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Permit B92-0005 - SOUTHCENTER MALL - WET SEAL - TENANT IMPROVEMENT
This record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. B92 -0005 Southcenter Mall — Wet Seal 957 Southcenter Mall RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION F,age # Code Exemption � � �� Brief Explsnatoty Description, Statute /Rule The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals' social security Personal Information — numbers are redacted to protect those Social Security Numbers individuals' privacy pursuant to 5 U.S.C. sec. 5 U.S.C. sec. 12 DR1 Generally — 5 U.S.C. sec. 552(a), and are also exempt from disclosure 552(a); RCW 552(a); RCW under section 42.56.070(1) of the Washington 42.56.070(1) 42.56.070(1) State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information — expiration dates, or bank or other financial RCW DR2 Financial Information — account numbers, which are exempt from 42.56.230(5) RCW 42.56.230(4 5) disclosure pursuant to RCW 42.56.230(5), except when disclosure is expressly required by or governed by other law. b92-0005 wet seal 957 southcenter mall •�T SE,A4' L CERTIFICATE. OF OCCUPANCY CITY OF TUKWILA 6300 SOUTHCENTEjw4tOULE.V,ARD, SUITE 100 TU101 ALA, 11A'§HTfiidi ON7 _98 THIS CERTIFICATE J IA rUED ,013, U N TO THE 2EQUIREMENT5 OFd�SECT�IO 307 OF THE UNIFORM BUILDING O E Eta ;T,I'F,Y NC 'HAT A ' THE'. T I OF, #IMSSUA ,T S STRUCTURE WAS IN COMPLIA C��'�JI �TH TH VARI� °O JS ORD,INANCES OF THE CIT a REGULA ING BUILDING CONSTRUCTION'' SE'AND 'LL ¢ APPLICABLE '. cI Y FIRE CODES. I F� O F OLLOWING: r f el Y ,n< ET SEAL : � AL , -so.:,,,„,/ ���57. c gOUTHCE;NR TEMA'LsLVY "''°- .. .: 62304-9023 , .w.._-�. / ( N . OUe 'HCENTE '• {JOIN � VENTURE< . r) . / n up'ainojr: STORE ,r - Gro : B -` Y Permi,X NO:,,-.71892'-0005 y$ d k TYPE OF CONST.: II - UBC EDITION (year) 1988 SETBACKS: N- S - E- VJ- FIRE PROTECTION: S prinklers Q Detectors t`UA UTILITY PERMITS REQUIRED? BAR /LAND USE CONDITIONS? lies (R) No 0 Yes ( public WorksL ®No ZONING: CONDITIONS (other than those noted on or attached to permit/plans) + APPROVED FOR B ISSUANCE Y: ) '11� +U - BUILDING OFFICIAL DATE -.- / •- CITY OF TUKWILA Dept. of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING PERMIT NO. DATE ISSUED: ,,,SITE ADDRESS 957 Southcenter Mall PROJECT NAMETtENANT Wet Seal WORK: Q Rack Storage O Reroof 0 Remodel (residential DESCRIBE WORK TO BE DONE: PR•PERTY •WNER ADDRESS CONTRACTOR ADDRESS WA. ST. CONTRACTOR'S LICENSE # ARCHITECT ADDRESS FLOOR�::i; TOTAL SIGNATURE: PRINT NAME: CERTIFICATE OF OCCUPANCY NO. 69a-oOD Jacobs Visconsi Jacobs 25425 Center Ridge Road, Cleveland, OH Total Development 7753 West Golden Lane, Peoria, AZ TOTALDI098Q1 RenQel & Co. Architects SUITE # :+ 333 El Camino Real, Tustin, CA BUILDW PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) DESCRIPTION;:.:: BUILDING.PERMIT. FEE. PLAN:CHECK FEE: . BUILDING` SURCHARGE DATE: :TOTAL DATE ISSUED: :AMOUNT' , RCPT #' :674.:50 :438.43 5471. PLAN CHECK NO.: B92 -0005 5.. '+QRitylA'TI VALUE OF CONSTRUCTION - $ 110, 000.00 ASSESSOR ACCOUNTS 262304- 9023 -03 TYPE OF Q New Building A r Tenant Improvement 0 Other: (commercial) U Demolition (building) U Grading/Fill Partial demo of existing stores, new interior retail tenant improvements. PHONE PHONE 4.50 216 - 892 -2300 ZIP 44145 602 - 486 -1416 ZIP 85345 EXP. DATE 11 -13 -92 PHONE 714- 832 -3333 ZIP 92680 •:•DATE:::•• l -06 92:: / 3F /? MPL•1AN SQUARE OCC. FEET LOAD 7 180 192 SQUARE FEET OCC. SQUARE LOAD FEET OCC. LOAD SQUARE FEET. OCC. LOAD SQUARE FEET OCC. TOTAL LOAD SQUARE FEET 7,180 7,180 192 192 TOTAL OCC LOAD I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of lav and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not pre - e t' give authority to violate or cancel the provisions of any other statC e:' local laws regulating construct' • or the performance of work. I am authorized to sign for and obtain this building permit. COMPANY: i D 8)aoP/IeN /Nr, This permit shall become null and if the works not commenced with/n 180 days from the date o , issuance; orif.the work is suspended :or abandoned. for: a period o1 180: days.: from; the last inspection. U /i.'GFIU CITY OF TUKWILA, WA * * * * * * * * * * * * * * ** TRANSMIT Number Permit No Parcel No Site Address Payment Method * * * * * * * * * * * * * * ** Account Code 000/322.100 000/386.904 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Reprinted: 01/31/92 16:51 TRANSMIT ***************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** : 92000058 Amount: 678.43 01/31/92 16:50 : B92 -0005 Type: B- BUILD BUILDING PERMIT : 262304 -9023 : 957 SOUTHCENTER MALL : CHECK Notation: TOTAL DEVELOPMEN Init: DLM ***************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Description Paid BUILDING - NONRES 673.93 STATE BUILDING SURCHARGE 4.50 Total (This Payment): 678.43 Total Fees: 1,117.43 Total All Payments: 1 ,117.43 Balance: .00 G� PERMIT NO. CONTACTED Ri cK L. o� -"L� �01 ` BY (init. DATE READY D ATE NOTIFIED PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) AMOUNT OWING b--1 j , 3 3RD NOTIFICATION BY: ( init. ) � BUILDINGI?ERMII' APPLICATION TRACKING PLAN CHECK NUMBER 8C1 a 5 INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) A `L T SQUARE FEET SQUARE OCC. SQUARE OCC. FEET LOAD FEET LOAD OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET TOTAL SQUARE FEET OCC. LOAD DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. PARTMEN DATE IN Q ,A TE 1928 CONSULTANT: ROV BUILDING - i i,, l� initial review (ROUT 2aAN9Zz , - i '- 92- FIRE PROTECTION: ') Sprinklers z2,. - s - 1/ FIRE DEPT. LETTER DATED: I--z •f-- ?7- INIT: J WFIRE O PLANNING O PUBLIC WORKS O OTHER PROJECT NAME SITE ADDRESS IEQ UIREME a ME NjA A/e INIT: INIT: QJ� Soukment Mall Date Sent - ZONING: REFERENCE FILE NOS.: MINIMUM SETBACKS: N- UTILITY PERMITS REQUIRED? PUBLIC WORKS LETTER DATED: S- SUITE NO. Date Approved - Detectors — 7") N/A INSPECTOR: 5 BAR/LAND USE CONDITIONS? ( - )Yes (l No INIT: 'BUILDING - 06 �,y� ° I Z TYPE OF CONSTRUCTION: UBC ED TION (year): final review )____ INIT: jt- 1c166 TOTAL OCC. LOAD REVIEW COMPLETED SITE ADDRESS C151 SUITE # VALUE OF CONSTRUCTION - $ PROJECT NAME/TENANT WC -I- StAL ASSESSO ACCOUNT # w 2(„,"n04- 902.30 (commercial) U Demolition (building) 0 Other TYPE OF U New Building U Addition N Tenant Improvement WORK: 0 Rack Storage 0 Reroof Remodel (residential) DESCRIBE WORK TO BE DONE: PWIA D GF- Ex l STING Mi2eS ; 'JEW 1 th a,21 I L 1 ) VJ* (NAP RoVMIS BUILDING USE (office, warehouse, etc.) i c-Ift1 tr, - (l&)I .W ''.S 61,011 NATURE OF BUSINESS: cLa -ij, WILL THERE BE A CHANGE IN USE? 0 No Ye If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: .- 1 b 0 5F Tenant Space: •--j t go F Area of Construction: —7 1 30S 1 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? kr No 0 Yes IF YES, EXPLAIN: (ZGO 2 -4 ' 0 42 } 3 PROPERTY OWNER J>!'tcobs k;1 SCc i 4- JA of S co PHONE E � b� , z 300 ADDRESS 2.S-4-26 (eN T2 f PO. ,, CLGVLJ\N/ c:14 PHONE ZIPArz_1 /f.s `` ZIP CONTRACTOR �pi. ADDRESS WA. ST. CONTRACTOR'S LICENSE # EXP, DATE PHONE •i t 4 . e 32 . 3 3�3 3 ARCHITECT S �" G i � j kcpc�I(-,� j ecTi ADDRESS ' 3 GL chh az) Ki.,AL, •Tu sr N , c A• ZIP ci7. Ga i 0 CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 PLAN CHECK NUMBER 139Q BUILDI3 PERMIT APPLICATION DESCRIP.TION`:' ":`'> BUILDING PERMIT FEE ? PLANCHECKFEE . BUILDING SURCHARGE ..... TOTAL: I HEREBY :CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AN BE TRUE AND CORRECT, AND:: 1A :AUTHORIZED TO APPLY FI R :THIS PERMIT. SIGNATURE BUILDING OWNER OR AUTHORIZED AGENT CONTACT PERSON DATE APPLICATION ACCEPTED PRINT NAME RI ty424c 1 ADDRESS EL/ C"1 Vi,i fvA) 1 '2 / i, r TlsTi N CC -t - W3 A r -01/3 AMOUNT to 74 ;t 1k " t .3 DATE APPLICATION EXPIRES RCPT :# DATE DATE PHONECfl X332. 2333 CITY/ZIP -`USTt(\J,C•A C{2LE PHONE - ,(4)83z 3333 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. • ;7, COMMERCIAL „. . . .„ NEW COMMERCIAL BUILDINGS/ADDITIONS Completed building permit application (one for each structure) • • '• .••••• •. • :.• . „ . „ ri . Asse6scirAccotint Number : Two sets (2) of the followin : . Structural calculations Stamped by.e.yVashington Statt .•• .. ••••••••••••••.... •-• engineer?, . , .:•:. . . . ....„ .........,....„,...„•:..,••••,..:.,„:........„..,.. ,,... . „..,..., ,..„. . :Solli:report:stempeq by 4 r.• • • • ,,,..,......,.•.... , •,...•......::.: . :.....:.:........ . •: .. ',..,...:-.:?..:••••.: •.•..-•„-:...-•••-.-".......-...--•••••• .•••... -' • ::::••:-......-,.::........... .......••••••:::-..........:.-..... .....• ...:.... - - --••••-••••• • • ..- ' : - •. ..• - • • - • . . . . - .. ..,........,.. :,..,...................: ........ ::::::,...• : . • ,:,..,.::... ::•....,:::::.„..,..::,:..„.•:....,....„ . ,:.:•.:,:-...:,:••::::.:••:•,:„.-•.??....:::::::::.•.,..,,.......:.:-..:••• :::.: ...Topographical. survey''.:.- :1.....'•. : • • ••• • •: 2 ' . ... : •:::,:.„.:.:.,-..•••'....:-...:....?..?.:....;::-.]:,":::' , ..... ...... , '......:::•:::-:-••.:;:•:::::.:::::: ............ . • ......,.• ..• . .. ••••••.....:.•-.....-.•:•-• I Energy calculations stamped by a".WaShingten;•StatelicenSed:',-: engineer or arChitect. -...":"::•.•: '...,::-.:'•:..::i::•••:::::::.:-.5...---•:•...":•-•"...:,:":"::::,".::::•:::::::.:•::::•:::::•:.'"..:-::"••••":::."•.::::::::. - --..--. ..... •••••• •••• .... ••• . ••••• . ::.:":•••:---::"....'•:-:-.•;."..„-:.::: .-:-.-•:-•••-•"•::--:::::::::::::::.•::::::-:-::::::::•:•':•''':::::'.:::::::-:••:•':'•g:::::::''.."'"::::"::::::::::;:::::: —. . . • . -. ... - -.,....- ...• -: • ............• • . ...•••:-.....-."...........?:.....-:.••••••..:::::,.........-.:::::•:"---•. ... • .. •- f Workin drawings stamped by a Ar■rotlirtgtoo:Otitto:!iCertso01 architect, which incitide ..........••,.,. . ,., . ..:„.,„ ...„......,......,.,..„...,.....,..,...: „: ..,..... '' .....:::: . ., - . . • ...........,.......•.... :.? ..• ... •.. "• ".. : - •.....•.. •••••••....--.-...., • : ,........- ...- ...........:,.......: .-.. ' - - ---...- : -..- '. -, -: - '...'• .- .:-: -...:: . --..... - ..'..--...:•:-.:- • • . .. . • .. ...- • , -.... . .. . .. .. • .. .. ..... . .. . . . .. .. .....•. ..... ..• .. • ' • " . .. .. .. . ... . . . . . - „ . . .. . . . .. . . . .. .. . . .. . . ..... . '. ..."...1...•....!:Architecturaldrawings„:::::::::::::::.„......„....,.,...,,,...„.:::::::::::-,::::„:,-.:........:......?......,.?:,...,....,i::::::::,u,..i.,..„.......,•::: • •-•......". StruCturat.drawings.:-••••::::::,•:',•;::::-....,...-..:::::,;;,:...::::::::.,....;.•:.:,:::.:::::.::....,:..::::,.•:::::::: ................................... ........... EleVatiOns'.••••••::::.::::;-„: " .:',..:•:::-."?'.i . :::: : :::::•:-:-..:,;.::: :' '. : .:: ' ,... . :- ." : ::: : : -. ," : • : " .: •"::::: : ::::::::•,"::::'...::::::::: : ::.•":": : ::::::::::"...::::•; : -......t.:::::::•:::"::: : :;-"•;": :::".••••' Civil drawings.,•:. .":" . ": :: : : : : : : " .:• ; „ ":" . ".......: : ::::: : :: , ::: • ?•:: : ::: - ::::::' , .:•„::::::::::::::••:: : ::: : :: : :::::: : :: : :::: : : ; :•i,.:: : ".• : ::::: :: : : : ; :• : ;:-' . ..:::; ::::-•. : : : :::: :,: ; .... : t ...ands c a pe : plani:::::: :- :::i::. : :::: : ,: : : .. ..::::: : ::i. : ,:.:::::: : :: : :: : :• - .. : : : , ,i::•:., • :,i : .• : -- . ... - ,i•;•,.. : i::::::: : :: : - ........ : ::::. : .::: : ,::::::•::',:::::::::„...• : ::::: : :::: :: -.'",:-.. , .....,:• :• ,: : :: : : : ::: : :„:, • utili permit application (one for en project) : :.. -.:•.......,..... .........:::: . ...:'......:.-:::::-.......-•.-....•'''•:::::-::-.-.••••:•:.:::„::::..•":"!"",.:::':::::::::-.":•.:.::F.:•:,:::::::::::..":::::::::::::".'•:•.•••••••:•:,:.':-....•:',:•-•::::::::::::::::•:•••:'.'..-:-.•:-:-:%:5::: Sii(6),Sets of civil drawings NOTE Sett . ... utility ..i) erni it application and for s........P:ec//?::::.‘„•!"!! :. i ::: :•:::::: ::::::: , J .. • i : submittal • requirements. :::' :::::::::::: ::,:::::::',.: :::••:::::•:•:::::::::::::::::::.:::: ....,; . ..... h :: : T. I. Compl Assessor : Account .Number • , • .• • • : ::•.• ,.,..... Specifications • .: . „. „„ . : : . . : : . :: • . . Building floor plan showing Entire SpaCe:Whare.:: Will be located Exit •'.•DitnenSiens.et „.. • Tenant'. Pat:i.ttecii• . tookOt0i . age . layptit;::ais I 1 RESIDENTIAL SUBMITTAL CHECKL ST :SEROOF [ Completed building perrnit one:-foreach.strtiotUre !AseSior..-ACcOunt Number • • • : . • :. • - • • . • - Narrative: describlrig roar, „Material: hOing • a00 material being installed NOTE Acortitication letter is required prior to final Inspection and sign „ „... . . TWO,SatS(2) NOTE Include dimensions of racks (height, width and length) aisles and exit :ways on plan trticiiiraiIcalculationStamPed MashingtonStatelicensed : - engineer (rack storage 8 and over) 77 " • NEW SINGLE FAMILY Completed building peftnit•atiplicatioril(one.fer:each:streetue): . • :: . • . . • • • •• • . • •—•• ....'•••••:•-• • ASsesser.:'AccoUnt Number • •,• • • • ••. . ... . Foundation plan Include access to building showing • •:Site • ... • .. Floor pl width and • Roof plan Building elevations (all views) Building cros section __j Washington State (:nergy Code data Completed utility permit application El Six (6) sets . : . . . •••[:"•.• . Of ' .61i 4 0 190P s hPYYTg NOTE Building site plan and utility site plan may be combined See utility permit applic an checklist for specific submittal requirements Additional topographical : • a nd oils in formation may be required • •:,• •.• site condition. • • .. • . • " • . . COMMERCIAL TENANT IMPROVEMENTS Completed building permit application (one for each structure or '..::•tonant):::.:•:........„:......u:„.: . .....? .:- ....•:'....::::::::::::.''....."..".:::::::::-:::."::::"."':::":i':::::i;.::::::. :. A s s°'s s Number 6i Nut?(.•e•••::::::::::::.:::::::::::0":::::::::::::::::•::•:•'."•":"..:::""::::::.::... ::. :' ::,•. :: : . jiili:;':iihioni•i091q09!...:::::::: ...i .. .• .. ...!!'. .. ...:'''.::: • •, ,.......... •-•.-:,..,:-,•,::::::.!..'Locitiri.g..:and. PrOpOsei.l.:::pqr%,..t...E••;i:.,..6haiigaef,!!....() : • --••••. . La n d s c a pe E.?.' 9 plan ..:..(if...iiPP!.!.'?'"........:::::......::::::....::::::::::::::..:::::••••• ....:.,...::•. . . ..:. . :::.,...:::::,.....,.:,..••.-...:,-,..„,:,.....:-....:::::::::::,::;:::::::.::::,,,..„.....„ .,•:.:,,'::''''''.".::::•'.,::::::.:.'.'..:::::::.:::::::::::.:•:".': . .if . ':' .. Overall building jaii::.:::....: p .,.....:.:-....,::: .......,....i........„.:„.;••:::...,•:,..J..........::::.........:::....:.........::::: '•::::::,....::::,:•::.::.........:::::.....,..,:::. .. ••-:•':,-.••••••••''..' Tenep flo6iIi6n: :...:.•..•:•::::••.,• •,•••••:•,'••••::::::•::''''.411tin4ht'..?......i:',..••i:..','.....''.:::.;;''''.::.... Use of adjacen (common H 'Overall •:••••: ion of :buildlni? or Floor plan of proposed tenant space Tenant space Pla0:rt. • ...Exit doors w to be demolishe S 1- Construction details • • • • ...•••••• Cross sections showing,wall.construCtien-On4itiethed:et..::::":::•!•: .StrucFuraI :calculations'stheiped oy:a .• .. . ... engineer may reqUired if•strUctural.Workis:•to•ee:.done•(2.'setsy:.-':::•:•: . . • ....... NOTE If any,tifilityyiork Is to be done submit separate utility permit :::•.appliciticifi and plans ..... • •••• Acco .... fil inc .... Ass Two Site Plan (showing Details antenna/satellite dish ''''''''''''''''''''''''''''''' l o c a t i o n '' S tate • Stru ct ural ' 41 cju. • • m ay 1 10000::•:: '1••■••=1101 :.REROOFS permit „..„, • .•• • . • : • ,•„.• • .••• ••••••.•,. • • ••. ,• ,•• • • ,• .• ••• • . • . •• ••• . • .• •••• • • • ••••;:.• • . • Narrative describing ••• .••• • • • •.... •.. • material being installed Inspec TESTED FOR: DATE: PSI A.300.1 (1) pa il Professional Service Industries, Inc. George MARTYN DANIEL CO. 16110 Woodinville /Redmond Road N.E Suite 1 Woodinville, Washington 98072 February 28, 1992 REMARKS: Weld Inspection Technician: S. Ramos Received approval drawing detail for field fix of columns for store front. The as -built condition of the columns reflect what is shown on attached detail. This clears non - conformance noted on report dated 2/28/92 by S. Ramos. Welding is now in compliance with AWS D1.1 -90 and structural engineer approved fix detail. CORRECTIVE ACTION TAKEN Structural engineer approved fix , detail received. cc: (1) MARTYN DANIEL CO. /Geor, (1) mT(7KWI y "Iiti DngGrDB /cab Attachment PROJECT: OUR REPORT Respectfully submitted, Wet Seal Store @ Southcenter Mall Permit #1392 -0005 P.O. #5880 715- 28023 -2 PROFESSIONAL SERVICE INDUSTRIES, INC. - 160 119 gml '0 g 1992 'LANN N -p'i . 7400 Third Avenue South • Seattle, WA 98108 • Phone: 206/762.4884 • Fax: 206/783.2938 STOCK AVAILABLE STRUCTURfiLS W de Varga Bears • I 3earrs Ci a -r eis ees TUBING Scua Repa:s ar BARS arc &rips • Rrs•1-= S_Laras Re ri:-dr- SHEETS PLATE A -514 A BS r;rrP at_s -52. 5.1 GR CUSTOM OM PROCESSING ::r~s SEEM spair.g =Ee3e a :canto A B E C H J K L N L P 0 R . T U V _ Yy X v � 2 3 4 5 6 P.O. Box 3626 Seattle, Washington 9 8124 8 9 10 71 12 13 15 28 2:: 3D 31 32 33 34 35 36 FbU Re4v!R hin ssvivre r ZK �!eriT 1 i2X 1�' ; /�J l r -, y 725x /tr r'rsrx4. Laat6 -TN 2.9.7 x 1¢5 ? S K fior . )¢ � OR 21 R > Q REavdREP Cgi TESTED FOR: DATE: PSI A.300-1 (I) pry11) Professional Service Industri George MARTYN DANIEL CO. 16110 Woodinville/Redmond Road N.E Suite 1 Woodinville, Washington 98072 February 27, 1992 REMARKS: Weld Inspection Technician: S. Ramos On site to perform visual inspection of welding of three tube steel columns to structural framing. Inspection performed per AWS D1.1-90. The as-built condition is not the same as shown on Drawing 5-A. The elevation view shows these columns to attach directly to the bottom flange of the existing structural framing. These columns were found to be welded to a U-shaped frame which is welded to the intended column and an adjacent beam. Welding was found to have approximately, 3/16" fillet welding all around. Welding found to be acceptable per the aforementioned criteria. Welding performed by WABO certified welder; Karl F.C. Doemland; exp. date 4/1/92, SMAW all positions, 1/8" - 3/4" thickness. No details for as-built conditions available on-site. Structural engineer approval as required for this fix. CONDTIONS REQUIRING CORRECTION Structural engineer approval required for as-built condition, with weld details shown. cc: (1) MARTYN DANIEL CO./George (1) 1111KWIrkBUILDINGIDEK;, /cab PROJECT: OUR REPORT NO,: 715-28023-1 9 MAR 0 2 1992 Wet Seal ore c_rw A Y N O N F IN G I U VV ? L . /A P So e uth . c t e, 4 nt s er 92 M . P.O. #5880 Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. 7400 Third Avenue South • Seattle, WA 08108 Phone: 206/762-4664 • Fax: 206/763-2936 i) ANDERSEN BJORNSTAD KANE JACOBS, INCH CONSULTING ENGINEERS March 26, 1992 Mr. Dave Larson City of Tukwila 6300 Southcenter Blvd, Suite 100 Minolta Building Tukwila, Washington 98188 Subject: Southcenter Shopping Center Tukwila, Washington Tenant Space C340, C344 Wet Seal 220 WEST HARRISON SEATTLE, WASHINGTON 96119 TELEPHONE: 1206) 265 -1165 Dear Mr. Larson: We have reviewed the loads from the two columns that are part of the storefront system at the subject project. These columns are 17' -0" apart and are located approximately 9" to the south of grid L. One column is 2' -6" to the east of grid 52, the other is 14' -6" to the west of grid 52. The columns sit on top of a concrete pedestal that is 12" tall and 12" square. The total load including concrete pedestal at each column is approximately 820 pounds. We find that the existing 9 -1/2 " structural two way concrete floor slab can support the loads. Should you require any additional information, please call me at (206) 285 - 1185. Sincerely, ANDERSEN BJORNSTAD . KANE . JACOBB a INC. CS/e" C Alan C. J V418. ..t.7 I 0,I.119 March 24, 1992 MARTYN DANIEL CO. 16110 Woodinville/Redmond Rood N.E. Suite 1 Woodinville, Washington 98072 Attention t George Schultz Re, Wet Seal Store Southcenter Mall Dear- George, Amount; Due for engineering Services rendered on referenced pro3eat if you have any questions in regards to this matter, please feel free to oa11. Very 'firul Yours, I h4. IiLI I t ry Lur Ir, v4 I H NIA tied u00 13[Nba ,ra 1 c0I-0. $ 150.00 M�ke : Visser, P.F. VISSER ENGINEERING coRkANY 19062 SE 320th St )(ant, Washington 98042 { r 60 � 4 C 6 O Dear George, March 24, 1992 HARPYN DANIEL Co. 16110 Woodinville /Redmond Road N.Z. Suite 1 Woodinville, Washington 98072 Attention: George Schultz Re: Wet Seal Store Southcenter Mall THE A ST I IN COM AI444EX TO P.C2 12@SQ9h5.1C9q X have reviewed the Mttached sketches for the TS6x4x1 /4 column connection and have deter^mined'.that• they axe equivalent in 'their ability to resist loads.: If you have any 'furt.her que in ,regards to this or any other matter,. please feel free to call,. '/3 VISEER ENGINEERING COUPANY :19,0,62 SE 320th 8t Kent, Washington 98042 A-A c K M G NTS u.t 111) M 0 "6Cd E00 1o• .. r..•:: -- 1 . . ` ... ...... ..+rn 1 «C at (..) f.1 LL( 1,1. (a ti} f.., t FAX SHEET MAR-25 -1952 08139 FROM THE RUST I N C.OMPP,'i`t' P" I X TO r WIMMIPPMMMINOMO I;i, • (� i,1 )1 i J • y 4. I I I I cc, w h • ri 0 cr. cn I-• 7»: • 4 �, , t , : 11 w t P 0 13 I PdV 6B6 : 1. 0 -19e..iO99 P.04 00, 6t a 1. _ _ �� �J + -� 1'J J x.. 11;A:.(ele - /ze y�. /4diAP 1. '.Jr.4 `1 :'N' C ,,..�, •'{ ,.: 66t 913 h , 9 El. ■G fo vdotx1 ∎tvIVnno.c+cto;rl;; P..d N_t: , tito SA, tivcx,•i'Jati,iiIIG, ?tU72 ( ?(I)a :j /S:4(J )A,x;aa3f .,rM.;Y?. -:MA lYV ro: �1 ..�.. /4 PROM: FAX #% ?ror 41.7" x In the event this transmittal is Intl t z ' or Incomplete; please eat; 20S/4$:34072. REMARKS: i j «/ 4 r co,otiterc, .Y'/ 0 / k/' , G1'/ - d 4 `",' 7 4 FD fret rdifil 'v (Pee/ c; /,4/4, A/ 6rc 661 w> Mat ty n n true Lion Inc. # OF PAGES iNCL. THIS ONE __. _....,.�. ro ect: _ f., G hype o(Inspe ' n: , Address: a51 X10 UthC.�P n Date Called: ^ c a Special Instructions: Date Wanted: 3 `. - c o p.m. Requester: ,Q , Phone No.: Q IA Q - D <Ost,3 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: [inspector: 0. INSPECTION RECORD l' Retain a copy with permit 60-o c)c ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. ,Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No,: Date: • ro ect:— Pe A=1II '.t eCa es: .. • •ressl Special Instructions: Date Wanted: ,,.. 4 : 1 z . . . . . 1 a � m RequesterY Phone No.; 3,4 �� 3 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., 4100, Tukwila, WA 98188 ❑ Approved per applicable codes. COMMENTS: • (206) 41 -3670 Corrections required prior to approval. ❑ $30.00: REINSPECTION FEE REQUIRED: Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ate: - 1 3 Tolect: I `t / r ype o nspect oit �` Address: �1 1 ILIA Date Called: — _ 2 i-, de , Special Instructions: Date Wanted: 5 ....., ) 3 .. .. c i, z am. m, Requesters m ...4 11 Phone No.: 94 2, -ag3 0. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 „Approved per applicable codes. (206) 431 -3670 Corrections required prior to approval. Cl $30.00 REINSPECTION FE EQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [RecePt No.: Date: 'roe . / o nspection: r -55: e ` � r � t o a -�.'. :2).......q_ q0.--.. Sp: aTlnstructlon .r , Date Wanted : 3 -- / r), q Z G p.m. Requester. Phone No.: e � -- O Q 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 • (Approved per applicable codes.. COMMENTS: NSPECTI®N RECORD Retain a copy with permit r C O - 0 00 .S PERMIT NO (206) 431 -3670 0 Corrections required prior to approval. 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ' ro act: I 1JU �T 5- e o nsp c • i� it v� �►' , � - r n -�, Ad g j7s, l n � m4i . lle - te alieda: "" `�� Speclai Instructlons: 'Date Wanted: ....5.__ j -p Requester:. ' /vl • phone No.;.2..9.„ Z.._ 1g/7 — COMMENTS: Spector 0111 7 $30.00 REINSPECTION FEE REQUIRED, . Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection; SPE • ` 1 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. NSPECTION RECORD Retain a copy with permit P (206) 431 -3670 ❑ Corrections required prior to approval. — Reject: IA ' Type of Inspection: f n � , 1 Address: q 7 i r( , , A � Q j Date Called: ? r ,. o Speci Instructions: _ .- Date Wanted: � '� !� .„,.07 am. p.m. Requester: Phone No.: : - 0 d 5 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 • Approved per applicable codes. eceipt No.: I NSPECTION RECORD Retain a copy with permit ❑ Corrections required prior to approval. L 1 Date: (206) 431 -3670 c • PERMIT NO. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ro ect: o � � ype o nspect on: JLi A .,ss:.: C • ! tt olf .te aa.. .-, '' Special nstiuct ons: Date anted: 2 ... ----1 .. . Requester Phone No.: .t:91^ d Q5 > CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS:. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No,: NSPECTION `RECORD Retain a copy with permit ❑ Corrections required prior to approval. Date: X005 PERMIT NO. (206) 431 -3B70 ro e t ; � y pe o nspe on i fa'Ont. A / Date Called: Date Wanted: Z - a 5& ) . a m. Special Instructions: Requester: _ \— PhoneNo.: 2- / ° o — . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per eceipt plicable codes. NSPECTION RECORD Retain a copy with permit (206) 431 -3670 COMMENTS: 0 Corrections required prior to approval. Date: Z i f 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspects n, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project Name Address 9 _ City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188-7661 (206) 575-4404 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM • Retain current inspection schedule / Needs shift inspection Approved with correction notice issued • /Approved without correction notice Sprinklers: Fire Alarm: Hood & Duct: • Halon: Monitor: Pre-Fire: Permits: F'INATJAPP 5 / , e .iotiOrr • Gary L. VanDusen, Mayor Control No.6 9 / e)o Permit No. Suite • Authorized Signature Date • T.F.D. Form P.P. Address: 957 SOUTHCENTER MALL Permit No: B92 -0005 Type: B -BUILD Location: Parcel #: 262304 -9023 CITY TUKWILA CONDITIONS ACOM Status: ISSUED Applied: 01/06/1992 Issued: 01/31/1992 ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 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 Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (277 - 7272). 4. All permits, inspection records, and approved plans shall be maintained available at the job site prior to the start of any construction. These documents are to be maintained available until final inspection approval is granted. 5. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name, permit number and type of inspection being performed. 6. All structural welding shall be done by W.A.B.O. certified welder and special inspected (Sec. 306 (a) 5 UBC). 7. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 8. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 9. Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identi- fication showing the fire performance rating thereof. 10. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1991 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 11. Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identifica- tion showing the fire performance rating thereof. Such identificatn shall be issued by an aroved agency having a service for inspection at the factory. 12. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 13. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be con- strued to be a permit for, or an approval of, any violation • of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. "X" REQUIRED INSPECTIONS PHONE APPROVED INITIALS CORRECTION NOTICE ISSUED 1 Footings 431 -3670 2 Foundation 431 -3670 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 7 Framing 431 -3670 8 Insulation 431 -3670 9 Suspended Ceiling 431 -3670 10 Wall Board Fastening 431 -3670 I ll 12 13 14 FIRE FINAL Insp: 575 -4407 15 PLANNING FINAL 431 -3670 ■16 X PUBLIC WORKS FINAL 431 -3670 17 BUILDING FINAL 431 -3670 CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SITE ADDRESS: 957 Southcenter Mall BuILDIrt:G PERMIT INSPECTION RECORD (Post with Building Permit In conspicuous place) SUITE NO.: BUILDING BC1Q-000— PERMIT NO. DATE ISSUED: PROJECT: Wet Seal CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE (INSPECTOR COMMENT SECTION ON REVERSE) INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if undersiab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and industries — 277 -7272 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. 09/14/90 LAN REVIEW COMMENT( Plan Check No.:VI Z - 0)06 Project: l 9. 61 REQUIRED INSPECTIONS 1/1/4-'L Novt ewL ,i.uarfta /gm 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be Inspected by that agency (277- 7272). 4. All mechanical work shall be under separate permit through the City of Tukwila. 5. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the Inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner, Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special Inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special Inspected (Sec. 306, UBC). 9. All high - strength bolting to be special inspected (Sec. 306, UBC). 10. Any new ceiling grid and light fixture installation Is required to meet lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. 13. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 14. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final Inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final Inspection (see attached procedure). 17. All construction to be done In conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department Inspection should be made by calling King County Health Department, 296-4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractors responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such Identification shall be issued by an approved agency having a service for inspection at the factory. 20. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is In addition to any requirements for special Inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special Inspected. 22. All wood to remain In placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a)7. 24. Validity of Permit. The Issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the Jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 25. A Certificate of Occuoancv will be required for this permit. 1. Footings 2. . Foundation 3. Slab /Slab Insulation 4. Shear Wall Nailing 5. Roof Sheathing Nailing 6. Masonry Chimney 7. Framing 8. Insulation 9. Suspended Ceiling 10. Wall Board Fastening 11. 12. 13. 14. Fire Final 15. Planning Final 16. Public Works Final 17. Building Final LAN REVIEW COMMENT( Plan Check No.:VI Z - 0)06 Project: l 9. 61 REQUIRED INSPECTIONS 1/1/4-'L Novt ewL ,i.uarfta /gm 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be Inspected by that agency (277- 7272). 4. All mechanical work shall be under separate permit through the City of Tukwila. 5. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the Inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner, Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special Inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special Inspected (Sec. 306, UBC). 9. All high - strength bolting to be special inspected (Sec. 306, UBC). 10. Any new ceiling grid and light fixture installation Is required to meet lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. 13. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 14. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final Inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final Inspection (see attached procedure). 17. All construction to be done In conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department Inspection should be made by calling King County Health Department, 296-4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractors responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such Identification shall be issued by an approved agency having a service for inspection at the factory. 20. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is In addition to any requirements for special Inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special Inspected. 22. All wood to remain In placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a)7. 24. Validity of Permit. The Issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the Jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 25. A Certificate of Occuoancv will be required for this permit. Cityy of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #892 -0005 (513) Re: Wet Seal - 957 Southcenter Mall Dear Sir: January 24, 1992 John W. Rants, Mayor The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1.. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10 B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) (UFC 10 -1 (3 -1)) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.6), and shall be installed so that the top of the extinguisher is not,more than 5 feet above the floor. (NFPA 10, 1 -6.6) (UFC 10.301) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher," with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC 10.301) 2. Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 10.402(a). Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) Exit doors shall swing in the direction of exit travel when serving an occupant load of 50 or more. (UBC City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 3304(b)) John W. Rants, Mayor Exits serving more than 50 occupants shall be provided with illuminated exit signs. (UFC 12.108(d)) The mall entrance is a required exit and must be openable in the direction of exit without a key or special effort. 3. Maintain sprinkler protection for all enclosed areas. (NFPA 13, 4- 1.1.1) (UFC 10.302) All sprinkler drawings shall be prepared by companies licensed to perform this type of work. Drawings shall first be approved by the Washington Survey & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Tukwila Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1528 & NFPA 13, 1 -9.1) (UFC 10.305) Sprinkler spacing changes above open grids and sprinkler protection must be extended below obstructions. 4. H.V.A.C. units rated at 2,000 cfm require auto- shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. Central Station supervision is required. 5. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 10.208) All required occupancy separations, area separation' walls, and draft -stop 'partitions shall be maintained and shall be properly repaired, restored or replaced when damaged, altered,. breached, penetrated, removed or improperly installed: (UFC'10.401) I Page number Yours truly, The Tukwila Fire Prevention Bureau City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor Walls and ceilings of corridors serving an occupant load of 30 or more shall be not less than one -hour fire resistive construction..(UBC 3305(g)) (UFC 12.105(a)) All wall and ceiling materials constructed of wood, shall be fire retardant treated. (UFC 10.401) All interior wall covering materials shall be fire- resistive or shall be treated to be fire- resistive, so as to result in aflame- spread rating as required by UFC Appendix VI -C tables 42A and 42B. A certificate of the flame spread rating is required to be delivered to the Tukwila Fire Department. (UBC 4204) (UFC 10.401) RM. 101 SALES FLOOR RM. 102 FITTING AREA RM. 103 EXIT CORRIDOR RM. 104 STOCKROOM RM. 105 TOILET RM. RM. 106 OFFICE CITY OF TUKWILA BUILDING DIVISION MEMO TO: B92 -0005 FROM: RSB DATE: 1/23/92 SUBJECT: OCCUPANT LOAD & EXITING REQUIREMENTS ***************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 5039 / 30 = 168 OCC. BY CELLS = 22 OCC. 0 OCC. 165/ 300 = 1 OCC. 0 OCC. 66 / 100 = 1 OCC. 192 TOTAL OCC. EXITING REQUIREMENTS: SALES FLOOR SUPPORTS OCCUPANT LOAD > 50 THEREFORE TWO EXITS REQUIRED FROM SALES FLOOR. ONE EXIT PROPOSED TO MALL, AND ONE EXIT PROVIDED THROUGH CORRIDOR TO EXISTING MALL CORRIDOR. SEPARATION O.K., TOTAL WIDTH OF EXITS REQUIRED = 192/50 = 3.84 FT. /2 = 1.92' EA. EXIT. MIN. 3' -0" WIDE DOOR REQUIRED AT EACH REQUIRED EXIT. CALLED PHIL SCHWABROW OF RENGEL & CO. ARCHITECTS, TO CLARIFY THE INTENT OF EXITS TO THE MALL AREA. A PIVOT PANEL IS PROPOSED FLANKED BY A SWINGING DOOR ON EACH SIDE. ONE OF THE SWINGING DOORS IS LOCATED DIRECTLY IN LINE WITH AN EXISTING COLUMN AND WILL BE A "DUMMY" DOOR. THE OTHER SWINGING DOOR OPERATES UNOBSTRUCTED AND WILL SERVE AS THE REQUIRED EXIT. NOTE: THE PIVOT DOORS WHICH WOULD BE DOUBLE ACTING WOULD NOT BE CONSIDERED AS CODE COMPLYING EXIT DOORS THUS THE INSTALLATION OF THE SWINGING DOORS AT EACH SIDE. DOOR SWING DIRECTION O.K. OCCUPANT LOAD FOR THIS TENANT SPACE IS SUCH THAT EMERGENCY POWER IS REQUIRED FOR THE EXIT ILLUMINATION. DETAILED ON SHEET E -2, O.K. NEW PORTION OF EXIT CORRIDOR FROM FITTING AREA IS REQUIRED TO BE OF 1 -HR, F.R. CONSTRUCTION. DETAILS FOR WALLS AND CEILING O.K. EXIT SIGN LOCATIONS INDICATED ON SHEET E -2, O.K. PROPOSED EXITING FROM THIS TENANT SPACE MEETS PERFORMANCE REQUIREMENTS OF CHAPTER 33. .. . rr PLUMEN DISPLAY WALL & FITTiipQ'rOM ^ PLAN 'FLOOR & BASE FINISH' PLAN INTERIOR . ELEVATIONS PANEL SCHEDULE, - FIXTURE SCHEDULE CONTACTOR DIAGRAM r • MSCHANIO AL Pl N '& DETAIL S • C'HANIC PEFsllclt;Ik ci�r .I: A :AL.t LATIONS I. ALL MATERIAL AND WMW/ISHII' SHALL CONFORM TO 2. ANY. SUBSTITUTIONS FOR MATERIALS CALLED OUT FOR THESE PLANS MUST RECEIVE PRIOR APPROVAL FROM THE TENANT($ET SEAL) AMD ARCHITECT. SAID SUBSTITUTIONS SHALL BE ACCOMPLISHED BY CONTRACTOR SUBMITTING 5 SETS OF SHOP DRAWINGS AND /OR CATALOG CUTS; TO THE OWNER :FOR APPROVAL. NO WORK TO INSTALL. 5UBSTITLItIONS SHALL COMMENCE UNTIL CONTRACTOR RECEIVES 1, SAID SHOP DRAWINGS AND /OR CATALOG CUTS STAMPED , !APPROVED! AND SIGNED. BY THE'TENANT OR TENANTS REPRESENTATIVE. 3r THE SUBMISSION OF; PROPOSAL WILL BE CONSTRUED,:AS EVIDENCE ,THAT. THE CONTRACTOR HAS FAMILIARIZED HIMSELF WITH THE PUINS AND BUILDING SITE. CLAIMS MADE SUB,SEQUENT:TOTHE : PROPOSAL FO'R MATERIALS AND LABOR. BECAUSE OF DIFFICULTIES, ENCOUNTERED, WILL NOT BE RECOGNIZED IF THEY COULD HAVE BEEN FORESEEN HAD PROPER EXAMINATION BEEN MADE. 4. GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS. 5 . GENERAL CONTRACTOR IS RESPONSIBLE FOR ARRANGING ALL NECESSARY INSPECTIONS FOR ALL SUB - CONTRACTORS WORK. 6. GENERAL CONTRACTOR IS RESPONSIBLE FOR GGTAINING A FIRE SPRINKLER CONTRACTOR; TO PERFORM WORK TO THE EXISTING..FIRE SPRINKLER SYSTEM. THE FIRE SPRINKLER CONTRACTOR IS RESPONSIBLE FOR SUBMITTING. PLAN TO ALL GOVERNING AGENCIES FOR NECESSARY ;TS GENERAL CONTRACTOR RESPONSIBLE FOR OBTAINING FIRE DETECTION SYSTEM DESIGNER AND CONTRACTOR. DESIGNER OR CONTRACTOR RESPONSIBLE FOR SUBMITTING PLANS TO ALL GOVERNING AGENCIES FOR APPROVAL AND PERMITS. a. GENERAL. CONTRACTOR IS RESPONSIBLE FOR FINAL FIRE SPRINKLER INSPECTION BY BOTH .THE BUILDING DEPARTMENT AND FIRE DEPARTMENT. 9 . GENERAL CONTRACTOR TO CALC'FOR FIRE DEPARTMENT. FINAL INSPECTION PRIOR TO TURN :OVER OF STORE. 10. GENERAL CONTRACTOR TO`CALL FOR FINAL INSPECTION AND OBTAIN THE CERTIFICATE OF OCCUPANCY PRIOR TO TURN ,.OVER GRy'5TORE. 11. ANY FEES ASSOCIATED WITH CONSTRUCTION AND INSPECTION SHALL BE AIORNE BY THE CONTRACTOR IN ORDER TO DELIVER TO THE OWNER A FINISHED BUILDING, READY FOR OCCUPPCY AND 100% OPERATION. 12. ANY COSTS INCURRED DUE TO'LACK OF COOPERATION AEONS TRADES SHALL .SE BORNE'BY THE CONTRACTOR. 13. GENERAL CONTRACTOR TO PROVIDE FULL TIME SITE SUPERVISION'XURING ALL CONSTRUCTION HOURS. 14. THE GENERAL- -CONTRACTOR`SHALL MAINTAIN' THE, JOB SITE IN A'CLEAN, ORDERLY CONDITION, FREE OF.DEBRIS AND LITTER. EACH SUBCONTRACTOR IMMEDIATELY UPON COMPLETION OF EACH PHASE OF HIS WORK SHALL REMOVE . ALL TRASH AND DEBRIS CREATED AS A RESULT OF HIS OPERATION. 15. GENERAL CONTRACTOR TO FURNISH, IMSTALL,'AND MAINTAIN FOR - THE 'DURATION OF CONSTRUCTION ALL REQUIRED SCAFFOLDS, TARPAULINS, BARRICADES, WARNING SIGNS, AND OTHER TEMPORARY CONSTRUCTION NECESSARY FOR PROPER COMPLETION OF THE WORK IN COMPLIANCE WITH ALL.PERTINENT SAFETY AND OTHER REGULATIONS. 16. GENERAL CONTRACTOR TO PROVIDE TEMPORARY PHONE AT JOB SITE. 17. GENERAL CONTRACTOR TO FURNISH AND INSTALL . TEMPORARY POWER TO ALL TRADES AND PAY FOR REQUIRED PERMITS AND DEPOSITS. GENERAL CONTRACTOR TO PAY ELECTRIC BILL UNTIL TURN OVER OF THE STORE. 1S. GENERAL CONTRACTOR TO PROVIDE TEMPORARY WATER SERVICE DURING CONSTRUCTION AND OBTAIN AND PAY FOR ANY PERMITS OR DEPOSITS REQUIRED. GENERAL CONTRACTOR TO PAY WATER BILLS. 19. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. RENGEL + COMPANY ARCHITECTS `SHALL BE NOTIFIED OF ANY DISCREPANCY `BEFORE STARTING WORK (THIS NOTE ALSO PERTAINS 70 • ALL SUBCONTRACTORS). 20. THE EQUIPMENT ROUGH -IN'S AS SHOWN ARE ACCURATE TO THE BEST OF OUR - KNOWLEDGE. : HOWEVER., IN SOME INSTANCES,:: THE OWNER ne+ SUPPLIER MAY SUBSTITUTE OR THE , EQUIPMENT .Alt Mr ' * " FROM • WHAT , IS SHOWN. THEREFORE,'THE CONTksClwI SHALL VERIFY ALL CRITICAL DIMENSIONS WITH THE OWNER PRIOR' TO CONSTRUCTION. FAILURE OF THE CONTRACTOR "TO - VERIFY . THESE DIMENSIONS SHALL PLACE THE RESPONSIBILITY FOR ANY SUBSEQUENT RELOCATION DIRECTLY UPON THE CONTRACTOR. 21. CONTRACTOR SHALL SALVAGE ALL EXISTING EQUIPMENT AND OTHER ITEMS AS SPECIFIED BY THE I.ANDLOR:;'FOR TENANT DISPOSITION. PRIOR TO ~STARTING CONSTRUCTION OR DEMOLITION, CONTRACTOR SHALL MEET WITH THE LANDLORD TO DECIDE DISPOSITION OF ITEMS MENTIONED ABOVE. 22. MECHANICAL PLUMING AND MECHANICAL ELECTRIC WORK TO BE DONE BY A LICENSED CONTRACTOR UNDER SEPARATE PERMIT .USING U.L. APPROVAL - INSTALL EQUIPMENT IN STRICT ACCORDANCE TO MANUFACTURER'S SPECS AND LEAVE AIL EQUIPMENT AND APPLIANCES IN WORKING ORDER WITH COMPLETE OPERATING INSTRUCTIONS. 23. TWO COPIES OF OPERATION AND MAINTENANCE MANUALS FOR EQUIPMENT HEREIN INSTALLED SHALL BE GIVEN TO THE OWNER PRIOR TO ACCEPTANCE OF THE BUILDING FOR OCCU- PANCY. 24. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS `"IN SWITCH GEAR ROOM AND SHALL INCLUDE' IN HIS BID PROPOSAL ALL NECESSARY ADDITIONAL REQUIREMENTS , TO PROVIDE ELECTRICAL SERVICE TO PROJECT SPACE. HE SHALL CONFER WITH THE LANDLORD TO DETERMINE LANDLORD FURNISHED ITEMS.• 25. CONTRACTOR SHALL VERIFY LOCATION OF EXISTING WATER METER. HE SHALL' WITH THE LANDLORD. CONNECTION TO THE PROJECT SPACE, PRIOR TO CONSTRUCTION,.'HE SHALL MEET WITH THE LANDLORD AND DETERMINE - .EXTENT OF WORK AND SHALL INCLUDE THESE ITEMS IN HIS RIO PROPOSAL. 26. CONNECT NEW SEWER TO EXISTIMG'SEWER, AS REQUIRED. CONTRACTOR SHALL ` VERIFY AND COORDINATE WITH LANDLORD EXTENT OF WORK PRIOR TO CONSTRUCTION. HE SHALL VERIFY ALL EXISTING CONDITIONS AND PATCH /REPAIR AFFECTED 'AREAS TO MATCH' EXISTING CONDITIONS. 27. GENERAL CONTRACTOR IS RESPONSIBLE roil COORDINATING WITH GAS'AHD ELECTRICAL COMPANY'S FOR THE INSTALLATION OF EACH METER IF NECESSARY. 2i3. VERIFY ALL OPENINGS THROUGH CONSTRUCTION WITH HVAC, PLUMBING, AND ELECTRICAL CONTRACTOR FOR SIZE AND LOCATION. 29. REFER TO THE MECHANICAL DRAWINGS FOR THE LOCATION OF THERMOSTATS, UNITS AND OTHER SPECIAL EQUIPMENT. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF ALL CONDUITS, JUNCTION BOXES AND DISCONNECT SWITCHES. THERMOSTAT AND CONTROL WIRING. ITEM /TRADE BARRACADE (IF REQUIRED) DEMOLITION (IF REQUIRED) PERMITS & FEES ' TEMPORARY PHONE TEMPORARY POWER , FIRE PROTECTION PLUMBING k.V.A.C. ELECTRICAL . 30 GENERAL: CONTRACTOR TO VERIFY ALL FINISHES WITH BOTH ARCHITECT AND TENANT (WET SEAL) BEFORE FINISHES APiE APPLIED. 31 ALL FINISH TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 32 GYPSUM WALL BOARDS AS PER CHAPTER 33 CONTRACTOR SHALL REPLACE OR REPAIR ALL .DAMAGED • FINISH MATERIAL AND /OR STRUCTURAL MEMBERS AS REQUIRED 34 INSTALLED SUSPENDED CEILING SYSTEMS SHALL BE LIGHT PENDAI'T KITS & HARDWARE " GC LIGHT FIXTURES h BULBS T CONCRETE / FLOOR PREP GC FRAMING & DRYWALL , GC ACOUSTICAL CEILING DOORS, FRAMES & HARDWARE PAINT MIRRORS METAL CEILING V.C.T. a BASE SHEET VINYL. SALES a FITTING AREA TILE LUMINOUS SKYLIGHT DIFUSSER LUMINOUS CEILING DIFUSSER VIDEO WALL SYSTEM FITTING ROOMS DISPLAY WALL. FIXTURES CASH WRAP BACK, BAR FALSE COLUMNS & BEAMS ROLL -UP GRILLE STOREFRONT SYSTEM STOREFRONT GLAZING AVONITE (IF REQUIRED) FINAL CLEAN -UP GC T. TENANT , GC GENERAL CONTRACTOR *'- GENERAL CONTRACTOR TO COORDINATE INSTALLATION' OF ITEM /TRADE WITH INSTALLING COMPANY. GC GC GC GC GC GC GC GC . ALUM APP ORD BLDG CAN'T CIA CLR COL CONC CONTR DET DIA OR BRING ELEC =LEV FIN FLR GALV GA GYP NRD GYPSUM BOAF.D HGT HEIGHT MC HOLLOW CORE ' ABOVE P' & !'LOOK' ALUMINUM -APPROVED BOARD BU 1 LD'I NG .` CABINET CEILING CLEAR COLUMN CONRE?E CONTRACTOR DETAIL DIAMETER DOOR., WOWING, ELECTRICAL 'ELEVATION ;OVAL EXISTING !'.iNISN PLOOR GALVAN 12 RO GAUGE OCCUPANT LOAD SALES AREA -- FITTING AREA STOCKROOM -- SYMBOL MM' HOLLOW NET'AI• $VAC HEATING, ` VENT LAMING AND; AIR CONDITIONING LAN ` LAMINATE MANUFACTURE* . . MOUNTED MULLION N NEW N. .C. NOT IN C ONTWICT N.T.S. NOT. TO, SCALE O.C. ON CENTER ' PTD PAINTED READ REQUIRED REV REVISED R ROUGH OPENING SECT SECTION 5.S. STAINLESS STEEL SIN SIMILAR TELE TELEPHONE TEX TEXTURED TNK THICKNESS TYP TYPICAL U.O.N. .UNLESS OTHERWISE NOTED VERT VERTICAL V. VOLTS V. :.r. VERIIrY IN FIELD M/ WITH M WIDTH MG . WOOD REVISION SYMBOL FIXTURE SYMBOL FINISH SYMBOL FLOOR PLAN REF. NOTE SYMBOL REFLECTED CLG. REF NOTE SYMBOL ROOM SYMBOL ' PARTITION SYMBOL ,,>` @ 1:30 dlOotee @ ,1:100 e alfee @ 1:100 12 P. let ‘'itfiR KiY. PLAN VICINITY MAP 4 WET SEAS SQUARE FOOTAGE OCCUPANCY MALL CONSTRUCTION TYPE ; FULLY FIRE SPRINKLERD PROJECT . DIRECTORY TENANT THE WET SEAL,INC. Contact: Torn Hammer 64 Fairbanks ... Irvine, California .92718 ARCHITECT RENGEL + CO. ARCHITECTS Contact: Phil Schwabrow' 333 E1 Camino Real Tustin, California 92680 VOGUE SIGNS' Contact: Kevin 721 Commercial Avenue , Oxnard, California 93030 ILLUM!NOUS SKYLIGHT ACRALIGHT Contact: Dean 2491 Du Bridge Irvine, Ei ifornia CEILING DIFF ILD NG P VI5 .N CONSTIU M,I aOCUMi NTS `- ARCHITECTURA ; I understand that IR& Mari Check apProveIs, are subject to erromird,onilssions and approval of plans does not aWh Yze = fhe violation or'any. . adopted code . • • hence ltaceipt of coftrecter's TITLE SHEET, GENERAL' INFORMATION f RMI ..w.+l��_ " = t�.n�"ii7.41Mh.4: r+F., w. .'J. 4 ` , .� ,.p;.::.r. i... "s, Y.., o.. r.;: w « >r d „ " ":;5: lr r ..... ,. 1 rlrlrlt I 41 rlrlrlI rlrlrlr rlrlrlI rlrlrlI rlrlrlI rlrlrll rlr rlrlrlr rlrr;lr�rlrlrlr ` I I 111111 111 ` 4 7: w Ourzp, 1 iiTERAL FORCE BRACING DETAIL AS REWiRED BY SEC. 47.1812(c) OF THE 1985 UDC STANDARDS • • 1 Nous: 1. Vertical carat A strut fastened to the asks messes shoe bt =coded to ad ttsttsad to she surrcterd meabsn s.pporflag tk rod or flow above. Tba stew Akan be adegaate to resin the vtAiaal • oowpooent Wooed by the bracing •ices • • 2. Toes korito.tal reser aims points sbaa b;: placed 12 lea on ce acct h both &recmier nick the Cara point tichia 6 fete floss cock era ittsr ND[D CE tt. Lh1C SYSTEM TA ALE 23-1 S:satpeaded tallies tra.iag iysteas shall be designed to.resist • lateral force of 20X of the weight of cha ceilLeg assembly Ind any loads tributary to the eystea. For purposes of 4aceraiaisg else lacers[. force. a simian= tailing weight of 3 peuads per sqi are foot shall be lased... mere the ceiling loads do sot exceed 3 pounds per square foot and where partitions are sac connected to the ceiling system. the following bracing . method may be employed: A. Lateral support may b. provided by four sires of minimum No. 12 • gauge splayed is four directions 90' apart. mod cosseted to the main rower within 2" of the cress fusser and to the structure above at as angle mac exceediag 43' from the plane of tbe.ceilisg. These lateral support points shall be placed •12' o.e. is rack directies vith the first polo witb 4' areas earl, wall. • Pruviyda rigid "rental ea i .ctJ r by p1 ci.nq b.rUcal wire in an B EM. 3. kllacauce shall be wade for Lateral movemsat of the system. Dais rompers !tad cross roomers may be attacked at, trio ad jacestt walls with tl.armee betveea the wall sod the roamers maintained It [ha other two walls. 45 DEGREES MA . O.C. PLAN 8•. Algid • statical strut +12 GA. SPLAY 3RACI"G IN PLANE OF EACH RUNNER VERT. ANGLES f 12' -0" O.C. EACH WAY FIRST POINT 4' -0" FROM EACH WALL ..S mss.. Vats: *IRS 10446.11t MAY , •WA. - • NOTE: TIE TWO ADJACENT WALL TO CEILING RAIN AND CROSS RUNNERS 3/11" MIN. CLEAR �RO55 RUNNER DR MAIN RUNNER MIN. N.' 12 GAUGE ACOUSTICAL TILE CEILING 3/8" MIN. CLEAR C» Vertical support shall be provided as required is Chapter 47 with the added requirement that diseontiauaus foods of cross ruuoors' and main runners loo vertically s'ipporced within 8" of each discontinuities as may occur where the ceiling is disrupted . by a call. D. Lighting fixtures and air diffusers shall be installed in .ecordance with the requirements of S.cciou 57••;313 of the • V.L.C. Standards as follow: 1. Light fixtures and-air diffusers weighing more than 20 pounds'but less than 34 pounds shall have two Do. 12 gauge hangers coaoected from the fixture housing to the ceiling system hangers or to the structure above. 2. Light fixtures and air diffusers weighing 36 pounds or more shall be supported directly from the structure above by approved bangers. 3. Cooaectios of light fixtures and air diffusers to the ceiling system shall be designed for a lateral force of 100 per tent of the waighc of the fixtures in addition to the prescribed vertical loading. • Where the ceiling syscea provides lateral support for non- bearing partitions, it shall be designed for the specified lateral forces in accordanee•vich Section 47 -11115 of the 0.8.C. Scandar4s, May be *tool •td. task Pros arrr or wed at ad r1. s•astrnsil.. types t..lyf q►re.•i real . CROSS TEE f1 318" REFLECTED CEILING PLAN SYMBOLS NOTE: NOT ALL SYMBOLS MAY APPEAR ON PLAN E i 44- E F�` 4 b!_ No "METALUX" 8' LG TANDEM - AT 8T SN 140 HRS 120 LE 3 (SURFACE MOUNTED). " METALUX" - 4' LG - SN 140 HRS 120 LE 3 (SURFACE MOUNTED). "METALUX" - 3' LG - SN 130 HRS 120 (SURFACE MOUNTED) "METALUX " - 2' LG - SN 120 HRS 120 (SURFACE MOUNTED) "METALUX" - STEM MOUNTED - AESS - 240A 120V LE 3 W /OCTRON BALLASTS. " METALUX" - 1'x4' SUFACE MOUNTED - N240A 120V LE 3 W/ WRAP AROUND DIFFUSER. "LITHONIA" - 2'x4' LAY -IN - 2GT 340 Al2 120 /ES LP PWS 1846. "BROAN" - 540 "NUTONE" - P663 P - LIGHT/ FAN COMBO. "HALO" I1 H -7T DOWNLIGHT W/ 410 -P TRIM 75 W PAR 20 "HALO" H 1499 -PN 50 W MR16 W/ H 1493 -P TRIM RECESSED DOWNLIGHT. "PROGRESS" - P 3015 W/2 - 100 W BULBS (HENS). "PROGRESS" - P 3298 -35 W/5 -40G25 130V (WOMENS). "HALO" "HALO" - N.F. 130 "HALO" - N. F. 130 "HALO" - (PENDANT - H2573 RAW. • L4090 -MB W/ L4009 -MB W/ 50 ✓ (PENDANT HUNG). L4090 -MB W/ L4009 -MB W/ 50 ✓ (SURFACE MOUNTED). L3705 -S RAW W/ 75 W PAR 20 HUNG). W PAR 20 w PAR 20 CAPS CAPS CA PS "HALO" - L3705 -S RAW W/ 75 W PAR 20 CAPS (SURFACE MOUNTED) . DIRECTIONAL EXIT SIGN "HALO" SURE -LITES UN -1 -SRW 120/277 VAC (BATTERY BACK -UP) DIRECTIONAL EXIT SIGN W/ EMERGENCY LIGHTING FIXTURE "HALO" SURE -LITES UNH -1 -SRWDH 120,'277 VAC. (BATTERY BACK -UP). (24 "HALO" - L3705 -S RAW W/75 W PAR 20 CAPS W/ L973 -MB 120 V MONO - POINT. W/ HALO L- EXTENSION WANDS. "RED DOT" - HV250CF (SURFACE MCUNTED QUARTZ UP LIGHT) a "HALO" 1 H242 COMPAC FLUORESCENT W/ 2 -12 W COMPACT FLUORESCENT W/ TRIM f14. • "HALO" #H2920 1CT STEP LIGHT W/ 25 W A19 LAMP. i. w �' 0 T IvN LIGHT W /'�' �°` r - r a1 I owN rv wF a.. HALO 1652 MB 8'-0° LONG. CONTRACTOR TO CUT TRAC AS NEEDED IN THE FIELD. PENDANT KITS• "HALO' # L -992 MB 1 L992 MB -L48 MB PTM+OAKT IULAEOUIREDi A. 2' LONG TRAC • 2 KITS B. 4' LONG TRAC • 2 KITS C. 8' LONG TRAC • 3 KITS TRAC CONNECTORS; SUSPENDED I. "HALO' # L -902 MB FOR ANGLED CONNECTIONS. 2. "HALO' # L -908 MB FOR STRAIGHT RUN TRAC. SURTA__ C MOUNTED 1. 'HALO• # L -903 MB TRAC TO TRAC '. "HALO• # L -908 MB MINI CONNECTOR 3. 'HALO' 9 L -901 MB END CONNECTOR 1 4: 1 I' li lill 1 � 1 � 1 3� I �� I �� I i l � ll � l1 5 , No. 18 ".":"4".47:". G 9 S I ll E 7 tuiII 1 i I 11.1 �11 1 11 11� 11 1�1 1((�f II I►�I( I If I! IIII , � ill�lill I II Ili[ 1 � III IIII 111111h I�r lll IIIIIIIII ��1111III 1 12)-1 1/4 • SCREW$ PER AHM D STUD SRAM INTO STRUCTURE ABOVE UNDERSIDE or STRUCTURE ABOVE METAL FRAMING STUD --- ----.- ANGLED BRACE ! 4' -0' O.C. STAGGERED (2) - 1/4* SCREWS PEA ANGLED STUD IRACL INTO Tel? CHANNEL or WALL SUMMED CEILING GRID WHERE OCCURS WHITE . 10* METAL TERMINATION CAP EACH SIDE OF MALL. CAP AND SUSPENDED CEILING GRID TO FIT SING WITH NO GAPS. 5/8' TYPE •X -- -.-- -- GYPSI?►I BOARD EACH SIDE METAL FRAMING STUDS ! le 0.C. SEE PLAN AND SCHEDULE FOR FOR SIZE a HEIGHT EXISTING CONCRETE SLAT! FLOOR PARTITION DETAIL r • • METAL FRAM I NG TOP CHANNEL METAL TRAMI$G BOTTOM CHARNEL SHOT PINS SEE PARTITION NOTES FOR SIZE AND SPACING DOOR SCHEDULE • 44 \i lever $ttcning doors HARDWARE SCHEDULE �........ feel..[[. R1 Y.. Door Widths and Heights. Required exit doorways are re- quired to have a dear opening not Mess than 32 inches wide. For Singed doory, the opening is measured with the door at a 90 degree angle from its eLceeed position. At karat one of a pair of doors, in- chiding automatic doors. has to provide the 32 inch dear opening. Door heights are required to be a minimum of 80 inches. Although Section 33 relates to required exits, Articles 6 through 14 also re- quire specific areas to be accessible. Doors to these areas would also have to have a 32 inch clear opening. The State Architect rooted during the bearings that a 6•13' door would be accepta►bk; the % hid stop would not be considered. COltain t'tiofl. The bottom 10 inche‘ of doors, except automate and sliding doors, ars wired to have a smooth wtinterrapted surface to allow the door to be opened by a wheekhsir footrest without cresting a trap or hazardous condition. The State Ar- chitect hss stated that this regulation is not intended to prevent the use ttt Herculite type glass doors. Entrances. All p entrances to bdinp and facilities are required to be made a'ble. tul A primary entrance is dented as, "...any entrance to a facility which has a substantial flow otpedest- riaris to any specific major function of the facility.* Revolving doors can not be used as a required entrance for the handicapped. Recessed doormats art required to be anchored to prevent in- terference with wheekhair traffic. A JP(TERIOR DOOR AS5E lJLY: 3'- 0" x 7' -0' x 1 3/4' S.C. PAINT GRADE DOOR WITH 3'- 0' x 7'.0" x 4 3/4' BLACK MTL. FRAME • TIMELY" OR EQUAL (MIN.18 6A.) 20 MIN. DOOR /FRAME ASSEMBLY SAME AS DOOR `A' EXCEPT 20 MIN. LABEL DOOR 1 FRAME. PROVIDE SMOKE GASKET 1 CLOSER. 20 MIN. DOOR /FRANI SAM AS DOOR `B' EXCEPT WITH 3 SANDBLASTED LITES (SEE DETAIL A SHEET 09.) PROVIDE 10' HIGH MTL. KICKPLATE WITH BLACK FINISH. 1. EXIT DOORS, TOILET ROOM AND CHANGING ROOM DOOR TO BE OPENASLE FROM INSIDE WITHOUTT SPECIAL KNOWLEDGE, FORCE OR NEED OF A KEY. 2. SEE SHEET 17 FOR DOOR FINISHES. 3. ALL INTERIOR DOOR FRAMES TO BE BLACK IN COLOR U.O.N. 4. ALL INTERIOR DOORS TO BE PROVIDED WITH DOOR STOPS. VERIFY WITH TENANT. ;l' *09911 push -puts 2 -e' TO 3' -8' A.I.F. DOOR HARDWARE Hardware. Hand activated door opening hardware is required to be centered between 30 and 44 inches high. Latching and lock- ing doors that are hand activated and which are in a path of travel have to be operable with a single effort by lever type hardware, by panic bars, push -pull activating ban, or other hardware designed Closers. The maximum effort to operate doom cannot exceed 8.5 pounds for exterior doors and 5 pounds for interior doors. Required fire doors may require up to 15 pounds pressure. The pressure is to be measured at right angles to hinged doors and at the center plane of sliding or folding doors. Compensating devices or autornrtic door operators may be utilized to meet the re- quir ements. Thresholds. 'Thresholds err required to be no more than 'h inch high. Bevel or slope the exposed edge at an urge not exceeding 45 degrees so that no single vertical change of elevation exceeds V. inch.' 8 •NEW1' LEVER HANDLE PRIVACY HINGES (BLACK FINISH) SELF CLOSER (BLACK) STOP • SMOKE GASKET b 'HEW LEVER HANDLE PASSAGE HINGES (BLACK) SELF CLOSER (BLACK) STOP SMOKE GASKET 0 * •NEVI' HARDWARE FINISH TO SE SLACK /S 1. ALL HARDWARE TO BE LEPER TYPE 2. EXIT DOORS, TOILET ROOM AND CHANGING ROOM DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT SPECIAL KNOWLEDGE, FORCE OR NEED OF A KEY. 3. DOOR CLOSERS TO BE BLACK. 4. PROVIDE DOOR STOPS4FOR ALL INTERIOR DOORS. VERIFY WITH TENANT. 5. ALL EXTERIOR DOORS TO BE SELF CLOSING WITH SECURITY HINGES AND HARDWA.n,E. 4 1 • WY OF TUKWIIA APPROVED JA s 1 2 A O r r RECEIVED CIYY Or TUKIMLA r. JAN 6 19 F*RmiT C:arTER k ARCHITECTS VW is c..ee. a�;r , 1 r r 1.4ss; 7ft / - A, -t A rir nit t . ....7 ,, ,.....7. 4.::7! , : .: LII11.1.11111/11M H 7 i m , A1, ,... 7 . -11.111.1111.111 .,.. ,, Ao ,, 1 , I , ,„ • ' , .41,1700 7 5.7- . }•;. - ::;• 7, ..: -: - 7 ...,,i,..7. ..- :,'.■■• : . , .4, •• 3 ... . , ■1",i... ' ..11•11111111111. 111 i r, IIII H-1_ , simone 1 2 l . . • :- MEM 1 . z; IN am • A . anambideimowoomminslgitaxixit,=8-x.-t_. : I. CM OF TUKWILA APPROVED Jul 8 1S92 • tfo 40/ .4c,rip. r••••••••••••••••••••■••■••■••••••••wir■ 4.1■111.111M.11.001/.... • • • • _ 4;". • :44 1 .4".14a;j4. .4" ••• r 10 1 .4 141 T • 1 ..■•■••■•••■■•-.01.1*Im ...T. .1, ,i,...k.•11* ittric„) • , I I L. I N0. fir Tio I $ • 1 • . , PROlkpTING TRACHKI4GHTS DETAIL • 5 , _ t • ageZ"...k 16. • .1,:riatir tt•Lt4 II • • I T ; , .1 At ; • ' •• ' NOSED METAL CEILING • rzeloP fffs,re,:l.: 1.rc. 1. All. DIMENSIONS INDICATED TO SOFFITS ARE TO THE FE OF nig GYPSUM BOAC. - • . • . 2. AtandiiiiMINDICATES DROP MALI. (BUUOIE,AtI). FOR UNDERSID 01F. smonstrett ABOVE. 3 6/8" x 25 $A. STUDS • 16", MINIMUM 20 GAUGE TOP TRAti... * • 3. .X,.t DROP WALL ( BULKHEAD) fOR UNgEiSI OF STRUCTUR ABOVE. 3 5/8' x2OGA, STUDS 9 le 0:c,. IIITH NINIPAIN 20 GAUGE TOP TRAC. • BTRA4.4. BOARDIF/NiSH TO .BE 5/S" TYPE . LEWO „ 3 5/8" x25 GA. CEILING JOISTS • 3 S/an x 20 GA. CEILING Joists 1 mg o.c. ‘,• C) 6* X 20 GA. CEILIMC JOISTS 16 O.C. 6. e.R.S.- 26 GA. 1 In x 1/2" COLD ROLLED STEEL CHAIBIEL SUSPENDED FROP STRUCTURE ABOVE WITH fa WIRES 3•-0! 0. sr T.. 7 •7' . -r 4; RECEIVED CITV OF TUKWILA JAN 6 1992 PERMIT CENTER , • r • 4 '-‘i` ' - • • . ARCHITECTS EICarnIna !WI Csilltvrft MID n4432-3310 • 1 r-- ' • 1 5 : ; • . ..' -.. ".• • r , ,.1 ' ... ;TA t , 4 11 . I .... ..•te ..... 4 :4 . 1 e" 1 44 :.- •-• ' - '•\. I ' - .- A .., . ,•• • 1 i■•'‘ ' -4:• '^ '11:' ,• 0 ,,Ce ,,„, t t -1 . . . - 1 , . 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Ce•..- . "0:„•;". ;•ti." • nA1C400%•".. , '••4 ,; 1 • 111111MIPA LI Isienta, :;,....r.ttrlircESISIEL 4 14 . • 1 `;.;! —. • 1,,r•r 2 2,."7"" / '7:7% " *Z 44 .1 ; 3117; croW,V.: SECTION 40' • ' I • ' • ; r• ' ;" -;!: t ;" '• ; 7- : . • - ; • • .• COR • 1 •••■■•■•••■■■•••••••■•••••••■■.111 •NOI.1•0•••••Ppal.rtta841.14P1*•••••••■•■•••• , • !! '" ! ) • ' '!1„, , r; t,. ; t' r • • ) . "4 • • WV _72iP 0.91'111 MVP." r .'" Moo Low, • ' ••••• t ' pigA • a- a -. -„ :i ‹i?.. .--.-Z . !' '4 ;, ' ''! i;,. : lc, ' , .'3, ...t, f - . ' ' ' ■ • ' } ; . , ' ' '* ., ' ' • . ^"' ''.; ' % /"' t. )! " !! 'Si 7•••• .', .1 • f! *. ' 41' r • - . ; ' r , • ; . ; ' - . -4 . rerT=briefrig#7 I 4s 1- LO4 T4014 * sowohed ..":"7"; ••••:••• h I • • 3 4 5 . 140,18 . • • , 71 , ' - .4 .1Ing•Mq.ri SAl Ire ..1114.r. ill, f .9r,.. p"r1-7 i i .' , 1 i .. - - il i ,1.1t •1 T.; .1 i gi';', . ' ' - . i ... • ^ ••••■ y0.i_ t`4 - 41..icktLt - Avit-fyi.e•••0560•.. , 1 ••••• ••■.1•-• 4 • 4. •111111. 1 • lot+ . • • r • ;, watt , .."••••••■ '• 4 4 • ". *;.-; ' • 4 irtmorwrrommIlm.,••••••••witorr --4- 4 ••••••• 4•0 r ---- Tes(feriamor sivition AA. 11/C-4-01 TYPICAL FOR ALL SEM° lorm; 1.04 14 5 re I f4: v VT I...Wee LINO ' . • Ir'''• •••••••••■•••••••••••••••••••• •••.4.•••■■■• RE IVE 111' OF Mk LA. 6 1992 PERMIT CENTER MC'HnECTS 333 El Csinini) Ilastki. Oratr* WINO . 714102-$ M 714/836-2065 Revir.kme: - 4 : , ' Di I III I 6 8 L 9S 1 C • g I tail • VIDEO. ILL . .SI. ELEVAT 4_ e OFV " • - - P.ECEII/tEr hi I. CITY OF TUKWILA JAN 61992 PERMIT CENTER 4' .e • • • r 0411'66.4i ./ ' - ;.•41.1..,;; , • • f "-t - • '• • • - 9',01ka- �f 4 • 1 • .• • . . 1.. wrot■Joa • • • ■•••••• 0.• FRI No. la e•••■•■•■•■••••• • •■ • - • • 1 - ' .4 • i • „,- ,, ,, ,-,„..,.:,,„.,,,,. ,' ; •,",,, ..,, ,.-_, •-„••., - ,:„x,-,:i4p .714.. . ; cli'.."...4 4 "":. II .' t 0,4 i. ":" .-- " • ,,■•.;";:' ',.' 4 • 4"):"3". 41 ' tlat',,4 , . . ...";". . "VI' z .. ^ ::-4.-. - • I . 1 . 1.1Tiiiiiiiipilipifirii." 1 ,1, 1 . 1 . 1 , 1 , I i i i i i i t i i i . pi i i i i i i . 77 6 1 - . 1 21 ' I '3j 41 5 ,___,,..., 1 i '..,,. ,ti ,,., , IIIIJIIIIIIIIIIII 1 ' • .0 ' ' • • • • ' • • i • • • • • ;.t.F , 4 „ 1 • . 5. ' & t. r t P $ • al .. ;,•• • 1 4. • • 1 1 . . ' • "";"••1 • :•4 ..!;/ • • -. " , • :,•■• . 1. • t • , • ,• r 1 , , • It irs i riri JtF 4 i drogiTi6Figilli lit iiinitoilittilimInlimilligrilimirroihtmorl 1 ^3' t- i= ,' N ._ i iW 11 1 _. ......-. C.R CO I =-. = CO t em, - 47/ • reptlik HG P p•Si ia-ey .:Vbeica) . - • j- plelArirtfa-4 &ia% r=4ret ,19.71'2 t4. 4 At •V...4 144. '4■ 114••••••••• .m•wero.or./....■4.4a , 12giorlivirg 7_! .144,44 ••■•• •••• -.11roor.werfsS :4 3 41116. 11 16112 1 rAt... 41 r WWI rAb*, tier& 11 1 0 207411„. 'v.0 (er kV 4 7 , ..t2 • 0 Mt_ 41" TT x 7.410 • • - 1.• ot:ct rittriV_Ov2 ■ •■■ —•••••• ••••• 041 ** 1 .* 61 1.4.4...******44••••**.ovor trilr _ 4ittier rrri, tV 6 , lOrie tC. .1.1.1 TiOg• • X • 0e - ta! I N ° •••• • • c?i..-"!.:117-- . -. .7"Ttlrso.0 5.1 0 -517 .! - MOO.. MP 101 I I I I I ! I I I I I I I I I !I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 41 I 5 I I N*.18 """f .2""'"f. 1 ' ■ VIDEO WALL HIGH PLAN ';'• ' ■•• • 04=14.1114111.1.1. lap ligete=fe--. '' • V le X - V.117007 Vock# • Latt4_,tter:(uvslea:7). • ormia "takif .44•44,040■41/..= ••••••■•••••■•1144414••••■•••••11•444, -2 a- If • ;1.44' •.•• tap - Rpm/01'f aniwritzl1/41:^Et.V. . sr • e• evelo• . taproi-eNi. epit,to pat4t7aNT Trited 1%. .akER4 1 4,A 1 •011 10 1 .11 01 .1 1 .....1.40.11■•• 'N 3 BO 11 DIN 1. e'prrytt!...ea.ia.m, tot lii.F14 tyk: robrrwitE Ct i j Y t. TIJWILA APPROVED A 4./4'041 Is' N 1P- "re' NI4(1-4, RECEIVED MTV OF TUKWILA JAN 6 1992 PERMIT CENTER 333 6 Camino Roil 'Mean. Coatornia 92e00 714/M-3333 Fox: 714/838-206 ARCHITECTS Revisions: 4 f-4 1 pr omminummummumumron SENSOR!ATIC SECURITY SYSTEM 1.) h'.. y.'d 1`•h tht,5 �, MMwcMN•>I,:.� �� a<<• .rV•�e�.M`.' : .F�ury:,�...T;eYl i. wli SrwgMK �h�wr� . ... .___ ...._ ''unfit• - •..a• • _, ,w. • - •_rfVIWNT. '. fa r„r ;• 1•. or a• a.. or • •• • ON* .a .Ir..wa ISO •r •••• or in +••. F •.a�r r r_ wrn.•r • rat « cunt mi. 0■ 471 4M 4r A' - FMM• ri .. rr /,r.! .l • .... • ••e •. ea �M4rw..l • •wrwwir • noir 4 '.....r.: r...r,.w Z r r* M M. r w.1 . ...r . w "� : 'l+ .rr .w ■/. r,rMWAi •..X.R +h •rd� C,Ino+ w r w I.r.r•rr•.r• .,••ir w..r/w 4• . +...NK r.•.• •rw,r n•• • .. • w. w .w ' .�i. wr. AM* rr •'...r•w•.r ,y�• «I • •., ti n ►• _ •■• worm f ••wa« r w— I. M•.' .►r •A• .wr r +w. ..wr -.r w.. . rtr , .,.1 r,••.« ..r..,,..r�� . ...i ...•r... n •. I area FRONT VIEW TOP VIEW STORE SIDE' ..wrr.. .�.• .. •lore•d _. ,w• MALL SIDE miti•w Iwp�lnlr3„"" Ctl Y OF TUKWIt A APPROVED JA s 1992 • 1vlsi Drawn: Shaft: We are required to tax: 1OR -15 wirei„loilt on eery yore inrtailatino. It will be the contractor's responsibility to treacly The fkor 114 inch deep and 4 Inches wide to the length of the entrance. He will alto have in supply SP - Latapasy to rover our grid. Scnsurmatic CE must run "E' field cable to GR -l5 and stake the connection only h wili be the finering coniricrorr respnnsib,iity tO install the grid in the trench end covet It with Lmapasy. . 2.) la mast stores, we are required to inetalt Slimli!e RF aateanas became Of minimum space requirements in both columns. The contractor will provide access panels on hM$ Ri4 Ar thy celetrerm !c: the CE ter iT.Ri•7ii 'ths RF ore' u. r�T i1S Furthermore, the contractor *iii supply double suck roars mounting tape for CE's to use to stick RF antennas inside of the columns facing each other. 3•) The access panels wall remain as pan of the store and cell he used in the future if any problems arise 4 .) Very few liner's will by bailt with an all -glass front. To acconrodate Dew locations for RF antennas. tic contractor will providt (2) metal-free Zone '•ith 2 A 3 lent: dirtunxians. The ceiling height must nc11: exceed 1? feet. You CO use dual array antennas in the, . cant. SLIDE DOOR POCKET , J NUMMI. BOX W/COVLR ; LATAPDXY 300 - 13Y LATICRETE INTERNATIONAL ( 1, 804-243- 4708): A reedy -to -mix 3 pert: system consisting or 2 liquids and a powder;, NOTE: Hubbell box is not mandatory- conduit may be recessed without box in concrete' if approved by General Contractor DOTTED ` :w; AREA REQUIRES LATAPDXY S ccrs:R.1R, n..s I i TOR w ` tLE cum ry`. 'ANY SUBSTITUTE FOR LATAPDXY WILL RENDER THE SYSTEM INOPERATIVE' PLEASE USE EITHER CONDUIT RUN x A- OR 'r RUT NEVER BOTH '...a..•4'•�•� • -- Mrwrr.rM T$Lt t*TAPDXY. 3110 ?_._ w1RECLOTH SDtoPi 0O gel.. 1 t1 !1 !1 h 1r i! I' ' I ' I 1 I 1 1' 1' 1'1' 1' 1' 1 1 I IIIII 1 111 { 111 id 41 No NOTES 1. ,Ail. DINENS 1ONS 1NFLICATED ARE • T©" ,FACE OF THE G PS1J1,, BOAmt0. 2. REFER TO SHEET #2 FOR STOREFRONT FLOOR • PLAN .R EREtiCE .NOTES. Ak. !r°"' ..Y �w a c M . tom. k 7th t . I frZtriZ IP.°111 ">t 'f* Oft NS fi 0 -- .3ortiTs Aft. TO iTHE FACE OF THE :'OYPSE 1 BOARD. frEILECTEO ' CEILINS RECERENCE tE '< RECEIVED ern( OF TUKWIL4 JAN 6 1992 PERMIT CENTER .%0 /1.i.°4 r ARCHITECT'S 333 9 Canino Real Tuadla Cadlroara 92680 ?14/$2 -3336 For 714re3e -2066 Revisions: SECTION:: CC •._.........._ __J,. _.._, ._. 667 MTh. i W a rt ►T f;?... P N l «± `;k°tel 1 N ►....: • /7.: ;13'10!1 T — MALL ELEVATIiii ..•■•wwww 401. TV. • •• • *••■.•1•■■ / e2-.1 . ft! UM. lot Wit.... ""�� a� 1 -i „' �i ; �i T li1111.1 ,111�1111I11 ,� i ll�l �I �I;I��III : i • J _ ,� 2 • ♦.�M . .. Y ++. Y. . r Si. . • Revisions: r •rite- v rr No.18 6i w.w L 9 is g g w3 ii illl��lllllll1� {III Ilfi�lill�l11I !ill !!(Intl! 111111111 !Ill 1111 1111111111 1111 I 111111111 1, IIIIIl�il� ►I�i r w (. 11'1 1 �! rf . ~mss, ,Atai .11 1• ; SECTION AA Nti, U - r- , 1 „�„ �l Tr Ilk ter, " !� ePti r : -e ~ INEUTRA , � . � ,r � ct �7• �' ,,h N ..x tt vOr•••■••••••■•■••1•0•50.•••••,....•∎•••• _ w. ��w.... ...,.w.Y.._. �w..._......_.Y,... _ ._... ..T.,...r....,......, ._.,,.,, . (L ' (J_.v Z " L.' r , ■ • CITY OF T$JKWILA APPROVED J 281992 D !II 01 G tVISI i i c rt'r it s. a xo :•i "a :t.,...} M i r X amp N ' ,, p s i v f WA-L-40. • RECEIVED CITY OF TUKWILA JAN 6 1992 PEKMIT CENTER ARCHITECTS 3 El Camtrw fw1U Tustin, Calitomte 92680 7144832 -3533 Fax: 714/838.2065 • arlail 1 ii I 11111111�PM I IIII IIII 6 I 1 � ,III'illl 8 �111111ll G I I I,IIIIIII 9 � Illiiilll 9 l !Ill 1111 6 ills C IIii illll!III,IIII 7 •wn'[ I I II�IIIIii CANOPY SECTION /ELEVATION • 1 'I ( I Itottgt RECEIVED CITY OF TUKWIIA JAN 6 199z PERMIT CENTER RENGEL ±:C NEON SIGNAOE & ENTRY CANOPY FEATURE YC k V * fir, ' +..." -_ °)1GV • • • BASE DETAIL A11'1'1'1'1'1'1' I'I1I1I, I II' flI1 'I 6 No.18 "•* _ i %r '. X1 L G' PT t4-e.( "t4 t r air M , Ur:f<' �Yo (5%.;c A az 5 ;- 4 A \ L :tie ( tlVN rg ) i/i-J 1 x JI A.UM I ArrA T 14114I 4remt 4 &u 4is I 44 e•tatsibft.iktiwa AURA. eiwirolii. e CONNECTION DETAIL '4k X � ct" 1 'rot F3. k et / fr r o r \i/ / e 41 44" 1- • • bl IIf a CM DE TUKW1tA APPROVED • J' 8 1992 tN � 1VISI. N ARCHITECTS 333 8 Can o Nal Tuetkl. California 9'1680 714/931-3333 Fat: 7141839.2006 Revisions: w • • • .'3LML RJ....Ir. ti. -".- ._« �i. :r .Mi.: =y„ .� .... .. y.- w.... Mi�.�'Y{' • :+:,.1. �' ,,w.! 'il: . - gyp �., ,.�/ rw_ .w- .Lti�•H� i � �... -+i. -.. e*. ' � JMT ♦Y' V .- }��A :r."..+.'. `g`•a� •i . � At ♦f.......J► O. a•' wM-r! ' -YYf. Aires .L r# 1 �f { �.M!irM••"V.. :Y: W":N A' may. "••%x t .. �• ^ LR d� • 1 , 4 16.4?-4121,14NVW/ E-LF-40-TFIcAL • 4.. e gelb ti '•T'!: i :.. T;TT':' '=te , :;r'. • __. df I�.A +t tie $ ..,._ • •.• .,4 121 rLAT c.� HANDICAP ACCESSIBLE SAMNA 6 • Y• .l.. d r• ,. " �io,r�i � '11 1 1111111 1 pia' p 1 1 1 1 1 2f 1 i l i t l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111111p11111111111 I 11 . ' l 4L 51 +. 6 � .. N0.18 e` . & 8 rr li IIIIIf II �flllll,llllli 1111 IIIIIIIII II111,11�,�11111111 i1,I1IIIillIIJ JIII llll��ll, A ` l�r DISPLAY •WALL & IMIRROR_ .EtEEND w HOT ALL SYMBOLS KAY APPLY TO PLM 6' BLACK KETAL TINS ATTACHED TO WALL FLOOR SUPPORTED. FIN TO BE i2` - 0' HIGH/ LONG. - 6' BLACK METAL FINS ATTACHED TO WALL, FLOOR SIJPPORTED. FIN TO SE HIM/ LONG. . METAL SLATVALL - VERIFY LAYOUT SIM tENANT. : PENERAL CONTRACTOR TO StFPLY METAL SLATNALL - CONTACT �..� ...._. .... : -: TO PST.` PUCK/ DELTA SYSTEM SURFACE MOUNTED OVER PLASTER. PROVIDE • BACKING NIw4N WP FOR MAMBO'. DISPLAY FixrdRE SY OMR M ,VERIFY' WIN TENANT. ) MIRROR NITHIM DISPLAY FIx 'i*t - vtaIrt R aga SIZE WITH. ,DISPLAY FIXTURE N '� IR- ZTOt:ItL MIRROR 1! » 6` KIDE x 4' * S' •fiIIRi V/ REVELED' *ES IN CUSTON METAL FRAME. ' MIRROR Z'' - 0' VIDE x 5' a Or HIGH Vi 6E LEO EDDES MIRROR L1' WIDE x- vairisrr • NIRRO*iii * W1DE x 4 .:-. tit LEVELED IAN W EAD _ EDGE -4 UIDE 3c+ " I :. V . 1JLED ES I� Yr r ti ? t �7' • rJ •'�} A:7Aeri �,+� $��+ iW+ip..f � GK� ' Jbr • C 3..,` �I v w i r .k a .r7i r•c�`ii >4 f C a r t :. " '.`' .�' 404,41 . 3 t. . . ".i+�i:� Cif Y OF TUKWIlA APPROVED JA.81'92 D ► ViSION � \ 0� DISPLAY WALL & MIRROR . NOTE HEIGHTS I' SiCATED. BaoWi FRON TOP' OF . BASE TO TOP OP MIRROR, U.N.O.. Z. VERIFY ALL DISPLAY VALL AREAS NITW. TEiIANT FOA.,HE3SNT LAYOUT. •.•, 3. VERIFY ALL MIRROR HEFTS, SIZES ,1 LOCATION VI'TIH.T 4. { RETE* TO SHEET 1 B FOR FINISHES. 5. REFER TO SHEET 4 9 FOR HALL ELEVATIONS. 6. ALL EXPOSED DISPLAY NALL HARDWARE TO MVl $LAC( FINISH. T. GENERAL CONTRACTOR TO PROVIDE CLEAR SILICONE, CAULKING AROUND AI,i. MIRROR EDGES IN FITTING ROOM, B. 'GENERAL CD TRACTOR TO CUT FINS AS NEEDED TO ACHIEVE FINISHED FIN H4EGHT AS INDICAtEb tY THE PLAN. soak COW TRACTOR TO PROVIDE SOLED BACKING/ DOCKING WITHIN WALL, AS NEEDED FOR ATTACHNENT OF SURFACE FINS'. AND P!.'C DELTA SYSTEM. RECEIVED I!ITV I1 C TUKWILA . i y t G .0. �������� .r • A , ARCHITECTS 3113eOi*iReal 714432-3333 A •1 i +IV my • VALLEY.. • BLACK 8LACIC CEMENT ••*. TERRAZO VE,141$1, 0108, RAANUF # ALL SYMPOLS MAY NOT N Pykte . TOPSET CONY INUOUS 6" ' RAD Ius COVED, BASE , PHOV I "- CANT 1RIP FLOOR*TO WALL RSECTION. FIXTURE FINISH ASH WRAP PRE-FINISHED, GENERAL coNIRApOR 10 • COORDINATE INSTALLATION. BACK BAR PRF-FINISHF.0, GENERAL CONTRACTOR TO I NAT LIATAWilligl . CABINIT PRE-FINISHED. GENERAL . coNTRAcToR To cooRolvATE INSTALLATION. FITTING ROOMS - PRE-FINISHED STAINED WAFER •••••-•• ••••• • FINISHES • FLAIVIESPEI cli TOILET AREA ORIIIDOR .q. ■••••■■•••••••••••••••• f;e114 01 ?ITV& 14/ ••■■••■■•=10MENII. () Dcz14 01 1:7e. 4.17\ pizaar '64r; Atee.44- •vico° ft: e;fF-;RIV- 11 544zZu il •■■••*•■•■•••••••••••••••••••• 1■•••••■•■•■•■•■.... 12. -••••••• 104 r ILL' 1'1111'1'11'1'1' 2 1 41 5 . 1 1 , No.18 1116.11........•011.■11111.11.0101.6.■■••••••••■.11 SEE FINISH SCHEDULE SHEET #7 SEE FINISH • SCHEDULE SHEET #8 31. REFER To SHEET 17 FOR FINN NoTEs. 4I SEE SHEET spe FOR PRODUCTS NOTES. • 5. SEE MEET 09 'foR'. INTERIOR ELEvATIONs.. 6. LEGEND: Qty Errata NALL FLOOR FINISH TO ,TE/iX/IPS HALL STOREFRONT FACE. • . REMOVE EXISTING MALL FLOOR FINISH AS" NEEDED. • • . .7. '••••••■••■•••■••........ SINCE DENSITY RATING: 450 MAXINUM. ALL EXPOSED MATERIALS TO BE: CLASS 'V WITH FLANESPREAD OF. 76 - 200. Ate SHOE DEVELOPED OF 0 J. 45 PER SECTION 704.B AHD TABLE • 704.3 OF STANDARD' BUILDING C00,10.480. . 7 , • M 1 ' • r. Tiou A24-1 BUILT. OUT OCCUPANCY MLR NA 42411-10411filiktRAM14404110 CLASS* Mop plwatios PA trump *kb ebit wubmipplilidP Swami PM ;Win* d smile 446 mod:42 da 6 ,411,:** 04 $1.608444104 lb) 1.04305. “spenbibp - • ‘ dapitlaitios it act ppeicabiblaliPlitiPlei pilblgi ■44emula; e 0 4,f5i4.40 Diviseen 3 1 OcemiesPiev.Close M Ibitlatatio whict palmed bbitebta of impooltaiiiIpbbly tvallibool,Cl I ibalsideoly * Pot , • levet Pppories *Pt le claws anspe-40)pd provision Pearl pplicabit so limbo old iii!gpooldidrioplt. °Mimi 3 Ocapborip. •• C 'I hpL. D a l t k o m 2 a d )Oc#.t.Oi o m p Mt grad et Chi in vionts Ot!,i10e2 or is opriaeNO. • ,„. • • • 3.' 4 . . ALL EXITtlis41.14 ;WitE-MT FINAL HAM filtfiSH - 8. * GENERAL t6MTRATOR111 ;1 AND WALL AFTER,f1pOltf •GE,PIERAL coNTRADTOR vatiPC.THAT (IN WHAT * TO Re THE SALES EA) AREAS TO THE •IOCKTECT: HIGH NW IDENTIFIE* AS PROBLEM MEAS. le).4me,Ear C RoD LA ; 2 J. 1992 /E0 IV (atm, ZolirrHACtoRli.) VERIFY ALL FINISHES AND_ LOCATIONS FI NISK3 DEORE INSTAI.LATION, WON TOMO NET SEALY0' _ 2.. *A1.1. SURFACES TO RE• PREPARED PER NAKWAOURER`,$. SPECIFICATION ' ALL:FINISHES:4 51,#PPLIE11'..PER HANOFAC0. SPECIFICATIONS , . 'GENERAL C Olt' RESPONSIRLE.FOR THE PROTECTION Of, "* .. FINISHES DUNI CONSTRUCTION A Ci,ENI TW... . ..- . GENERAL ..,... lb 0 Littiii REPAIR ANT DAMAGED:: . FINISHES UNITA 6. SEE INTEITIOIL. !f TTOilSk FOR • OV Of STOKE TO.111.,TOIAMT.: . ociTimOiatucr(0, • gi VS N SAL AREA T° ALL .A CH Atiow v ..i"o :Itt S ,":T0 1: 9. : TO HA BE Y R E Et R Es " sW F mIT IN H M: WHTR lEAD FILS14 131 : " STOcK . "P 11":" 7 .141a.,T00411;,$)7. ARE RENOVED 10. ALL AYFIDO•90ARD:cEttINS TO RtCEI VE MBE TAVED Aft SANDED SMOOTH PAM' EXISTING FLOOR IS LEV AND Raw ANY. tOW AREAS SHOULD* BE 12. GENERAL Co*ACTOR ID LEAVE THE rola:ovum FOR TENANTS USE A. ONE FA) BOX OF FLOOR TILE (WHERE APPLICABLE) 9. P.11.4. BOX OF 4' Topsn , eAst) C. ONE ftil.t CAtt OF EACH WALL PAIIT - O. !ONE RFA.k or ICCRING,P,AINT 13. • GENERALCDIVT4C1OR 1620AINT TffiTb4AKtS NAME 111 V left trnESITHt REAR SERVICE 0011 oR NALK1' WA. .„ cm/ OF TUKWILA RECEIVED \ JAN 8 9j2 PERNICENTER :c No‘ .1! • L .7' 1 r 333 13 °wino hal Wards 62800 714M2-3333 ITECTS l rilit,111 111 iw it li iiIII I +IV my • VALLEY.. • BLACK 8LACIC CEMENT ••*. TERRAZO VE,141$1, 0108, RAANUF # ALL SYMPOLS MAY NOT N Pykte . TOPSET CONY INUOUS 6" ' RAD Ius COVED, BASE , PHOV I "- CANT 1RIP FLOOR*TO WALL RSECTION. FIXTURE FINISH ASH WRAP PRE-FINISHED, GENERAL coNIRApOR 10 • COORDINATE INSTALLATION. BACK BAR PRF-FINISHF.0, GENERAL CONTRACTOR TO I NAT LIATAWilligl . CABINIT PRE-FINISHED. GENERAL . coNTRAcToR To cooRolvATE INSTALLATION. FITTING ROOMS - PRE-FINISHED STAINED WAFER •••••-•• ••••• • FINISHES • FLAIVIESPEI cli TOILET AREA ORIIIDOR .q. ■••••■■•••••••••••••••• f;e114 01 ?ITV& 14/ ••■■••■■•=10MENII. () Dcz14 01 1:7e. 4.17\ pizaar '64r; Atee.44- •vico° ft: e;fF-;RIV- 11 544zZu il •■■••*•■•■•••••••••••••••••••• 1■•••••■•■•■•■•■.... 12. -••••••• 104 r ILL' 1'1111'1'11'1'1' 2 1 41 5 . 1 1 , No.18 1116.11........•011.■11111.11.0101.6.■■••••••••■.11 SEE FINISH SCHEDULE SHEET #7 SEE FINISH • SCHEDULE SHEET #8 31. REFER To SHEET 17 FOR FINN NoTEs. 4I SEE SHEET spe FOR PRODUCTS NOTES. • 5. SEE MEET 09 'foR'. INTERIOR ELEvATIONs.. 6. LEGEND: Qty Errata NALL FLOOR FINISH TO ,TE/iX/IPS HALL STOREFRONT FACE. • . REMOVE EXISTING MALL FLOOR FINISH AS" NEEDED. • • . .7. '••••••■••■•••■••........ SINCE DENSITY RATING: 450 MAXINUM. ALL EXPOSED MATERIALS TO BE: CLASS 'V WITH FLANESPREAD OF. 76 - 200. Ate SHOE DEVELOPED OF 0 J. 45 PER SECTION 704.B AHD TABLE • 704.3 OF STANDARD' BUILDING C00,10.480. . 7 , • M 1 ' • r. Tiou A24-1 BUILT. OUT OCCUPANCY MLR NA 42411-10411filiktRAM14404110 CLASS* Mop plwatios PA trump *kb ebit wubmipplilidP Swami PM ;Win* d smile 446 mod:42 da 6 ,411,:** 04 $1.608444104 lb) 1.04305. “spenbibp - • ‘ dapitlaitios it act ppeicabiblaliPlitiPlei pilblgi ■44emula; e 0 4,f5i4.40 Diviseen 3 1 OcemiesPiev.Close M Ibitlatatio whict palmed bbitebta of impooltaiiiIpbbly tvallibool,Cl I ibalsideoly * Pot , • levet Pppories *Pt le claws anspe-40)pd provision Pearl pplicabit so limbo old iii!gpooldidrioplt. °Mimi 3 Ocapborip. •• C 'I hpL. D a l t k o m 2 a d )Oc#.t.Oi o m p Mt grad et Chi in vionts Ot!,i10e2 or is opriaeNO. • ,„. • • • 3.' 4 . . ALL EXITtlis41.14 ;WitE-MT FINAL HAM filtfiSH - 8. * GENERAL t6MTRATOR111 ;1 AND WALL AFTER,f1pOltf •GE,PIERAL coNTRADTOR vatiPC.THAT (IN WHAT * TO Re THE SALES EA) AREAS TO THE •IOCKTECT: HIGH NW IDENTIFIE* AS PROBLEM MEAS. le).4me,Ear C RoD LA ; 2 J. 1992 /E0 IV (atm, ZolirrHACtoRli.) VERIFY ALL FINISHES AND_ LOCATIONS FI NISK3 DEORE INSTAI.LATION, WON TOMO NET SEALY0' _ 2.. *A1.1. SURFACES TO RE• PREPARED PER NAKWAOURER`,$. SPECIFICATION ' ALL:FINISHES:4 51,#PPLIE11'..PER HANOFAC0. SPECIFICATIONS , . 'GENERAL C Olt' RESPONSIRLE.FOR THE PROTECTION Of, "* .. FINISHES DUNI CONSTRUCTION A Ci,ENI TW... . ..- . GENERAL ..,... lb 0 Littiii REPAIR ANT DAMAGED:: . FINISHES UNITA 6. SEE INTEITIOIL. !f TTOilSk FOR • OV Of STOKE TO.111.,TOIAMT.: . ociTimOiatucr(0, • gi VS N SAL AREA T° ALL .A CH Atiow v ..i"o :Itt S ,":T0 1: 9. : TO HA BE Y R E Et R Es " sW F mIT IN H M: WHTR lEAD FILS14 131 : " STOcK . "P 11":" 7 .141a.,T00411;,$)7. ARE RENOVED 10. ALL AYFIDO•90ARD:cEttINS TO RtCEI VE MBE TAVED Aft SANDED SMOOTH PAM' EXISTING FLOOR IS LEV AND Raw ANY. tOW AREAS SHOULD* BE 12. GENERAL Co*ACTOR ID LEAVE THE rola:ovum FOR TENANTS USE A. ONE FA) BOX OF FLOOR TILE (WHERE APPLICABLE) 9. P.11.4. BOX OF 4' Topsn , eAst) C. ONE ftil.t CAtt OF EACH WALL PAIIT - O. !ONE RFA.k or ICCRING,P,AINT 13. • GENERALCDIVT4C1OR 1620AINT TffiTb4AKtS NAME 111 V left trnESITHt REAR SERVICE 0011 oR NALK1' WA. .„ cm/ OF TUKWILA RECEIVED \ JAN 8 9j2 PERNICENTER :c No‘ .1! • L .7' 1 r 333 13 °wino hal Wards 62800 714M2-3333 ITECTS Lajuimremalipm • :an '' 04%0%; I lk 614" •Irtrf ••1 allr ••■■• , 41.••• l...Arrott 48 L14 4..• .11e.:44t1,1 .,. bb ri • ! • •••••”...4.1. or 1/1.11111471141C;. MI MA W An41,1 , 1rt 111/111 W.V. :;‘.‘" 3rifeill•O/ IA111 •■••••• I 011 • aaaaaa It•I •-• ACOUSTICAL CLG. T NFTAL P SEtp-OLOsS FINISH SEMI-GLOSS FINISH VERIFY wiTH TENANT T-ARr-f SEc • SHT. FR FOR MORE INFOIN4ATION. EL IRISH:- jr S R • FINISH OVER HORDING AG IOVER GYP.BOARD. REFER 10 PRODUCT NOTES - WHIM - REMARKS ' c Ft.AT SENI -Gi.OSS FINISH SENI-GLOSS *42" ABOVE 6" CONTINUOUS =En SHEET VINYL • BAS ALL TRIN TOSE BLACK FINISH. . 8 6A. GALVOIZEO PANELS OvER S/8", F.R. PLYwOOD, THING AT ACALLEULUIVQ1 .PANHEAD s R MOWN TRowEL FINISH WITH VERTICAL AND HORIZONTAL . GROOVE SCORES. PROVIDE 1/8"* PLASTER "FINISH OVER BONDING mart OVER GYP. BOARD -.STIER TO. PRODUCT NOTF5t: SHEET es. DUCTWORK . 7; 1 TON • ..; • . t 91076- 1 , . • ., •• ••,.3--Cobsr.:44.For.F.041.1e.;:t.0.F.ho am... eiSE airs .0 15P • . 1. • 2. ge • JiSt ki.& .12 .4 ' 1 ,044' 1 , - Y■ - '41 " , 'r " •frs., t 1111 1 1 1 1 . 1 ! I 1 1 1 1 1 1 ' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 '1 1 1 1 1 1 1 . i i 41 I 5j I_ 61 N 111111 1:1411111111 r 1111ffi r 11, 1 111111 ( 1 ) 1 1 11!1 6 1111111P 8 111111111111111111 ;1111 ej 14... cr AllialLm4 \,_,,/ p4ihLL_- f RODLICT NOTES • . 1.2. OtACK FINIS!! ALM; FRANC V/ „BUCK 'FINISH ALUN. DIVIDERS V/ WHITE PLEXIOLASS,IVIRE WASS SIPANATED) DifruStas. .SUPPLIER VITN. TEIONT: •• . iiLumiqOLIS CEILING DFFUSER. our,* FIN101.A1.00..PNAITE %f/KW:FIIFISH - ALUM. - -- CROSI Tati lie' Tutu 'wont Pilocuas (mr tfe. u JLAttDJ . four/ 'WOE! WITH TEiWiT. . • . . - ' - 7; „ A.`ir EXPO$EP GOCTIIORK O UWiiK ,RALVARlitED Mgt mai „ Fix ri-mag • /174 Art: \alogNizcpui-Jr7 AL.L. Pieft11" FWA WALL-. p14. es$FrWAL.K. ' OPEN CEILING AREA • yoLUNE.,CEILINO - AREA Toi BE PREPPED' 'TO REc ALL EXPO: AND.CoMoUiti IN, Eiwk, imitq FINISH.:VERIFY WITH,TENA)1T.' I i- •••.„ • • . • +u uNGERSIDE OF (RIMIN0 sTio. Om To 8“LEAREO (RENovE-ALL ovEkspRAyE0 FIRE PROof:No, APpLicARLE) ANolvEpPEO T o RECEIVE PAINT. FINISH. • • • PLATFORM FRAMING ALL SOLID PLATFORMS TO OE FINIMED ! PROVIDE CLACK F4xisat REDUCER.ON ALL EXPOS EDGES. PLASTER 4 'U.S. GYPSUM" NIGH DENSITY INTERIOR 1 PLASTER - WHITE BASE, ADD BLACK COLOR • To IIATtmAL OREy COLO (coNcRETE). suaNIT ES TENANT, SOL14.10.ACK COLOR - SUBMIT SAMPLES. * P1 TO BE APPLIED DIRECTLY TO 0 OVER • :..trADINGAGENT,(LATH AND MESH •NOT RCQUIREO"). - r ...,-: - "sae 'babes do* essipti wait Ste rsersitenIsmu gateMsd Simko 1712. 044040 • ( W i s p s e d I n t i k 'fl c o up I S A c f r O y 1016 r e b s k o m e g a t o WOO 111 • Salim OM 01 stel 4205. eessestemliit IVO* dosinestios is ase soheeble,to base• esells sod eteeliess of nab* bt* • • Mesa. Om* it. (*iamb 3 d4 Ocenoteirs. OM IN ory bt d. tottais imultasItiansestallebeetsescitarsibsiiihreiblynsbatered.Ossallbstuktway *Rabe seed • . Vest bee swiss AO be al Cbss N. ffitese.speebtrosie•ossareessappticloble or Odom esti beebrosevt of Crow& Obeislise ntespesicks. ita amp ilitt Dteisesse 2 ;o op erspameC Oses isey be roe* w Mos SU tait fee • Detioie 3 witektat, " ; 4". 4 • 4 •- • .' OR OF TUKWILA APPROVED JA 1992 RH, ctigt4,xig, sHEET . 4.. lEFER TC, .7 FO FINISH - 11O1 . ES.. • 4. SEE SHEET fti 'FON FOODUTS . • . 5. * SEE SHEET 09 FOR iongupscuevt 6. SHONE DENSITY RATING: 460.164)(IPIUM. 7, ALL EXPOSE!) MATERIALS TO • 8E: CLASS VITH FLARESPREAD OF 76 - 200, Fie SOCRE OEVELOPED • O' 0 4. 450 •PER SECTION 704.2 AND • . • . 704.5 OF STANDAlgt BUILDING CODE* RECEIVED CITY OF TUKWILA JAN 6 1994 , - • ' . PENIVIIT CENTER "-• - -' ,. • . . . • • $ WWW AIX* •,.`"•"" F.1 Cornire balm Coilemis sem 714432,3333 - 7 ' . • '•)", • C"?. ARCHITECTS • 4 ' .:4 4 • t ;4 ••• (3) BANL?BLA • TED TEMPERED G ASS LITE NOTES FINISHES FLAMESPR TA81,t NO. CLAsU! lCATtO$ K - - BUILT OUT OCCUPANCY RMJN L,00225 • • Piiiqz6 egt4 .M01,0 0EIJ. • Y Q �I1I' I' . I ' I1 11 I' I' I�I�I� I 2 I�I�I�I�I�I�I�IiIIIu�IIiI , III�I���IIIJI�j'I' I�I' � 3 4J 5l ... 64 NO.18 e`er IIIlffliil IUIIi1Ii 111lIiiii 1IiiIIIII�iIIllnlllflllllll Ilfllllll SECTION Of LOWER PORT ;. IIIIIII,I Iilllllll IIIIIIIII IIIIIIIII u� I II ill11 83104 At►1.j V mmearlormfture L � M elm Prnot4 fOoldro ELM, TYPICAL FOR ALL INTERIOR EILEVATIOWS METAL. 8 L.ATW LL 4V10. igo A SEfO►Jb 13WAt✓I sc ex4LE SHEET Ate 3, REM TO SHEET #J FOR FIRM NOTES. 4. SEF. SHEET 08 FOR PRODUCTS NOTES. 5. BEE SHEET .9 FOR INTERIOR ELEVATIONS. 6. SOU mart RATING: 450 MAXIM. 7. Au EXPOSED iiATERJALS` TO RE: CLASS °C MIT$ FLANESPREAD of TC 200, AND SNOW DEVELOPED OF 4 450:t SECTION 704.2 Ate TABLE PO4.3 OF STANDARD' WILDING CODE, 1488. erey'r . I PUIL '4%0 leaks shill amply *rids sip: tsquhswaih specif.44 i atliari 1112. tsivasisitea tss440 4114 t•s;sk . 1:e aos#s dsA tseigly opt et: 44viseroviiii spetifiod Ott? SecPiae$ 4204 (1)) ark 4206. mispecnrdy. ti �Fiiti:to $saifiiu•on is mat sakcs*k ice "scsivr iss4 c aii of satsnac is8 asi� . miss. . . Ks Gaa p A. Divi*.*ws 3 and 4 OCCWORALlta, Cuss 01 My i• used 44,s mot !acmes atiaroreia me¥,I i $mead.Diutis•vdsiasy tOses two wars • > ietsoorssyewtap�hcddtistwel al s yi I Osetp I. Omit** 2 sod I Ocsvpisftios. t�is"` os ' Dsr iorXisspiniteed. • g1 RECEIVED CRY OF TUKWI[A JAN 6 1992 PERMIT CENTER APPROVED .�. 8 1992 0 k L si IV!S( 3 ARCHITECTS 333 a C*m no Red Tustin, California 9 7141832.3333 Fox: 714/838.2066 : i Revisions: • • . • I / ° }:�1. *MriJ. Ckd.NN :t�' ' :i.:�4' �w.v.i�.w"R� y r...M.x_... r A Potwerwo AtershiS PLAN STEPPED COLUMN 011111.m.r pOTIOL 1500510410 Nve Au4 @Ar .: is -r(i. . ELEVATION TAPERED BULLET COLUMN f 1! r EA( eI Mit 3/8° f I I . I I , I • I , No,, .• • I I l it I �6 8 L j9 9 T6 E z w) i i��� �il��fiil�l���! ���l il111111! I�► I1 ► ii,Ili•,iiliIII,liiiIIiitif�ii 1111li1llii:1l11i1ffii►lill r CI I Y Of TUKWIiA APPROVED 8 1992 AO D '~f t ti i15 �^ �E t0A RECEIVED CITY OF TUKWILA AM 6 ARCHITECTS 333 O Canino Reel Tuctln, CsJfcml& 92680 7141832 -3333 Fax: 1W&6$ Revisions: 1 x• ir 500 1 2- 12. '31 Project No: 7/,6 1 7 ; x' Drawn: Sh. ►t: FrTTING AREA 5" 4 EXHAUST DUCT UP----- THRE HOOP, PRC)' :'I JI RAIN N CAE . MET1►LAIRE SERIES 7560 -6 -- 24 x 24 FACE (TIP. OF 2) M'C:TALA1Ri; SERIES 7X00 F ? - (; ..,.� 24 X 24 CF t TY?. or 3) H.V'.A C., �IOTESs ,,ALL WORK MUST -8E LEONE IN FULL ACCORDANCE WT' :11 ALL APPLICAI3I.1: CODES AND LAND/do/ID'S RF OUI RIME :NTS . CONTRACTOR SHALL SECURE AND PAY' VOR ALL REOt. T Rt.f! 1 ER ?•ZITS ANT n;:S AND PERFORM ALL TES CALLED F'OP (')t pEC/OI RK,n AS pAW' UI' HIS WORK. MECEIIINItAL PLA2S ARE PARTIALLY. DIAGRAMMATIC, C, NOT PONI tic EVERY •17'I:M IN .EXACT LOCATION OR DETAIL: MEASUREMENTS AKE. +,C)C A "'i NS MUST BE C :OC)RI)INA'r'I.' :I) WITH THE ARCHITECTURAL, PLUMBING, STRUcTURAI,, t :, :(- 7RI ci'.1. AND +Yf1 EP RI.I I. :i J;4r.. DRAWI NCi . CONTRACTOR SHALL BE RESPONSIBLE. :'t:) I'1.I:LD VI ?i'•I:'Y :L,1. Fxr '.I' (; CONDITION . 'BEF'ORE S4?. ITTI:+IG HIS BID. NO A ?)ITIONAL cOMDE1 WILT" BL !SAf)E F'iE EXTRAS DUE TO CONTRACTOR'S FAILURE. TO VJISIT THF. ,T')IiS.TTE Ali 'oP I'i',t .IIR : TO L REDI ;TEfU4rrvE ALL Ex!SMI.NG COND.XTTor rO. F: t ,.NI'1 . ,.N(.. his ! TD. I L • ► � Qc, n � rya �r� � GGMPONE F"'S AND EQUIPmiNT SHALL BE PROVIDED WT1h AC(i?SC; 1't)P EAST: C)I' MAINTENANCE AND SERV' ICh . UNLESS OTR13RWt5f?' SPfCIrIEI), THIS COl►?TRACTCR SHALL PREWiDLv, ALL EQUIPMENT, MATE3tIAL.,..LADLO T ANI) 5WPEP.VZSION NE;TFSsAPY TO ('OMPLE:'IE THE I!} "STING, VENTILATING AND AIR COND1TIO ?JflC woR:( WHICH INC1d?I)L;S BUT IS NOT LIMITED TC) TAE FOLLOWING;(.- A. REMOVE THE EXISTING-AIR CONI)ITTONtNC. UNIT AND DUCTWORK ;:pi; 1 FIc :\LLY ,,,,,SERVINC THE TENANT SPACE. Fi :MOL'.E:, TEE EXISTING cuar.0 AND REPAIR ROOF USING; MALL r'r F APPROVED COORDINATE: WITH THE LANDLORD AND DETERMT NI: EXTENT. c I2 ., .) I.R . . •FURNL441 ANI)' INSTALL PACKAGE ROOF 'POP UNIT, COMPLE r►, WITH ALL TIIF REQt!1ItEO A.CCCSSORTES. UNIT 3;EiALL.RE rKSTAL6ED ON LANDLORD DESIGNATED LOCATION. r'C1oRDINATE WITH THE LANDLORD PRIOR TO INSTALLATION. C, .NCLUDE I15 S BI!) Any CUTTING AND PATCHING or k(OOF' AT PENETRATIONS. • :40D fl •ANY REINt ON ROOF STRUCTURE NECESSARY TO SUPPORT WEIGI''1` OF NEW PACKAGE R0& ` TOP Urn. ALL ROOF WORK SHALL. BE DONE BY MALL . -•P ROVED ROOr2,R : • PURN.ISH AND rw$ aLL CONDENSATE DRAM LINE 19H TCh SHALL BE AT LEAST 3/4 t'8CI; COPPER x'U8ING, AND S L SLOPE NOT I :SS TIl liN 1/8 INCH PEP L :NI AIt,`M,T', pi AN AVPROV>; D CONDENSATE DISCHARGE POINT. P 1 R9?t•H AND INSTAL:., 714 161. s's.F'OBN A4R 6ECTiOrc ok THE ROOFTOP, A U.L. LISTED IONIZATION 3]UCT TYPE SWAM .7F'i' 'rTOR hS MANt1FAC i'tfl 'i7 BY P t- A -LAR.M OIL OTHER-APPROVED, IN AN AtCCFSSAAt8 LOCATION, COMPLETE WITH D CUIk 'ECr SNITCH IO13 ' 'SEPVWC /NG AND RFSETT NG OF 'I'LE SMOKE DETECTOR. SMOKE .DETEC':E.1R. UPON ACTtVM XON, SHALL SHOT DOW?: 'PfF, ci.V.A.C. SYSTEM, SOUND AN AUDIO/VISUAL A7 XIV RN . LOCATED AT 'i h • FRONT OF T# #R SSTORE . PROVIDE ALL ADD TToI.)L CO TRO S MIUTRED Tr) PERMIT THE SEQUENCE DESCRIBED ABOVE , ' } runasA AND INWTALL ALL CONTROLS WIRINGS AND CGNTROLS FOP THE ALP. COWDrTIONINC UNIT. COORDINATE LXACT LOCATION OF THERMOSTAT WITH THE OWNER. UNLESS OTHERWISE REQUIRED EY LOCAL CODE, THERMOSTAT .SMALL HE INSTALLED) 4 r -b" r ovE; FLOOR °xNXSN AND SHALL BE PROVIDED WITH LOC ;: LNG COVER. ''F_„IEECTR.tCAL C NxRKTOR SHALL FURNISH AND INSTALL ALL POWER WIRING INCLUDING DISCONNECT SWITCHES, 'PRIDdRAIKKABLE TIME CLOCK AND CONDUITS. - - MY.TALAIRE SERIES RH 14 X 12 T.A.C. 'Er M,ETALAIR.I, SERIES CE:S. __J/ 5O x 26 R.A.G. INSTALL HIGH AS POSSIBLE (Tip. OF . G. !•'t NISIT 'NL; INSTALL I.:,L !?i ;CTWORIC INCLUDING; 'i?,I,i.LS, DIFFUSERS AND DAMPERS IN ACCOi'I)\N( :i: I\ :TH TI'.!: : ;MAC'NA +T'ANDARDS. AND THE UNII'OF& MECHANICAL, c0 DE. ALL MATERIALS USED FOR ATR DISTRIBUTION SHALL. RI: NON-- COMIIMSTIE<LI: AND SHALL HAVE A SMC)'r•;E DEVELOPED DATING OF F IF'rv (50) OR LESS. H. DUCTS, , WHETHER EXPOSED OF CONCEALED, SHALL BE INSTAI,Lt. t) HIGH AS POSSIBLE._ ALL EXPOSED I)tiC'T.`- SHALL J3 SPIRA1, ANL PAINTED. NO EXPOSED 'PAPL1) HE ALLOWED. ALL r EC TA`:Gu1.AIt PLENUMS SHALL, BE LINED R TTH ) " THICK EU.1CT I,:(NT :R , AND ALE .:(ACEALED Ili) ?_'ND AIR CO:'•1 : T.ION L NG DUCTS SHALL BE INSULATED WITH I 1:2" tt f : , 3:4 I'C;F EXTi'1 C'I? .'T .I Fc'I,ASS IN N SL:LA'1'TC). . I . `.'•`)rDINATE INSTALLATION OF NEW AIR DUCTS, DIFFUSERS AND GRILLS WITH r'R1?•:K3,F:R I'1PFw :.; ET., ? :C ?T.' CC1!,r11. ;r'I'S, Mr :CHAN.I('AT, ?NP I'L,IiMFING . TPtN4_,. ::.,PEP. "1'O RI:t'L. CTI I:, CEILING 1'L: .id AND INTF.RIOR r I O'v D'`AI1 .. ; C .. LF•'F'f'R CEILING !;L1: \.., .'_.'r-' - J. J'uRNI SFI AND FNSTALJ, EXHAUST PANS TO REMOVE. BUILT-UR VI'TA'L' IN 7II)rn CAVITY. PROVIDE MAFE -UV A I R GRILLE. K. 'U'C:' :ISIJ AN!-'INSTALL TOILET-EXHAUST FANS WITH CACK}')kA!'T UAMI'I?1; AND RELATED DUCTWORK. L. C:C)N'. RAC'i`C)F? SHALL i3E. RESPONSIBLE 1-T R THE ISOLATION (; EQUIPMENT SO THAT V IIiRA 'ION AND OI) •,.i LuT ] ONFrBLF: NOISES APE NOT TRANSMITTED OUTSIDE OF THE DEMISED PREMISES. . ANY NOISE DEEMED OBJECTIONABLE LE i ' LANDLORD MUST I3k: CORRECTED AT CONTRACTOR' S EXP1:NSF . M. CONTRACTOR SHALL PROVIDE 5 -YLAI2 C')Mr]tESSOR WARRANTY. LETTER 'OP CERTIFICATION OR C.'ONrI };MMATION SHALT. ESE: INCLUDED WITII OPERATING AND MAINTENANCE BROCHURES ]'OR EACH PIECE OF EQ1IPMFt4'T. N. ALL. ItQ()>+' MOUNTED EQUIPMENT SHALL BE LABELED WITH TENANT'S TRADE NAME AND UNIT NUMBER WITH \ MINIMUM OF ONE AND ONE -HALF 01/2 ") INCH HIGH STENCILED LETTERS Of A COLOR AS APPROVED BY THE SROPPING CENTEP. MANAGER. G, UPON COMPLETION OF THE WORK, THIS CONTRACTOR SHALL TEST, START-HP, AND BALANCE: THE SYSTEM. SUBMIT A COT". OF THE AIR BALANCE REPORT AND REPRODUCI'3LE AS- -BUILT DRAWING TO THE OWNER, Pt. ,()P TO FINAL !3ILLI.iG. ■ CONTRACTOR SHALL BE RESPONSIBLE TO REVIEW AND COMPLY WITH THE LANDLORD R EQUiREMENTS PRIOR TO SUBMITTING HIS BID. SEr SHEETS M -2 & M--3. • 0 a�4 --T T - 111111(1111111111111 cp* DUCTS SHOWN SOLID LINES ARE EXPOSED . • DUCTS SHOWN E3I7OI(EN. LINES ARE CONCEALED. 5 VUC VUaT *ARAI 6 8 I1!l!III! !III • r 1 l J 1 6j %o.!8 ?I" 7.-7.4.77 �U Nk d half. N •T' 5. I!IIIIII! 9 1111I1111 Z We i IIIIIIiII IIIII IIIi!iiiillil! I (Illlill tdE PKAGYET P V'AII. $18 AL{. tks~tEAt' Soo eAAGr'ET DETkit. 1- mETALATRE SERIES 5000 M -1 .S4 D5 15 X 15 -._ . w.........._ ...____.... �. ...._.. ,� ___ _.._ .._ _._ _ _. • ..___ .�:'" »1t••-- . METALAiRE ::;EF:ILs ,O 00 - ROUND DIFFUSER WIT!; :+MODEL, D -3 OM). PAC ?: Or DIk'k'.ISivIi -s `, ' -6" A. F. r . (TYk'1t:AL1 TOILET EXHAUST FAN TRAt'I: :I'TND MOF3r,L V M t #.1 • t. SI HAVE AACKDRAPT• DAMPER . Ti'. THE i.TCN'L' SW _..n ._.. 4- - , 4 • • 1 MECHANICAL PLAN & DETAILS 1/4 "= EQUIPMENT 5C REDL1I,E : ^))0 '• OP PACKAI;'r: '.''zRR '1? Mr) 1: r aF. Ir ,L �UUJL2R. THE UNIT SHALL i!h'. "!F' A COOLING ( ► ., . : .•r , t, ..l.r. i 1)t)!.xit ,, . (r I3 ";'lT I sr.NF I?1.F: C'�'nL'i:e ; , ' AIR I ;N7'1 :RING CONDENSER WITH A[ 4 F'LC)W Iz.'i rr OF 4220 M AT :1 . i" ,A . r i" •'T'i' SHALL rt•:,VF. AN IN'1'F :c;R;,"I ;D TYPE: Ec2No 4ER, rI:I.L rf:Rlt•IETEP ROOF" CURB rows :I2 EXHAUST PACKAGE. . HEAD PRF:S,,i►RE CON'I'ECUL, TIME C; CRANKCASE HEATER, AUTO-CHANGE OVER THERMOSTAT, M 33 KSrt ELECTRIC HEATER. UNIT MINIMUM CIRCUIT AMP)elv)2, MAXIMUM 'OVERC't}E'RF:N''' PReTECTION, - 200, 208V-3o-60h2. 0 L BE TCH AND T--90 CEILING MOUNTE EXHAUST PAN, ERLOCKEIY W '. ";iEO CAt XTY F :XHAC.t-T LAN BRQAN MODEL 504 ix'IB A CAPACITY OF 350 CFM. F'AN .K ED WITH THE LTC I SWITCH 7,`NI) HA . AACKI!RAFT DAMPER. . • a, • .. ., .. �. : EEMVEO CITY OF TUKWILA JAN 61 e. KiiNi1I CEN fER 1 u, N ARCHITECTS 333 El Canino Rod Asa% California moo 714/332 -3333 4 4 ,fi �, 1 1ftItIiI 1 1 I If11ICilII1 I �i� � ��I � 9 9� 9 � 1 � 9 l la. i 01110 f E� I • �.�.. Z...... t� a.:.iu�(tlL6t"'9 . � .. � ,,• y • . • w.s. �, ..►:,+ -�.! ..'.i. :.� '�`- :..,. -� _'�`.� ~�� Sr$" —�'L • ANNIM1101111.6„, ONO ��i ,. •c' •.'07x;' aF /ak +'1wr„cilr ,r anak r! •' :.,+L'^'',F• .!-'x.rrrw7Y!'.' Wit- G wy;.:�;.►c •A. - �'4 t'V• >+:�... •••••• d:.s••:•••,•t1.. 6►1 bopm MMahlowo S. r k ' ..4 t� , l ` iit 4t '�f};'T1'1 ►rt' �' 'Flt”TiphriP.)" , r4. • Hole �w •,� _ 141 Lazo, X MY.M . ` , y1 k. l'^ IF • >ay 1111�1111�1111111(I il.Yill'fifi�llIlr,II ! �!I " l llll�lil! If��llll IIII'llll illll!!I Iill�IIII I lIII�lII, Clllillll 1111,1111111�� i 1(m11C1' 4.- ; , ITITITI I f i• 1111111 11111 111II1I III 2 ! II' 3 rlililsli,sl111 4 I �i, lIIInlssl; III ; 5 1 .6 • • 14.p182116. OZIICArTION8 , NGLL +'C 1. Waste piping systems. 2. Vent piping systems. 3. Cold & hot water piping system'. 4. condensate drain. S. Plumbing fixtures. 6. Piping insulation. 7. Permits and inspections. 8. RELATED 'ilOR& SPECIFIED IN OTHFA SFCTIOI1 1. Disconnect switched, & lino voltage connections. (Electrical) 2. All line voltage wiring and conduit. (Electrical) 3. HVAC aquiptaent (Mechanical) C. DRAWINGS 1. These plumbing drawings are in schematic form, it is all offsets, fittings & accessories which may obstructions, or efficiency. D. CODE RZQUIRZ1 U?S 1. S. SITE CONDITIONS 1. All work covered by this section of the specification shall conform to the latest requirements of the UPC - 1988 Edition, UDC, local building codes and requir+nts of any other lagally constituted body having jurisdiction. Contractor shall acquaint himself with the site conditions and verify in field the exact locations of ail underground and above ground piping. F. PRODUCTS (All material shall be of new quality) 1. Underground waste piping: Service wn,ght bell and spigot cast iron pipe with slip jointe (Tyler or equal) for underground installations. Slope all waste piping a minimum of 1/4 inch per foot. 2. Above ground waste and Vent piping: Service weight cast iron pipe with no-hub joints. PVC and A88 piping not permitted. Vent piping shall have ninety degree offset at the roof. 3. Domestic water piping: Above ground water piping shall be Typo "L" seamless hard -drawn copper with 95 -S soldered joints or silfos 5 silver brazed joints. Connections to valves and other dissimilar materials shall be made with dielectric unions, 4. Condensate piping: Condensates piping shall be copper with a slope of at least 1/4 inch per foot. Drain to approved receptor. 5. Piping insulation: Insulate all hot water piping with minimum 1 -inch glass fiber now combustible U.r.. rated insulation with rated vapor barrier jacket and sealed joints. 6. Air Chambers: Furnish and install air chamber on each hot and cold water supply to each plumbing fixture. 7. Valves: Provide shut -off valves on all water piping to plumbing fixtures. 8. Escutcheons: Provide piping escutcheons on all piping which penetrates finished''ALI 9. Hangers and supports: Provide piping support and hangers for all horizontal vertical piping, and provide lateral bracing where hangers exceed 18 inches. 10. Isolation: Provide dielectric unions for all connections of dissimilar metals. 11. Access panels: Provide access panels with proper ratingo at all concealed valves and equipment. 12. Water meter: Provide water meter in an approved location with remote reader per the local utility company and landlord's requirements. Contractor shall pay all fees and landlord charg ° associated with meter and meter installation. 13. Water closet (WC -2): "Handicapped Approved" American Standard Elongated "Cadet" Water Saver model 2108.408, or owner approved equal, and olsonite open seat. 14. Lavatory (LAV -1): American Standard "Lucerne' model 4869.020 with American Standard model 2103.703 faucet, or owner approved equal. Mount at handicapped height. . 15. Floor Drain (FD -1): Josam 30003 with a nickel, bronze. or brass finish. 16. Instantaneouv Hot Water Heater: Chronomit. Model S -46I, Power 208V- 10 -60Ha - . 4.6 KW. Provide .65 Gal /Min flow restrictor. G. lesTALLATION OF PIPING, FIXTURES & EQUIPMEXT Where existing floor must be removed for installation of underground piping, saw cut the existing floor and reiplace per landlord's requirements. Backfill with clean sand and compacted to 920 modified proctor 1. Piping shall be concealed with offsets as necessary to conform to structure. Equipment shall be accessible for maintenance. Coordinate with other trades. Provide cast bronze drop ear fittings at all water supply outlets to fixtures. Provide union at all valves and equipment connections. 2. Wall -hung fixtures shall be securely attached to a steel plats, which at least one stud kuyond the first and last fixture mounting point. 3. Vent piping shall be located at a minimum of 10' -0" frog( mechanical a'xy outside air intake equipment. 4. Cleaning & Adjusting: Thoroughly clean all piping before installation. Chlorinate and clean entire potable water system in accordance with AWWA and flush before building is occupied. Perform all tests and adjustments. H. GUARANTEE 1. The contractor shall guarantee all work done hereunder against failure due t� detective materials and /or faulty workmanship for a period on one year from the date of acceptance of the completed project by the owner, not arrays possible to . indicate be required for aoriveniooc'e shall • ctend to equipment and /or 1 Pcd P�r�N v f RECEIVED CITY OF TUKWILA SAN 6 692 PERMIT CENTER A 333 El Canino Rte! C.Wome a :ZSlo Revisions: