c606, or of any othe,r. ordinance of thejurlsdlctlon. No permit presuming. to give authority or vioraer,canOel\the,15roVisionsOfthis code shall be valid. . 11. There shall be no occupantyOf";thispaCe'until the final inspection has been completed by the Tukwila Building Inspector. - ,`-;.•:;11 **•4******h** *****•**** ************ ******** *kk*********k**** *•k**h CITY. OF TUKWILA, WA TRANSMIT ******** *•k*** ******k **** * * *k*k ******** /r** 1*kh****k**** * ******•k.* TRANSMIT Number: 94000509 Amount: 1,059.68 05/04/94 16 :59 Permit No: 1394.0175 Type: L3 -BUILD BUILDING PERMIT Parcel No: 262304-9004 Site Address: 321 SOUTHCENTEII MALL 05/05/94 Payment Method: CHECK Natation: TENANTWORKS ASSO Init: SLI3. r* k* k*** ** *4;**k * *•***** ***** ** * ** * *ac* 1 k** ** *** * *A* * *Ah * **kkk•k*** Account Code 000/32.100 000/345.630 000/386.904 Description • Paid. BUILDING •- NONRES 639.50 KLAN CHECK - NONRES 415.68 STATE BUILDING SURCHARGE 4.50 Total (TMiq Payment): 1,059.68 Total Fees: •Total All Payments: Balance: 1,059..68 1,059.68 .00 GENERA GENERA GENERA TOTAL 639.50 415.68 4.50 1059.68. CHECK 1059.68 CHANGE 0.00 1670A000 09 :11 OTTO RO6CNAU & ASSOCIATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 24 August 1994 City of Tukwila Building Division 6200 Southcenter Blvd. Tukwila, Washington 98188 Project: Logan Drive 321 Southcenter Mall PERMIT NUMBER: Ladies /Gentlemen: We herewith certify that we have completed the following types of inspection and testing on this project. To the best of our knowledge, all work inspected is according to approved plans and specifications. 1. Structural steel welding 2. Anchor bolt hole depths Copies of all reports have been submitted to your office or are enclosed. Sincerely, OTTO ROSENAU & ASSOCIATES, INC. Susan Rosenau -Moser cc: Koblin Construction • RECEIVED CITY QP TUKWILA AUG 2 4 194 PERMIT CENTER . INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd,, #100, Tukwila, WA 98188 -13737—)ct ��A:_s , ype o nsped p. Address: 524 s,C mtt,,_, Date Called: r Z-4 —... am, p.m, Special Instructions: CR ; 3v km NO I vJ .ss.t. Date Wanted: . f27c.3,t Requester: PhoneNo.: 439 _3sLiSr Approved per applicable codes. CO MENTS: ❑ Corrections required prior to approval. nspector: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, lReceipt No.: [rate: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188" � P R R `0. 061 431 -3670 7r3ject: Q ,S^ ype o nspection: Address: L / �� • Date balled; 99 . , / % am. b.m. Special Instructions: e/ / .��'l Date Wanted: Si Requester: Phone No.: 1' 55 4/5 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: • /,V5Th-i..- CA--7 c..ra T / GE— A D D S z.Fr'w C,.:.SIYinA t 0 --'7-O n-+4G, c a- w. Ste. u— 941L aS f .o-d W. A -'O r n1 mom- c',04414 part. . 4-) G, J €' F-8-4... (k- +..-riA--1v.,, .4-- .b 3 i 1C.v fir. -, r15 0 %-c--- CD o AA hvwc i .,., r nspector: F ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. IRecept No.: Dale: . fAkuleask.slerli 0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98186— (206) 431-3670 Project: t-t^C, A ri ,b g-t If 6.- Type of InsWon: ., 1-7-Am Address: "32, Date Called: kt4“-(- PiCti- (se ;1-1 u N"T“— Si N k k--- tS A PPM vls'C) • Special Instructions: Date Wanted: 1 i I 1 92-5 94 coo.. . Requester: Phone No.: Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Ffi "A V" t ,C.1 A. ePrw&--c). NeilticzkAA1-- IS Gt v--r-f eT6 tty\<(t-t 14A-N 0 61, "NeZ- Flak-7 "..r ZA,N1L-1), a-N■ 10011.4S , SM tt,--- kt4“-(- PiCti- (se ;1-1 u N"T“— Si N k k--- tS A PPM vls'C) • Inspector: Date: (2 5: • 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORDQJ Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT P10. NO. (206) 431-3670 !P. 41P . .. ype o ns. : . ress: 1 . evnr : .. . .. ',GT an :.. % .4.7.e.:';'°11. Requester, Phone No.: yLApproved per applicable codes. 0 Corrections required prior to approval. ID $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be pald at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Recect No.: We: ltattrAMMftraitallidikftbrneigai041"6117611.1104140.100...00011V61.6;;.... • .I.Me . • ,•••■ ..0•••••• INSPECTION No. CITY OF. TUKWILA BUILDING DIVISION ,. ":1'1....: tY� :7i.1; 4 ".,......... _.... ;]:' .. 5:1�'i�i.•A,e� f =:..,. a ..._..1,....... , INSPECTION RECORD Retain a copy with permit 6300 South nter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 • ro ect: 1 czn • ype o nspect on: Address: J eiA/p,✓6ate Called: i IV 1 Special Ins ructlons : j/, Date Wanted: i /462 am, 6 Requester: (�f Phone No.: or X Approved per applicable codes. ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100 CaII to schedule reinspection. Pt ...e.C..,t ,..«..dw.4t.4..y... a _ .., v:::. t..,.. .:...aMS:,laerbl..Y,Ri SP O. i INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 -` — • • Bciti - a 75 PERMIT NO. (206) 431-3670 'ro ect: ype o nspect 'n: roz414AAtA Dale Called: A / t7:1 it 4 # 0(- eellirtar Ali Speclal Instructions: //A Date Wanted: F Q _ q q p. Requester: •--:.•/ R-44-, . Ptrne NL....39 CI Approved per applicable codes. Corrections required prior to approval. COMMENTS: $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. IReceipt No.: Date: L._ .1. Ma .1 Ls.,, • IMS. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 ro ecl: e r Qy7.�'�0 Ype o ns' :.. n :Atia l %� 4114. AEA Date anted: aalling Special In ° ctio s Requester: "MIMI Phase No.: AIWA 134pproved per applicable codes. ❑ Corrections required prior to approval. . ❑ $30.00 REINSPECTIO FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. �t. �iM.. w.. niemi..f�,i.'k'r..ri.<iMfi"�ta�' 'm'u a.N`7Lt*bMtb i�'•::ski'is iaiza+.- .a..A.;Aitd��•J�larw.rr.�7ir.L� t.._v s_..ie pa.. ..._�, 0 INSPECTION RECORD 0 Retain a copy with permit 0175 PERMIT NO./ (206) 431-3670 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Project: Z....0Gli 0 sit( or Type of Inspection: Address: Date Called: 9/2, Special Instructions: Date Wanted: am. cn. Requester: d-t(Ars) Phone No.: pproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: 2 rwm-- etA414.9 3 CAI-LAL.14 r ad-0 — cis-■A/ir 03--kr o $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 139 0/75 PERMIT No. / (206) 431-3670 • ro f:0 Aim R. tAm....., ypo o nspectio : / �� = = a Cal e•; :. \v -il. 13-1. aG t,./r - u ' T ' L.' C.( me . Special Instructions: Lct-fe Am, eleAs e, Pate Wanted: /4124---,A ec C€ir RIO— O-- .f)t4=s -t.JG v►t S r A,..v 7eA D t to S A (LZYS , Phone No.: 361- 5546 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: A VY), - 1."1r PE'1rrD1 . • (-Alt— P, wt. C'.� -- slJ C.6 v4-FL. SA-t-4 Art.---t1 , .. :. \v -il. 13-1. aG t,./r - u ' T ' L.' C.( me . tAA-9--:A L-t DS A L-&(' A P P lt-o u& SA mgr /4124---,A ec C€ir RIO— O-- .f)t4=s -t.JG v►t S r A,..v 7eA D t to S A (LZYS , Inspector: Date: 7 0 $30.00 REINSPECTION FEE REQUIRED. Prior to relnspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection, r. w . kAl. ., Ar.; INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 pfr / I • (206) 431 -3670 ❑ Approved per applicable codes. X Corrections required prior to approval. COMMENTS: • a_ e, .e.. 1.4.-0—.� L'61ls`//„ e ' c' '' 6.4 .:. , '' • .1 reSS: JMILISU / r i li: �?1�r* Date "anted: �. / L • : •t1 Strttci alai Lila // /04 ,- _ Requester: Arrip, Phone � • .: 12074` ❑ Approved per applicable codes. X Corrections required prior to approval. COMMENTS: • a_ e, .e.. 1.4.-0—.� L'61ls`//„ e ' c' '' 6.4 .:. , '' 6 /47--4..4 c _A, .. A.- . 54 K /47.sic, c.• 4.�- ,r,.!' C%8f7.e-, A ez- s 46/.1.-7 Gel; -)y; f/`� i' ii..!?.ar - r % ,. i •J . , I . ,. i _ i i. -' -. IP -L _ ?he-1.r ca_Al- -r2. 4 - j f7 I / �t .,0' ,•J / 44-e-4 64pc.ri . / Z A-00 A- - . - Cr7C,)1 ri't // 1 -e-i, a li.P L //6 7,"1-t' -1 t. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. !R77T.�S ?�fti. City of Tukwila Fire Department John W. Rants, Mayor TU$WILA FIRE DEPARTMENT FINAL APPROVAL FORM Thomas P. Keefe, Fire Chief Permit No. �/��1 0/75 Project Name( / f' � / Address , / ;1)14 / % _ Suite # Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: VA Halon: Monitor: Pre -Fire: Permits: Authorized Si;1gnature FINALAPP.FRM Dte T.F.D. Form F.P. 85 Tc/ Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 Phone: (206) 575.4404 • Fax (206) 5754439 4. 08/05/94 11:03 FAX 206 285 8204 ABKJ SEATTLE ANDERSEN BJORNSTAD ,"NNE JACOBS • INC CONSULTING ENGINEERS 220 W. HARRISON SEATTI.r, WASHINGTON 88119-4108 TEL: 208.285.1185 FAX: 206.285.8204 Facsimile Transmittal Sheet 0/ ra 0 0 2 / 0 0 2 A TO:1g 4Lak FIRM: • FROM: --Q..o...ArICSNow.410\111-..-4 DATEJTIME: •/t/ Please 001(208)2U-1185 If transmission is Incompleta or illegible. MESSAGE/COMMENTS: cgX."."79%, OAS 101411116A FAX NUMBER: 4?, "" LNik 5 JOB NUMBER: 1013NAmE: NUMBER OF PAGES: *0". ■■•■•••••■• Cea( 4o: 6;45 WNW (60t) Oltal N14-44.41 /67,14( dozer, ; r. &at nuaditovi • /18gs 285-1186- RECEIVED AIR 3 51994 COMMUNITY DEVELOPMENT CITY OF TUKWILA APPROVED US 9 . 1994 A 9hED BUILDI DIVISION 08/05/94 11:02 FAX 206 285 8204 Logan Drive at Southcenter Mall 1, Tukwila, Washington ABKJ SEATTLE Ij 001/002 Printed: 8/3/94 16:05 Page: 1 Existing roof truss Steel stud box beam 3 wraps of 8 Gage wire, (12 strands supporting box beam). Tie ends together securely. Typical Connection at ExistinE Truss Note: Locate connection at truss panel point (bottom chord panel point shown, top chord similar). Tie Wires: Forces 10.2 psf x 36 sf s 368 lbs. Ate= 0.021 in2 fwme 368 lbs. / 0.25 in2 it 1486 psi O. K FILE COIF( undcrct:-: - t' tho Plan Check c . :3 subject c; i c, a and omissions and cf plane co :ca not authorize the violation of any adopted code or ordinal* asseipt of contractor's copy of approved Ow mod. By Date Psmnit No. Engineering by BCD CITY OF TUKWILA APPROVED AIJG 9 1994 A "D BUILD NG DIVISION Andersen Bjornstad Kane Jacobs, Inc. File: 94140_1.XLS 220 West Harrison, Seattle, WA 98119 Shea: CoilingSuppoitDetail logan drive wrap per bret danielson plan view pic JUL ,4 1= , FYF,._T ., _,,s'rE!•,= Iris 630 Syste rr7 NoreFlre Select Single Web Direct Hung Orman Features, The 630 Sya:.a =n is Chico o Metallic's newest commercial drywall :al'r e system. ThiS system ,it, :rtes single wee main runners and knurled luring Crass channels to form uniform grid parterre for drvial! panel attachment, >ic Substantially easier tc rnstai; and level, with one trade handling tar; reeve yob 1 nee—ere greater centre! over production, s heduiing and quality, anj can result r improved economy IL Components are fame! r and easy to work with for the acoustical cc vector E Directly hung from any type of overhead structure, it eliminates rho need for black iron channel, C Interlocking gridwork a framed ey a eel track which hods cotnponeets In position at vertical surfaces. is Heavy Duly ASTM ciassilicatiore ID °flare the same versatility as acoustical systems for creating soffits, oui sing Islands, etc. E Smooth ceiling appearance, unapproaCh• able by standard furring rnethons. IC Full height partitions attach more securely, even diagonally. E Air diffusers can easily be Corte in between !urririg cor►rponents E Standard NEMA Type C1 l!gh1 Natures may be positioned either pe,ranei or perpen- dicular to main runners. Main Runners are designed with non- directional bayonet eoupiing_ fur InetA I ide ease. They are 12' bung with d " *,u° flange face and are spaced 4' 0,C Wrier combiner; with furring channels, 16" x 46' Cr 24° x 4$' modules may be former. Furring Cross Channels are e' iong and are Spaced 16" or 24" 0.C, NSrdirect'.orrar furrier: C Cross c' annelS for this system utilize Straie ,t Iock,ng end tees tnat rnstai' ceick:'r 6,3 _ qy, provide lateral pu1l•oet pre tact r. ere eel, twisting when screw les;t:,,ree ,:, there. The channels are 1 ee- knurled fate whic,r feeeiate. •.,::rest penetration and keeps Scr vas free/ locked ire, Runners ar,1 ensnares term d eget interlocking gridwork, for an Elea rdtnt elect carrying capacity, tweed or, lee spar, deflection. Any size drywall panel, up to 4' x 12', May be used with the 650 System Lights, In the 630 ,1yg'.ern starcie'd NEMA Type G fluorescent recesses.' regressed or un thei cotters(' Iayen ligrrt tixturee are recommended to integrate properly, using 502 and 504 exposed cro96 tees, H•t•D tixturea may be reed, if they are • independently supporte i from the structure above, The ballast side should be adjacent to a mein runner, and the opening is tir shed ott in the game manner as recessed fixtures, Incandescent textures (canister, nigh hat, etc.) rest on a subirame, as they are usually Smaller than standard ceiling modules. Extra hanger wires support ;ne furrin components where the subfrarne is attached or it may be I "Alt �^ 1 7�"M'""�� .-rte` '' ''�•�, •�, r� 1' /e" knurl We' 634 Furring O 'k channel offers a 1 wide, knurled lace Mai facilitates quick, sure screw attachment. ledependentl Suspended from the Structure dove, If not Independently suspended, use loading data (See CompOrtent bala) for surface mounted fixtures, Air. Air supply and return may ba via air handling light fixtures, pressurized plenum. tayen or Surface mounted diffusers. Colors. Standard finish tor !tering compo- neets and wail track is eiectro- galvanized, while 502 and 504 cross tees have a stare dard finish of White -0I. y3O. Main runner utlittes a single web design and rwn•dlrectiOnal bayonet coupling for Insfafletlon base, JUL. 23 '94 rtg. EIRSTLIHE :2,YETENS Component Slotting and Hanger Hole Placement ALL OVESAA.L LENG Tss SHOWN AIRE NOMINAL DIMENSIONS 4. 830 Main Runntst ee zi:AS 8' 0 C 504 CtOilt 'las: urns lac) Vt., M41?6;m1 834 Fullihy Cram' Chatmot: taring too 51C15 630-10 slots 534-no blots • 502.no81414 504-1 mot 14545-taxt 6111.1410st SU MIS 144,: cum, to 34ta, Hangar Holes: Pam iit,ne.6rr.-- 4 e,Ou i' t eav t. fl.unng cross ol:onnatslo: et 830 Flit ,, 1 Cross Col— N5 haNat tteatOa. Protioct Nominal Dimensions Number angth Paco S'Gls Few Pisces Weighl 630 Furring System Main Runner -6:16 t c. 11/2" i. 300 25 " 86 Tee Uflp Furrlrlit Cross Channel _ 634 1/4" 1 ,14'" 0 200 50 57 Cress Tee 504.01 4' 1 200 50 51 ., ...... .. . ......_ .. 502...01_ 2i . 1W !Vie' 0 150 75 29 — --------------- --- • ••• • -- __—______ Wall Track _ 45141.,7 • - -17----iO4-----.0----- - - ,..., . ___....... 120 10 28 ..12' I )12" 1' — 120 10 28 . .. . _ ....__— L —Only ayaga:Jo au: at tne 8 —cm availas4 ....osio1U1RoNog FIXTURE PLACEMENT VANDAND 4 k;ut twig Qhannel 630 Main Runner 16" or 24' 0.C. \ / 4' 4.6, Otm Joirt 634 ..... 504 t4(0155 Tag '411, Light Fixture '.5C4 • • Drywaol f.h*:rev.i 12'0.6 HanQer 504 Cross Tee Drywall OPT ICI•4AL 630 Mn fiunne: 634 FutrIng C1043 Channel 4' 0 C. /16"or 240.0 Sur Joint tuirvor Wirt 634 , Ft. ix Igh furies,' 504 Cross Two 502 Crass Tee 1.504 Y," or 3:'• Drywall Panel Stmaia 2 x 4' Light Fixt.as — Tom Moidlng • / Drat Strew 1 2' 0. C. Component .Data 630 Furring System ig gf:45 1 MAIN RLNNEFt PART NO. SI-ars HEIGHT—INCHES SiMPL SPAN . LINEAL FEET MEMEAkfii LEI-9 -SO, rr HANGERS C C TEES 0.0 32' 7 b aSTNI •': i,t Cfs' ' DUTY _ I 11:i .._..___. � 9.7 � 14.1 I 2 I i $4.4 GROSS TEc t rye. 5O 1Y 45"i2-1" r 5.4 SjR/ACi 1 MTD ? 't FIRE PAID MAX FIX. W1. -L65 1's.a1 y; illin -.- — gli2sm A It. ,k....u> 1 2' .4 4' 52.0 5,4 . 5.4 {+ 7.6 1 7.8 i 35 16.4 631 I 630 AN a 504 i So4, 02 _ _1 AWaph1 invited by a sale,, !An'Ite r t : Te. convert data vrto axs cr,. tt., dv>L.e an c,1.1• cempo:,rrra Ink bs.linue! t Specir .. 'C r.: +l ! L'il•1K1ehhnes Hcoxii Fire td*tec 1 1.1ATErtJA 5 The n ',dryw al: nor•fi•.;t.t:rc+!.rrrg sL sp:a.e.c i system i1:a5 :,t lr a v3: er5t5" a.s rnen,atotutb. by CrRCa9 .' Ma!:.r A. A'•raint,,nnar49nb!ltCr , j `.he. ^s +r.,:.• '-∎r itch 0.0c "a.,3►..r richarr5te wet .02{7arc1; t'4110t6g W'd • 131 r.;r K r. C • Al. 4 foot crass tilt s',a r :. • strglsweb 924 sly,l:t• a :•._ '441,1CM w.7e w ►ce Ail ?14LtCt06S':+a! 7r,e. Prbtaw•t't: G %°Je ;,n1.3r,zti.`5!� 't a nt In, wide facia / O.Niallirach snail 9a'•:reao :rigs diemeter C/0 6tesi t..; >t 1 tr.cr• .r; h 1.1p a Cullom t1an,Qwy tiros LI Pllnttr4 in U.S.A ', T f. SUFXFACEurC PENDANT r.'Ct;V'T Lf51•:i F;XTL!RF.S Sti.fittb :r ijrn.anl mounte0 f:ktuwb5 nay : @used olav!ded t' *y at* dnecAty i4SC+lr.d60 tr:r., !r st.rface kW, C; r i fe ID Plan 12 pace palvantsaQ sleet ran ter .viii nat Tore than 1' Mame .: ..ling pbb9' Ing through a r-.aa,mum 2' ho'e :n Inc szouslica' part : P- rxtu•a Rue may not eAC,w)(1 11,.r mazimvrn parterva 3 ellcw9D pa' ,;,.43re loot' due Ci.1,ng a•ea ter rdzcssao !ul;rea Th s lust' 914$ narwSer poilLoris to, S ', ye fixtures :r 81411: r✓lCvrtlh 9A!;e, nanr)s!S if titndall l:Alurit. Ii 4 (ALLAT!Cn (LMA4r runtWf; SML pa Installed 46 oche& on testa, And be bu0olfy SJ9ppended 9y nOl !iris !r,.'i 12 gap gal.•s:1'126WW blest wiry 3M+.^.ed +43 :riches t r; :'errtar along Ina 'Twirl rynryry, )t.4 warts 9x tti19S wrapped 1101:y al least 3 tu? slims 8. 1431, wur.r•trr ea: 46 inlorto9Rdc1e.f Gy fu! • ".g,:ros5 c'+rrr,u1s 4S !riches tong apa:wo (16), (24) Vine comer. Croes%1686oha!: dtt: be rnbtaiieel aoiinent to all reces6eid tlgr;r tutor+ 0'1d&hd'Zonotsup ^!e141aMara rUnMr. C 1'YEt' Vs !r wsa' t:' ,nytalled wherever sus. cono;c;1 CO' ";; na: "t5 mott vQniCtll bt;r1ac45, BttiC ;r.g Stni9oneic component enp9 ghee Pa ttis, ;,: to In i "t tits watt track, A. Pa/ « «s Cutiwrr'r,;n;innt0thenumberitld p sty.etlent ;tit r e.;4iter WASS toOUnd frghl li'Aluttb ss ens" eo tt d detegn glens. denser y,ire5 snail be wt$;f dJ t'.ghtly 01 teast 3 full turns, t . Gyps :r:n crywui pmele (rh). ti)!ncn by 4 Ise( oy (8 , (19). (t 21 ter' IGng 6ha.l Cse scow attached (+.2) rncrws ma i i' un, on career to all mao Iunnets.'a!rinQ moss charnelq. CMS tee% a "d rtes !rack, with IN ;art.; dtmen>;iOn parts!u:i'd trio mil- rut-moo m eu posslDI* instances end ;l:' •It; slooPrbd Loading of enyy tasaonawn z'»ponent may not cam detteCUOr at more Inv 1650 011r* span F Wrie: ever 6t•,,^wn On tie a*s gn plans. access owl t;9p0videu'n'hp rr;aru1■ t:10wnand das:noed .n dtWl On the aovQn plena IRChicago Metallic Corporation • 4e435 nd`',I AvE "u8 Cr!s eg o.uhnO,3(.0i:3B•3'2•$i:J•41'.11 t+`47. 1 powre j RcaG, Los 4••;ate's Cahtorn,t, 9095.9.7' 3 S is 120: E a,r,ta8s•baraCon Gtr,t•n":.r,l.Mdfy1y71I 2 +2 ?7.gr; 1.1 N6.eZ'eU Pt•630•906 c City of Tukwila John W. Rants, Mayor Department of Community Development Rick Beeler, Director MEMO TO: File FROM: Ken Nelsen, Tukwila Building Division DATE: June 28, 1994 SUBJECT: Logan Drive, permit B94 -0175 John Carmichael came in on 7/28/94 to explain that Dave had ask him for further revision prior to continuing on drop ceiling and entry walls. Mr. Carmichael provided ceiling spec. and I told him he can go forward with ceiling drywall only. He will confirm this with Gary friday. 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 • (206) 431-3670 Fax (206) 431~3665 bowstring truss per detail field section a through field City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #B94 -0175 (511) John W. Rants, Mayor June 14, 1994 Re: Logan Drive - 321 Southcenter Mall Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. 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)) 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. Manually operated edge or surface mounted flush bolts and surface bolts are prohibited. (UFC 12.106(c)) Exit hardware and marking shall meet the requirements of the Uniform Fire Code, (UFC 12.106- 12.111) Obstructions, including storage, shall not be placed in the required width of an exit, except projections City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 John W. Rants, Mayor 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)) 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 not pass through kitchens, storerooms, restrooms, closets or spaces used for similar purposes. (UBC 3303(e)) 2. 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)) When two or more exits from a story'are required and when two or more exits from a room or an area are required by U.B.C. Section 3303, exit signs shall be illuminated. (UBC 3314(a)(c)) Internally illuminated exit signs shall have both bulbs working at all times. (UBC 3314(c)) 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. film.. / =lfkll City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 3 John W. Rants, Mayor 3. Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet w ide. (NFPA 13 -4- 4.1.3.2.1) Refrain from blocking sprinkler coverage with shelving. NFPA standard #13 states that any shelving or decks in excess of 4 feet in width will require installation of sprinklers thereunder. 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) All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to The Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 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. When walls and ceilings are required to be of fire resistive or noncombustible construction, interior finish materials shall meet the requirements of U.B.C. 4203. City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 4 John W. Rants, Mayor The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 42 -B of The Uniform Building Code. (UBC 4204(a)) 6. 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 rnust be 75' or less. (NFPA 10, 3 -1.1) 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, 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) 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 timac_ Thav may not hA hidden Al" nhstruntad. (NFPA •j City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number. 5 Ka John W. Rants, Mayor 10, 1 -6.5) Maintain fire extinguisher coverage throughout. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd sI / MEMO DATE: June 9, 1994 y TO: Inspectors/ FROM: RSB , SUBJECT: Olympic Sports, T.L, Revisions Permit # B94 -0115 *******************************►***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Revisions to approved plans: Sheets A -2, A -3, A -4, A -6 & A -7 Dated: 6/9/94 Summary: reconfigure exiting through exit stair enclosure, provide for area of refuge at 2nd floor stair enclosure and details for interior display structures. 13q4.- ons 1 JON GREENBERG & ASSOCIATES INC Retail Design & Architecture 29355 Northwestern Hwy Southfield MI 48034 USA 810 355 0890 810 355 0895 FAX Mailing Address: Post Office Box 5141 Southfield MI 48086.5141 LETTER OF TRANSMITTAL CITY OFETU WILA JUN 9 1994 PERMIT CENTER TO (/i i 7 el TU 1L A -U6P r • lC%wl1/ (t ! t1 u i DATE fit// 6. 7. /1 / ATTENTION Kt _'./4 GGGG C1 * �- i p_�p� m i(Ne !� /`'�[� ADDRESS6.500 *1 -re 9GVIr2K is i`l PROJECT NOI . M-Z2 I / RE Ic..c.a4 lt/ 11,1 �, �1v� u-�G�1 (�/ P0494-6175 "'"/V I T W RE SENDING ATTACHED ❑ UNDER SEPARATE COVER VIA eD 6X-- loiT ❑ P NS ❑ RENDERINGS ❑ COPY OF LETTER LUELINES ❑ SHOP DRAWINGS ❑ CHANGE ORDER ❑ EPIAS ❑ SPECIFICATIONS ❑ SAMPLES ❑ MYLARS ❑ PHOTOS /COPIES ❑ THESE ARE TRANSMITTED FOR YOUR ❑ REVIEW & USE ❑ PRELIMINARY APPROVAL ❑ FINAL APPROVAL ❑ APPROVED AS NOTED ❑ NOT APPROVED ❑ FILE UBMITTAL ERM ITT ING ❑ DISTRIBUTION ❑ ESTIMATING ❑ CONSTRUCTION ❑ BIDDING DUE COPIES DATE NO. DESCRIPTION REMARKS: , I� 61,/vai JAN I or trek' L_C26110 VA-2-(U You C�(o)'ss�og�c (*;12/ SIGNATURE s CC fG May 26, 1994 yJ ?? oF.•i< City of Tukwila John W Rants, Mayor Department of Community Development Rick Beeler, Director Michael H. Golden Tenant Works 999 - 3rd Ave., Suite 1040 Seattle, WA 98104 RE: Logan Drive Southcenter Mall Plan check number B94 -0175 Dear Mr. Golden: After the initial review of the subject project it is determined that the required exit through the stock area to the back corridor will not comply with U.B.C. Section 3303(e) as designed. Please provide an alternate design for review and completion of our plan review. For general information, no other significant corrections have been noted on this project. To confirm you have received these comments, contact this office or submit revisions within ten working days. Feel free to call me if there are any questions at 431 -3670, 8:30 a.m. to 4:30 p.m.. Sincerely, Ken Nelsen Plans Examiner 6300 Southcenter Boulevard, Suite #100 a Tukwila, Washington 98188 (206) 4313670 • Fax. (206) 4313665 CITY OF TUKWILA Id: ACTP125 Keyword: UACT User: 1677 Activity Table Processing Permit No: B94 -0175 Status: PENDING Address :. 32.1,: SOUTHCENTER °;MALL`" Type: B -BUILD Vers: 9101 Screen: 01 Tenant : TLOGAWDRIVE r. 06/13/94 BUILDING PERMIT Base Information Parcel No: 262304 -9004 Owner: SOUTHCENTER JOINT VENTURE Validated By: SLB Plan Ck Approved: / / Status: PENDING Applied: 5/ 4/1994 Issued: / / Active /Inactive: A Completed: / / To Expire: / / C of 0 Issued: / / Bus Lic #: Final Notice: / / Nature of Work: REMODEL OF EXISTING RETAIL SPACE. Location: Category: ACOM (N= NEW /A= ADD /ALT 4- SFR,DUP,TRI,APT,MH,COM,IND) Zoning: Gas /Elec: Census Code: 437 # of Units: 1 # of Bldgs: 1 Pub Own:N Streams: Slope: N Wetlands: Water:N /A Sewer:N /A Setbacks - North: .0 South: .0 East: .0 West: .0 Valuation: 100,000.00 Fire Protect:SPRINKLERED Type Const: II -N Type Occ:0023 STORE UBC Edition: 1991 Occupant Load:136 Occupancy Grp:B -2 F7= Update, F2= Previous Line, F1= Screen Index, ESC = Cancel Update CITY OF TUKWILA Id: ROUT130 Keyword: UACT User: 1677 06/13/94 Activity document routing maintenance. BUILDING PERMIT Permit No: B94 -0175 Tenant: LOGAN DRIVE Status: PENDING Address: 321 SOUTHCENTER MALL Route: 1 Current Route Line: 3 of 6 Packet Units Description Station Status Received Assigned Complete aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa Packet Units Action Station Initials Status Received Assigned Completed BUILD 01 01 E BLDG KEN Approved 05/06/94 05/25/94 06/13/94 Priority (0 /low..9 /high): 0 Regular hours (HH.MM): .00 Overtime Hours(HH.MM): Comments 1[MIKE GOLDEN CALLED IN 5/31/94 WILL SUBMIT REVISION ASAP. ] 2[ x t 3[;.EX TS .. ��..s.`... ;O.K. 410CC LOAD' ., ,; :;136'. 6 [ FIRE PLEASE, REVIEW AND ` "COMMENT 8 [ r; ; -. }BY' 'KEN <' 9[ 10[ aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa F1 =Help, ESC =Exit current screen. -4 1:13INS0 11141:13d 47661 1 1 Nflr 1- L 1 1-1 1. 1._ 1 1_1 1 .1 .1 -1 • - :2 1/4v, ycl .4)).4@lfatEngz:z.itW4viv•I+ V:41VCAV:1■;c::.%%... • 4 .".." ''' ." (C6•C) 0001."' • I 34 NOIONIHSVM dO 3IV1S 21096 VII 113H1OP 01A SINNV21,OST N! NO 11 DONISN 0, .070110,i • . 4!..10 06/ SE, 20 t 6/4 Z/40 • • '4 IN/ 0 411901 I Dll Q0 )1 iv • - • " . , lip, v., WO NOIIVIIIJXI klgON(IN NOLVALL010311: , . sy Ann AS a301A01id SV ORI:151S1031:1 SI N09AM 031^1VN N0SI:13c1 HJ. .W1-11 Said111:133 SIH.L S31111SMINI aNv 11001/1 JO IN3INRIV4:130 No"' 6 of Seattle 1 4.41, ••, • ' t14. ,v,,BUSIMS CENSE . • . '•• ; .1)*A0 •1;$ • • '10 Py !NESS L,OCATIN •N•"• . , ttqlN,4•0NSTRUC T ION'''. INC. te,A,}4.'4,"0 RAIIN IS' RD Department of Licenses and Consumer Affairs , 600 4TH AVE. RM 102 SEATTLE, WA 98104-1093 (206) 684-8484 FORWARDING & ADDRESS CORRECTION REQUESTED -110,i2mg.z.v&e:;EFZI:. •.••■••■•■• Prosortod Rat-Class Mail US Postago Paid Stadia, WA Porn* No, 768 1 1 .1 , OUSTOMER NUMBER •• " 1,50424 000 EXPIRATION 1*.t., 12/31/94' •'.'. ' POST CONSPICUO,USLY: NOT TRANSFERABLE' MAILING ADDRESs KODELIN CONiTRUCTil INC KOSELIN CON TRUCT 0 INC 19P,05 GRANNIS RO BOTHELL WA 98012 I I 11 I 111 111111 I I I 11111 11 11111 I 11 Ili II 11 11111 I I I I II 111111111 ) C 1 !• • • ...._.,r.».-.,-..•, -. .w. ICT1O,,N :07270 FIRESTO PIN€i 1:1 QESCPJPTION OF WORK: THIS SECTION INCLUDES, WITHOUT LIMITATION: A. ' FIRESTOPPING ALL PENETRATIONS THROUGH FIRE-RATED ASSEMBLIES. B. COMPLYING WITH BUILDING CODES AND REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION. 1.2 RELATED WORK: WITHOUT LIMITATION, RELATED WORK INCLUDES: A. 07990 JOINT SEALERS AND FILLERS 1.3 PERFORMANCE REQUIREMENT: PROVIDE UL TESTED FIRESTOPPING ASSEMBLIES IES WHICH ARE APPLICABLE TO EACH CONDITION ENCOUNTERED, OR IN me ABSENCE. OF TESTED ASSEMBLIES, PROVIDE PRESTOPPING ASSEMBLIES AS RECOMMENDED BY THE FIRESTOPPING SYSTEM MANUFACTURER'S STAFF ENGINEERS AND AS APPROVED BY AUTHORITIES HAVING JURISL tCTION. Ming- P DItC„ 2.1 MINERAL FIBER FIRESAFING: U.S.G. "THERMAFIBER SAFING INSULATION" OR EQUAL. e.2. FIRESTOPPING SEALANTS AND PUTTY: PROVIDE THE FOLLOWING OR EQUAL: A. 3M FIRE- BARRIER FS -195 WRAP, Cr-25 CAULK AND MOLDABLE PUTTY. B. SOHIO CARBORUNDUM FIBERFAX FYRE PUTTY. C. NELSON ELECTRIC COMPANY, FSP FIRESTOP PUTTY, CLK FIRESTOP SEALANT, CMP FIRESTOP COMPOUND. a, DOW CORNING CORPORATION, SILICONE RTV FOAM. E GENERAL ELECTRIC COMPANY; PENSIL 100 SEALANT AND 200 FOAM. F. HILTI CONSTRUCTION CHEMICALS, INC., CS240 FIRESTOP SEALANT AND CS 2420 INTUMESCENT WRAP. G. INTERNATIONAL PROTECTIVE COATINGS CORPORATION, FLAMESAFE AND KBS PRODUCTS. H. TREMCO, FYRE - SHIELD OR FYRE -SIL. 2.3 ACCESSORIES: PROVIDE ANCHORAGE ACCESSORIES AND OTHER COMPONENTS AND ACCESSORIES AS NEEDED TO PROVIDE COMPLETE, EFFECTIVE FIRESTOPPING SYSTEMS COMPLYING WITH UL TESL ED ASSEMBLIES. .r3: EXEC[TION 3.1 INSTALLATION: PROVIDE FIRESTOPPING MATERIALS AND THICKNESS AS REQUIRED TO MAINTAIN THE FIRE- RATINGS OF THE ASSENBL'ES INTO WHICH THE MATERIALS ARE INSTALLED. STRICTLY MATCH UL TESTED ASSEMBLIES. INSTALL, FIRESTOPPING WITHOUT GAPS AND VOIDS OF ANY KIND. A. INSPECT FIRESTOPPING WORK AND REPAIR OR REPLACE WORK WHICH HAS BEEN. DAMAGED, DISTURBED, OR REMOVED BEFORE FIRESTOPPING IS CONCEALED OR ENCLOSED. END OF SECTION SECTION 07900 JOINT SEALERS AND FILLERS PART' 1 . GENERAL, 1.1.. DESCRIPTION OF WORK: THIS SECTION INCLUDES, WITHOUT LIMITATION. A. PREPARATION OF JOINTS. B. SEALING AND FILLING OF JOINTS INDICATED AND JOINTS, SEAMS, AND INTERSECTIONS BETWEEN DISSIMILAR MATERIALS. 12 INTENT: THE OF THIS SECTION IS INTENDED TO PROVIDE JOINT SEALERS WHICH HAVE NO ADHESIVE OR COHESIVE FAILURE, AND TO PROVIDE JOINT SEALERS WII-!T UNIFORM, CONTINUOUS APPEARANCE. 2 ,. cd1C'TS 2.1 COLORS PROVIDE COLORS TO MATCH ADJACENT SURFACES UNLESS NOTED OTHERWISE. 2.2' ACRYLIC LATEX - SEALANT TYPE 1: PROVIDE PECORA AC -20, TREMCO ACRYLIC LATEX, op SONNEBRNE StDNOLAC. PROVIDE ACRYLIC LATEX SEALANT FOR TYPICAL INTERIOR JOINTS. 2.5 SILICONE RUBBER - SEALANT TYPE 2: PROVIDE PECORA 863, TREMCO PROGLAZE, OR GENERAL ELECTRIC 1700. PROVIDE SILICONE RUBBER SEALANT FOR ALL,INTERIOR .JOINTS IN WET AREAS. iAA��XECtAT1�3�3 3.1 INSTALLATION: CI -EAN JOINT SURFACES IMMEDIATELY BEFORE INSTALLATION. REMOVE ALL SUBSTANCES WHICH COULD INTERFERE WITH BOND.' ETCH OR ROUGHEN JOINT SURFACES TO IMPROVE BOND. PROVIDE RACKE.R RODS, FOR ALL LIQUID SEALANTS TO THE GREATEST EXTENT POSSIBLE. PREVENT THREE SIDED ADHESION BY USE OF BOND BREAKER TAPES OR BACKER RODS. FORCE SEALANT INTO JOINTS TO PROVIDE UNWFORM,;:DENSE, CONTINUOUS RIBBONS FREE FROM GAPS AND AWI .PfCKE T S. DRY TOOL SEALANTS TO FORM A SMOOTH DENSE SURFACE. 'MAKE JOINT DEPTH EQUAL JOINT WIDTH FOR JOINT'S UR TO 1/0," WIDE. FOR JOINTS OVER 1/2" WIDE, MARE DEPTH EQUAL TO ONE- HALF OF THE JOINT WIDTH: CURE SEALANTS IN STRICT COMPLIANCE WITH MANUFACTURERS' INSTRUCTIONS AND RECOMMENDATIONS TO OBTAIN HIGHEST QUALITY SURFACE AND MAXIMUM ADHESION. END OF .SECTION DIVE IQN _$ JLIOSIEL& WINDOWS SECTION 08260 Wadi) DOORS PA T1 -CaEi 1,1 DESCRIPTION OF WORK: THIS SECTION INCLUDES, WITHOUT LIMITATION A: . FLUSH. WOOD DOORS. RELATED WORK: WITHOUT LIMITATION, RELATED WORK INCLUDES; A. 08700 - FINISH HARDWARE B. 09900 PAINTING; FIELD PAINTING' DOORS 1,3-, REFERENCE STANDARDS: COMPLY WITH ARCHITECTURAL WOODWORK INSTITUTE. "ARCHITECTURAL WOODWORK QUALITY STANDARDS ". g.; WAI"i1•NTR LIFE OF INSTALLATION, INCLUDE REFITTING, REHANGING, AND ;'l 'REFINISHING. r. '%itlf1, p cT :f - FLUSH-WOOD DOORS: AWI PREMIUM GRADE, PC -5 CONSTRUCTION. SPECIES AND CLIT PAtNT'GRADE ROTARY CUT BIRCH. ARCH1 TECT U Ft lr L SPEC1 2.2 PRE -FIT AND PRE-MACHINE: PRE -FIT DOORS TO LOCATION AND PRE - MACHINE DOORS FOR HARDWARE LISTED ON FINAL HARDWARE SCHEDULES. E,A.,, 3 - EXECUTION 3.1 INSTALLATION: STRICTLY COMPLY WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS, AND RECOMMENDATIONS OF AWI. ACCLIMATIZE 000RS TO PREVAILING CONDITIONS FOR A LEAST 5 DAYS BEFORE INSTALLING. FIT AND MACHINE DOORS THE EXTENT NOT DONE AT FACTORY. TRIM EDGES EQUALLY ON BOTH SIDES TO PREVENT UNBALANCED CONSTRUCTION. DO NOT TRIM TOPS OR BOTTOMS MORE THAN A. USE ON THREADED -TO- THE -HEAD WOOD SCREWS FOR MOUNTING HARDWARE AND HANGING DOORS. MAKE DOORS SWING FREELY WITHOUT BINDING OR SCRAPING THE FRAME AND SO THAT DOORS THAT ARE NOT SELF - CLOSING REMAIN MOTIONLESS AT ANY LOCATION WHEN EIELE,ASED. B. THROUGH- BOLTS: DO NOT USE VISIBLE THROUGH -BOLTS TO MOUNT ANY HARDWARE. C. SCREWS AND PILOT HOLES: DRILL PROPER SIZE PILOT HOLES FOR ALL SCREWS TO REDUCE SPLITTING. IF NOT OTHERWISE RECOMMENDED BY DOOR OR HARDWARE MANUFACTURER, USE 1- 1/2' LONG #12 THREADED-TO-THE-HEAD WOOD SCREWS. WHERE VISIBLE, PROVIDE SCREWS FINISHED TO EXACTLY MATCH VISIBLE HARDWARE ON DOOR. WHERE SCREW PENETRATES INTO PARTICLEBOARD CORE, INJECT POLYESTER RESIN ADHESIVE INTO 'ME PILOT HOE BEFORE INSERTING SCREW TO INCREASE SCREW HOLDING POWER. D. CLEARANCES AND TOLERANCES: FOR NON -RATED DOORS, PROVIDE UNIFORM 1/8" CLEARANCES AT HEAD, JAMBS AND MEETING STILES (OF PAIR OF DOORS). PROVIDE UNIFORM 1/2° CLEARANCE AT BOTTOM, EXCEPT AT THRESHOLDS PROVIDE UNIFORM 1/4" CLEARANCE. END OF SECTION SECTION 08450 GLASS STOREFRONT SYSTEM PART 1 - GENERAL 1.1 DESCRIPTION OF WORK: THIS SECTION INCUDES, WITHOUT LIMITATION: A. GLASS ENTRANCE DOORS. B. GLASS STOREFRONT SYSTEM. C. STAINLESS STEEL GLAZING CHANNELS AND GLASS PROTECTOR STUDS. 1.2 RELATED WORK: WITHOUT LIMITATION, RELATED WORK INCLUDES: END OF SECTION SECTION 0830S ACCESS DOORS PART 1 - GENERAL 1.1 DESCRIPTION OF WORK: THIS SECTION INCLUDES WITHOUT LIMITATION: A. FLUSH ACCESS DOORS FOR GYPSUM BOARD CEILINGS PART PR DL CTS 2.1 ACCESS DOORS: KARP ASSOCIATES (800) 808 -4212, SESAME SERIES #KSTDW/CAD, TYPES AND SIZES AS INDICATED ON DRAWINGS 2.2 FINISH: PAINT TO MATCH ADJACENT CEILING COLOR PART 3 - EXECUTION 3.1 INSTALL PER MANUFACTURER'S RECOMMENDATION. END OF SECTION SECTION 08330 COILING DOORS & GRILLES PART 1 - GENERAL 1.1 1.2 DESCRIPTION OF WORK: THIS SECTION INCU DES, WITHOUT LIMITATION: A. CONCEALED MOTORIZED OVERHEAD ROLLING GRILLES. RELATED WORK: WITHOUT LIMITATION, RELATED WORK INCLUDES A. 16000 - ELECTRICAL a 05100 - STRUCTURAL METAL FRAMING C. 08305 - ACCESS DOORS PART 2 - PRODUCTS 2.1 GLAZED ROLLING MOTORIZED CLOSURE: DYNAFLAIR CORPORATION (813) 247 -4770, DYNAPLEX SERIES 2/12' X 2 -314" LEXAN PANELS. SIZES AND FINISHES AS SPECIFIED ON THE ARCHITECTURAL DRAWINGS. PART 3 - EXECUTION 3.1 INSTALL PER MANUFACTURER'S RECOMMENDATION. END OF SECTION SECTION 08450 GLASS STOREFRONT SYSTEM PART 1 - GENERAL 1.1 DESCRIPTION OF WORK: THIS SECTION INCLUDES, WITHOUT LIMITATION: A. GLASS STOREFRONT SYSTEM. B. STAINLESS STEEL GLAZING CHANNELS. PART 2 - PRODUCTS 2.1 GLASS: 1/2 INCH THICK, FULLY TEMPERED, CLEAR TRANSPARENT, SAFETY GLASS. PROVIDE BEVELED FLAT POLISHED EDGES WITH ARISES AS DETAILED AT STOREFRONT. 2.2 GLAZING CHANNELS AND GLASS EDGE PROTECTOR STUDS: PROVIDE STAINLESS STEEL CHANNELS WITH SIZES INDICATED ON DRAWINGS. PROVIDE #3 SATIN FINISH ON ALL VISIBLE SURFACES. 2.3 GL : \I►1G SEALANTS: DOW CORNING 999A, CLEAR. PART 3 - EXECUTION 3.1 INSTALLATION: INSTALL TOP AND BOTTOM GLAZING CHANNELS, LAYOUT CORNERS ACCURATELY WITH ANGLES INDICATED. .....•>w;, •>.+tt �� y /:�'.:,`s.. s'.e[..,,... ...; si,- ',,..i�. <.i� Jet.'c�kL� :i`:'kiiiyl.�:- .[.'ru' CA TI A. COORDINATE WORK WITH CONCEALED FRAMING AND BRACING TO ENSURE PROPER INTERFACE AND SUPPORT. 6. PREVENT DIRECT METAL TO GLASS CONTACT. PROVIDE SILICONE COMPATIBLE SETTING BLOCKS AT QUARTER POINTS UNDER GLASS. C. SEAL GLASS AT GLAZING CHANNELS AND AT GLASS TO GLASS BUTT JOINT TO CREATE AIRTIGHT ASSEMBLIES. MASK, TOOL, AND TRIM SEALANTS TO CREATE UNIFORM RIBBONS OF SEALANT CONTINUOUSLY ADHERED TO GLASS WITH NO SEALANT EXTENDING BEYOND THE JOINT WIDTH DR ONTO THE FACE OF THE GLASS. END OF SECTION SECTION 08510 STEEL WINDOWS PART 1 - GENERAL 1.1 DESCRIPTION OF WORK: THIS SECTION INCLUDES, WITHOUT LIMITATION: A. NON - GLAZED STEEL SASH WINDOWS 1.2 RELATED WORK: WITHOUT LIMITATION, RELATED WORK INCLUDES: A. 09900 - PAINTING PART 2 - PRODUCTS 2.1 NON - GLAZED STEEL SASH WINDOWS BY A &S WINDOW ASSOCIATES INC. (718) 275 -7900, SERIES 100 RESIDENTIAL CASEMENT PRE - PRIMED HOT ROLLED, SOLID STEEL BARS, MITERED ELECTRICALLY, BUTT WELDED CORNERS, WELDED MUNTIN BARS. SIZES AND FINISH ON ARCHITECTURAL DRAWINGS. PART 3 - EXECUTION 3.1 INSTALL AS SHOWN ON ARCHITECTURAL DRAWINGS. END OF SECTION SECTION 00700 FINISH HARDWARE PART 1 - GENERAL 1.1 DESCRIPTION OF WORK: THIS SECTION INCLUDES, WITHOUT LIMITATION: A. FINISH HARDWARE FOR INTERIOR DOORS. 1.2 RELATED WORK: WITHOUT LIMITATION, RELATED WORK INCLUDES: A. 08200 - WOOD DOORS PART 2 - PRODUCTS 2. I A - HINGES: 1 -1/2 PAIR OF BUTT HINGES, STANLEY (OR EQUAL) FINISH US26D (SATIN CHROMIUM) 2.2 B - C)OOR CLOSER: LCN #4040 SUPER SMOOTHEE FINISH US26D 2.3 C - OFFICE LOCKSET:. SCHLAGE SATURN TYPE - S #551 PD, LEVER HANDLES WITH INTERCHANGEABLE CORE FINISH US26D. 2.4 D - PASSAGE SET: SCHLAGE SATURN TYPE - 5 #510D LEVER HANDLES FINISH US26D. 2.5 E - PRIVACY LOCKSET: SCHLAGE SATURN TYPE - 5 #540D, LEVER HANDLES FINISH US26D 2.6 F - KICK PLATE: IVES #8400 8" X 34" FINISH US26D. 2.7 G - WALL DOOR STOP: IVES #402 FINISH US26D 2.8 H • FLOOR DOOR STOP: IVES #438 FINISH US26D 2.9 1 - DEADBOLT: 2 POINT WITH INSIDE THUME3TURN FINISH US26D PART 3 - EXECUTION 3.1 DOOR HARDWARE SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE RECOMMENDATION OF THE MANUFACTURER. END OF SECTION DIVISION 9 - FINISHES SECTION 09120 SUSPENDED CEILINGS PART 1 - GENERAL 1.1 DESCRIPTION OF WORK: THIS SECTION INCLUDES WITHOUT LIMITATION: A. CEILING SUSPENSION SYSTEMS. B. ACOUSTICAL CEILINGS PART 2 - PRODUCTS 2.1 DRYWALL CEILING FURRING SYSTEM: CHICAGO METALLIC (213) 582 -1100 FIRE FRONT 630 DRYWALL FURRING SYSTEM 1 -3/8' WIDE FACE. 2.2 ACOUSTICAL CEILING GRID: DONN CORP., DX GRID WHITE FINISH 15/16" WIDE 2.3 ACOUSTICAL CEILING TILES USG CORP., 2' X 4' SQUARE EDGE OMNI FISSURED #345 PART 3 - EXECUTION 3.1 INSTALL PER ARCHITECTURAL DRAWINGS AND MANUFACTURERS INSTRUCTIONS. END OF SECTION SECTION 09550 WOOD FLOORING PART 1 - GENERAL 1.1 DESCRIPTION OF WORK: THIS SECTION INCLUDES, WITHOUT LIMITATION: A. WOOD ACCENT STRIP FLOORING PLANKS. 1.2 RELATED WORK: WITHOUT LIMITATION, THIS SECTION INCLUDES: A. 09700 SPECIAL FLOORING PART 2 -- PRODUJCT 2.1 WOOD FLOORING ACCENT STRIPS 2" X 1° SOLID CHERRY PLANKING STAINED TO MATCH SAMPLE PRO VIDED BY. ARCHITECT. FINISH , WITH 2 COATS SATIN POLYt IRETHANE. w .. �...... rLy.., %i- ++rnr+ r ...._.- ...rM. -w•, .,.w�.- w,.:w,w,w -w•+, i.w.M+�•.rt++. PART - 'EXECUTION 3.1 INSTALL PER ARCHITECTURAL DRAWINGS. 3.2 PROTECT EXPOSED FINISHED SURFACES PRIOR TO EPDXY FLOOR INSTALLATION. END OF SECTION SECTION 09650 RESILIENT FLOORING AND BASE PART 1 - GENERAL 1.1 DESCRIPTION OF WORK: THIS SECTION INCLUDES, WITHOUT LIMITATION: A. RESILIENT FLOORING. H. RESILIENT WALL BASE. C. RESILIENT EDGE STRIPS. D. SUBSTRATE PREPARATION. 1.2 RELATED WORK: WITHOUT LIMITATION, RELATED WORK INCLUDES: A. 07100 - WATERPROOFING PART 2 - PROD CTS 2.1 RESILIENT FLOORING: ARMSTRONG "EXCELON IMPERIAL TEXTURE', 12 INCH BY 12 INCH BY 1/2 INCH, #51910 CLASSIC BLACK. 2.2 RESILIENT WALL BASE: PROVIDE 1/8" THICK RUBBER BASE COMPLYING WITH FS SS- W -40a, TYPE II. A. HEIGHT: 4 INCHES. 93. STYLE: COVED BASED AT HARD FLOORS AND STRAIGHT BASE AT CARPET. C. COLOR: MATTE BLACK. 2.3 MISCELLANEOUS MATERIALS: PROVIDE LATEX SUBFLOOR LEVELING COMPOUND; CONCRETE SUBFLOOR PRIMERS; NON - FLAMMABLE, WATERPROOF ADHESIVES; RESILIENT EDGE STRIPS WITH PROFILE AND COLORS APPROVED BY ARCHITECT; AND WAX AND POLISH MATERIALS AS RECOMMENDED BY FLOORING AND BASE MANUFACTURERS. PART 3 - EXECUTION 3.1 PREPARATION: CHECK SUBSTRATE AND UNDERLAYMENTTOI .ERANCES AND FILL HOLES, DEPRESSIONS AND CRACKS WIN i LATEX LEVELING COMPOUND. SCRAPED, GRIND, OR SAND DOWN RIDGES AND PROTRUDING IRREGULARITIES TO CREATE A LEVEL SUBSTRATE IN TRUE PLANE. THOROUGHLY CLEAN AND VACUUM SUBSTRATES IMMEDIATELY BEFORE INSTALLATION OF WORK. 3.2 INSTALLATION: MAINTAIN UNIFORMITY OF COLOR AND PATTERN, CUT MATERIALS NEATLY AROUND FIXTURES AND OBSTRUCTIONS, PROVIDE SECURELY BONDED RESILIENT EDGE STRIPS AND TRIM WHEREVER EDGE OF FLOOR WOULD OTHERWISE BE EXPOSED. A. TILE FLOORING: LAYOUT WORK TO AVOID USE OF LESS THAN ONE - HALF MODULE PIECES. ADHERE FLOORING WITH FULL COVERAGE OF ADHESIVE. ROLL INSTALLED FLOORING WITH 150 POUND ROLLER IN BOTH DIRECTIONS AT LEAST TWICE. MAKE UNIFORM, CONTINUOUS CONTACT AND BOND BETWEEN FLOORING AND SUBFLOOR. LAY FLOORING WITH GRAIN OR TEXTURE RUNNING IN ONE DIRECTION. B. BASE: ADHERE t3ASE TO WALLS, COLUMNS, AND TO ALL OTHER FIXED AND PERMANENT SURFACES AND FIXTURES. RUN BASE BEHIND ALL MOVABLE ITEMS. TIGHTLY BONG BASE TO WALLS WITH 100% COVERAGE OF ADHESIVE. DO NOT LEAVE ANY GAPS BETWEEN WALL AND BASE AND BASE AND FLOOR. HAND ROLL BASE OVER ALL BASE SURFACES AND MAKE FULL CONTACT AND EXCELLENT ADHESION. 1. OUTSIDE CORNERS: GROOVE BACK OF BASE AND FIELD FROM SHARP OUTSIDE CORNERS. KEEP BASE SEAMS AND JOINTS AS FAR FROM OUTSIDE CORNERS AS POSSIBLE AND NEVER CLOSER THAN 24" TO CORNER. 2. INSIDE CORNERS: CUT AND COPE BASE AT INSIDE CORNERS. 00 NOT ROUND INSIDE CORNERS WITH ONE PIECE OF BASE. 3.3 CLEANING AND CURING: CLEAN AND REMOVE EXCESS AND SPILLED ADHESIVE FROM BASE, WALLS, AND FLOORS AS THE WORK PROGRESSES. PROHIBiT TRAFFIC OVER NEWLY INSTALLED FLOORING FOR AT LEAST48 HOURS OR LONGER AS RECOMMENDED BY FLOORING AND ADHESIVE MANUFACTURES TO PERMIT ADHESIVE TO SET AND CURE. DO NOT DAMP MOP OR CLEAN FLOORS UNTIL ADHESIVE IS SET AND CURED. END OF SECTION SECTION 09700 SPECIAL FLOORING PART 1 - GENERAL 1.1 DESCRIPTION OF WORK: THIS SECTION INCLUDES, WITHOUT LIMITATION: A. SEAMLESS INDUSTRIAL FLOORING, 1.2 RELATED WORK: WITHOUT LIMITATION, RELATED WORK INCLUDES: A. 09550 WOOD FLOORING 1.3 SUBMITTALS: SUBMIT THE FOLLOWING: A. SAMPLES FOR COLOR VERIFICATION. PART 2 - PRODUCTS 2.1 SECTION 09900 PAINTING P flRT 1 - IFtdERAL 1.1 DESCRIPTION OF WORK: THIS SECTION INCLUDES, WITHOUT LIMITATION, PAINTING AND FINISHING ALL EXPOSED INTERIOR AND EXTERIOR SURFACES WITHIN THE WORK LIMITS. EXCEPT THE FOLLOWING: A. FINISHED METAL SURFACES AND HARDWARE. B. SURFACES CONCEALED FROM VIEW. C. FINISHED FLOORS AND BASE. 0. GLASS. E. PREFiNISHED MILLWORK. F. GALVANIZED STEEL SION SUPPORTS. 1.2 RELATED WORK: WITHOUT LIMITATION, RELATED WORK INCLUDES: A. 06200 - FINISH CARPENTRY B. 10440 - SIGNAGE AND GRAPHICS; PAINTED SIGNS AND GRAPHICS. 1.3 SUBMITTALS: SUBMIT THE FOLLOWING IN COMPLIANCE WITH DIVISIONS O AND 1: A. PRODUCT DATA B. SAMPLES TO VERIFY COLOR SELECTIONS. PART 2 - PRODUCTS 2.1 PAINT PRODUCTS: PROVIDE PAINT SYSTEMS AND PRODUCTS AS SCHEDULED OR AS OTHERWISE APPROVED BY ARCHITECT. A. INTERIOR WOOD AND PLYWOOD - PAINTED `SATIN ALKYD SYSTEM) COAT 1: MOORE'S PIGMENTED SANDING SEALER COAT 2: MOORE'S SATIN IMPERVO ENAMEL COAT 3: SAME AS COAT 2 NOTE: SAND BETWEEN EVERY COAT WITH SUCCESSIVELY FINER SAND PAPER ENDING WITH 320 GRIT. SPRAY PAINT DOOR #2 TO MATCH APPROVED SAMPLE. 8. INTERIOR DRYWALL AND VENEER PLASTER (FLAT LATEX SYSTEM), COAT 1: COAT 2: COAT 3: MOORE'S LATEX QUICK DRY PRIME SEAL OR LATEX ENAMEL UNDERBODY MOORE'S REGAL WALL SATIN SAME AS COAT 2. C. INTERIOR COLOR WALL BACKGROUND (EGGSHELL LATEX SYSTEM) COAT 1: COAT 2: COAT 3: MOORE'S LATEX QUICK DRY PRIME SEAL OR LATEX ENAMEL UNDERBODY MOORE'S REGAL AQUAVELVET SAME AS COAT 2. D. INTERIOR COLOR WALL GRAPHIC (GLOSSY LATEX SYSTEM) COAT 1: MOORE'S REGAL AQUAGLO COAT 2: SAME AS COAT 1. 2.2 COLORS: PROVIDE AS INDICATED ON FINISH SCHEDULE. PART 3 - EXECUTION 3.1 INSTALLATION: STRICTLY COMPLY WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS FOR BOTH APPLICATION OF PAINT AND PREPARATION OF SURFACES BEFORE PAINTING. PROVIDE UNIFORM FINAL FINISHES, FREE FROM RUNS, COLOR VARIATION, AND OTHER IMPERFECTIONS. A. REMOVE HARDWARE. FIXTURES, ACCESSORIES, AND OTHER WORK OR PROVIDE EFFECTIVE L'ROTECTION TO INSURE THAT SUCH WORK IS NOT PAINTED OR. SPLATTERED. REINSTALL REMOVED ITEMS WHEN PAINTING IS COMPLETE. B. APPLY PAINT WITH BRUSHED OR ROLLERS, EXCEPT WHERE SPRAY PAINTING IS INDICATED FOR DOORS. e C. APPLY AT LEAST THE NUMBER OF COATS SPECIFIED AND APPLY ADDITIONAL COATS AS NECESSARY TO ELIMINATE SHOW THROUGH AND BLEED THROUGH, AND TO PROVIDE UNIFORM FINAL APPEARANCE APPROVED BY ARCHITECT. D. FINISH BEHIND ALL REMOVABLE ITEMS, FINISH INSIDE DUCTS AND GRILLES WHEN THESE AREA ARE VISIBLE. PAINT VISIBLE DUCTWORK, DIFFUSERS, AND GRILLES TO MATCH ADJACENT SURFACES. END OF SECTION SILIKAL SEAMLESS INDUSTRIAL FLOORING AS MANUFACTURED BY SILIKAL NORTH AMERICA, INC., PHONE (203) 754 -8373, SILIKAL R61SL WITH SILIKAL ACRYLIC FLAKES BROADCAST. 2.2 COLOR: REFER TO ARCHITECTURAL DRAWINGS FOR COLOR SPECIFICATION. PART 3 - EXECU TIO 3.1 WOOD ACCENT FLOORING STRIPS TO BE INSTALLED FINISHED AND PROTECTED PRIOR TO SEAMLESS FLOOR INSTALLATION. 3.2 INSTALLATION TO INCLUDE STORAGE, PREPARATORY WORK, BOND TESTING, PRIMING, MIXING AND FLAKE BROADCASTING. 3.3 MATERIALS SHALL BE APPLIED BY SKILLED CRAFTSMAN TRAINED TO DO THIS INSTALLATION. 3.4 FLOORING SHALL BE INSTALLED IN, STRICT ACCORDANCE WITH THE RECOMMENDATION OF THE MANUFACTURER. END OF SECTION • ...,.. .s, L4.;r.3,4L %,iiNi.St��?�5.T�r -0, t', ✓r , ri .WW, sG.1''}= :"Ird:5':`. 11�I�IIlllji�1�11111111111111! 11111111111111111111,111111[11`irtif 11II I' }11 I 111 " 11rt X111) 11111111 1 1 11 I .1J.14 5 6 7 _...... 8 0 f0 THY INCH 1 2 d93 4 , 11 II Ir4a1'I 11111 I1 11 f Id l l 111111.1 4,1111 9 10 NOTE: if *he microfilmed document is less clear than this notice, it Is due to the quality of the .[original document. 11111111111111111111 11 Wi lt4 a RMNq 12. 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J,i.f.w T,..!'..�a' , QIVISION 10 - 'i�iiTliEa SECTION 10670 STORAGE SHELVING 'AI 1 : GENERI+L 1.1 DESCRIPTION OF WORK: THIS SECTION INCLUDES, WITHOUT LIMITATION:. A. STOCK ROOM WALL MOUNTED SHELVING B. PRE - MANUFACTURED FREESTANDING SHELVING. 1.2 RELATED WORK: WITHOUT LIMITATION, IAELATED WORK INCLUDES: A. 06100 ROUGH CARPENTRY PART 2 - PPUOU+Ta 2.1 WALL STANDARDS: SURFACE MOUNTED SPECIFICATION OF ARCHITECTURAL DRAWINGS. 2.2 SHELF BRACKETS: 15" BLADE BRACKETS SPECIFICATION ON ARCHITECTURAL DRAWINGS. 2.3 FREESTANDING SHELVING: PROVIDE STANDARD DUTY, OPEN UPRIGHT SHELVING ASSEMBLIES FROM LOZIER STORE SYSTEMS, OMAHA, NB (WO) 228 -9882. A. MODULE SIZE: 24 INCHES DEEP, 72 INCHES AND 132 INCHES HIGH, 36 INCHES PER SECTION. B. MODEL NUMBERS: PROVIDE THE FOLLOWING: 1. SHELVES: SS324S; FIVE SHELVES PER 72 INCH SECTION AND 7 SHELVES PER 132 INCH SECTION. 2. UPRIGHTS: SSU24072N AND SSU24132N. 3. CROSS BRACES: SSX36072 AND SSX36132HD C. ENTIRE SYSTEM REQUIRED: PROVIDE A COMPLETE SHELVING SYSTEM INCLUDING UPRIGHTS, CROSS BRACE UNITS, SHELVES, BRACKETS, FITTINGS, • FASTENERS, LEVELING FEET, WALL ANCHORS, AND ALL OTHER COMPONENTS AND ACCESSORIES NEEDED TO CREATE A COMPLETE, FULLY FUNCTIONAL. ASSEMBLY. PART 3 . EXECUTION NOTE: SHELVING TO BE INSTALLED IN NON - CONTIGUOUS STORAGE ROOM WITHIN THE ONE COLORADO DEVELOPMENT. 3.1 INSTALLATION: ASSEMBLE AND ERECT SHELVING IN STRICT MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. USE ALL FASTENERS, BRACES, CLIPS, AND ACCESSORIES FURNISHED AND RECOMMENDED BY TIME MANUFACTURER. A. SHIM AND LEVEL SHELVES AT LEGS AND FEET. B. SECURELY ANCHOR INTO ADJACENT WAILS TO PREVENT OVERTURNING. C. TOUCH -UP DAMAGED FACTORY COATINGS. END OF SECTION I I'JIStoN i 1:_ ECG, kenta "i HIS DIVISION NOT USED. DIVISION 12: FURNISHINGS THIS DIVISION NOT USED. DIVISION 13: SPECIAL CONSTRUCTION THIS DIVISION NOT USED. DIVISION 14: CONVEYING SYSTEMS THIS DIVISION NOT USED. DIVISION 15: MECHANICAL REFER TO SPECIFICATIONS AND NOTES ON THE MECHANICAL DRAWINGS. DIVISION 16: E_CTRICAL r 1k\ 5 r 4.1 c.V1 ,, ,_•- MOM en? OF TUKWILA HAY 4 1994 FERMAT GgFPctR •� e. r.. JON GREEKtR • &ASSOC TES C Retail, Design Archi$ectur,' 29355 Northwester Southfield Mi .. 48034' USA: 81 o. 355 iossq. 810 355 O89'5 Facszmfle i.4oiSi�g .Address: 'Poe, Office . 8oz. Smithfield ield P{I 4808 --514 CeyrrI 4 $ oleo, c„f,b,ud Ail 7410i At project -location SOLITHCENTES T .art b.A, WA SPA 1118-A1 (ono levee drawing title ' ARCHITECTUR AL SPECFICATIONS consultant certification fEGIST n KE?iHIiTK L. EIt!'Pt5 STATI. OF WASHINGTON , Pp '2 R;'�9� El revisions I$1 construction 44 *JL 2"i, perrtt AFICL. 21 t9S4 X bidd!ng APRJL 21,--) preliminary MARC,14 2 1 drawn checked approved do not scale this print. use- figured dimensions only:: project number sheet pignber R O.lf t rLn; - ctil`� • ail • 4 1 ‘ar>A.c.werm • lr.`,`�t.r dS,:.iV:.ld9.J'[,S1r't. %i.^•�.•;a.,i C..:':.%. aG.,< n..;.'^ '..ix.y.e.w/,a+>;.Grbr'c1u %�JSw .a,r....,:.'.....�,• •...: ..., r Rubber Base: Wall Coming: 7 Scheme A Paint: 3214_22D NOTE' IN THOSE GASES WHERE THE MALL HAS ALREADY CONSTRUCTED A BARRICADE, 17' WILL BE THE TENANT CONTRACTOR'S l9ESPONSIBLITY TO EXTEND (MOVE) THE BARRICADE INTO THE MALL WI f N HE BEGINS CONSTRUCTION OF THE STOREFRONT, ACCORDINGLY, THE FOLLOWING DETAILS WITH NOTES MARKED THUS: [l WILL NEED TO BE PERFORMED BY TENANT'S CONTRACTOR AND ANY EXTENSION RETURNS ON THE SIDE OF THE BARRICADE WILL NEED TO BE FINISHED TO MATCH. THE FRONT. • TEMPORARY STOREFRONT ELEVATION • (Barricade Detail) Southcenter Mall 7/90 7/90 NOTES: nBRACIN3 AS REOUIRED AND FASTENED PER MALL C!RECTION, EDIAGONAL SUPPORT STRUT. 3. LANDLORD NEUTRAL PIER. ,4. 5. 1/2" GYP. BD. PANEL PAINTED (1 PRIME COAT, 1 FINISH COAT) PER MALL SPEC. (SEE TEMPORARY STOREFRONT SHEET). BARRICADE HEIGHT SHALL EXTEND TO HEIGHT OF MALL SOFFIT/BAND OVER TENANT STOREFRONTS DOOR (IF REO'D BY CODE) LOCATION TO BE DETERMINED IN FIELD BY MALI PERSONNEL. PAINT TO MATCH VINYL WALL - COVERING BACKGROUND COLOR. 6. LATTICE STRIP (TYPICALLY 1/4" X 1 -112 ") TRIM OVER HORIZONTAL. JOINT SCREWED TO STUDS AND PAINTED TO MATCH D12YWALL FINISH COLOR ABOVE. 7. 1/2' GYP. BD. WITH V.W.C. FROM FLOOR TO 8' HIGH. 8. DRYWALL TO BE COVERED WiTH V1ALLCOVERING PROVIDED BY LANDLORD AND INSTALLED PER PATTERN LAYOUT (SEE TEMPORARY STOREFRONT ELEVATION SHEET). 9. 6' VINYL 13. ASE (SEE TEMPORARY STOREFRONT SHEE'i FOR C0L0R). VISOUEEN DUST COVER SECURED WITH WOOD CLEAT. 13. PLYwoco. CARFE7 OR C7tHER MALL APPROVED PROTECTIVE MATERIAL DUST WALK -OR• MAT. BARRICADE HEIGHT ABOVE VINlrl. --� WALLCOVERING TO MATCH MALL OVERHEAD SOFFfT/BAND. 14. DRYWALL Jo on' @a Lt' AFF. (SEE NOTE 6 move,. 15. V.W.C. ON DRYWALL (SEM NOTE .8 ABOVE). 16. 6' VINYL BASE (SEE NOTE 9 ABOVE). 17. SGPEW ATTACH 3OTTOM METAL STUD TRACK TO 2 X 4 WOOD BLOCKING. 13. 7/90 ! IVelovia ALL ILN167141 OTORNIVIC441.0 JIV leiLAIVID HMPIDWAlte. 3, 1110.10v1g 110011142 GIVUM, ( .00(A>N6, ciitii.L.tg TU1'i1, O146, FRrAt'1M6. TRAGIC AMP ? QLATI ! 14MOILUi111. a. asmOve AU, EtXleTiNe CA614111.4P, GAISINETOrf MD MILLWORK �. 11010v11 ALL NM/4M M.00R Coviooltal, wLkes mcfret2 an -IMAM I'LpATc44 4 6CRAPIS TO of 1UOTWOLUbii 00NOtTION TO MOM* WI II. ALL 63cleTei LWi -ITH6 TO eIB recroCnV6L`+. i. MICA ICA AL!'. XeTete RI ALL OIWOR (M94140 R6, 6LAft bM L. l5 rek 1. o*111Q■ iixl$TP *ULU! AA INDICATRC7. PATCH 4 AIWA1t FLOOR A6 REGASSSID. ' pUANSINS CO4 RACTOR TO Ilditlesed dEX161T?i4k LN@16 AND PIXTUREAS Ae Nol6.ATBD. ALL ADANOCNED LP $ TO 1!'IE RerlOvED TO A POINT sie. 6iA OR WriHN PNI$i*D M.00PR, W'4 JA OR ORILN* AM CAM= e. ALL H@'AT1140 COOLING 6UP PL.Y AND RETIURN AiRR OUOTCANO OPIRIN144141. TO Me RAMC, MOVE i 1U 011.1142 HElebtrb P Rect41212. 60 8HEET P1 -1 ANU 11 -2 FOR ADDiT1CNAI. NFO 1ATIoN. IPl. P HOVt A&.L OXII Mhr ssAeti 11CUt.Di , 4Y AND TRIM . IL /14ERPIOOTAT6 TO 061 PRILCCATIto. GEN bHIIIIT I4.1 Pot M!W LOCATIONS. 14. 6)CieTN ELECTRICAL MOOR cUpcniT PANEL CAE ONET, PIETERF'! TO BE RE -48E17 EQUIPMENT U14EIRI~ f'G'84IBLE. G. NLEQ111v16,yL rT01@ 1 P glo a .N. • LINI �DtlFil /rsi 0.011/411 NOT N CN .1l � ` 1s. AirmOve AU. Melt* TD 1211P671814 dbkil�NA7ifo ' L4 aLrQlae • @ rclNt to mum=�TlIBlC t /4 . OP.� AT AU.: A O t i : Ms ir �. • *. Y l.IP l'1ATI 111AL pl TO per, PROPINITY ) /WANT *9.116A O'[i R 14411104 AGii 111110i'A 11. AU. Nl1J.e* c T1 TICe 0, Nc1. Mt NOT LIMAN> Tiu . ITAPRI I<i (RTC. 4164 AU. ea , t .11168 Ie, MALN. CONTRACTOR 440149111100 (4t 1111 101AaitTS Vii#) 440.1.1. REX:CA W AND NAi$ 18 I $47 CAD$OdlO T LANDLORD. eARlRICAple (Xi 1i3' NON-CoM. PARticLe aA00 ON t.Wt4L,' 611112 PRAM TO 121-8' Mg PROMO cLiii44a4 TO 1"RQ7 T t104.1. r..OGi „ ti6TAU. NYLON PrEt4sGICSID I°LA6Tic C.+J t 11,411Rdielt AT 'Mr AM NOM 19. + 3 RAC. CONTRACTOR 01(:4(.6. Rettchis ALL w o n . Plree. =Malt OR MAT» DO j AI"l�Atg909'1 tNtJfi>i � I°r1E'3�1T 7D, plIMOLtrictl eNAN.L IHreptfirmi turn.' THE GiLJJIIlT enJ01111INT 6P THIi ADJAOINT TENANT ("AMA A OIR MAU. Calif* ANNAI & NOTES: .••••• 1. 3 -5/8' 249a. STEEL STUDS @ 24" O.C. 2. 1/2' FiRE RATED GYP, SD. MOUNTED ON STUDS (NON - TAPERED IF AVAIL.) a VINYL WALL COVEFtiNG APPLIED OVER 3YP. BD. TUCcEU INTO BUTT JOINT T'Ail.1). Gyp(SEE DE. 130, FASTENUt,G SCREW HEADS FILLED FOR SMOOTH FINISI -L 5. OBL STUDS EVERY 4'. G. IF REQUIRED ay CDOE DOOR PREHUr� c HOLLOW CORE WOOD 000R AND FRAMME (NO TP SET FLUSH WITH FACE OF BARRICADE TO SWING INWARD (UNLESS REQ D. BY CODE), 4. T 1 7/90 JON•GREENRERG" & ASSOCIATES INC Retail Design & Architecture 29355, Northwestern Hwy Southfield MI 48034 USA.' 810 355 0890 810 355 0895 Facsimile Mailing Address: Post Office Box' ,5141, - Southfield MI' 48086-5141. project-location ,o‘so3. 0 revisions construction 8 pormit bidding t preiirninary checked approved J r• MN OF Tuk-witA MAY 4 IVA Pew G1tP1T1tFd do, not scab this print. use' figured dimensions only. project' numcer nix4).7041,,4`s,4:•::i i+:ru�:+.`:.od..a.+ ';,: ....,...rte ».., ::�.r�c -:Ta ....vl �'u �.t'. _� "'•fJ;; IlfII IIlrII�I�I�jIllllil�llllllliliI It1JlII 11111 _ .11[�11-Li 0 16THSINCA 1 2 DIE 6Z 8G LZ 9Z 9Z VZ ' eZ ZZ !! li! l!!!! 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Tin 1100111 1!1!1!it 11!!lgn11!!!ilnll!1!!I!!�ilnlO floor plan finish schedule storefront elevation john rushmore design group elevation jeffrey michael logan bay demolition notes jga . reflected ceiling plan electrical plan architectural plan reflected ceiling plan elevation of storefront plan section recessed glazing base section thru storefront glazing general details wall sections general details floor trans doors general details and toilet truss section detail truss seismic details interior elevations decor plan notes fixture plan . architectural specifications , . section plan detail . . . . . . . . . . . . . . .