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Permit B93-0328 - BURLINGTON COAT FACTORY - 2ND FLOOR AND FOOD SERVICE UNITS
RUGTo1'1 CST *P.Acc-#-m ••■••■■■■•■■,.....■ CERTIFICATE OF OCCUPANCY CITY OF TUKWILA 6300 SOUTHCENTE.R.,,,89ULEVARP , SUITE 100 TUKAtT;LA7C,'.0A".iftpi,.,00;.,R::::,6:prp §§. ,,,,,t,11,,.;,:',-,.-.,::----- -------:::_i-,•?j,..,„7."-t-,. ,,,,;...z,v.„......, .,. v, •A .ff. „.i ,k,.4 - 41' 41 X) , `c-1,." It .0,t41. 40 ,Y I'? .1., THIS CERTIFICATE ISSUED PUR§UANT'' TO THERE0UIREMENTAYOFASECTIO ,307 OF THE UNIFORM BUILDINGCRDE CERVRYINGTHAt-A"T" T14E4' TIME OF 4,14411ANCE„,.,_ 17)I13. STRUCTURE WAS IN COMP L I ANclgonyti ''',T)10 VARIOUS ORDINANCES OF T.11,E C txty irREiGUL:!ArING BUILDING CONSTRUCTION ORASE 'AND ALL ,APPLI gOOEPti-ly FIRE COOES. 4.,,,,THESLOWING: / -t,. ft"-l' ,,;...., ...44, :,,,,,,,,4 / 4 nidliuB ;si'g A. 0,1;e'ssgcv,t',1,900' SOUTH9ENTER .0 '—"-----; Tp.tvan t f-AkbiliRL ING TON .„t0AT FACTORY' --,, Perm ft Nb.:..028‘93-\'0, 8 Su 1 te NZr,-,e2-250 94 rika ..i. ' 4,11 ' It . gt• 1' 1, , xtf, A; hp. - ,,, . v , t ab's.,,,p e.1 t;,..74.8 52304 - 9 0 6V--.11, f I "\ ,;''',':,•,/ )1...''''''1.-- 4, OA" • r'010nier.: PACIFIC NOETI-1 i!...41EbVGROUR„,:v ._ i .. 1 . re . v ,n, .1,i,:. ;.,. i. 4.,,,..„ _ , A ' AI ; ,..„, „,, \ 11',41 Sri q , MrailY 4 'ii ..- e -.) t ./'.'. / ,,---.-5 \ e .,..,.., r. -a oupaloY: STORE ....e...rr '11::,,:k.:\ ,,,,4 0 ...... i Occupantoloadl 2 Occupai0 Giga„„Lip :• ' 8-2 ki-,,,."'e ,/ 1 / ,..-3"...,' X-....-.., ,....04 Type of 'Cons t : 4 I ,t.74, I ' " '41 x . . . v-v•\ .0.•?,,,,e-'' •-....„ ) ' r -.7 '1, '''',V, SO .C4'1 , ,N 0 4 • $". 4 A 04. s/ ' , % 1%iiiv,45. t, V . • 9 ,., 4G1p. " tl ;... ' .4. . ' . ' A . . o . —t, . t` :5462tid . EtsiLn ISIIN1ENANT. SPACE . 0 iL00 , F\'\1 . it, Mr4kAr PAVIII4 ' . :MALL: ANDIELOCATE EX I WI 160i? , FIERV...itCV'' UNITS \\ °' \ 'f- '' ' ° '' - . '6' . a-.`)'4 ' 0:4' i. r'4.11 . 0 0 0 .24 ,n' 0 '21\ ill . - (3 OFFIC • • THIS CERTIFICATE MUST BE--BONSUOUOUSLY-7150STED.ON THE .PREMISES • city of j`" Tiakwid 1 C. (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: 893 -0328 Type: B- BUILD Category: ACOM Address: 17900 SOUTHCENTER PY Location: Parcel #: 352304 -9061 Zoning: C -2 CM Type Const: III -N Gas /Elec: Wetlands: Water: TUKWILA Contractor License No.: FOUSHAC1580D TENANT BURLINGTON COAT FACTORY 17900 SOUTHCENTER PTUKWILA., WA 981,88 OWNER PACIFIC NOETHWE"ST,GROUP A '.." 5601 6TH AVE/SEATTLE WA 98101 CONTACT SYLVIA OTAW Phone: 206 762 -4750 5601 SIXTH'°AVENUE SOUTH;. SEATTLE, WA X98108 CONTRACTOR FOUSHEE,AND.ASSOCIATES Phone 206 746 -1000 BOX ,8767, .BELLEVUE, WA: 98009` * * * * * * * * *** ikk: * * *It'k* *'l ter*** . * * * * * * *•Yc�k�c�t�l'�c; * *k * * * ** *fir* *�k* • kit *4* * * *tk * *** *•k *• * * * ** Permit Desciript•ion: Status: ISSUED Issued: 09/22/1993 Expires: 03/21/1994 Type of Occupancy: STORE Slopes: N Sewer: TUKWILA ENLARG EX I,S'TING::=TENANT;,'SP E ACE;.,ON .,2ND FLOOR OF PAVIL'I;ON,.MALL AND RELOCATE EXISTING FOOD SERVICE UN Its-;' Units: bo. Buildings 001 Fire Protection S,PROKLERED UBC Edition: 1991 SETBACKS Back: Total Permit Fee: Right: Valuation: .350;000A0 2,5Q343 * * * ** *kk* *•k** kit * ** *.�ctIV ** �k *: * * *�r�til�k * *,*-1( *�I **'fir * * *k * * * * *** * * ** *fir *k**k * **** • Permit Ce;h't'er .Authors zed Signature I hereby certify that T, have read and'aexamined 'th'is permit and know the sane to be `',true and correct. All pr,,6visi'tin's of, .l;aw, <and ordinances governing this'�work will be complied "•with, :whether= speO,fied herein not The granting afs this permit does no.t;tpresune`to give ,author�t'y'' to violate or cancel the pr`ov;isions of ny other state or local `lawsgulat.ing construction or t'hwe'4pe f is .r.k �, ",`I, am authorizedy't6 sign for and obtain this buildiri'•` Signature:' Print Name:_ ..972:51/z C , x._ Tit 1 eN�_ ✓'LP!� _!!�� This perm shall become null and void if the work is not commenced within 180 d from the date.of issuance, or if the work is suspended, or aban•oned for a period of 180 days from the last inspection. CITY OF TUKWI Department of Comunity Development — Permit Cent 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER !)Q3- 036 PROJECT NAME r "• o r. S SITE ADDRESS 1"1`1Oc t 3c khc,erd -e r R, SUITE NO. --a50 INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. PARTME IR1 BUILDING - initial review . FIRE ` -@4q PROV` g7ofrs t± (ROUTED) 91,4(,3 INIT: ..,UIREME' V X1IVI,It,ENT CONSULTANT: Date Sent - Date Approved O PLANNING 4'J INIT: FIRE PROTECTION: FIRE DEPT. LETTER DATE • Sprinklers Detectors N/A INSPECTOR: ZONING: BAR/LAND USE CONDITIONS? Yes REFERENCE FILE NOS.: O PUBLIC WORKS INIT: MINIMUM SETBACKS: N- S- UTILITY PERMITS REQUIRED? — - Yes No PUBLIC WORKS LETTER DATED: E- O OTHER BUILDING - final review C 'BUILDING OFFICIAL INIT: INI INIT: TYPE OF CONSTRUCTION: V'N CERT. OF OCCUPANCY? Yes 'lo UBC EDITION (year): I %1( REVIEW COMPLETED AMOUNT OWING: CONTACTED 'e �y� DATE NOTIFIED v (-31".0‘." M BY: 413 (init.) 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY:. (Init.) 01/08/133 CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDIN.B PERMIT APPLICATION PLAN CHECK NUMBER DESCHIP.TION' AMOUNT< ;4` 4 BUILDING •PERMIT..FEE PLAN.CHECK FEE BUILDING: SURCHARGE SITE ADDRESS SUITE # 11100 \:=1CI.�.� PROJECT NAM NANT 1 ASSESSOR ACCOUNT # z-. � au ( it it-411 S Ss-2. 04 - cj ,1 - cns TYPE OF C) New Building Addition � Tenant Improvement (commercial) 0 Demolition (building) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other* DESCRIBE WORK TO BE DONE: ._t t,1,_,p � `{�,10/J Pe-. ©D `- 2 -$.1 :- �? 0 Lb \ e+ID1. rtD rotQM. t-�-� BUILDING USE (office, warehouse, etc.) t� t L 'Mu tL_Ao l D1 ACe__C 15 •'-iG VALUE OF CONSTRUCTION - t c Z NATURE OF BUSINESS: WILL THERE BE A CHANGE IN USE? 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: Tenant Space: 1 treArgi5g Construction: .L THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER � D PHONE 14,-2. —1ZIP —4.9-7,--c, /1E5 tcqB ADDRESS rj'( 1 (<51Y-t. k,08 . 'e-.. tt-- ( CONTRACTOR PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT ,�t. 3 PHONE ��� _ z34 5 ADDRESS ] .5411 ,\ - Lii1D. A zipges[ot.. 42 1:: HEREBY:: CERTIFY:T.HAT.;1'HAVE:READ AND:.: EXAMINED THIS APPLICATION AND KNOW T BE ;TRUE. AND >CORRECT, AND'1 AM: AUT ' ORIZEIJ. TO APPLY ;FOR ;THIS :PERMIT BUILDING OWNER SI OR AUTHORIZED AGENT DATE 13 CONTACT PERSON PRINT NAME /1_.■sj(,. c-t2 4I ADDRESS er,,v„pt � � CITY/ZIP ��1 b8 1f 4:11,7 JQ lr3 9 -vY P �� -- 4-7 5--e3 PHONE • 4,Z - '( APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES oviror COMMERCIAL-- SUBMITTAL CHECKLIST ', ' :: , ... : • ... , . ..• ,..• : . , ...: : -.• : -.• :', ',,,, ::. •, . • .. . ..,. • : : ';', .: .....• .. : ; ' • . • • • „:: ......• :: . ...., . ...,.., ......,...................,••i.•:.:......:, .-,, NEW COMM ERCIAL B : ,: UILDINGS/ADDITIONS .......i:::............,:::::::::::::::?...:.:.... ...,. , Li ,..Comiileied:tiuilding.permit.60pliCation jone.fai:opiich.strUctUre)...!"::"..:::::::•:•::: ,.... ...• „.........„..................................i.....:...................,....., . . : •• ,........ ••...........:.:••.......„.„ ::::....:::..„:„...:::: . : . : . ..: . .:„.....:::::::. ..E.:AssciaaOr:.AcCOu.n.tNurnber.,:.::::::-...,:,::.,...:i..i.:-.....,....•••:::::;::....::......:..::,.........i.i..2...;...•:........,:......::•.:::.::::::.:.........:.i.:..i..!:::.::.....,...::., TWO • -:'•:-.:•.'..":stits:...(2)'of the:felloWing:::::•.:.:,:: ::::.::::::....::::,:".."....::::::::!........:.::..........,..........,;.............:::::.:.....:::.:•;::.:•:•::::::;:.•:,ii.... ••••-•.• . :Specifications ..........:.:::.:::- :••-••.•• -......••••...,. . .......'...": ...:.:"•::::.:•..............'::..::.:. •::::.:•..:'.:•'...:•••:.........".::::,:::::::...".:....."...V......":::::.r.....::"..:::'.."!"......'.......,...„.....,: - --.........•....",.....-:-..........,..::::::::•:••••:.•••:-..":"..,....:.,::••••:•.:: . : . ......::::::::::::...........::::::::::::.:........„.....,,...,......„,........,........ . ...Stk Uct .... CalcUlatiOna"atarnpedbY:0...WashinglOri:Stata.licier.t.sadi ,::::::,....::•..... ..., ....: .....••e.riijineer................:.:-.,..-....p........"........:."...".yi...:::::-.....:...:::-...:;......:.....,::.:".....,.....:"."........,......„...J......::.,... . ,.........:,?.,:::,.................:....,..........................„.......„ .....:...... . • . • ..- „„........• ....„.....,.,.....,...........„...........„,.........:„.....„,..„.:•,,,....•„•:.:•:-.:••••••••,.:•,.. :::.:-..,..:.......,..,......................... Fl...Solle'ri)riOrt:iiariped by 4.WEi6166i06:::Siaiiii:Ifclinpiia engineer • • .... . . .. . :. .:::, :::::::•,...:::•...::••••••••.::::'.:::::::.:.•.:.:::::::::::: ....,•:,.:.;.:;,....:::::: . ::::::::::::::•:::::::::::::::::;::::.:::::.::..............::::::.::::::::::::-::::::,;:•::::;::::::::::::::::•:::::::::::;.:..: T9PabrEiphiCala6i.vey....,.::::i:- ":::::::'::-..:::::':....:<::::':::::'.:::::::::::::.":::*::;,:::.::::::i::::::::: . ..:, . .,.........;...:::::.‘....,.::::::::: ...:•,.::.•..••••••• .,..,.......„,....„ :,.....-:::•••:..::: . ...... .. ,.. . . . ' :::.,........,::::.,..„.....,....::::::::,...-:,.:::::::,-.,....,:::,......i.:::::::::::::::::::::::::,.:-..:.:::::::.::::.:,.:::,:::::•:..: 1------1Energy..Oculatioris:stampeqby.A.Nashln.gtopStsa;e1iCeRsed .....::::•"..':::•::::: ........ .. .............................„..............„....• ...::,.....,..•....,.........• . ... „ .. . . . ertgin°°f:or arcNit?Pt::'•'.:::::.:'.:::.i:::::;:yf:::::..:.::.;:.:,:.:::,..-::-•::::•':......,.......':..................'.........:',:..:::::':‘:'.:',:',.';':: 'Legal deacriPtien:::::::::.1..,........:y :-.• • ........,.,-...................-...,.....-:„.....,,- ....,..........., ., . . Working :drawings ';' stamped bya.Washington State liCenedl".:::::',.......::::::":•:.:.: . •architectiWhich include . :1...:. .... .: ..:,::•...::::.::"::::::....::::::::.::::::-:::::::::::::::::::::-.::::::-:::".......'::•::::'-'....:i..'..:- • .. • ••• •••••••• ••••••••••••• -: •••-•••-• r•••■••••■• . , ,.... : . . .. .. . • . . .....:•:::.............:::::.:::::-..:-.::-.:::::::•.::::::::::.:...............,........"...•„:::::::.:••••: .....:::::-. ::::.•••••.::',..".:::::.....„:::,..... •........!:Site.pan....:..,-„,....,:.:....,..:.:,...::,::: . .:::::-..i.,,.:•,i......::...............q.:::::::;::..:,:.:".::-......;:;,::::::...::::::::'...::::.:::...:, - '..,.....- •:..:::•:••Architectural:draWings.:..:,....."..::::::::::::::::::,:."..:',"....;":'..".::::::::"......::::::::::-':::::::::::::::::.....:.•:-.•;:::::"&::::::::"...:.:::::•'::::: : : I.:drawin s......::•:....:::.'........:',.....,.....:::::::::. . :: . --:::........:::• .........',..-....-::: - :-.":::::.• MeChaniCal.draraga.....::•,:,::.:,...?...„,..-.. ...-.:„•••• Elevations:.,,....„.......... :::':::::-''.:::••••CiYil..draWingS....*::::......:.i.......:::.:::...:.:..:„....,...:„.......:,..... .• : — ".:•:.......,.::.:::.: .... . . :. . .:...............:::::::•. ..''.•:::::...:.i."....•.Landscape,plan,....„..:.„.:::„•„:„. .,..........,......;„........... , ... . . .. ., C o. . n••p••le. te- d.utl..t.y...:pe: raft.i:PollC ation.:(Ofol.artire.projec:t) J pix:(§):§3ts of civil drawings:.:::.?„.::::::::::•:::::.„,„„::::::,..:::......:.:.....:........„..,. • • •:::•••:' •••• • RACK STORAGE • Completed building AsSessor•ACCOUM Number •... •• . Two (2) sets of plana,•-which.:inplitdoi:.".:7:,..• •• •: •:• •.: • : •••.: • commE0cpsk::7E4NTImpfloypAptot.:::g:,::„ Assessor Account Number ••• Site plan • . • )lettrig. and ;OrOeoee.0:barking.:.:::....,.... • • .• ............. .• ....... .......,........... .................... Tenant space plan with use af aach room labeiied .....,. . Exit doors egress patterns • . •.... Construction detatis Cross sectlons showing wail constructlon and method of attachment NOTE 1! any uVlity woyk rsfl 10 bo done subm,t Struc'tural calcuIaons stamped by a Washington State licensed a .01Yr 6 Compteted •• t° . . . . ...„ . ••• . ............................... . . building permit application n"(eno,fbr eadh:' tit -AsseSsOrAcCount,Number • •• . : . Narrative describing eXisting:.r.00f.„.'rnaterial being 'remiiVed, ari :;• NOTE::. be rti fi cilti ti lerorkreicit.iiiid prier to'finel InSkieCticin•Andsign.:•:. , ' • • , • . • • • • • • • • • • • • . • • . • • , Building flOorplan..shOwing: .:,."-..„.•;..... . .. . .:::,:•......:::....,:::•.••••::::........::::::......„.::..:-....,.......-:::: . ..,.......,.."...: •••••.,ANTENNA/SATELLITEDISHES.....::.....,....,..:i..........:.....,..,,.....).:::„,„;:..„.....:..:.......,:..,... .. .. • • - - •• • • ----.... .............. ....,... ...................:.„...... • :.....Entire space where racks will be .located.:....::: :,....:::::::".::::....",:-....:::. :::':...... 11 1 CoMpleteilbUilding..per:Mit•application.,:'!-.:;.::::::::::;•:.:::.:::::::::::::::,::......:::.:i':!:::::"......',.......::::".......:„..::::::::.: . • ...." • :...:::::........,.....:..•:::.;:„.•-:-.............., , • :. : . • Exit•doors...:".........-::::::.::.::..:::..:::.....• '.......::::.. • .. :.:: ........., '. ' . : ri •As6essor:AcObuRt.,,NUM0er„::::::::::':::::::..,:...:: .„,.,........... , :....• Dimensions.' of alfaisles.....,•••"....,...::::::..:::...-. ......:. 1 :, ....•••••-•,:.':::::::"''.........:' — . ....,.....: ......:•••••...............,-,......•.•••:,........„ . ... . . . ....• ....,....... .. ..• .:. .. .. . . ..... Li Tenant *space floor plan showing rack storage layout a ...... ...•:-.....,..,.....• . ............... , ......,.. ••• ••,... •.,.......,:•••-..:,...-.•••• ..:TWO:(2)'aets::OfplanshiCh incltr.e...:::::::"",..'.'".:".."::::::::::...:::::::::::"......:::." - ---.:"•:-.....-...:,.....'• . ... • ... .. Site • • • • , , % . • : ,, • • _ • •.••• •••::::•:•:••,•:.:•,::::.:•:,..::,....;•:••::::,:.........::::::::::.•;:•.:::::::••::..:•::•:;;1•:•••••.•:,..., NOTE: Includedimensions:al racks.(heig4:width andiength)alslos::.:,..:: • • • •.•• ••• ••••• ... •••. • •. • • ••..• • • ••• ., . . . .....: ., ,.:,.,.„.„..............:„....i::::,..:.•.......,: .,:..... . ,,,.. .•:,!7„ „•.„ „.. ...,:.•„:„. :........•••••,:•••::,••::::::... .. :i•:„ ...•.,:::::::.-::,:::::::::::,;;,.. ::.„:•;,' ...,..::. .:',.,.....:' ,... ii3::,...r.1741...,...:•.:7:-..t.:,::1 . i.7,.:.:.::. ..di..:.!h:...!..:::•,..::,''...' _ ........_ . and oxit ways on plan .:..' . : ..:' ' ... : :. • . .....:: . :: ::,...... . :,:::.'.:: ,..:.•::::-.::::::,:::'':•:.:'.:'.:::'..:,: Datallsaatennalta!allIto:.0sh ancl:.methociffaiteefret..,:....,........ .i....,..„....,...:. .................. •.•"• • ...•.• ,.• •.••• • • Structural calculations stamped by a Washington State.liCensed ..':"... .Structural ;calCUlitiOna stamped !cokie:WLIC6fr)gtar;.ttite:ilice4ed..:',..:',....-•:::1::;::.. engineer (rack storage: ir..anctover).::::.:::.., ..: ......:.• •:- -.. .. ,...::::.• . : - : •.-:- : engineer may be,,reiciulred.;:::...:';....:.:-:,.................',:ii.i.i.:::::.::::...:„::::.::::,::::!y.:,,.....::::.::::::...::::::::::.:.:•.::::...........:',„.....:. •• ••• • • • • • • ••••• • • ••• ••• .... • • • • ••••• •.. RESIDENTIAL - J••••■ • • • • . • • , • • „.. NEW SINGLE•FAMILY:•.DWELLINGS/ADDITIONS • „ • f--1 Completed building :permit 'aPplication (one for each Structute):::•••••••: Legal description) . . •••• • • . • • ••••• • •••• .• • ....-.•:•• ": •••••:-.':-• • ••••• ••••••••-•:: .• ri Assessor Account Number Li•-• • . . . • . .• • ..„ Two sets (2):ofWOrking drawings which • Site. plan hydrant IocaiJon •• • Foundation plan • • • Floor plan : and lengabOt . • •• Roof plan • • Building elevations (alt views) Building cross section ptructural .Iraming plans Washington State.EnergY. Code:data Completed utility porMit application SiX (6) sets of site plans showing utilities . • . NOTE: • Building site plan and utility site plan May be combined. Soo ...• utility permit application and checklist for spoclfic submittalreqairements. Additional topographical and soils information .may be required it unique • • silo conditions.. • • RESIDENTIAL .REMODELS.:,......:: „ . Completed building permit application (one for each structure) As sea sOr ''ACCoun . . . . 1:... . Two (2) sets of working drawipgs, which fnclude Site plan Foundation plan Ftoor plan Roofpian • Building elevabons (alt views) • Building cross seoVon Structural framing ptans • , . . , andPlanstittist be. . .• •••:.• Completed building.perMit doplicatiOn:.(onp.foi...eqch structure) • : Assessor Account Number • , 1.Narratiye describing existing roof, material being removed; and : • material being . NOTE A certification letter is required prior to final inspection and sign RECEIVED OCT 2 91993 COMMUNITY DEVELOPMENT 1 H seita zoevez' t-art Four: loar148,7/37 CC& draUS464415800 TEL N ci D'3&', Sep 17,93 11:11 No.005 P.02 •■••■■•••••••■•■• DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT PERSON NAMED HEREON IS REGISTERED AS PROVIDED SY LAW AS A COJIST CON• GENeF ,........... .. . ... ' . 110:1.7tRATICV HUMOR • :, . . : ''. ' ' ItIVIAAIXil tis4' , • . ' .. 01 . ' • " ,10'. F 0:4 H A CI. 5 8 04 ....F ...0 1 l'Zle,!•?!■41- ' : • '''' '''''.: ..;..si‘,.. FE, e;71:41f:7D mg :.69.7zd,4;c1i P0 .80X..'3767:yi ' BELLEVUE.':,"Iii--1 • WA . :• .; •• REGISTERED AS PROVIDED 8Y.1444W AS A ST. C.Ockiv;!.::tE.441"•AL , • „ • I :••••• • 98 (- 0. • • ' 4+4 ." .:11P1 b."I' 'No t'45-50CliATES:."C6•:. INC A., LL. ' • U A 9400g SKINATUR issue) BY DEPARTM State of Washington County of King OF LABOR AND1 DUMB I certify that this is a true and correct copy of a doc Foushde and Associates as of this date. Dated: STATE OF WASHINGTON h co P625442-000 (342) 1 1 F42545244 13-021 1. • • sion of Not:ryPubllo in end Washington My appointment expires; or the state .'t effrey •.00,Zushee, Pres! ent EE 4 di■v ,cos‘"4,4 004e1LLY:logn 34.4 44,1 3 Plia.W. ,t% 4d ***k*k *k*klrkk•h•ktk*•ho4•h:4 ** * * ***** *** *k*•k•k•kk*k• *k*kk k*k***h* *k** ;ITY.OF TUKWILA, WA TRANSMIT 4 * ** k* * *** * *** * * * * *** **•k* ** **** ** k* k* *•k**** *• kit' * * *•k* * * * * ***.*** * *•* TRANSMIT Number: 93001165 Amount: 2,503.43 08/24/93 15:37 Permit No: 1393 -0328 Type: B -BUILD BUILDING PERMIT Parcel No: 352304-9061 08/25/93 Site Address: 17900 SOUTHCENTER PY Payment Method: CHECK Notation: PACIFIC NORTFIWES Init: SLB k** k************•******************* *• * *kk * * ** * * * * * *k **** * * * * * *•h ** Account Code 000/322.100 000/345.830 000/386.904 • Description BUILDING - NONRES PLAN CHECK - NONRES • STATE BUILDING SURCHARGE Total (This Payment) : Total Fees: Total All Payments: Balance: 2.503.43 2,503.43 .00 Paid 1,514.50 984.43 4.50 2,503.43 GENERA 1514.50 GENERA 984.43 GENE }A .4.50 • TOTAL 2503.43 CHECK 2503.43 , CHANGE. 0.00 3756(1000 .15:39 I CITY OF TUKWILA Address: 17900 SOUTHCENTER PY Permit No: B93-0328 Tenant: BURLINGTON COAT FACTORY Status: ISSUED Type: B-BUILD Applied: 08/24/1993 Parcel #: 352304-9061 Issued: 09/22/1993 *************************************************************************** Permit Conditions: 1. No changes will be made-t6-%tffie,:plehs ,uhless,,epproved by the Architect and the Ty,KWOe-4Uflding Division.,:,:,, 2. Plumbing permit sheIYEe 0b.tkined through the--,Si:ettle-King County Departrnefttof eublic',1-lealthAlumbing wilT;be inspected by4t11f. 8,901c:St,4*idd,ing all gO/Fli,ping,, (296-4722). 3. Electricakperm&t shall bp,obteined hrough the ,Washinh State Dt0Aelopfo'FAiboraild Ind0tries and all electrical work wi41 'be4.ThspeCteeby that agency (248-6630).'. 4. All meOenical work shall be under separate permit-thr,oughX,) the City oI Tukwila. NOTE: NEW RETAIL AREA SHALL BE PROVIDED WITH A MECHANICALLY OPERATED VENTILATION'SySTEM'PER; UBC SEC. 705:H(b),'AND SUCH SYSTEM SHALL SUPPLY MINIMUM*DUT- DOOliOAIROU4TDTIES SPECIFIED IN TABLE 3-4 OF THE WASHINGTON STATEIVENTILATiON ANVINDOORIAIR QUALITY CODE. DESIGN SOB- MITttEp BY THE DESIGN /BUILD CON:TRACTOR OHALLCLEARLYDEM- ONSTRATE THIS .PRIOR TO\MECMOICAL'PERMU APPROVAL. 5. Al‘Ormttsf, inipec,tfori:reco1*, OckeiiproVe;d plans shall be , . , matmeainWaveileble ai,00' job slteAwfOr to the start'of- ,i ., , ° { • `Ii ' , ' , , ii•,); anywOonevrmcti,on.-1„Tnese documehtv,ere-tb'e maintained avable,ultil f i he 1LAAelpeti on„\aRprpv,a1(1,9 ranted ;:: 6. Partlidnwall'S, attached to ceillnbgrile.mustbe laterally,„/ braced. if“ over Vght (8) feet in 1106§th.,,, ) 4 7. Any e? Opseq i'psuiations back ing dete'rfelt shal:have, a4fleM'e Spreek0AaOhg° of '45 or less, and /00eriA shall bear idemti ;./ f icattcMshowing th,p fire perforMence , rating thereof. , i ." ‘ k pii, iti-'4 8. All construction to 1)e done in coOformanqewltn approved plans ahOequtkeTente,of the Uniform Building Cqdi0199*/ Edition) 'as emekt(esi by the Washington Sete'BuildiligCg4,eji Uniform MeOfehicaOtode (199i'EdltioriWand Washlncltonete .4 T9 1 Energy Code\t ‘;9. Second Edition). _ .,', • '7',. •,*t' 4-it-v,t 9. Validity of 0460,t. The issmeficepoVieepermit or e007.15val of plans, specificekl"iimand cOOtptiWthall noti'-pOcon- strued to be a perMWfort or an gpeproVal,oW0kviolation of any of the provisibrihjszot other ordinance of the Jurisdictren4wril5resuming to give authority or violate or cancel the provisions of this code shall be valid. City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #B93 -0328 (512) C John W. Rants, Mayor September 14, 1993 Re: Burlington Coats - 17900 Southcenter Parkway, Suite #250 Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 3303(d)) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 12.106(c)) Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its presence would obstruct or render the exit hazardous. (UFC 12.104(a)) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 12.106- 12.111) Internally illuminated exit signs shall have both � ■ City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor Page number 2 bulbs working at all times. (UBC 3314(c)) When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 3314(A)) Aisles leading to required exits shall be provided from all portions of buildings. The width and spacing of aisles shall be maintained at all times. (UFC 12.104(b)) Exits shall be illuminated any time the building is occupied with light having an intensity of not less than 1 foot candle at floor level. Fixtures required for exit illumination shall be supplied from separate sources of power for Group I, Divisions 1.1 and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more. (UBC 3313 (a)(b)) When exit signs are required by The Building Code (see U.B.C. section 3314(A)), additional approved low level exit signs which are internally or externally illuminted, or self - luminous, shall be provided in all interior exit corridors serving guest rooms of hotels in Group R, Division 1 occupancies. The bottom of the sign shall not be less than 6 inches or more than 8 inches above the floor level. For exit doors, the sign shall be on the door or adjacent to the door with the closest edge of the sign within 4 inches of the door frame. (UFC 12.111(e)) The power supply for the exit pathway illumination shall normally be provided by the premise's wiring system. In the event of its failure, illumination shall be automatically provided from an emergency system. Emergency system shall be supplied from storage batteries or an on -site generator set and the system shall be installed in accordance with the requiremenLs of Lhe ElecLrical Code. (LJBC 3313(u)) City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number John W. Rants, Mayor 2. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1646) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1646) 3. All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1646) (UFC 10.503) Call the Tukwila Fire Department at 575 -4404 for approval of any system shut down. Have job site address, name and the Tukwila Fire Department Job Number available to confirm shut down approval, (City Ordinance #1646) 4. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 5. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive. requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.601) City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 John W, Rants, Mayor Page number 4 Walls of corridors serving an occupant load of 30 or more shall be of not less than one -hour fire resistive construction and the ceilings shall not be less than that required for a one -hour fire resistive floor or roof system. (UBC 3305(g)) Fire doors, fire windows and fire dampers shall have a label or other identification showing the fire protection rating. Such label shall be approved and shall be permanently affixed. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd City O, f Tukw!lc2 Fire Department John W. Rants, Mayor TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Thomas P. Keefe, Fire Chief Permit No. e9.-.03z.8 Retain current inspection schedule XNeeds shift inspection •1 • Approved without correction notice Approved with correction notice issued 1 Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: _ Pre -Fire: 4. Permits: 10( Agt-$.147 Authorized Signature FINALAPP.FRM Dater i T.F.D. Form E. P. 85 Headquarters Station: 444 Andover Park East • Tukwila, .Washingto, 98188 • Phone (206) 5754404 • Fax; (206) 57..4439 INSPECTION RECORD ( Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431-3670 m677.,) Type of Inspectio (.....) j Q Address: (770d , C. eel Date Called: Special Instructions: Date Wanted: ,—..., am, Requester: Phone No,: Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: ,-- c,iro 17100 ?1/4.4,1 #2.77 Inspector: Date: C.{ 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Kelp ,: e: INSPECTION RECORD 0 ,CS�3 Retain a copy with permit sc7`io O. at •. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project: /2 / �, �� Type of Inspection: 7 kl A f-PC1 - IS C -iJ /Lz LV €D "t 'Jo #J Gam m N N1 cijerio nJ Address :�� Date Called: r p R.- -0- vnciST— / kill r»G12/AT I-xl , Spada nstru ions; Date Wanted: // t am. p.m. Requester: Phone No.: Cl Approved ped,applicable codes. Corrections required prior to approval. COMMENTS: C-O az-c�-t nj f2 -"'1°0 .- OA—WV I /aittf4 pA% f-PC1 - IS C -iJ /Lz LV €D "t 'Jo #J Gam m N N1 cijerio nJ p.t 1 IQ t)J /t..4c- ''G- -1 K=9 Fltc11%.. 1-'14k aIAI Mc'�rt__.. ( L N F G A R 00 / At r f 1 W co - -4 aoa . a 6t_.`m • Czrn to L J • "z0� p R.- -0- vnciST— / kill r»G12/AT I-xl , f',:I pir,Ej ±''>��15 t 1.S Q %1 5 F NA L. ,NSPri-T1.1)A) ' P&L ft4 ( 3 ' # t14-;,.:---A- 3-6 ttc-1 t,‘ se,...-t-Thr) $30.00 REINSPECTION FEE REQUIRED. Prior to relnspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. .... r7 o.l :4v ..4.11 .r .: ri. i.i... N 1 SPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 •r.: lNV 1K %G, QCt�' meo nspect \ 3A '6 %`iC 1-7,(2‘,A- i/ e," - /74,-(P Address: 1 �1 c00 56 � .i, -T, ! 11,1)-7 /A7-2c . z� Date Called: Special Instructions: `le, 1 %te ,i e;Q � _, -rte, '� � (...., / G(/ . Date Wanted: 1 zi' 961_, r �,t"" p.m. Requester 72 i 1 ` 4-24 , - a �` Phone No.: 4 tD , / OCy o Approved per applicable codes. 'Corrections required prior to approval. ';COMMENTS: i /,� " ' " , '- (f) 1 ' 1 -. f 93 lia Gv4 y pi ipfrt? , /A0 6e/rrL- 5/': c..Q '6 %`iC 1-7,(2‘,A- i/ e," - /74,-(P ' -T, ! 11,1)-7 /A7-2c . z� `le, 1 %te ,i e;Q � _, -rte, '� � (...., / G(/ . 4-24 , - a �` • O $30.00 REINSPECTION FEE REQUIRED. Prior to relnspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. 0 INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188, P2-� mrr too. 6) 431 -3670 ❑ Approved per applicable codes; r. Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Ype o, ns n: pi -k I ll) 4iit CMb4/- / a called: / ,; / Special lnstructlons: �t :ti �t i' (; OD q i y ) f l�l -�i� .on6No.: Date Wanted: j tlequester: 5! 3$11 ei f . 1 - 7 — 4 7 5 7 ) ❑ Approved per applicable codes; r. Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. 0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Eft 3 p 52-SL PERllirr N0, 06) 431 -3670 Project: �U /L t,, n1 % ,. A 1 Type of Inspection: r C41 rrt-p c-r 7 r-t n-c' A N,a (Wei (i 1ll,i- -o K.- A .�-t 7V-" G A-'' QO . eel 1 .wan 0,..1 0*-- i1M' A rJ / nf.SP orJ i -o- ws5T-. 6 4. A rO S ,10 Tr cep Swell-m.- PAW r5 t n s w r i to $f Cr NAC / rr-oICE G dick' r .0terL8 "RO- Special Instructions: Date Wanted: Z am. p.m, Requester: A t ,.>n,..- f 1-4 SP izc.4-ust, wt LA, 'yC cn- (.uc-)a Pone No.: 0 Approved per applicable codes. O Corrections required prior to approval. COMMENTS: 'TUG- ' -NA J NA-ti "' f'uIA- ca ccA,t Pierg 714E- 7. = - /44 -00S W 1 TW 0tAx" tai tLc"' oh-- L 1x0G . A ePxtsvAc --. r C41 rrt-p c-r 7 r-t n-c' A N,a (Wei (i 1ll,i- -o K.- A .�-t 7V-" Vs SIT 4 naJ i m ►n is1- G/s-d A ►+A9 j 41 /Ct- -t rJ f TO ij ] r _a 6i a -T-k- / J1 / . —ME-- 'Wm ' . eel 1 .wan 0,..1 0*-- i1M' A rJ / nf.SP orJ i -o- ws5T-. 6 4. A rO S ,10 Tr cep Swell-m.- PAW r5 t n s w r i to $f Cr NAC / rr-oICE G dick' r .0terL8 "RO- -rt•411•)G / "Pi, c- l 6'/4. 6-- st-t "f.Ugiic -/-- 1,41-04 Lc NIC,44WJ ni Czo 04 Tta,A, ( (I 006 ,,-3 64- 0.c.rc.�pp Ve 7►,1. + —V14- S C•- eca..e—rc.._ G.11114 'i • cit-o kJ t"YO it.. j' ?M A t ,.>n,..- f 1-4 SP izc.4-ust, wt LA, 'yC cn- (.uc-)a _d (-.- ago nl [Inspector: c (..t..__` Date: 1_/ C 19. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Fr-weci Dale: 0 0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 '9EArr (206) 431 -3670 ro /' / Type of Inspection: Address: (/ Date Called: i J Special Instructions: Date Wanted: /e2-7_e-4 3 am. p.m. Requester: Phone No,: CJ/_y t_ Approved per applicable codes. ❑ Corrections required prior to approval. nspector: lamagtommemiarmmum ~IF ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100: Call to schedule reinspection: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 /V3 v3 zg Project: %� /r j,.../ �� � �� type of Inspection: �."'� -��� Addresv: Date Called: Special Instructions :. J Date .269-93 am. �m. Requester: Phone No.: Approved per applicable codes. ❑ Corrections required prior to approval. Inspector: Date: $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMFT NO, (206) 431-3670 roject ot LI --3bY) -y ype o nspectIon: .,--ficez In CnC Address: 1-700 e Date Called: ( ci _ ci 5 Special Instructns: Date Wanted: 10 -; 0 . 9 .. .m. Requester ( 1 Phone No.: 5771. —, 10)._ Approved per applicable codes, 0 Corrections required prior to approval. COMMENTS: 624 ka.44-640/ 1,4t.04.e 0 $30,00 REINSPECTI' N FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 ro : UhQ.t a " n �-' 0"N.:_. (�}� .f f d t!• J Type of Insp�dion: �� i Ad Called: ,� Special Instruct ions: Date Wanted: /D_ rte_.. --3 amyp.m, Requester. Man, Phone No.: 7 I`" (4r Approved per applicable codes. O Corrections required prior to approval.. COMMENTS: ra 1 uLd L (- 41 -z-/'Z /7 v .. 1p 4 ,5 sip %%..//� j , -,•� 13 i /y nspect ■ $30.00 REINSPECTION EE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. 6 i. Ft INSPECTION RECORD Retairkg copy with permit CITY OF TUKWILA BUILDING 'DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 • r R'/!Rr■r��� �rc ' y, la YPe o nspeet n :r /C ♦ • ,. •.r. �: i a .:•; Q • : • . nstruct ons: Date anted: b o' 3 • m. Requester: p 1 Phone •.: Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: okc i_., hlf,-ro tJ Sr-6 Sr-6 fr..."-sr"--)e- 14 ►.iT— -c11� ;4 S . (inspector: LLiz 76 (3 93 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to relnspection, fee 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection, INSPEdTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431- 670 y ojed: i,l. • .. awl. ISII _4 / / hGA Type of Ins t.: --..yy n: f TJ L, .! . ,, ' . t: 1: `10•71036: •:•1 nstruct ons: Date "anted: (' -' / r-� dP' ' Requester: n / /�j ` 1 Pane No.: �-,(� j %�.-. '3l /1 L Approved per applicable codes. COMMENTS: ' t) e2'A vh- \ ❑ Corrections required prior to approval. APP(4 (4%4,-0 (t)(L w it..S A (LA to410 Ft- erAt- dfG -70)r t -a_ s 14 ~w t w r. R►-a ) aq,�- n t k' f cc,.. 4- iv fa-INN" d A N ! f1 rJ A .3 • i � C sa w ij l t= t� ` N,11 TW f {LC K "tsc"'T Y5 e r'L A P Pn.nyrn, -1.. • Date. c':... /0 -13 - 9� ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Soothcenter givd., #1 QQ, Tukwila, WA 98188 PERMIT Ni0. (206) 431 -3670 Proeat: T ot Ins. : �t� : / �;i it Address, 1 �-�t jl D ,l i'l ��t �De �e Called: �3 Special Instructions: Wanted: //�� ,-� �V " ��� am p.m. Requester. �'' Phone No.: .s.1 5_, eri Approved per applicable codes. ❑ Corrections required prior to. approval. COMMENTS: Prrle2.. 1 u kr. jokj Ar\ L S --- 'rik Or t A/A;t.:.lS C r, rl. OS GI A +.i f) ..t.?: CT. IInspect ❑ $30.00 REINSPECTION FEE REQUIRED.: Prior to reinspection, fee must be paid at 6300 Southcenter. Blvd., Suite 100. Call to schedule reinspection. fieceipt No.: Dade: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd ' 1 #100, Tukwila, WA 98188 (206) 431 -3070 ro ttit i ,► 111M�1wr �N.. l► ei►tarrrw�' ype o nsped n, r-y yrL. nu,ri 0 'ress: ► au it V1 1!n,, e .:t; /0 r-. 13 Sp: - .1 nsttuct ons: n Date ant :.: 0 f/1 t/ / G� am. Requester. �1 f! Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: • 1 D F.4.-As"►• n 1 1%1 - --AAW\ Lt :J. 7 ro 2- ' uraa" 114 F-s r —t... t*.. A .10 3 , — A-410A I A 2.t, t,•. I‘J lz, $11. , £_.$ C AL.A.T O R_ c' Pt--iJ► • (t-AC.t r3 1S t�►�•NIV er, vn.' . So V% w t - • , - p Ito w- . ' E -r-- WM L... E- S \iz-AC t3C ce p-- c66C` cie,l,b i) \-t • AC •l: ?.Y .:114 WA-1..t— t 'i'" ' Eg+A►f:0 . Inspector: Date: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. LieceptIsT: Date: 4... r..a ,t..c- .�'.C.A..:LA._.fk2,.. tn_.srva.L.4Pari. .Ail .3:.....r.�RFww�n, .Ju ... .: _ .._ _ INSPECTION RECORD Retain a copy with permit CITY, OF TUKWILA BUILDING ,DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -8670 P& —` T pe of Inspection: Sp: • - Instruct ons: 2 tt..- Date anted: 10-- 1—T34"yn,. Requester: c 1 Phone No : a ' 2 Bik.Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: r ■ u 4. L6 . ' :r l • ' --. rcla / 1 S-16"..'L . "Na O 1 L. s c... L.. N I t0 • 14, 2_ Al ' !L • e-- • rt. 1 oh - -n•. 4, ...ID L:1 f . ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection; tee must be paid at 6300 Southcenter Blvd., Suite 100 CaII to schedule reinspection. Recept No.: Date: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 6ci 3 - 0,39 S (206) 431-3670 .r■297,t€:17,,Lt4 (1-n) Fii g 0 --YPe 0 nsPeen' i-d-f'-fr,,.\ Date Called: io _ / A a7 MO , - p 0 Special Instructions: 7 • Date Wanted: /Q -- 4 - 1.9 p.m, Requester: /34 LL. Phone No.: 7/5 ---7 ,,,5a 7 ?--- ._ Approved per applicable codes. COMMENTS: ' r ■ed 4-4.— CI L1/47— . Inspector: C Corrections required prior to approval. L r 1\3 1 b "In3 • e Dale: / o $30.00 REINSPECTION FEE REQUIRED, Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspectIon. recerpt No.: ()Be: SP i0 10. `II 43ECTION RECORDO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 eq3 - 03a8. PERMIT (206) 43'f -3670 • • �1. I . v. I�rr ►1f I , //1 ype o: spedw /. / i .W1 k ifaifi Special nstructlons: Date Wanted: •-• 9 dr..m. Requester: a / / 7 �. Phone No.: 675_36, IM, Approved per applicable codes. COMMENTS; ' ❑ Corrections required prior to approval. -Toe , .... 0F. c..A 0-0A s7 d,rt....- A-- ,JGI rC' Fil-klvv. 13 TO 11 rQ ,.nv F tt R - -rid t , 1 Q) 13 ,. nspector; ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to'reinspection, fee must be paid at 6300 Southcenter BIvd., Suite 100; Call to schedule reinspection. I'f S ECTiON RECORD() Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT N0. (206) 431 '3670 oiled: j. 6v) � r�r Type of Inspection: 6441114 dd s� " I ' 0 fir. -fir Py Date Called; 61- 3 .-. Sped al Instructions: / Date Wanted -36)--c75 am. .m. Requester: 61 11 Phone No,: ! 51L7 [Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: 7 S. „m I l=NF 1'C" 13 - A-w, IOC/ "TO A -Nr r S-i t h1 C> c, O i'T ►JS MA' A a /,ea &12 — 6 — u N 1 4 7 – SPA c a c T rum ce a.Yv - ` HA& -r14- S A tw, c-r- , S" rtYP 1.. t S tSSuLD. Inspector; ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be . paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. [late: L.) INSPECTION RECORD \ r --1' Retain a copy with permit CITY OF • TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT Ny (206) 431-3670 Ptp/titie,34• vic cud_ Fi °fart., Type of Inswpion: frTe- 0 .640 5 h' ad. ii 04) AeZaleo tae.e4,‘,/ fr Date Called: 9- 9/I_ -q_3 , nstructions: 8:3u 4';'4'` e -g— ,kh.=si--. to TA,4,„,,,,irt.... Date Wanted: --* P--7 — ELM. p.m. Requester so , t 9 2( Approved per applicable codes. COMMENTS; 0 Corrections required prior to approval. 1.) I S CAA...S.Se3c7 LtalAt-i kOttlt t•ISTNCAA Crtr)fQ •OVC C.ifl 0....Fniv. Inspector: : 2,1 o $30 00 REINSPECTION FEE REQUIRED:, Prior to reinspection; fee must be paid at 6300 Southcenter Blvd; Suite 100. Call to schedule reinspection. • 11O- BOSS & MAYES TESTING ENGINEERS, INC. December 1, 1993 City of Tukwila Building Division 6200 Southcenter Boulevard Tukwila, WA 98188 Attn: Mr. Gary Schenk Re: Burlington Coat Factory 17900 Southcenter Parkway Tukwila, WA Our Project # 22693 Gentlemen, Permit" • 'B93 =0328 This is to inform you that registered special inspections have been completed for this project as per our reports, copies of which have been sent you. All work inspected was either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes. Special inspection was provided for: Structural Steel Welding Anchor Bolts We trust that this provides you with the information which you require. Should you have any questions give us a call. Sincerely, BOSS & MAYES TESTING ENGINEERS Michael S"._- Holder General Manager MSD :Imm cc: Bill Shreve - Foushee & Associates RECEIVE[) DEC 2 COMMUNITY DEVELOPMENT 917 -1 34th St, S.W., Suite A -1 • Everett, WA 98204 • (206) 742 -9360 •. FAX (206) 745 -1737 CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION SUBMITTAL DATE )0 -/I PROJECT NAME V . i J/UG7 Wu )C..PA S U ri ADDRESS /7%00 _540v4zkoivr t i�6v7 CONTACT PERSON T ' ✓f 62-OGV VL_. PHONE (206, 7 7 - 475 R ENGINEER (_ /-FU /So•v Art-70:J Jr Vt51-/ 11�' PLAN CHECK /PERMIT NUMBER - T "�"3 4 k4JCt Q� a t TYPE OF REVISION: A 1..TI15 ■-) OF b e `t W) E- e Tl T1 ohs SHEET NUMBER(S) /� z,1 "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: 61&, RECEIVED CITY OF TUKWILA OCT 1 9 1993 PERMIT CENTER CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION SUBMITTAL * * DATE T'` / 7 PROJECT NAME ` ?J .L, ,J6T °/'' 64-7 ADDRESS / 7/06 ¶ Meg/UTrit /194/fr.4,1947 CONTACT PERSON 57E tl � PHONE 6.0 ARCHITECT OR ENGINEER GG /6g) arIU Pitt le RECEIVED CITY OF TUKWILA SEP 1 7 1993 PERMIT CENTER 76Z -4750 PLAN CHECK/PERMIT NUMBER /' q — 03 Z..? TYPE OF REVISION: _ _____ ___ SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMIT I ED TO: 1 V OE OF WEST C l . 'RESO.up VIs. 4Raiiireis 1oTCEg OF %SWIMS . COM e. efEWES asa gam. emir FFMR. < . ' - G(. so OFF (44104.0 ?AI R. September 3, 1993 Mr. Robert Benedicto Senior Plans Examiner City of Tukwila 6300 Southcenter Blvd. Tukwila, WA 98188 Re: Burlington Coat Expansion B93 -0328 Dear Bob: Please refer to your letter to Sylvia Otani at Trammel Crow Company. I wish to address the two comments in your letter. 1. Comment #1: 15'± Wide Corridor We propose this corridor will comply with UBC Section 3305, and does not have to be one -hour rated, based on the occupant load exiting into the corridor to be less than 30. See UBC Section 3305 paragraph (g). Attached is a partial egress plan. This plan illustrates new 20- minute doors located west of the existing mall office. The three retail tenants at the bottom of the plan can discharge into one -hour rated corridors at the rear of their spaces. The majority of occupants in the existing Nordstrom's store can discharge to the first floor via Stair #4. Occupants from the two office spaces can discharge to the new one -hour rated corridor at the rear of their spaces. Therefore, the remaining 17 occupants from the video store and 12 occupants from Nordstrom (total 29) will be discharging into the 15' wide corridor. All of Burlington's occupants will be discharging to stairs and other one -hour corridors. 2 Comment #2: Grease Exhaust from the New Location of Food Kiosks A one -hour rated shaft is shown on Drawing A2.2 between grids 7 through 10 and E through F. The shaft will penetrate the second floor and be routed up through the roof. The shaft will be constructed of "shaftwall" construction specified in Section 09262. Please recall, we discussed your comments and the proposed solutions by telephone on September 2,1993. Our drawings will be revised as described above, and resubmitted to you. If you have any questions, or if I can assist your review further, please do not hesitate to call me. Sincerely, e Cal on Part ip, U4, C. Cochran, AIA, CSI, CCS : Trammel Crow: Sylvia Otani, Steve Crocker Callison: Bob Tindall, File Itr- betsedict o/ jx/ s3 Architecture Programming Planning Interior Design Graphics 1420 Fifth Avenue Suite 2400 Seattle, Washington 98101.2343 (206)823.4648 FAX (208) 6234625 RECEIVED SEP 7 1993 COMMUNITY DEVELOPMENT )FWORK ( IIAI11II=1 IIIIII I .. mats n. EX! IA6t . c'T' �sfAIR S' pAGt 41:4 eXrt )� *WIDE PAGttt 400 i �ki - fZeMOVEV -- 1 t VC%IN tT 4. D 1 I J�j_, illlli�i NeW URRtp R O Fief 1 1 4 4 1 • 01 hEa hN . A 2 1 A 1 _ ext111144 6xrt 4rAte4•(o _. 61--o'' co for LAPAGcr' 2,40 11I 111 s • tR "4 A . I✓ tT ION OFF I !.E • • • • N oT 09/03/93 14:15 FAX 206 623 4625 September 3,1993 Mr, Robert Benedicto Senior Plans Examiner City of Tukwila 6300 Southcenter Blvd. Tukwila, WA 98188 Call son 4-04 TttK PUB WORKS lJ 00i Re: Burlington Coat Expansion B93 -0328 Dear Bob: Please refer tv your letter to Sylvia Otani at Trammel Crow Corctpany. I wish to address the two comments in your letter. 1 Comment#1: 15'jWide Corridor We propose this corridor will comply with UBC Section 3305, and does not have to be one -lour rated, based on the occupant load exiting into the corridor to be less than 30. See LTBC Section 3305 paragraph (g). Attached is a partial egress plan. This plan illustrates new 20- minute doors located west of the existing mall office. The three retail tenants at the bottom of the plan can discharge into one -hour rated conidors at the rear of their spaces. The majority of occupants in the existing Nordstrom's store can discharge to the first floor via Stair #4. Occupants from the two office spaces can. discharge to the new one -hour rated corridor at the rear of their spaces. Therefore, the remaining 17 occupants from the video store and 12 occupants from Nordstrom (total 29) will be discharging into the 15' wide corridor. All of Burlington's occupants will be discharging to stairs and other one-hour corridors. 2. Comment #2: Grease Exhaust from the New Location of food Masks A one -lour rated shaft Is shown on Drawing A2.2 between grids 7 through 10 and E through F. The shaft will penetrate the second floor and be muted up through the roof. The shaft will be constructed of "shaftwall." construction specified in Section 09262. Please recall, we discussed your comments and the proposed solutions by telephone on September 2,1993. Our drawings will be revised as described above, and resubmitted to you. If you have any questions, or if I can assist your review further, please do not hesitate to call ine. Sincerely, e cal nPa C. Cochran, AIA, CSI, CC5 Trammel Crow: Sylvia Otani, Steve Crocker Coulson: Bob Tindall, File aprrt Architecture Programming Planning Interior Design Graphics 1121 Ffth Avenue Suite 203 Seattle, Washington WW1.2343 (m6) coo -4646 FAX (215) 6?3.4625 RECEIVED SEP 3 1993 COMMUNITY DEVELOPMENT 09/02/93 09:31 FAX 206 623 4625 Facsimile To: Mr. Bob Benedicto Senior Plans Examiner City of Tukwila 6300 9outhaenier Blvd. Tukwila, WA 98188 Re: Second Floor Promenade Sent via: Fax Callison 444 TLTK PUB WORKS RECEIVED SEP 2 1993 COMMUNITY gaM Date: SepQl2gENT Project No: 93154.00 Project Pavilion Mall Phone No: Fax No: (206) 431 -3665 No. of Pages Including Cover Sheet: 2001 Dear Bob: Attached is a partial egress plan showing the total occupant load discharged into the "corridor" to be 29 persons. The three retail tenants at the bottom of the plan (currently vacant) will discharge to the back corridors. I propose a door lineup at the top of the plan located to require the mall office to discharge into the mdsting corridor leading to Stair 5. This would separate the corridors from the "promenade." Please call me to discuss this at (206) 623 -4646. AmMtultam Plivralea Planing la da' Oasiga Sty- 1it1 Fi tk Awsua • Sala 2411 SINS% Washington , same tail FAX{ Ot$4129 09,02%93 09:32 FAX 206 623 4625 CallisOn iiiiikAirk 444 TUK PUB WORKS Z002 RECEAVEJ xtm NIA exrt - aiPAGtr -f ioro CITY ( F TUKKW[LA Department of Community Development FAX NUMBER: (206) 431 -3665 ITTAL TO: ‘-- DATE: .51 R13 G° CIS HU/ t 4 04 4∎14 t TITLE : ..-�t cN-1-r T' • FROM: . 015 laENEDICTO COMPANY: 24 1 sus C4oci) .� O , . TITLE: .PL A045 EXAtAtts4ER. DEPARTMENT: DEPARTMENT: 5Lilu t %v15tOt4 Ah<r\/.V w.r\w.w. KtiK• wii: i• ri•} riH.\. v. r./.t< 4::: ii« V. Vmwnwnvni• mi• w' �< isti< JYri («iv }n4:<H4 }n«i<•iri<:iiK4wti�<�v iii""' w: YiiriGN': ii4; 4: 4: h<:< ii< 4w4nv'!. i< tiriiiiiiL4G< tivini< ii« i�wiiw:< jti< �4i< v`: j<• i}: nv:< iN< L:: r< �Lrii« iJw•t �ri< viw <�ti «i«H4:,f:<<�iVh"+'3'�>wwwi•� FAX NO, CALLED: NUMBER OF PAGES TRANSMITTh D, INCL. e. �� . Q �� THIS COVER SHEET: I 4. jw.\!/.l vn•!// f.\ hw//+:...\•. 4rnY lIJY:.v+'r'iXv,`V.v.W.YM1•M1Vrv� •: x:: ir::::..<'+/l::: i:+ nvnY: r/: xM1•:/:. Vi:+l+. Y:.\':+.<'::.\ rw.:.% M1Y.\•. wi:• Y.<' M\ Ym• nv.•. Y}::}:. v7.< P+:/ I:: i::.• M1( Y:• Yi/ rl::}: i/} ri' fil: i.: it{•}}}:}% ii{<'!} isis4: i}':: 4:< i'} n•} ril i4: 4i:'} :A'X4.«<:w:ii•:<• }i<i<YA:v�i: -1 SENT BY (INITIALS): SUBJECT: .1"1Zel...4 14 CTON COATS -r g>TAN5IO COMMENTS/MESSAGE: • 1,A=4J c4Revtit) WiS -0328 • ': YI} Y:': Y/: H.V.Y+:.h<' /:\Svi r•ev. ,VII}:' }:N':4:Y1:.'}: /i }Y::Ye J}ill:•«4 }fN:V:A +i }:.4 }r."7. ' }::•• • %:'i JiV:Y: }::j «': ` }' %7 }'i4" f M1' l+.: I.\,.:. Yi.\. 11h•\<': 4!"{<<\ ii<' ij' n«' i:: iA': C: j' Y}! C:: «i4:4•: }:':::5< \//\ji«':V' IF THIS COMMUNICATION IS NOT CLEARLY RECEIVED, PLEASE CALL: 4414 1414- 1414 1414 gsfy 4%ri }/:4.r$i'JJ.sv/. \:S A J //' % /:1f[t}l %4 n5.A..»» %nVJ•V//•4 /:.4 4 +i.4.44V n's iNn' I.%•} YHnih :4'/r: /r:iIMY /+sV/gYS4:'4hI. y<l«':4:1/i, 44.4:i4:M.w. / ii'.4?.<i- !UfJ• \1YT\v.'.+%1.«v �.w.4M'• %,'H .4q ..4 n'nv4 /n%nw•YwLr��ii+<%+jsKiti'wr)1 DEPARMIENT OF COMMUNITY DEVELOPMF,NT Office: (206) 431-3670 • '6300 Southcenter Bouieua.rd. T.ckWU;la. WA PP 1 RP • • City of Tukwila John W. Rants, Mayor 312cp$ tent of Community Development Rick Beeler, Director Sylvia Otani Tramwell Crow Company 5601 6th Avenue South Seattle, Washington 98108 Re: Burlington Coats expansion, B93 -0328 Subject: Building Division Plan Review Comments. Dear Ms. Otani: The initial plan review has been completed by Building Division, and clarification and /or revisions to the plans will be required to show compliance with Tukwila ordinance. The existing retail areas on the second floor are served by adequate exiting including one hour fire rated corridors where required. As a matter of policy, any tenant improvement to this area must not in any way reduce the degree of which the exiting or any other requirements are in compliance with the provisions of the Building Code. Given this basis, the following observation are made regarding the Burlington Coats expansion: / The proposed tenant improvement creates a new 15' wide corridor from approximately grid line "D" to "H" (97' +). pon completion of the Burlington Coats expansion, this corridor will serve as the required second exit for all enants on the second floor, other than Burlington Coats. how, on plans, how compliance with U.B.C. Sec. 3305 will be ftccomplished. The tenant improvement for the "Bean Pod /Pizza Haven" will involve the re- installation of the existing Type I kitchen exhaust hood. The grease duct serving this hood fr must be enclosed in a one hour fire resistive shaft .enclosure at the point which it penetrates the second floor and the enclosure must be vented to the exterior. Since this installation will involve the "Burlington Coats" tenant space, show location and construction details on this plan. If you have any questions, you may call this office between 8:30 AM and 5:00 PM. weekdays. Sinc _ely, B 1 ng D'yision Rob =rt Bene Plans Examiner 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (201b) 431-3670 • Fax (206) 4313665 Jun 03, 1994 City of Tukwila John W. Rants, Mayor Department of Community Development Rick Beeler, Director SYLVIA OTANI 5601 SIXTH AVENUE ,SOUTH SEATTLE, WA 98108 RE: BURLINGTON COAT FACTORY Dear Permit Holder: Our records indicate that on Jul 20, 1994 one hundred and eighty days will have passed with no inspections having been called for under Tukwila Building Permit Number BB9=3;- 0328 Unless you call for an inspection, or obtain a written extension from the Tukwila Building Official prior to that date, your above referenced permit will become null and void on Jul 20, 1994. If your project has been completed please call for final. If you are actively working on it please notify our office. If you have any questions or need further information to obtain an extension on your permit please call the Tukwila Building Divison at. 431 -3670. Sincerely, -61 : Denise Millard Permit Coordinator Department of Community. Development. 6300 Southcenter Boulevard, Suite # 100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 4313665 111•••••••111.0. PAVILION MALL RENOVATION I t K\\Ji \ \VI IIN( HUN Th. Cal lison Parbiorship, Ltd. Ar400•414r4 1420 Rh ds Amuse Pm0f441miel $ aha VW Plans105 Smolt Waskligtoo Istsdor Madge 10111.2343 215/523.1616 Pacific Noithwast Group A Tramand 5611 Sixdo Avows South C nay Swig, W88181,081 Compaq INN 216/X2-4751 Project Manual RECEIVED CITY OF TUKWILA AUG 2 4 1993 PERMIT CENTER August 13, 1993 f r i I i r 1 PAVILION MALL RENOVATION TABLE OF CONTENTS TUKWILA, WASHINGTON PART 0 INTRODUCTORY PAGES TABLE OF CONTENTS PART 1 BIDDING AND CONTRACT REQUIREMENTS NOT USED ****************************************************************** * * ** ** * * * * * * * * * * * * * * * * * * * * ** * ** PART 2 TECHNICAL SPECIFICATIONS DIVISION 1 - GENERAL REQUIREMENTS 01005 ADMINISTRATIVE PROVISIONS 01045 PATCHING OF EXISTING CONSTRUCTION 01300 SUBMITTALS 01400 QUALITY CONTROL 01500 TEMPORARY FACILITIES AND CONTROLS 01600 MATERIALS AND EQUIPMENT 01601 SUBSTITUTION REQUEST FORM 01700 CONTRACT CLOSEOUT DIVISION 2 - SITEWORK 02072 SELECTIVE DEMOLITION DIVISION 3 - CONCRETE NOT USED DIVISION 4 - MASONRY NOT USED DIVISION 5 - METALS 05500 METAL FABRICATIONS 05511 DESIGN BUILD EXIT STAIRS 05700 ORNAMENTAL METAL DIVISION 6 - WOOD AND PLASTIC 06100 ROUGH CARPENTRY 06112 FRAMING AND SHEATHING DIVISION 7 - THERMAL AND MOISTURE PROTECTION 07900 SEALANTS 8/13/93 TOC -1 TABLE OF CONTENTS PAVILION MALL RENOVATION TUKWILA, WASHINGTON DIVISION 8 - DOORS AND WINDOWS 08110 HOLLOW METAL DOORS AND FRAMES 08333 OVERHEAD COILING GRILLES 08410 ALUMINUM WINDOWS AND STOREFRONTS 08700 HARDWARE 08739 HARDWARE INSTALLATION 08800 GLAZING DIVISION 9 - FINISHES 09260 GYPSUM BOARD SYSTEMS 09262 SHAFTWALL SYSTEMS 09650 RESILIENT FLOORING 09680 CARPET 09900 PAINTING DIVISION 10 - SPECIALTIES NOT USED DIVISION 11 - EQUIPMENT NOT USED DIVISION 12 - FURNISHINGS 12600 BUILT-IN FURNITURE AND PLAY APPARATUS DIVISION 13 - SPECIAL CONSTRUCTION NOT USED DIVISION 14 - CONVEYING SYSTEMS NOT USED DIVISION 15 - MECHANICAL NOT USED DIVISION 16 - ELECTRICAL NOT USED END TABLE OF CONTENTS TOC-2 , 8/13/93 r r 1 { r f 1 1, 1. • PAVILION MALL RENOVATION SECTION 01005 TUKWILA, WASHINGTON ADMINISTRATIVE PROVISIONS PART1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Description of the Work. 2. Special work requirements. 3. Owner- furnished Contractor installed products. 4. Coordination. 5. Reference standards. 6. Field engineering. 7. Applications for payment B. This Section applies to all Technical Specification Sections, and supplements the General and Supplementary Conditions. 1.02 DESCRIPTION OF THE WORK A. Work of this Contract comprises renovation and demolition of selected architectural elements of Pavilion Mall located at 17900 Southcenter Parkway, Tukwila, WA 98188 for Trammel Crow Company, Developer. The General Contractor is to hire the services of Mechanical, HVAC, Plumbing, Electrical, and Fire Protection Design /Build Contractors. 1.03 SPECIAL WORK REQUIREMENTS A. Review with the Developer to determine what areas of existing facilities will be occupied during progress of construction for conduct of normal operations. B. Cooperate with Developer in scheduling operations to minimize conflict and to permit continuous usage. Perform work so as not to interfere with operations of occupied areas. C. As existing facilities will remain in full operation during execution of the Work, exercise every precaution to insure safety and protection for existing facilities, occupants, merchandise, pedestrians, and vehicles. D. Safe access and egress must be maintained at all times for occupants, pedestrians and vehicles. E. Provide protection to prevent damage to facilities, merchandise, and vehicles from dust, water, weather and other similar harmful elements. Refer to Sections 01500 - Construction Facilities and Temporary Controls for additional requirements. F. Maintain code required exiting from facilities and individual spaces. Exit path -ways must provide safe passage and comply with applicable codes. G. Construct Work in stages to accommodate Developer's occupancy requirements during the construction period; coordinate construction schedule and operations with Developer. H. Limit use of premises to allow for construction operations, to allow existing tenants to remain open for business, work by other Contractors, and public access. I . Developer Occupancy: 8/13/93 01005 -1 SECTION 01005 PAVILION MALL RENOVATION ADMINISTRATIVE PROVISIONS TUKWILA, WASHINGTON J. 1. Developer will occupy premises during entire period of construction for the conduct of his normal operations. Cooperate with Developer to minimize conflict, and to facilitate Developer's operations. 2. Coordinate use of premises under direction of the Developer. 3. Maintain free and safe passage to and from occupied portions of the existing building, in accordance with Code and the Developer's occupancy requirements. 4. All occupied areas shall remain operational during normal business hours, unless approved otherwise. Notify the Owner a minimum of 48 hours prior to affecting the normal operation of existing occupied spaces. 5. Perform demolition to minimize interference with adjacent occupied and public spaces. Noise Producing Activities: 1. Unless approved otherwise, limit excessive noise producing activities to non - business hours. 2. Use saws and hydraulic impactor equipment instead of pneumatic tools and compressors to reduce noise. 3. Equipment shall be muffled for quiet operation not to exceed 50 decibels at a distance of 20 feet from the source. 1.04 SCHEDULING OF WORK A. Make arrangements with Developer and schedule Work which involves interference with normal operations of occupied areas. Submit schedule and summary of applicable Work within occupied areas and obtain Developer's approval not less than 7 days prior to commencement of such Work. B. Requests for use of certain existing loading docks, passage ways and other similar spaces within areas outside limits of construction operations will be limited to day - by-day basis and must be approved in advance by Developer. C. Keep interruptions of existing utility and building services to a minimum; coordinate time and duration of outages with Developer. D. Coordinate access to existing mechanical /electrical equipment spaces; obtain keys from Developer. Return keys at end of each day; re- obtain on succeeding days as necessary. E. Coordinate access and scheduling of Work within tenant areas with Developer. 1.05 BURNING AND WELDING PROCEDURES A. Notify Developer in advance of any burning and welding operations performed within occupied areas; obtain approval prior to proceeding with such operations. B . Neither open -flame burning, welding or arc - welding will be permitted without having secured an appropriate permit from Fire Marshal or authority having jurisdiction. C. Keep portable fire extinguisher of appropriate class within reach during welding or burning operations. Screen arc - welding from vision of passers -by. D. Maintain a "Fire Watch" effort for minimum of 30 minutes after completion of each burning and welding operation. 01005 -2 8/13/93 1 r 1 r PAVILION MALL RENOVATION SECTION 01005 TUKWILA, WASHINGTON ADMINISTRATIVE PROVISIONS 1.06 DEVELOPER - FURNISHED CONTRACTOR INSTALLED PRODUCTS A. Products furnished by the Developer for Installation by the Contractor: 1. Tables and chairs associated with the food kiosks. 2. Vinyl floor tile. B. Developer's Responsibilities: Store on -site. C. Contractor's Responsibilities: 1. Handle and install products. 2. Repair or replace items damaged by Work of this Contract. 1.07 COORDINATION A. Coordinate work of the various Sections of Specifications to assure efficient and orderly sequence of installation of construction elements, with provisions for accommodating items installed later. B. Verify characteristics of elements of interrelated operating equipment are compatible; coordinate work of various Sections having interdependent responsibilities for installing, connecting to, and placing in service, such equipment. C. Coordinate space requirements and installation of mechanical, electrical, and fire protection design /build work. Utilize spaces efficiently to maxirnize accessibility for other installations, for maintenance, and for repairs. D. In finished areas, except as otherwise shown, conceal pipes, ducts, and wiring in the construction. Coordinate locations of fixtures and outlets with finish elements. E. Execute cutting and patching to integrate elements of Work, uncover ill -timed, defective, and non- conforming work, provide openings for penetrations of existing surfaces, and provide samples for testing. Seal penetrations through floors, walls, and ceilings. 1 1.08 REFERENCE STANDARDS i A. For products specified by association or trade standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes. B. The date of the standard is that in effect as of the Bid date, or date of Owner - Contractor Agreement when there are no bids, except when a specific date is specified. C. Obtain copies of standards when required by Contract Documents. Maintain copy at jobsite during progress of the specific work. 1.09 FIELD ENGINEERING A. Provide field engineering services; establish lines and levels by use of recognized engineering survey practices. 1.10 APPLICATIONS FOR PAYMENT A. Submit three copies of each application under procedures of Section 01300 on AIA G702 - Application and Certificate for Payment. 8/13/93 01005 -3 SECTION 01005 PAVILION MALL RENOVATION ADMINISTRATIVE 'PROVISIONS TUKWILA, WASHINGTON B. Content and Format: As specified for Schedule of Values in Section 01300. PART 2 - PRODUCTS NOT USED PART 3 - EXECUTION NOT USED END OF SECTION PAVILION MALL RENOVATION SECTION 01045 TUKWILA, WASHINGTON PATCI-IING OF EXISTING CONSTRUCTION 1.01 SUMMARY A. Section Includes: Patching of existing construction. B. Related Sections: 1. 01005 - Administrative Provisions: Cutting and patching necessary to accommodate the new work. 2. 01500 - Temporary Facilities and Controls: Temporary enclosures, protection of installed work; cleaning during construction. 3. 02072 - Demolition: Removal and storage of products to be reinstalled. C. Drawings, the provisions of the Agreement, including bonds and certificates, the General Conditions, and Division 1 specification sections apply to all work of this Section. 1.02 QUALITY ASSURANCE A. Unless indicated otherwise, patching, extending, or matching shall be performed as necessary to make the Work complete, with all components matching and consistent. B. Patching materials shall meet the requirements of the jurisdictional code authorities. C. Major patching procedures shall be reviewed with the Developer, prior to proceeding. PART 2 PRODUCTS 2.01 MATERIALS A. Patching Materials: Match the existing construction, unless approved otherwise. PART 3 EXECUTION 3.01 EXAMINATION A. Examine existing condition prior to commencing Work, including elements subject to damage or to movement during cutting and patching operations. B. Verify that demolition is complete and that existing surfaces are ready for patching. C. Coordinate installation of new materials with the patching and repair of existing construction. D. Beginning of restoration work constitutes acceptance of existing conditions. E. Determine type and quality of existing products by inspection or non - destructive testing. Destructive testing may be performed when approved by the Architect. Patch all test locations. 3.02 PREPARATION A. Cut, move, or remove items as necessary for access to alterations and renovations work; replace and restore at completion. 8/13/93 01045 -1 f SECTION 01045 PAVILION MALL RENOVATION PATCHING OF EXISTING CONSTRUCTION TUKWILA, WASHINGTON B. Contact the architect when unsuitable materials not marked for removal - such as rotted wood, rusted metals, and deteriorated concrete and masonry are discovered. C. Provide additional construction and materials as required to support patching. D. Remove debris and abandoned items from area and from concealed spaces. E. Prepare surfaces and remove surface finishes to provide for proper installation of new work and new finishes. 3.03 PATCHING A. Patch and refinish existing surfaces which are damaged, lifted, discolored, missing, or showing other localized imperfections directly or indirectly caused by work under this contract. Patched work shall match existing adjacent work in texture and appearance. B. When existing finish cannot be matched, refinish entire surface to nearest intersections. Finish patches to produce uniform finish and texture over entire area. C. Provide a neat and smooth transition to new construction. Where finished surfaces are cut so that smooth transition to new work is not possible, terminate existing surface along a straight line at a natural line of division. Review condition with the Developer., END OF SECTION PAVILION MALL RENOVATION TUKWILA, WASHINGTON SECTION 01300 SUBMITTALS PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Submittal form requirements; 2. Submittal schedule; 3. Contractor responsibilities; 4. Requirements for each type of submittal. B. Related Sections: 1. General Conditions of the Contract: Additional submittal requirements; 2. 01600 - Materials and Equipment: Substitution submittals; 3. 01700 - Contract Closeout: Closeout submittals. C. This Section applies to all Technical Specification Sections, and supplements the General and Supplemental Conditions. 1.02 SUBMITTAL FORM REQUIREMENTS A. Provide the following, as applicable, on each submittal: 1. Present and previous submissions dates. 2. The Project title and number. 3. Contractor's submittal number. 4. Subcontract identification. 5. The names of: a. Contractor. b. Supplier. c. Manufacturer. 6. Identification of revisions on resubmittals. 7. For each product, reference corresponding specification section and paragraph number. 8. A 6 x 4 inch blank space for Contractor and Architect stamps. B. Deliver submittals to the Developer at address listed on the front cover. Include name of Contact person listed. C. Transmit submittals under AIA form G810 or other transmittal form as accepted by the Developer. 1.03 SUBMITTAL SCHEDULE A. Make submittals to the Developer as required to cause no delay in the work. B . Require each subcontractor to make submittals as required to meet the work schedule. C. Allow a minimum of 10 working days from receipt, for the Developer to review each submittal. Allow additional time for large and complex submittals representing major portionas of the Work. D. Schedule submittals to allow sufficient time for possible revision and resubmittal of the rejected submittals, without affecting the construction schedule. 8/13/93 01300 -1 SECTION 01300 PAVILION MALL RENOVATION SUBMITTALS TUKWILA, WASHINGTON E. Make the following submittals prior to starting construction within 10 working days of the notice to proceed: 1. Certificates of Insurance; 2. Construction schedule; 3. List of Subcontractors and Suppliers; 4. Submittal log; 5. Products list. F. Make the following submittals prior to first application for payment: 1. Schedule of Values. 1.04 GENERAL SUBMITTAL REQUIREMENTS A. Review submittals prior to submission. Verify specified requirements of products, field measurements, and field construction requirements. B. Stamp and sign each submittal as certification that the submittal has been reviewed by the Contractor. C. Coordinate each submittal with requirements of the work and of the Contract Documents. D. Notify the Developer in writing, at time of submission, of any deviations in the submittals from requirements of the Contract Documents. E. Make copies of all approved shop drawings and product literature available for use in the project. F. Review and approval of a submittal by the Developer shall not relieve the Contractor from responsibility for the proper fitting, finishing, quantities, and erection of the work in strict accordance with the Contract requirements. G. Review and approval of a submittal by the Developer shall not relieve the Contractor from the responsibility for providing work not indicated on the submittal, but otherwise required for the completion of the work. H. Do not fabricate or erect work in advance of review of the Submittals. I. Should discrepancies become evident, immediately notify Developer for resolution before proceeding with shop work. Inclusion of substitution requests into submittals will be considered cause for rejection of the submittal. K. Submittals will be reviewed by the Developer for conformance to the design concept, only. 1.05 CONSTRUCTION SCHEDULE A. Submit horizontal bar chart with separate bar for each major trade or operation, identifying first work day of each week. B. Show commencement and completion dates proposed for each subdivision of work. 01300 -2 8/13/93 1 1 1 i PAVILION MALL RENOVATION SECTION 01300 TUKWILA, WASHINGTON SUBMITTALS C. Update and submit monthly. Indicate actual start and completion of all completed activities. Graphically indicate changes from previously issued schedule. D. Incorporate remedial construction into schedule when remedial work is required. E. Show submittal dates required for shop drawings, product data, and samples, and product delivery dates, including those furnished by Developer. F. Coordinate with the Developer's schedule, showing all Contract activities to be performed by the Owner including their start, duration, completion, float and critical path. 1.06 SUBMITTAL LOG A. Prior to commencing construction, submit a complete submittal log. List each type of submittal, and the date that the submittal will be made. Indicate Developer review time proposed. 1.07 PRODUCTS LIST A. Prior to commencing construction submit complete list of major products proposed for use, with name of manufacturer, trade name, and model number of each product. 1.08 SCHEDULE OF VALUES A. Submit typed schedule on AIA Form G703. Contractor's standard form or media -driven printout will be considered on request. B. Format: Table of Contents of this Project Manual. Identify each line item with number and title of the major Specification Sections. C. Include in each line item amount of Allowances. For unit cost Allowances, give quantities measured from Contract Documents multiplied by the unit cost equal to the total for the item. D. Include in each line item a directly proportional amount of Contractor's overhead and profit. E. Provide a subschedule for each separate stage of Work specified in Section 01005. F. Revise schedule to list change orders, for each application for payment. 1.09 SHOP DRAWINGS A. Submit Shop Drawings required by individual Sections of the Specifications, and as otherwise required for proper performance of the work. B. Illustrate fully the requirements of the Specifications and the Contract Drawings, and accurately show quantities, kinds of materials, methods of assembly, and all data required for fabrication, erection, and installation. C. Show the relationship of adjoining work, relevant field conditions and dimensions; coordinate with affected subcontractors and suppliers if in conflict. 8/13/93 01300 -3 SECTION 01300 PAVILION MALL RENOVATION SUBMITTALS TUKWILA, WASHINGTON D. Number of Copies: Unless otherwise specified, submit to the Developer one legible sepia reproducible and one print for review, except that shop drawings 11 "x1T' or smaller may be submitted in the form of two blackline or electrostatic copies. E. The Developer will return the reproducible copy to Contractor with corrections, notations and Developer's stamp indicating action to be taken. F. In the case of rejected Shop Drawings, the Developer will keep the reproducible copy and return two prints to the Contractor for his use in the preparation of a revised reproducible for resubmittal. G. Do not fabricate or erect work in advance of review of the Shop Drawings. 1.10 PRODUCT DATA A. Mark each copy to identify applicable products, models, options, and other data. Include manufacturer's printed installation instructions. B. Submit the number of copies which Contractor requires, plus two copies which will be retained by Developer. C. Modify product data and installation instructions to delete information which is not applicable to the work. D. Supplement standard information to provide information specifically applicable to the work. 1.11 SAMPLES A. Submit samples as specified in the technical Sections. B. Include identification on each sample, giving full information. C. Unless specified otherwise, submit 3 samples for each sample requested in the technical Sections. One will be retained by the Developer. Reviewed samples which may be used in the Work are indicated in the Specification Section. D. Unless specified otherwise, submit full range of manufacturers' standard colors, textures, and patterns for Developer's selection. E. Submit samples to illustrate functional characteristics of the product, with integral parts and attachment devices. Coordinate submittal of different categories for interfacing work. END OF SECTION 01300 -4 8/13/93' 1 i PAVILION MALL RENOVATION SECTION 01400 TUKWILA, WASHINGTON QUALITY CONTROL PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. General requirements; 2. Workmanship; 3. Manufacturer's Instructions; 4. Manufacturer's Certificates; 5. Mock -ups; 6. Manufacturers' Field Services; 7. Contractor Tests and Inspections. B. Related Sections: 1. 01005 - Administrative Provisions: Applicability of specified reference standards. 2. 01300 - Submittals: Submittal of manufacturer's instructions. C. This Section applies to all Technical Specification Sections, and supplements the General and Supplemental Conditions. 1.02 GENERAL QUALITY CONTROL A. Maintain quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce work of specified quality. 1.03 WORKMANSHIP A. Comply with industry standards, except when more restrictive tolerances or specified requirements indicate more rigid standards or more precise workmanship. B. Perform work with persons qualified to produce workmanship of specified quality. C. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, and racking. 1.04 SPECIAL INSTALLATION PROCEDURES A. Make no attachment to structural concrete or steel members in the building in such a way as to overload or impair the structural integrity of the member. 1.05 MANUFACTURERS' INSTRUCTIONS A. Comply with instructions in full detail, including each step in sequence. Should instructions conflict with Contract Documents, request clarification from Developer before proceeding. 1.06 MANUFACTURERS' CERTIFICATES A. When required by individual Specifications Section, submit, in duplicate, manufacturer's certification that products meet or exceed specified requirements. 8/13/93 01400 -1 SECTION 01400 PAVILION MALL RENOVATION QUALITY CONTROL TUKWILA, WASHINGTON 1.07 MOCK -UPS A. Provide mock -ups as specified in the individual specification sections. Provide additional mock- ups, as required by the Developer , until approval is obtained. B. Do not proceed with subsequent work until approval of the mock -up is obtained. C. Approval of mock -up shall be the standard of workmanship and materials for the remainder of the work similar to the mock -up. D. Maintain mock -up in approved condition, until directed otherwise. E. Unless specified otherwise, remove mock -up at completion, when directed by Developer. F. Unless specified or approved otherwise, schedule mock -ups a minimum of 5 working days between mock -up and actual installation of the work represented by the mock -up. G. Notify the Developer a minimum of 5 working days prior to mock -up. 1.08 MANUFACTURERS' FIELD SERVICES A. When specified, require product manufacturer to furnish qualified personnel to observe field conditions and quality of workmanship, and to provide recommendations, certifications, and other specified services. B . Representative shall submit written report to Developer listing observations and recommendations. 1.09 CONTRACTOR TESTS AND INSPECTIONS A. Tests and Inspections are specified in the individual specification Sections. END OF SECTION 8/13/93 PAVILION MALL RENOVATION SECTION 01500 TUKWILA, WASHINGTON TEMPORARY FACILITES AND CONTROLS PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. General Requirements; 2. Electricity, Lighting; 3. Heat, Ventilation; 4. Telephone Service; 5. Water; 6. Sanitary Facilities; 7. Barriers; 8. Enclosures; 9. Protection of Installed Work; 10. Security; 11. Safety; 12. Water Control; 13. Cleaning During Construction; 14. Project Identification; 15. Field Offices and Sheds; 16. Removal. B. Related Sections: 1. 01005 - Administrative Provisions: Work sequence; Contractor use of premises. 2. 01700 - Contract Closeout: Final cleaning. C. This Section applies to all Technical Specification Sections, and supplements the General and Supplemental Conditions. 1.02 GENERAL REQUIREMENTS A. Temporary facilities and controls shall conform to the requirements of the jurisdictional code authorities. 1.03 ELECTRICITY, LIGHTING A. Existing power and lighting shall be used to the greatest extent possible. When approved by the Developer, provide service required for construction operations, with branch wiring and distribution boxes located to furnish additional service and lighting B. Provide additional temporary lighting for construction operations. C. Repair all existing lighting and power equipment, when damaged due to construction operations. D. The Developer will pay for power used. Take measures to conserve energy. E. Provide service required for construction operations, with branch wiring and distribution boxes located to allow service and lighting by means of construction -type power cords. F. Provide lighting for construction operations. G. Permanent lighting may be used during construction. Maintain lighting and make routine repairs. 8/13/93 01500 -1 f SECTION 01500 PAVILION MALL RENOVATION TEMPORARY FACILITES AND CONTROLS TUKWILA, WASHINGTON 1.04 HEAT, VENTILATION A. Existing heating and ventilation systems may be used. Coordinate use of existing systems with the Developer. Extend existing systems and provide additional temporary units as required to maintain specified conditions for construction operations, and to protect materials and finishes from damage due to temperature or humidity. Developer will pay costs of energy used. Take measures to conserve energy. B. Provide temporary ventilation of enclosed areas to cure materials, disperse humidity, and prevent accumulations of dust, fumes, vapors, or gases. C. Provide maintenance and repair of existing systems damaged by construction operations. D. Prior to operation of permanent facilities for temporary purposes, verify that installation is approved for operation, and that filters are in place. 1.05 TELEPHONE SERVICE A. Provide telephone service to field office, and pay for all calls made. 1.06 WATER A. Use existing water outlets to the greatest extent possible. Extend branch piping with outlets only as approved by the Owner. B. The Owner will pay the costs for all water used. Conserve water use whenever possible. 1.07 SANITARY FACILITIES A. Designated existing facilities may be used during construction operations; maintain in sanitary condition. Provide daily cleaning as necessary to accommodate public use. Coordinate with Developer cleaning operations. 1.08 BARRIERS A. Provide as required to prevent public entry to construction areas to provide for Developer's use of site, and to protect existing facilities and adjacent properties from damage from construction operations. 13. Provide barricades and covered walkways as required by governing authorities for public rights -of- way and for public access to existing building. C. Provide barricades around openings in floors. 1.09 ENCLOSURES A. Provide temporary enclosures as required to prevent penetration of dust and moisture into occupied areas separate from work areas. 01500 -2 8/13/93 PAVILION MALL RENOVATION SECTION 01500 TUKWILA, WASHINGTON TEMPORARY FACILITES AND CONTROLS 1.10 PROTECTION OF INSTALLED WORK A. Provide temporary protection for installed products. Control traffic in immediate area to minimize damage. B. Provide protective coverings at walls, projections, jambs, sills, and soffits of openings. Protect finished floors and stairs from traffic, movement of heavy objects, and storage. 1.11 SECURITY A. Provide security program and facilities to protect Work, materials stored off -site, existing facilities, and Developer's operations from unauthorized entry, vandalism, and theft. Coordinate with Developer's security program. 1.12 SAFETY A. Furnish safety program and facilities to protect the safety of workers and other persons affected by the Work. 1.13 CLEANING DURING CONSTRUCTION A. Control accumulation of waste materials and rubbish; periodically dispose of off -site in a legal manner. B. Clean interior areas prior to start of finish work, maintain areas free of dust and other contaminants during finishing operations. 1.14 FIELD OFFICES AND SHEDS A. Office: The Developer will provide a vacant tenant space for use by the Contractor. The Contractor shall provide tables, chairs, and other appropriate furnishings. B. Storage Sheds for Tools, Materials, and Equipment: Weather -tight, with heat and ventilation for Products requiring controlled conditions, with adequate space for organized storage and access, and lighting for inspection of stored materials. 1.15 REMOVAL A. Clean and repair damage caused by installation or use of temporary facilities. Restore existing facilities used during construction to specified, or to original, condition. END OF SECTION 8/13/93 01500 -3 PAVILION MALL RENOVATION SECTION 01600 TUKWILA, WASHINGTON MATERIAL AND EQUIPMENT PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Products; 2. Manufacturer's instructions; 3. Transportation and Handling; 4. Storage and Protection; 5. Product Options; 6. Substitutions; 7. Systems Demonstration. B. Related Sections: 1. 01005 - Administrative Provisions: Developer- furnished products and reference standards. 2. 01400 - Quality Control: Submittal of manufacturers' certificates;] 3. 01601- Substitution Request Form; 4. 01700 - Contract Closeout: Systems demonstration, operation and maintenance data, warranties and guarantees, spare parts and maintenance materials. C. This Section applies to all Technical Specification Sections, and supplements the General and Supplemental Conditions. 1.02 PRODUCTS A. Products include material, equipment, and systems. B. Comply with size, make, type, and quality specified, unless otherwise approved in writing by the Developer. Specifications and referenced standards are minimum requirements. C. A component required to be supplied in quantity shall be the same, and shall be interchangeable. This requirement applies to items furnished under one or several sections of the specfications. D. Unless specified or indicated otherwise, materials employed for construction purposes, such as formwork, scaffolding, and temporary lighting, shall not be used in the work. E. Unless indicated or specified otherwise, all products incorporated into the Work shall be new, and of the most suitable grade of their respective kinds for the intended use. F. Do not use materials and equipment removed from existing structure, except as specifically required, or allowed, by Contract Documents. 1.03 TRANSPORTATION AND HANDLING A. Transport products by methods to avoid product damage. B. Deliver products in manufacturer's original containers or packaging, with identifying labels intact and legible. C. Furnish equipment and personnel to handle products by methods to prevent soiling or damage. 8/13/93 01600 -1 SECTION 01600 PAVILION MALL RENOVATION MATERIAL AND EQUIPMENT TUKWILA, WASHINGTON D. Promptly inspect shipments to assure that products comply with requirements, quantities are correct, and products are undamaged. E. Immediately replace nonconforming products with new conforming products, at no additinoal cost to the Developer. 1.04 STORAGE AND PROTECTION A. Store products in accordance with manufacturer's instructions, with seals and labels intact and legible. B. Store sensitive products in weather -tight enclosures. Maintain within temperature and humidity ranges required by manufacturer's instructions, and as otherwise required to prevent damage. C. For exterior storage of fabricated products, place on sloped supports above ground. Protect from soiling or staining through ground contact. Cover products subject to deterioration with impervious sheet covering; provide ventilation to avoid condensation. D. Store loose granular materials on solid surfaces in a well- drained area; prevent mixing with foreign ma tter. E. Arrange storage of products to furnish convenient access for inspection and inventory. 1.05 GENERAL INSTALLATION REQUIREMENTS A. Unless indicated or specified otherwise, install each product in accordance with the product manufacturer's instructions. B. Obtain and distribute copies of manufacturer's instructions to parties involved in the installation, including two copies to Developer. C. Maintain one set of complete instuctions at the job site during installation and until completion. 1.06 PRODUCT OPTIONS A. Product Specified by Reference Standards or by Description Only: Provide product meeting those standards. B . Product Specified by Naming One or More Manufacturers with an "or approved" provision: Use specified product or submit a request for substitution in accordance with the specified substitution requirements. When approved a substitute product may be used. C. Product Specified by Naming One or More Manufacturers, without a provisions for Substitution: No substitution will be allowed, except as specified under the Article on Substitutions. 1.07 SUBSTITUTIONS A. Timing: Substitution requests will be considered by the Architect until 10 working days prior to bid opening. Substitution requests received less than ten days prior to bid opening will be considered at the Architect's option. Subsequently, substitutions will be considered only for the following reasons: 01600 -2 8/13/93 r PAVILION MALL RENOVATION TUKWILA, WASHINGTON SECTION 01600 MATERIAL AND EQUIPMENT 1. A product becomes unavailable due to no fault of the Contractor. 2. Subsequent information or changes indicate that the specified product will not perform as intended. 3. A substitute product will be in the Developer's best interest. B. Substitution requests prior to bid date may originate directly from the General Contractor, or from a prospective supplier or subcontractor. Subsequent substitution requests shall be submitted through the General Contractor. C. Requests for substitution shall be made on the attached form. D. Document each request with complete data substantiating compliance of proposed substitution with contract documents. E. Request constitutes a representation that Contractor: 1. Has investigated proposed product and has determined that it meets or exceeds, in all respects, the specified product. 2. Shall provide the same warranty for substitution as for specified product. 3. Will coordinate installation and make other changes which may be required for work to be complete in all respects. 4. Waives claims for additional costs which may subsequently become apparent. 5. Agrees to pay all costs of redesign related to the substition. F. Substitutions will not be considered when they are indicated or implied on shop drawing or product data submittals. G. Architect will determine acceptability of proposed substitution, and will notify Contractor of acceptance or rejection in writing within a reasonable time. 1.08 SYSTEMS DEMONSTRATION A. Prior to final inspection, demonstrate operation of each system to Architect and Developer. B. Instruct Developer's personnel in operation, adjustment, and maintenance of equipment and systems, using the operation and maintenance data as the basis of instruction. END OF SECTION 01600 -3 1 PAVILION MALL RENOVATION SECTION 01601 TUKWILA, WASHINGTON SUBSTITUTION REQUEST FORM TO: The Callison Partnership, Ltd. We hereby submit the following for your consideration in lieu of the specified item(s) for the above project: 1 Specification Section . Paragraph Specified Item: Proposed Substitution: COMPLETE THE FOLLOWING (Use back or additional sheets if necessary). 1. Does the substitution affect dimensions shown on Drawings? Yes . No If yes, indicate changes: 2. What effect does the substitution have on other trades? 3. What effect do applicable code requirements have on substitution? 4. Describe the differences between the proposed substitution and the specified item(s): 5. How do manufacturer's guarantees compare between proposed and specified items(s)? Same Different (Explain on back.) Submitted By: Signature Title Signature shall be by a person having authority to legally bind the firm to the above terms. Firm: Address: I: Telephone: Date: Attachments: A. I . B. C. ••••••••••••••••••••••••••••••••••••• o••••••••••• ••••••••••••••••••••••••••••••• The undersigned hereby certifies that the function, appearance, and quality of the requested substitute item equals or exceeds those of the specified item, and agrees to pay for changes to the building, if any, including design services, caused by its incorporation. I Approved For Architect Review: Contractor's Signature (required for consideration after bid date) nNo Exceptions Taken 0 Exceptions As Noted (See attachment(s) Date: By: , Developer Signature Approved 0 Not Approved 0 Approved As Noted Date: IBy: THE CALLISON PARTNERSHIP Signature Title END OF SUBSTITUTION REQUEST FORM 8/13/93 01601 -1 z�. PAVILION MALL RENOVATION SECTION 01700 TUKWILA, WASHINGTON CONTRACT CLOSEOUT PART1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Closeout Procedures. 2. Final Cleaning. 3. Project Record Documents. 4. Operation and Maintenance Data. 5. Operation instruction. 6. Manufacturer's Warranties. 7. Guarantees. 8. Spare Parts and Maintenance Materials. B. Related Sections: 1. 01005 - Administrative Provisions 2. 01500 - Construction Facilities and Temporary Controls: Cleaning during construction. C. This Section applies to all Technical Specification Sections, and supplements the General and Supplemental Conditions. 1.02 CLOSEOUT PROCEDURES A. Comply with procedures stated in General Conditions of the Contract for Substantial and Final Completion. B. Submit all certificates of approval issued by the governing authorities, including, without limitation, the following: 1. Certificate of occupancy; C. Prior to final payment, submit the following affidavits using the forms listed below: 1. Contractor's Affidavit of Payment of Debts and Claims AIA Document G706. 2. Consent of Surety to Final Payment AIA Document G707. 3. Contractor's lien release, and lien releases from each subcontractor; Contractor's Affidavit of Release of Liens AIA Document G706A D. Submit final Application for Payment identifying total adjusted contract sum, previous payments, and sum remaining due. 1.03 FINAL CLEANING A. Execute prior to final inspection. B. Clean interior surfaces exposed to view; remove temporary labels, stains and foreign substances, polish transparent and glossy surfaces, vacuum carpeted and soft surfaces. C. Clean equipment and fixtures to a sanitary condition. D. Remove waste and surplus materials, rubbish, and construction facilities from the Project. 8/13/93 01700 -1 SECTION 01700 PAVILION MALL RENOVATION CONTRACT CLOSEOUT TUKWILA, WASHINGTON 1.04 PROJECT RECORD DOCUMENTS A. Maintain a complete set of record documents which clearly and neatly indicate all changes from the contract documents, and all uncovered existing conditions which will be subsequently concealed. Record documents shall include: 1. Contract drawings; 2. Specifications; 3. Addenda; 4. Change Orders and other Modifications to the Contract; 5. Reviewed shop drawings, product data, and samples. B. Record documents shall be used for no other purpose and shall be stored separate from those used for construction. C. Keep documents current; do not permanently conceal any work until required information has been recorded. D. Mark spedfications legibly and record at each Product section a description of actual products installed. Include the manufacturer's name and product model and number. E. Drawings shall indicate exact installed locations and dimensions of all concealed work, including, without limitation, conduit, piping, ducts, mechanical and electrical equipment, and foundations. Indicate all changes to details which involve concealed construction. F. Prior to approving each Payment Request, the Developer reserves the right to inspect the Record Documents. The Payment Request may not be approved until the record documents are current to the Date of the Payment Request. G. At the conclusion of the work, The Contractor will be furnished by the Developer , a set of reproducibles on which the Contractor shall incorporate all record data in a clearly legible and reproducible manner, utilizing the symbols of the contract documents. H. At Contract Closeout, submit documents with transmittal letter containing date, Project title, Contractor's name and address, list of documents, and signature of Contractor. I. As a condition for acceptance of the work, submit certification that the Project Record Documents are an accurate representation of the work as installed. 1.05 OPERATION AND MAINTENANCE DATA A. Provide operation and maintenance data for: 1. Hardware. 2. All Division 9 finish materials. 3. All Division 10 Specialty items. 4. All other products for which operation and maintence data is available. B . Submit operation and maintenance data bound in 8-1/2 x 11 inch three -ring side binders with durable plastic or cloth covers. C. Prepare binder covers with printed title "OPERATIONS AND MAINTENANCE INSTRUCTIONS ", title of project, and subject matter of binder when multiple binders are used. 01700 -2 8/13/93 [ (� PAVILION MALL RENOVATION SECTION 01700 TUKWILA, WASHINGTON CONTRACT CLOSEOUT D. Subdivide each binder contents with permanent page dividers, organized as decribed below: 1. Table of Contents 2. Directory: listing names, addresses, and telephone numbers of Architect and Contractor. 3. Operation and Maintenance instructions, arranged by Specification Division. Include the following: a . Names, addresses, and telephone numbers of subcontractors and suppliers. b. Significant design criteria. c. List of equipment. d. Parts list. e. Operating instructions. f. Maintenance instructions, equipment. g. Maintenance instructions, finishes. 4. Project documents and certificates, including the following: a . Shop drawings and product data. b. Certificates. c. Photocopies of warranties and guarantees. E. Submit to the Developer, one copy of the completed operation and maintenance data binders prior to operation instruction as necessary to allow review by the Developer, and revision by the Contractor in accordance with the Developer's comments. F. Allow a minimum of 15 working days for the Architect to review and comment. G. Submit three final revised copies within ten days after final inspection.] 1.06 OPERATION INSTRUCTION A. Instruct the Owner's maintenance and operation personnel in the proper operation and maintenance of all equipment as directed after the installation is complete and in working order. 1.07 MANUFACTURER'S WARRANTIES A. Furnish duplicate and notarized copies of each manufacturer warranty executed to the Developer. B. Execute Contractor's submittals and assemble documents executed by each manufacturer. C. Provide table of contents and assemble in binder with durable plastic cover. D. Submit material prior to final application for payment in accordance with 01300. For equipment put into use with Owner's permission during construction, submit warranty within 10 days after first operation. For items of Work delayed materially beyond Date of Substantial Completion, furnish warranty within ten days after acceptance, listing date of acceptance as start of warranty period. 1.08 GUARANTEES A. Furnish written guarantee, executed to the Developer, on work covered by the additional guarantee requirements specified in the technical sections. The guarantee shall commence on the date of Substantial Completion. B. Written Guarantee shall be submitted on the attached form. C. Transmit to the Developer in accordance with Section 01300. 8/13/93 01700 -3 SECTION 01700 CONTRACT CLOSEOUT PAVILION MALL RENOVATION TUKWILA, WASHINGTON 1.09 SPARE PARTS AND MAINTENANCE MATERIALS A. Furnish products, spare parts, and maintenance materials in quantities specified in each Section, in addition to that used for construction of Work. Coordinate with Developer, deliver to Project site and obtain receipt prior to final payment. 1.09 OPERATION INSTRUCTION A. Prior to Final Completion, instruct Developer's personnel in operation, adjustment, and maintenance of products, equipment and systems. Provide instruction at mutually agreed upon times. B. Use experienced personnel trained and experienced in the operation and maintenance of the building equipment or system involved. C. Use operation and maintenance manuals for each piece of equipment or system as the basis of instruction. Review contents in detail to explain all aspects of operation and maintenance. D. Refer to the individual technical Sections for additional requirements for instruction of Developer's personnel END OF SECTION 017004 8/13/93 1 1 I f 1 i i 1 1 1 PAVILION MALL RENOVATION SECTION 02072 TUKWILA, WASHINGTON SELECTIVE DEMOLITION PART1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Demolition and removal from the site of existing construction to accommodate the new construction. 2. Capping and identification of utility lines. 3. Contractor design of shoring and bracing. 4. Patching of existing construction to remain. B. Related Sections: 1. 01005 - Administrative Provisions: Contractor's use of the site; work sequence; Owner occupancy requirements; special work requirements. 2. 01500 - Temporary Facilities and Controls: Temporary enclosures, guardrails, barriers, barricades, lighting and dust control. 3. 01700 - Project Closeout: Project record documents. C. Drawings, the provisions of the Agreement, including bonds and certificates, the General Conditions, and DIvision 1 specification sections apply to all work of this Section. D. Substitutions: Substitute products will be considered only under the terms and conditions of Section 01600. 1.02 SUBMITTALS A. Make submittals in accordance with 01300, unless specified otherwise. B . Submit description of demolition procedures and sequences as a part of work description submittals as specified in special work requirements in Section 01005. C. Project Closeout Submittals: 1. Make closeout submittals in accordance with Section 01700 2. Project Record Documents: Include locations and characteristics of uncovered existing utility systems which will be covered in the finished work. 1.03 QUALITY ASSURANCE A. Comply with the applicable health and safety regulations of the jurisdictional authorities. B . Obtain and pay for all permits required for the demolition work. C. Obtain approval of demolition procedures which affect the normal operation of tenant and Developer occupied spaces. D. All shorings and temporary supports shall be designed by the Contractor. When required by the Owner, shoring and temporary supports shall be designed and stamped by a Structural Engineer licensed to practice in the State of Washington. E. Pre -bid Inspection: Visit the Site to determine existing conditions, and determine the extent of demolition required. 8/13/93 02072 -1 SECTION 02072 SELECTIVE DEMOLITION TUKWILA, WASHINGTON PAVILION MALL RENOVATION PART 2 PRODUCTS 2.01 MATERIALS A. Patching Materials: Materials used to patch existing construction shall match the existing construction. PART 3 EXECUTION 3.01 EXAMINATION A. Prior to starting work, carefully inspect existing conditions and verify that the work of this Section may properly commence. Notify the Developer in writing of conditions detrimental to the proper and timely completion of the work. B . Do not begin demolition until all unsatisfactory conditions are resolved. Beginning work constitutes acceptance of site conditions and responsibility for defective demolition caused by prior observable conditions. 3.02 PREPARATION A. Provide and maintain all temporary barriers and security devices necessary for the demolition work. B . Provide protection to all surrounding public spaces. Perform work and provide temporary construction as approved by the local jurisdictional code authorities. C. Protect existing construction which will not be subject to demolition. 3.03 DEMOLITION A. Demolish in an orderly and careful manner as required to accommodate the work, and in accordance with the demolition procedures and sequences approved by the mall management. Where demolition exceeds that indicated, verify such demolition with the Developer prior to proceeding. B. Protect existing structural members. Contact the Architect prior to modifying structural members beyond the extent indicated. Cease operations and notify the Developer and Architect immediately if continued demolition operations might endanger the existing structure. C. During demolition operations, notify the Developer of all conditions which differ substantially from those indicated, specified, or expected. Notify the Developer if previously unknown operational, or potentially operational elements, are uncovered during demolition operations. Perform no demolition in such areas, unless approved by the Developer. D. Provide Contractor designed temporary shoring as required to support existing construction against movement or overload during demolition operations, until permanent supports are in place. E. Except where noted or specified otherwise, take possession of materials being demolished, and immediately remove from site. Do not overload existing construction to remain with demolished materials. 02072 -2 8/13/93 i 1 1 1 PAVILION MALL RENOVATION SECTION 02072 TUKWILA, WASHINGTON SELECTIVE DEMOLITION F. Carefully remove, store, and protect all materials and components to be reused. G. Where possible without damage, remove, store, and protect existing materials and components not noted for removal, which if removed, would facilitate the new construction and reconditioning. H. Carefully remove, protect, and turn over as directed, materials and components claimed by the Developer for salvage. Prior to demolition, contact the Developer to determine which items will be claimed. I. Where cut edges of the existing construction will be visible in the completed work, cut in uniform straight lines. Concrete and masonry shall be sawcut or coredrilled. Repair all demolition performed in excess of that required, at no additional cost to the Developer. J. K. Remove all disconnected utility lines. Cap remaining ends. Place markers to indicate location of disconnected utilities. Indicate location of disconnected utilities on the Project Record drawings as specified in Section 01700. L. Pay for and coordinate the work performed by public utilities. Notify the affected utility company well in advance of the scheduled work. M. Dust producing demolition operations shall be sprinkled in areas not subject to water damage. Provide other approved means of controlling dusting in areas subject to water damage. N. Signage: Existing signage indicated for relocation, and signs mounted to surfaces indicated for repainting shall be removed and stored for reinstallation. Remove tape residues from sign backs and substrate surfaces, as applicable. O. Wall Covering: Remove existing wall covering from all surfaces indicated for new wall covering materials. Use techniques to minimize damage to substrate; repair all damage and leave ready for repriming or sizing as specified in Section 09900. P. Leave site in a condition acceptable to the Owner at all times. Remove demolished materials from site daily as work progresses. Q. Obtain written permission from the Mall Management when outriggers or swing cranes will have to traverse other mall structures. 3.04 CLEANUP A. After each demolition phase, leave the area broom clean and ready for the work of other Sections. B. Occupied spaces which receive demolition work shall be thoroughly and completely cleaned prior to their daily operations. Cleaning shall include, without limitation: vacuuming, dusting, stain and dirt removal, and cleaning of glass and countertops merchandise. 3.05 PATCHING AND REPAIR A. Repair cut edges, replace damaged construction, and fit new work as required to match and mate with existing construction. Make joints smooth, even and invisible. 8/13/93 02072 -3 SECTION 02072 SELECTIVE DEMOLITION YAVILION MALL RENOVATION TUKWILA, WASHINGTON B. Where new paint or other finishes are applied, carry to nearest break line, joint or corner as required to achieve a homogeneous appearance. END OF SECTION m. PAVILION MALL RENOVATION SECTION 05500 TUKWILA, WASHINGTON METAL FABRICATIONS PART1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Custom metal fabrications not specified in other sections[, and listed in the schedule at the end of the Section]. 2. Factory prefabricated components not specified in other sections. B. Related Sections: 1. 01400 - Quality Control: Requirements for testing and inspections. 2. 05511 - Design Build Exit Stairs. 3. 09900 - Painting. Field painting of metal fabrications shop primed in this section. C. Drawings, the provisions of the Agreement, including bonds and certificates, the General Conditions, and Division 1 specification sections apply to all work of this Section. D. Substitutions: Substitute products will be considered only under the terms and conditions of Section 01600. 1.02 REFERENCES A. American Society for Testing and Materials (ASTM): 1. A36 - Specification for Structural Steel 2. A53 - Specification for Welded and Seamless Steel Pipe 3. A120 - Specification for Black and Hot - Dipped Zinc - Coated Welded and Seamless Steel Pipe for Ordinary Uses. 4. A123 - Specification for Zinc (Hot -Dip Galvanized) Coatings on Iron and Steel Products. 5. A143 - Safeguarding Against Embrittlement of Hot Dipped Galvanized Structural Steel Products and Procedures for Detecting Embrittlement. 6. A153 - Specification for Zinc Coating (Hot Dip) on Iron and Steel Hardware 7. A307 - Specification for Carbon Steel Externally Threaded Standard Fasteners. 8. A325 - Specification for High Strength Bolts for Structural Steel Joints. 9. A366 - Specification for Carbon Steel Cold Rolled Sheet. 10. A384 - Safeguarding Against Warpage and Distortion During Hot Dip Galvanizing of Steel Assemblies. 11. A385 - Providing High Quality Zinc Coatings (Hot Dip) 12. A500 - Specification for Cold- Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes. 13. A501 - Specification for Hot - Formed Welded and Seamless Carbon Steel Structural Tubing. 14. A569 - Specification for Commercial Quality Hot Rolled Sheet and Strip Carbon (0.15 Maximum Percent) Steel. 15. A570 - Specification for Hot - Rolled Carbon Steel Sheet and Strip, Structural Quality. 16. B209 - Specification for Aluminum and Aluminum Alloy Sheet and Plate. 17. B221 - Specification for Aluminum Alloy Extruded Bars, Rods, Wire, Shapes, and Tubes. B. National Association of Architectural Metal Manufacturers (NAAMM) "Metal Bar Grating Manual ", current editions, 'Pipe Railing Manual ", current edition. 1.03 SUBMITTALS A. Make submittals in accordance with 01300. 8/13/93 05500 -1 SECTION 05500 PAVILION MALL RENOVATION METAL FABRICATIONS TUKWILA, WASHINGTON B. Shop Drawings: Show details of fabrication and installation; indicate materials, [alloys and tempers], thickness of materials, sizes, dimensions, methods of reinforcement and embedment, attachments, anchorages, provisions for work of other trades, and other pertinent information as requested by Developer. C. Product Literature: Submit product literature for all prefabricated products. 1.04 QUALITY ASSURANCE A. Fabricator Qualifications: Must be experienced and regularly engaged in producing metal fabrications of the type specified; must employ only skilled personnel using proper equipment to produce work. PART 2 PRODUCTS 2.01 MATERIALS A. Carbon Steel: 1. Structural Shapes, Plates, and Bars: ASTM A36. 2. Sheet: ASTM A366. 3. Pipe: ASTM [A53] [A1201, seamless, Type S, plain end; schedule 40 unless indicated otherwise. 4. Tubing: ASTM A500 or A501, seamless. 5. Sheet Furniture Steel: American open - hearth sheet steel, furniture quality, free from scale, rust pitting or other defects affecting appearance. 6. Checker Plate: Standard raised pattern checker plate, 3/16 inch thick, unless otherwise noted or spedfied. B . Aluminum: 1. Extruded Aluminum: *(6063 -T5) alloy and temper conforming to the requirements of ASTM B221. 2. Aluminum Sheet: *(5005 -H32) alloy and temper conforming to the requirements ASTM B209. C. Fasteners: Provide fasteners of types as indicated, specified, or required for the assembly and installation of fabricated items. 1. Bolts: ASTM A307, unless indicated otherwise; include nuts and plain harden washers. 2. Drilled -In Concrete Anchors: Ramset 'Trubolt Stud Anchor ", or Hilti Fastening Systems "Kwikbolt ", or approved. D. Interior Primer : Tnemec Series 10 -99, Carboline GP -818, or approved. E. Miscellaneous Materials: Provide all incidental accessory materials, tools, methods and equipment required for fabrication and installation of miscellaneous metal items as indicated on drawings. 1. Non -Shrink Grout: Master Builder's "Master Flow 713 ", Sonneborn "Sonogrout ", or approved. 2.02 FABRICATION - FERROUS METAL FABRICATIONS A. General Fabrication Requirements: Fabricate as follows, unless specified or indicated otherwise. 1. Verify all dimensions and fabricate to detail with accurate sizes and shapes, straight lines, smooth curves, and sharp angles. 2. Welds shall have sufficient strength to withstand the loads applied. 05500 -2 8/13/93 PAVILION MALL RENOVATION SECTION 05500 TUKWILA, WASHINGTON METAL FABRICATIONS 3. For items exposed to view or subject to contact, grind welds smooth and level with adjacent surfaces; remove all burrs from cut edges. [Fill imperfections with body putty as necessary for a smooth even finish.] 4. Bend curved sections to a smooth radius free from buckles and twists. 5. Fabrications in exterior locations shall be fabricated to shed water. B. Fabrication of Elements to Receive Galvanized Coatings: 1. Fabricate in accordance with the applicable requirements of ASTM A143, A384, and A385. 2. All welding slag and burrs shall be removed prior to galvanizing. 3. Care shall be taken to avoid fabrication techniques which could cause distortion or embrittlement of the steel. 2.03 FABRICATION - ALUMINUM FABRICATIONS. A. Verify all dimensions, and fabricate to detail with accurate sizes and shapes, straight lines, smooth curves, and sharp angles. Flat surfaces shall be smooth with no dents, or waves. (Mechanical fasteners in contact with aluminum shall be stainless steel or aluminum). Weld marks shall be without visible weld marks or deformations. Grind and polish all weld marks smooth before finishing. Finish shall be as specified in the Metal Finishes Manual. 2.04 SHOP FINISHES A. Hot Dip Galvanizing: 1. Steel fabrications shall be galvanized in accordance with ASTM A123. Bolts, nuts, washers, and other hardware shall be galvanized in accordance with A153. 2. Surface Finish: The galvanized coatings shall be continuous, firmly adhered, smooth, evenly distributed, and free from defects detrimental to the usefulness of the product. 3. Locations: Provide hot dip galvanizing for all metal fabrications [in exterior or moist conditions, and where noted. Provide as substrate for all exterior fabrications to receive exterior special finish.] B Interior Primed finish: 1. Preparation: Solvent clean in accordance with SSPC -SP1. Remove rust and scale by wire brushing, scraping, and sanding down to bare metal in accordance with SSPC -SP2 and SP3. Where SP2 and SP3 measures are insufficient, provide commercial blast cleaning in accordance with SSPC -SP6. Immediately apply specified prime coat. 2. Apply interior primer in accordance with manufacturer's recommendations. 3. Locations: Provide at all interior metal fabrication exposed to view, and other fabrications as scheduled. Do not prime surfaces to be embedded in concrete, and surfaces to be field welded. C. Aluminum Finishes: Clear anodized. 2.05 PROTECTION A. For Metal in contact with concrete, masonry, and other dissimilar materials, provide contact surfaces with coating of an approved zinc - chromate primer in manner to obtain not less than 1.0 mil dry film thickness. 8/13/93 05500 -3 SECTION 05500 METAL FABRICATIONS TUKWILA, WASHINGTON PAVILION MALL RENOVATION PART 3 EXECUTION 3.01 EXAMINATION A. Prior to starting work, carefully inspect installed work of other trades and verify that such work is complete to the point where work of this Section may properly commence. Notify the Developer in writing of conditions detrimental to the proper and timely completion of the work. B. Do not begin installation until all unsatisfactory conditions are resolved. Beginning work constitutes acceptance of conditions as satisfactory. 3.02 INSTALLATION A. Install metal fabrications in accurate locations shown. Unless indicated otherwise, fabrications shall be installed plumb and level. B. Provide all anchorage devices as indicated and required for a secure installation. C. Touch -up all surfaces damaged during installation. Patch all welds and damage marks with matching primer. D. Install the following fabrications with the additional requirements specified below: 1. Standard Steel Pipe Rails: a . Expansion Joints: Provide expansion joints in railing; form with internal sleeve extending 2 inches beyond joint each side and fasten securely to one side. Unless otherwise indicated, provide joints spaced in accordance with NAAMM recommendations. b. Posts inserted in sleeves: Securely wedge vertical railing supports and seal with non - shrink grout. c. Tolerances: Set posts plumb and aligned to within 1/4 inch in 12 feet; set rails horizontal or parallel to rake of steps or slope of ramp to within 1/4 inch in 12 feet. END OF SECTION 05500-4 8/13/93. PAVILION MALL RENOVATION SECTION 05511 TUKWILA, WASHINGTON DESIGN /BUILD EXIT STAIRS PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Exit stairs and foundation. 2. Structural design of exit stairs. B. Related Sections: 1. 05500 - Metal Fabrications: Stairs and ladders not specified in Sections 05510 and 05511. 2. 09900 - Painting: Finish coatings. C. Drawings, the provisions of the Agreement, including bonds and certificates, the General Conditions, and Division 1 specification sections apply to all work of this Section. D. Substitutions: Substitute products will be considered only under the terms and conditions of Section 01600. 1.02 SYSTEM DESCRIPTION A. Unless specified otherwise, stair system shall be fabricated from steel. Design details indicated may be modified by the fabricator subject to the specified requirements. B. Stair systems shall include foundation, stairs, landings, handrails, guardrails,floor edge channels or angles, and all supports and anchors to adjacent construction. Handrails shall be mounted to the stairs. C. Floor construction, as indicated on the Drawings, includes bearing capacity to support steel stairs and design live loading, except for slab edge supports which are to be provided under the work of this Section. Stair system shall accommodate the surrounding construction indicated. All modifications to structure as required to support or otherwise accommodate the design /build stairs shall be the responsibility of the Contractor. Changes in dimension or location of finish surfaces indicated are subject to prior approval by the Architect. The Contractor shall reimburse the Owner for the Architect's charges for redesign necessitated by changes in building structure to accommodate stairs. D. Tread, landing, and stringer deflections shall be limited to 1/360 span under design live loading. E. Stair treads, nosings, and landing surfaces shall have non -slip finish. Risers shall have closed design. F. Stair treads shall be prefabricated concrete or metal pan with cast -in -place concrete, precast concrete, or epoxy fill. Epoxy coated steel is not acceptable. G. Size stairs for a clearance of 1 to 1-1/2 inches between the stringers and landing edges and the finish surface of the adjacent wall. 1.03 QUALITY ASSURANCE A. Structural Design: Structural design of the stair system shall be by a Structural Engineer Licensed to practice in the State of Washington. 8/13/93 05511 -1 SECTION 05511 PAVILION MALL RENOVATION DESIGN /BUILD EXIT STAIRS TUKWILA, WASHINGTON B. Regulatory Requirements: 1. Stair system shall meet the requirements of Uniform Building Code, including City of Tukwila Amendments, and applicable code requirements for the handicapped. 2. Furnish all calculations, engineer's stamps, drawings, and other items required by the code authorities to obtain approval of the installation. C. Fabricator Qualifications: Minimum of 5 years experience in the fabrication of exit stairs of the type specified. 1.04 SUBMITTALS A. Make submittals in accordance with Section 01300. B. Shop Drawings: 1. Show materials, finishes, fastening systems, blocking requirements, and connections to surrounding construction. 2. Shop drawings shall bear the stamp of the designing structural engineer. PART 2 PRODUCTS 2.01 APPROVED MANUFACTURERS A. The Sharon Companies Ltd. Medina, OH B. American Stair Corporation,Willow Springs, IL . C. Pacific Stair, Salem, OR. 2.02 FABRICATION A. Fabricate stairs and rails in accordance with approved shop drawings. B. Form exposed work true to line and level with accurate angles and surfaces and straight sharp edges. Ease exposed edges to a radius of approximately 1/32" unless otherwise indicated. Form bent -metal corners to smallest radius possible without causing grain separation, or otherwise impairing the work. C. Welding: Comply with AWS standards. D. Provide galvanic isolation between dissimilar metals. E. Joints at mechanical and adhesive fastenings shall be accurately fitted to present neat hairline joints; welded connections exposed to view shall be neat and uniform, free of spatter and protrusions. F. Shop Applied Paint Coatings: 1. Steel materials shall be shop primed to receive paint coatings as specified in Section 09900. 2. Finish coatings may be field or shop applied as specified in Section 09900. Coordinate with the work of Section 09900. 05511 -2 8/13/93 PAVILION MALL RENOVATION TUKWILA, WASHINGTON SECTION 05511 DESIGN /BUILD EXIT STAIRS PART 3 EXECUTION 3.01 EXAMINATION A. Prior to starting work, carefully inspect installed work of other trades and verify that such work is complete to the point where work of this Section may properly commence. Notify the Developer in writing of conditions detrimental to the proper and timely completion of the work. B. Do not begin installation until all unsatisfactory conditions are resolved. Beginning work constitutes acceptance of conditions as satisfactory. 3.02 PREPARATION A. Place inserts, blocking , and related support framing in adjacent construction in accordance with construction sequence requirements. 3.03 INSTALLATION A. Install in accordance with the approved shop drawings. B. Perform field assembly in accordance with specified fabrication requirements. C. Repair all damage caused by installation; retouch damaged paint finishes. END OR SECTION PAVILION MALL RENOVATION SECTION 05700 TUKWILA, WASHINGTON ORNAMENTAL METAL PART1 GENERAL 1.01 SUMMARY A. Sections Include: Architectural quality ornamental metal work exposed to view in the finished Work. 1. Handrails and mounting brackets at ramp to Burlington's entrance. B. Related Sections: [edit] 1. 05500 - Metal Fabrications: Architectural steel fabrications. 2. 06100 - Rough Carpentry: Blocking. C. Drawings, the provisions of the Agreement, including bonds and certificates, the General Conditions, and Division 1 specification sections apply to all work of this Section. D. Substitutions: Substitute products will be considered only under the terms and conditions of Section 01600. 1.02 REFERENCES A. American Society for Testing and Materials (ASTM): 1. B209 - Aluminum and Aluminum Alloy Sheet and Plate. 2. B221 - Aluminum and Aluminum Alloy Extruded Bar, Rod, Wire, Shape, and Tube. 1.03 SYSTEM DESCRIPTION A. Structural Requirements for Railing Assemblies: 1. Railings shall be capable of resisting a force of 200 lbs at any point in any direction without damage or permanent set. 2. Railings shall be capable of resisting a force of 50 plf in any direction without damage or permanent set. 1.04 SUBMITTALS A. Make submittals in accordance with Section 01300. B. Shop Drawings: 1. Indicate materials, thicknesses, finishes, dimensions, methods of joining and anchoring, and relationship to adjacent construction. 2. Include all typical and special details drawn at full scale. 3. Note all conditions which may affect the appearance of the finished work. 4. Indicate provisions for material isolation. C. Samples: Submit samples of each material and finish combination; minimum 12 inches long for linear samples. 1.05 QUALITY ASSURANCE A. Fabricator Qualifications: Minimum of 3 years experience in high quality non ferrous ornamental metal work of the type and scope specified. Able to show evidence of experience when requested by the Developer. Aluminum and Bronze Fabricators, Inc. Seattle, WA. is an approved fabricator. 8/13/93 05700 -1 SECTION 05700 PAVILION MALL RENOVATION ORNAMENTAL METAL TUKWILA, WASHINGTON PART 2 PRODUCTS 2.01 MATERIALS A. Aluminum: 1 -1/2 inch outside diameter handrail. Extrusions: ASTM B221, 6063 -T5 alloy and temper. 2.02 FABRICATION A. Accurately fabricate work and fit to field conditions. B. Fabricate with clean lines, and free of bends and twists. Curved surfaces shall have smooth and uniform radiuses. Flat surfaces shall form true planes, free of oil canning. C. Leave no open joints, except where indicated or required for expansion and contraction. Exposed joints shall be uniform, straight, and hairline. D. Welding and Brazing: 1. Limit welding and brazing to locations or methods where weld and brazing marks will not be visible in the finished work. 2. The use of paint coatings to conceal welding or brazing discoloration is not acceptable. 3. Finish brazed and welded areas to match adjacent surfaces. E. Unless indicated otherwise, provide concealed fasteners wherever possible. Where not possible, exposed fasteners shall match material and finish of adjacent finish materials. F. Use compatible materials. Where not possible, provide isolation of dissimilar materials. G. Material thicknesses indicated are minimum. Provide heavier material as necessary to meet the specified fabrication requirements. H. Finishes: 1. Aluminum: Anodized. PART 3 EXECUTION 3.01 EXAMINATION A. Prior to starting work, carefully inspect installed work of other trades and verify that such work is complete to the point where work of this Section may properly commence. Notify the Developer in writing of conditions detrimental to the proper . and timely completion of the work. B. Do not begin installation until all unsatisfactory conditions are resolved. Beginning work constitutes acceptance of conditions as satisfactory. 3.02 PREPARATION A. Where built -in anchors are required, furnish anchors to other trades for installation. Coordinate installation as necessary for proper placement and alignment. 05700 -2 8/13/93 PAVILION MALL RENOVATION TUKWILA, WASHINGTON SECTION 05700 ORNAMENTAL METAL 3.03 INSTALLATION A. Unless indicated otherwise, install all items plumb and level. Install elements accurately in the positions indicated. B. Support all work rigidly in position. Provide reinforcing anchors, and backing as detailed and as otherwise necessary for secure attachment. C. Install ornamental metal in accordance with applicable requirements specified for fabrication. D. Isolate ornamental fabrications from dissimilar materials. 3.04 PROTECTION A. Provide temporary protection for ornamental metal fabrications until substantial completion. END OF SECTION PAVILION MALL RENOVATION SECTION 06112 TUKWILA, WASHINGTON FRAMING AND SHEATHING PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Lumber Materials. 2. Plywood Materials. 3. Accessories. B. Related Work: 1. 08110 - Hollow Metal Doors and Frames 2. 08410 - Aluminum Windows and Storefronts 3. 09260 - Gypsum Board System C. Drawings, the provisions of the Agreement, including bonds and certificates, the General Conditions, and Division 1 specification sections apply to all work of this Section. D. Substitutions: Substitute products will be considered only under the terms and conditions of Section 01600. 1.02 REFERENCES A. ALSC - American Lumber Standards Committee: Softwood Lumber Standards. B. ANSI A135.4 - Basic Hardwood. C. ANSI A208.1 - Mat Formed Wood Particleboard. D. APA - American Plywood Association. E. AWPA - American Wood Preservers' Association: Book of Standards. F. FS - TT-W -571 - Wood Preservation: Treating Practices. G. NFPA - National Forest Products Association. H. RIS - Redwood Inspection Service: Standard Specifications for Grades of California Redwood Lumber. I. SFPA - Southern Forest Products Association. J. WCLIB - West Coast Lumber Inspection Bureau: Standard Grading Rules for West Coast Lumber. K. WWPA - Western Wood Products Association. 1.03 QUALITY ASSURANCE A. Lumber Grading Agency: Certified by ALSC. B . Plywood Grading Agency: Certified by APA. 8/13/93 06112 -1 SECTION 06112 FRAMING AND SHEATHING PAVILION MALL RENOVATION TUKWILA, WASHINGTON 1.04 REGULATORY REQUIREMENTS A. Conform to applicable code for [fire retardant] [size and type of fasteners] requirements. B. Conform to UL requirements to achieve rating indicated. 1.05 SUBMITTALS A. Submit product data under provisions of Section 01300. B. Provide technical data on wood preservative materials and application instructions. C. In Lieu of grade stamping exposed -to -view lumber and plywood, submit manufacturer's certificate under provisions of Section 01400 that products meet or exceed specified requirements. 1.06 DELIVERY, STORAGE, AND HANDLING A. Store and protect products under provisions of Section 01600. PART 2 PRODUCTS 2.01 LUMBER MATERIALS A. Lumber Grading Rules: NFPA, SFPA, or WCLIB. B. Beam Framing: Southern Pine, Hem -Fir, or Spruce- Pine -Fir species, No. 2 and Better grade, 19 percent maximum moisture content. C. Joist Framing: Southern Pine, Hem -Fir, or Spruce -Pine -Fir species, No. 2 and Better grade, 19 percent maximum moisture content. D. Non - structural Light Framing: Southern Pine, Hem -Fir, or Spruce - Pine -Fir species, Standard and Better grade, 19 percent maximum moisture content. E. Studding: Southern Pine, Hem -Fir, or Spruce -Pine -Fir species, Standard and Better grade, 19 percent maximum moisture content. 2.02 PLYWOOD MATERIALS A. Floor Sheathing: APA Structural I, Grade C -D; unsanded. 2.03 ACCESSORIES A. Fasteners: 1. Plain finish; size and type to suit condition. 2. Use ring shank nails at floor sheathing. B. Connectors: Simpson Company, Silver Metal Products. C. Joist Hangers: Galvanized steel, sized to suit joists and framing conditions. 06112 -2 8/13/93 r r s: 1 f r r i PAVILION MALL RENOVATION TUKWILA, WASHINGTON SECTION 06112 FRAMING AND SHEATHING D. Drywall Screws: Bugle head, steel, power driven type length of three times thickness of sheathing. PART 3 EXECUTION 3.01 FRAMING A. Erect wood framing members level and plumb. B. Place horizontal members laid flat, crown side -up. C. Construct framing members full length without splices. D. Double members at openings. Space short studs over and under opening to stud spacing. E. Construct double joist headers at floor and ceiling openings. Frame rigidly into joists. F. Construct double joists under wall studding. G. Bridge framing in excess of 8 feet span. Fit solid bridging at ends of members. 3.02 SHEATHING A. Secure subfloor perpendicular to floor framing with end joints staggered. Secure sheet edges over firm bearing. Attach sheathing with subfloor glue and drywall screws. 3.03 BLOCKING, NAILERS, AND CURBS A. Provide blocking, nailers, and curbs for all sheathing, roof construction, metal flashing, and other construction as indicated. B . Wood Blocking: Install wood blocking to receive mechanical fasteners for support of plumbing and electrical fixtures and equipment, cabinets, door stop plates, wood base, wainscots, coat hooks, toilet and bath accessories, kitchen equipment, and all other wall and ceiling mounted components. 3.04 TOLERANCES A. Framing Members: 1/4 inch maximum from true position. B . Surface Flatness of Floor: 1/4 inch in 10 feet maximum. END OF SECTION 8/13/93 06112 -3 PAVILION MALL RENOVATION SECTION 07900 TUKWILA, WASHINGTON SEALANTS PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Cleaning and preparation of joint surfaces; 2. Sealant and backing materials. B. Related Sections: 1. 08110 - Hollow Metal Doors and Frames. 2. 08410 - Aluminum Windows and Storefronts. 3. 09260 - Gypsum Board Systems: Control joints. C. Drawings, the provisions of the Agreement, including bonds and certificates, the General Conditions, and Division 1 specification sections apply to all work of this Section. D. Substitutions: Substitute products will be considered only under the terms and conditions of Section 01600. 1.02 REFERENCED STANDARDS A. American Society for Testing and Materials (ASTM) 1. C790 - Recommended Practices for Use of Latex Sealing Compounds. 2. C804 - Recommended Practice for Use of Solvent- Release Type Sealants. 1.03 SUBMITTALS A. Submit the following in accordance with Section 01300. 1. Product Literature for each material used. 2. Manufacturer's surface preparation and installation instructions. 3. Samples: a . Submit cured samples of each sealant type and color proposed for the work. b. For each sealant type indicated for "color as selected," or for which no color is indicated, submit manufacturer's standard color card indicating available stock colors for entire line of sealants of each type. 1.04 QUALITY ASSURANCE A. Installers: Use only skilled workmen specially trained in the techniques of sealing, and familiar with the published recommendations of the manufacturers of the sealants being used. B. Verify that sealants are compatible with the substrates and accessory materials provided under other Sections. Notify Developer of evidence of incompatiblity. 1.05 ENVIRONMENTAL CONDITIONS A. Install and protect installed sealants under conditions recommended by the manufacturer and as follows: 1. Do not apply sealant when ambient temperatures are below 40 degrees F, or expected to fall below 40 degrees F before sealant cure is complete. 2. Do not apply sealant to substrates or accessories that are moist. 8/13/93 07900 -1 SECTION 07900 PAVILION MALL RENOVATION SEALANTS TUKWILA, WASHINGTON 1.06 GUARANTEE A. Furnish guarantees in accordance with Section 01700. B. Furnish a 2 year installer's guarantee covering defects in materials and installation. C. Furnish Type 1 sealant manufacturer's standard 5 year warranty. PART 2 PRODUCTS 2.01 SEALANTS A. Type 1: ASTM C834; Tremco "Acrylic Latex Caulk ", Pecora "AC -20 ", Sonneborn "Sonolac" or approved; standard colors to match adjacent construction. 2. Type 2: ASTM C920, Type M, Grade NW, Class 25; Tremco "Dymeric "; Chem -Calk 500;, Pecora "Dynatrol II "; Sonneborn "Sonalastic NP -II "; PRC 'Permapol RC -2 ". 2.02 ACCESSORY MATERIALS A. Primer: Non - staining type, recommended by sealant manufacturer to suit application. B . Joint Cleaner. Non - corrosive and non - staining type, recommended by sealant manufacturer; compatible with joint forming materials. C. Joint Filler: Closed cell polyethelene foam; round profile; thickness approximately 130% of joint width. D. Bond Breaker: Pressure sensitive tape recommended by sealant manufacturer to suit application. PART 3 EXECUTION 3.01 EXAMINATION A. Prior to starting work, carefully inspect installed work of other trades and verify that such work is complete to the point where work of this Section may properly commence. Notify the Developer in writing of conditions detrimental to the proper and timely completion of the work. B. Do not begin installation until all unsatisfactory conditions are resolved. Beginning work constitutes acceptance of site conditions and responsibility for defective installation caused by prior observable conditions. C. Verify joint dimensions and conditions are acceptable to receive the work of this Section. 3.02 PREPARATION A. Clean and prepare joints in accordance with manufacturer's instructions. Remove any loose materials and other foreign matter which might impair adhesion of sealant. B. Apply masking tightly around joints to protect adjacent surfaces from excess sealant. 07900 -2 8/13/93 PAVILION MALL RENOVATION TUKWILA, WASHINGTON SECTION 07900 SEALANTS C. Prime as required for proper bond to substrate materials. D. Place backing materials to achieve proper sealant width /depth ratios and to prevent sealant sag. Use bond breaker where required. 3.03 INSTALLATION A. Perform work in accordance with ASTM C804 for solvent release and C790 for latex base sealants. B. Install sealant in strict accordance with manufacturer's instructions. C. Sealant beads shall have a sectional width to depth ratio of 2 to 1, except no bead shall have a depth greater than 3/4 inch. D. Apply sealant within recommended temperature ranges. Consult manufacturer when sealant cannot be applied within recommended temperature ranges. E. Tool joints concave, unless indicated otherwise. Finish free of air pockets, foreign embedded matter, ridges, and sags. 3.04 CLEANUP A. Clean adjacent surfaces free of excess sealant as the work progresses. Use cleaning agents recommended by the sealant manufacturer. B. Upon completion, remove and dispose of masking. 3.05 PROTECTION A. Protect sealant in joints subject to dirt, moisture, and traffic during the sealant curing process. Protection shall be able to resist traffic while remaining securely in position. 3.06 SCHEDULE A. Type 1: Provide at all interior joints, unless specified otherwise. B. Type 2: Provide at all exterior joints. Standard color as selected by the Developer. END OF SECTION 07900 -3 PAVILION MALL RENOVATION SECTION 08110 TUKWILA, WASHINGTON HOLLOW METAL DOORS AND FRAMES PART1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Rolled steel doors and frames. B. Related Sections: 1. 06100 - Rough Carpentry. 2. 08700 - Hardware. 3. 08739 - Door and Hardware Installation: Installation of doors and related hardware. 4. 09900 - Painting: Field painting of doors and frames. C. Drawings, the provisions of the Agreement, including bonds and certificates, the General Conditions, and Division 1 specification sections apply to all work of this Section. D. Substitutions: Substitute products will be considered only under the terms and conditions of Section 01600. 1.02 REFERENCES A. National Fire Protection Association (NFPA) 1. NFPA 80 - Fire Doors and Windows. B. Steel Door Institute (SDI) 1. SDI -100 - Standard Steel Doors and Frames. 2. SDI -105 - Recommended Erection Instructions for Steel Frames. C. American Society for Testing and Materials (ASTM) 1. A366 - Specification for Steel, Carbon, Cold Rolled Sheet Commercial Quality. 1.03 QUALITY ASSURANCE A. Conform to requirements of SDI -100. B . Installed frame and door assembly shall conform to NFPA 80 for fire rated class indicated. C. Where doors are noted with an hourly fire resistance rating, provide door and frame assemblies labeled by Underwriter's Laboratory, or any other testing laboratory approved by the local code authorities, to meet the hourly fire rating noted. D. Fire rated doors into stair shafts shall be constructed so that maximum transmitted temperature end point will not exceed 450 degrees F above ambient at the end of 30 minutes fire exposure, when tested in accordance with UBC Standard No 43 -2. 1.04 SUBMITTALS A. Make submittals in accordance with 01300. B. Submit shop drawings and product data. Indicate frame configuration, anchor types and spacings, location of cutouts for hardware, reinforcement, and finish. Indicate door elevations, internal reinforcement, closure method, and cut outs for glazing, reinforcing, and louvers. 8/13/93 08110 -1 SECTION 08110 PAVILION MALL RENOVATION HOLLOW METAL DOORS AND FRAMES TUKWILA, WASHINGTON C. Submit manufacturer's published literature for doors and frames. D. Submit manufacturer's installation instructions. 1.05 DELIVERY, STORAGE AND PROTECTION A. In accordance with Section 01600. B. Protect doors and frames with resilient packaging sealed with heat shrunk plastic. C. Break seal on -site to permit ventilation. PART 2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. Members of the Steel Door Institute and of the National Association of Architectural Metal Manufacturer's, subject to compliance with the specified requirements. 2.02 DOORS A. SDI -100, Type II, Style 3; (flush design). B. Minimum 18 gage face sheets for interior doors; minimum 16 gage face sheets for exterior doors. Fabricate face sheet from ASTM A366 steel sheet. C. Core: 1. Interior Doors: Vertical steel stiffeners with sound deadening fill between stiffeners, or resin impregnated kraft paper honey comb core. 2. Exterior Doors: Polystyrene or polyurethane foam core. D. Provide continuously welded seamless edges. No plastic fillers will be accepted. 2.03 FRAMES A. Design: Double equal rabbet, unless indicated otherwise; fully welded. B. Gages: 1. Exterior Frames: Minimum 14 gage. 2. Interior Frames: Minimum 16 gage for frames of door openings up to and including 4 feet in width; 14 gage for frames greater than 4 feet in width. 2.04 FABRICATION A. Fabricate frames as one piece welded units to the shapes indicated. B. Provide removable mullions where indicated. C. Shop fabricate units to accommodate the hardware specified in Section 08700, in the locations as specified in Section 08739. 08110 -2 8/13/93 r PAVILION MALL RENOVATION SECTION 08110 TUKWILA, WASHINGTON HOLLOW METAL DOORS AND FRAMES D. Fabricate frames and doors with hardware reinforcement plates welded in place. Reinforce for butts, closers, and other similar moving hardware items. Reinforcing shall be minimum 3/16 inch steel plate. Reinforce each butt with minimum 10-1/2 x 1 -1/2 inch plate on hinge sides of both door and frame. Reinforce for closers the full width of the door. E. Reinforce frames wider than 48 inches with roll formed steel channels fitted tightly into frame head, flush with top. F. Prepare frame for silencers; three single rubber silencers for single doors, and mullions of double doors, on strike side, and two single silencers on frame head at double doors without mullions. G. Attach fire rated label to each frame and door unit. H. Close top and bottom edges of doors with steel channel minimum 16 -gauge extending full width of door, spot welded to both faces. Close top edges of exterior doors flush with steel filler cap; seal joints watertight. I. Provide metal rain hood for exterior door frames. J. Grout interior frames with perlite aggregate plaster or gypsum plaster /sand mix. Protect jamb anchor holes. Recess grout as required to accommodate gypsum board construction. K. Finish: 1. Exterior Units: 0.60 oz /sq ft. galvanized. 2. Interior Units: Manufacturer's standard rust inhibiting primer. PART 3 EXECUTION 3.01 EXAMINATION A. Prior to starting work, carefully inspect installed work of other trades and verify that such work is complete to the point where work of this Section may properly commence. Notify the Developer in writing of conditions detrimental to the proper and timely completion of the work. B. Do not begin installation until all unsatisfactory conditions are resolved. Beginning work constitutes acceptance of site conditions and responsibility for defective installation caused by prior observable conditions. 3.02 INSTALLATION OF FRAMES A. Install frames in accordance with SDI -105 and in accordance with labeling requirements. B. Coordinate with wall construction for anchor placement. C. Coordinate installation of glass and glazing. D. Install accessories. E. Install roll formed steel reinforcement channels between two abutting frames. Anchor to structure and floor. 8/13/93 08110 -3 SECTION 08110 HOLLOW METAL DOORS AND FRAMES PAVILION MALL RENOVATION TUKWILA, WASHINGTON F. Installation Tolerances: 1. Maximum Diagonal Distortion: 1/16 inch measured with straight edge, corner to corner. 2. Install doors plumb and level to 1/16 inch in 7 feet. G. Door and hardware installation is specified in Section 08739. END OF SECTION fi dl 11 PAVILION MALL RENOVATION SECTION 08333 TUKWILA, WASHINGTON OVERHEAD COILING GRILLES PART 1 GENERAL 1.01 SUMMARY A. Section Includes: Overhead coiling grilles B. Related Sections: 1. 05500 - Metal Fabrications: Steel supports. 2. Electrical Design /Build: Installation of key operated push button station, conduit, and wiring. C. Drawings, the provisions of the Agreement, including bonds and certificates, the General Conditions, and Division 1 specification sections apply to all work of this Section. D. Substitutions: Substitute products will be considered only under the terms and conditions of Section 01600. 1.02 SYSTEM DESCRIPTION A. Overhead coiling grille assemblies shall include, without limitation, grilles, guides, brackets, counterbalance, hood, motor, control mechanisms, and all other accessories required for a complete installation. 1.03 QUALITY ASSURANCE A. Installers: Installation shall be performed by a factory trained and authorized representative. 1.04 SUBMITTALS A. Make all submittals in accordance with Section 01300, unless specified otherwise. B. Submit product data. C. Shop Drawings: Indicate details and dimensions of fabrication and installation, including closures, supports, tracks, locations of control boxes. D. Closeout Submittals: 1. Make closeout sumittals in accordance withSection 01700. 2. Submit maintenance manual and spare parts list, and name of nearest service representative. PART 2 PRODUCTS 2.01 GRILLE A. Cookson Type "FMG - Motor ". 1. Curtain: G5014 -M9 design aluminum curtain. 2. Finish: Clear anodized finish. 3. Motor Operator: 3 phase power (verify voltage with existing power); minimum [1 -1 /2J hp heavy duty motor operator; gear head drive. 4. "Featheredge" stop or reversing mechanism. 5. Key operated control box. 8/13/93 08333 -1 SECTION 08333 OVERHEAD COILING GRILLES PAVILION MALL RENOVATION TUKWILA, WASHINGTON B. Products of Cookson are listed as the standard for approval, similar and equal products by Atlas Door Corporation, Wayne Dalton, Cornell, Pacific Rolling Door Company, R&S Rolling Door Products, and Overhead Door Company, will be accepted, subject to the specified requirements. PART 3 EXECUTION 3.01 EXAMINATION A. Prior to starting work, carefully inspect installed work of other trades and verify that such work is complete to the point where work of this Section may properly. commence. Notify the Architect in writing of conditions detrimental to the proper and timely completion of the work. B. Do not begin installation until all unsatisfactory conditions are resolved. Beginning work constitutes acceptance of site conditions and responsibility for defective installation caused by prior observable conditions. 3.02 INSTALLATION A. Install grille and operating equipment complete with accessories in accordance approved shop drawings, and manufacturer's recommendations. 3.03 FIELD QUALITY CONTROL A. Verify that moving parts operate smoothly, coiling grilles are free from warp, twists, or distortion, . grilles remain in required position, and safety features function properly. B. Repair damage to overhead coiling grilles to match manufacturer's original finish. Replace components which cannot be properly repaired. 3.04 ADJUST A. Adjust mechanism so moving parts operate smoothly. 08333 -2 8/13/93.. 1 1 1 1 t 1 i i PAVILION MALL RENOVATION TUKWILA, WASHINGTON SECTION 08410 ALUMINUM WINDOWS AND STOREFRONTS PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Aluminum framed storefront and window systems. B. Related Sections: 1. 07900 - Sealants: Perimeter joint fillers. 2. 08800 - Glazing: Glass and glazing C. Drawings, the provisions of the Agreement, including bonds and certificates, the General Conditions, and Division 1 specification sections apply to all work of this Section. D. Substitutions: Substitute products will be considered only under the terms and conditions of Section 01600. 1.02 REFERENCES A. American Society for Testing and Materials (ASTM): 1. B209 - Aluminum and Aluminum Alloy Sheet and Plate. 1 B221 - Aluminum Alloy Extruded Bars, Rods, Wire, Shapes, and Tubes. 1.03 SYSTEM DESCRIPTION A. System shall accommodate expansion and contraction caused by a temperature range of [- 20] degrees F. to [+ 160] degrees F. without detrimental effects to components, sealing systems, and surrounding construction. B. Structural Design: Limit mullion deflection to 1/175, or flexure limit of glass with full recovery of glazing materials, whichever is less. 1.04 SUBMITTALS A. Make submittals in accordance with 01300. B. Shop Drawings: Include wall opening dimensions, component dimensions, tolerances required, anchorages and fasteners, and installation details. C. Samples: Submit one sample of each type of extrusion; 12 inch minimum length. Finish as specified. D. Product Data: Manufacturer's Complete product data and installation instructions for a components proposed. E. Submit certified test report data verifying structural compliance of systems similar to those to be provided. F. Submit verification that the systems have been tested to meet the performance requirements specified. 8/13/93 08410 -1 SECTION 08410 ALUMINUM WINDOWS AND STOREFRONTS PAVILION MALL RENOVATION TUKWILA, WASHINGTON 1.05 MANUFACTURER'S WARRANTY A. Furnish five year written warranty executed to the Developer, from the manufacturer of the storefront system, against defects in materials and workmanship, in accordance with Section 01700. 1.06 GUARANTEE A. Furnish from the installer, a five year written guarantee against defects in installation in accordance with Section 01700. 1.07 DELIVERY, STORAGE, AND HANDLING A. In accordance with Section 01600. PART 2 PRODUCTS 2.01 MATERIALS A. Extruded Aluminum: ASTM B221; 6063 T5 alloy and temper. B. Sheet Aluminum: ASTM B209; 5005 -H32 alloy, or approved. 2.02 COMPONENTS A. Storefront and Window Framing: Kawneer 450, or approved; 1-3/4 x 4 -1/2 inch extruded aluminum section; center set flush design. B. Glazing Beads: manufacturer's standard "Santoprene ", silicone, or EPDM glazing beads, for a complete weatherproof seal; premolded or welded corners. Furnish for installation as a part of the work of Section 08800. C. Glass: As specified in Section 08800. D. Sealants: As specified in Section 07900. 2.03 FABRICATION A. Fabricate frames allowing for shim spacing around perimeter of assembly, yet enabling installation. B. Rigidly fit joints and corners. Accurately fit and secure corners tight. Make corner joints flush, hairline. Seal joints with sealant. D. Prepare components to receive anchorage devices. Fabricate anchorage items. E. Provide internal reinforcement in mullions with members to maintain rigidity. H. Finish: 1 70% resin "Kynar 500 "or "Hylar 50000" PVDF or approved. Apply in accordance with manufacturer's recommendations. Provide at all exposed aluminum surfaces. Dark bronze anodized finish; .7 mil minimum thickness. 08410 -2 8/13/93 PAVILION MALL RENOVATION TUKWILA, WASHINGTON SECTION 08410 ALUMINUM WINDOWS AND STOREFRONTS 2. Touch -Up: Furnish manufacturer's standard compatible color matched air -dry system for touch -up after installation. PART 3 EXECUTION 3.01 EXAMINATION A. Prior to starting work, carefully inspect installed work of other trades and verify that such work is complete to the point where work of this Section may properly commence. Notify the Developer in writing of conditions detrimental to the proper and timely completion of the work. B. Do not begin installation until all unsatisfactory conditions are resolved. Beginning work constitutes acceptance of site conditions and responsibility for defective installation caused by prior observable conditions. 3.02 INSTALLATION A. Use anchorage devices to securely attach frame to structure. B. Align frames plumb and level, free of warp or twist. Maintain dimensional tolerances, aligning with adjacent work. C. Perimeter sealant is provided under Section 07900 - Sealants. D. Protect aluminum from dissimilar materials with a coating of bituminous paint, a minimum 1 mil thickness of zinc chromate primer, plastic separator materials, or isolation tape. Keep isolation materials unexposed to view. 3.03 CLEANING A. Remove protective material from prefinished aluminum surfaces. B. Wash down exposed surfaces using a solution of mild detergent in warm water, applied with soft, clean wiping cloths. Take care to remove dirt from corners. Wipe surfaces clean. END OF SECTION PAVILION MALL RENOVATION TUKWILA, WASHINGTON SECTION 08700 HARDWARE PART 1 GENERAL 1.01 SUMMARY A. Section Includes: Finish hardware items. B. Related Sections [edit] 1. 01700 - Contract Closeout: Submittal of keys. 2. 08110 - Hollow Steel Doors and Frames. 3. 08331 - Overhead Coiling Doors: Keyed control boxes. 4. 08739 - Door and Hardware Installation. C. Drawings, the provisions of the Agreement, including bonds and certificates, the General Conditions, and Division 1 specification sections apply to all work of this Section. D. Substitutions: Substitute products will be considered only under the terms and conditions of Section 01600. 1.02 SUBMITTALS A. Make all submittals in accordance with Section 01300, Submittals. B. Schedules: 1. Upon award of hardware contract, submit three (3) copies of the finish hardware schedule, organized into "hardware sets" and indicating complete designation of every item required for each door or opening. List in vertical form. Review of hardware schedules does not fulfill project requirements in accordance with Contract Documents. C. Templates: Furnish hardware templates to door and frame fabricators, and hardware installers. Upon request, check shop drawings of such other work to confirm that adequate provisions will made for the proper installation of hardware. D. Manufacturer's Data: Submit three (3) copies of manufacturer's data for each item of finish hardware. 1.03 QUALITY ASSURANCE A. Supplier: Finish hardware shall be supplied by recognized builders' hardware supplier who has been furnishing hardware in the same area as the project for a period of not less than two years. The supplier's organization shall include a member of the American Society of Architectural Hardware Consultants who is available at all reasonable times during the course of the work to meet with the Owner, Architect or Contractor for project hardware consultation. B. Installer: Finish hardware shall be installed only by experienced tradesmen in compliance with trade union jurisdictions, either at the door and frame fabrication plant or at the project site. C. Codes: 1. All finish hardware shall comply with applicable local and /or state current building codes. 2. Hardware for fire -rated openings shall also be in compliance with all fire building codes applicable to the district in which the building is located. Provide only hardware which has been tested and listed by UL for the types and sizes of doors required, and which complies with the requirements of the door and door frame labels. 8/13/93 08700 -1 SECTION 08700 PAVILION MALL RENOVATION HARDWARE TUKWILA, WASHINGTON 1.04 DELIVERY, STORAGE AND HANDLING A. Delivery: Deliver all hardware in manufacturers' original unopened undamaged packages, clearly identifying manufacturer, brand name, and contents. B. Replacements: In the event of damage, immediately make all repairs and replacements necessary. C. Mark each item of hardware as to description and location of installation in accordance with approved hardware schedule. D. Protection: Use all means necessary to protect the finish on hardware before, during and after installation. 1.05 GUARANTEES A. In addition to required one year warranty under Conditions of the Contract, furnish 5 -year unconditional guarantees for all door closers, under provisions of Section 01700. 1.06 MAINTENANCE A. Factory representatives for door closers, exit bolts, and locksets shall be available during the construction to instruct the Contractor on the proper method of installation of their materials. They shall inspect and adjust their materials at the completion of the work, and supply proper maintenance manuals to the Owner. B. Furnish two (2) sets of special tools for installation and maintenance of hardware. Tools for maintenance and adjustments are to be delivered to the Owner upon completion of the work. PART 2 PRODUCTS 2.01 HARDWARE A. Furnish hardware items as scheduled and specified. B. Except as listed in the following paragraphs, no substitutions of materials will be allowed unless approved by the Developer five days prior to bid opening. 2.02 FINISHES A. In general, unless otherwise indicated, finishes shall be satin chrome US26D with US32D for items of stainless steel. 2.03 KEYING A. General: Key to match existing system. B. Locksets, exit devices, and cylinders (all standard cylinder items) shall be: 1. Greatgrandmasterkeyed under Owner's greatgrandmasterkey system. 2. Keying shall be established specifically for the Developer by the manufacturer. 08700 -2 8/13/93 PAVILION MALL RENOVATION TUKWILA, WASHINGTON SECTION 08700 HARDWARE 2.04 DOOR HARDWARE A. Butts: 1. In the following paragraphs where McKinney Sales Company numbers are listed, equivalent items of Lawrence or the Stanley Works may be supplied. 2. Exterior doors (outswing) over 38" wide shall have McKinney T4A3386 butts, size 5 x 4-1/2. 3. Exterior doors (inswing) over 38" wide shall have McKinney T4A3786 butts, size 5 x 4-1/2. 4. Exterior doors (outswing) 38" wide or less shall have McKinney TA2314 butts, size 4-1/2 x 4-1/2. 5. Exterior doors (inswing) 38" wide or less shall have McKinney TA2714 butts, size 4-1/2 x 4-1/2. 6. Interior doors over 38" wide shall have McKinney T4A3786, size 5 x 4-1/2. 7. All other interior doors 38" wide or less shall have McKinney TA2714, size 4-1/2 x 4-1/2. 8. Provide butts listed in paragraphs 2 and 3 with nonremovable pins (set screw in barrel, pin nonremovable when door is closed), and safety stud. 9. All doors shall have 3 butts. 11. Butt widths listed are minimum. Provide butts of wider throw to suit conditions for 1800 operation of doors, structural conditions permitting. B. Locksets and Cylinders: 1. Manufacturer a . Locksets- Sargent & Company 8143, LNH design. b. Cylinders - Key to existing system. 2. Provide lock strikes with minimum projection to protect trim. 3. Provide wrought boxes. C. Exit Devices and Removable Mullions: 1. Manufacturer. Von Duprin. 2. Exit Devices: a . Type 1: 99L -F x 20 x 99ALK alarm. b. Type 2: 99L -F -BE x 20. c. Type 3: 9927L -F BE x 20. d. Type 4: 99E0 x 99ALK alarm. e. Type 5: 99NL -OP x 99ALK alarm. 3. Removable Mullion: 4954, prime coated. D. Door Closers: 1. Manufacturer: a . Sargent & Company b. LCN Closers, Inc. 2. Types: a. Sargent 250 Rectangular series or b. LCN 4010 -4110 Rectangular series 3. Provide suitable feet and proper length arms to suit all conditions. 4. Sizes shall be as recommended by the manufacturer. Closers shall have a 5 -year unconditional guarantee. Finish shall be sprayed bronze lacquer. 5. Maximum closure pressure 8.5 pounds, per handicap code. E. Kick Plates: 1. Material: 0.050 inch, stainless steel, beveled 3 sides with stainless steel screws. 2. Height: 12" unless otherwise listed in Hardware Groups. Width shall be full width of doors minus 1/4" clearance at sides exclusive of stops. Install kick plates for push side of doors unless otherwise listed in Hardware Groups. 8/13/93 08700-3 SECTION 08700 PAVILION MALL RENOVATION HARDWARE TUKWILA, WASHINGTON F. Wall Stops: Manufacturer: H.B. Ives; 406-1/2 - wall, unless scheduled otherwise. G. Silencers: Type GJ64 for metal jambs, 3 for single jambs and 2 for double jambs. H. Thresholds and Weatherstripping: 1. Makes: Pemko Mfg. Co., or approved equal. 2. Thresholds: 170A. 3. Weatherstripping. 297AV. 4. Sweep Strips: 315CN. I. Cylinder Pull: Stainless Steel, Brookline 771. 2.05 HARDWARE GROUPS A. Furnish for each assembly, the items scheduled within the designated hardware groups: HW -1 J-IW -4 Butts Butts Exit Device - Type 1 Exit Device - Type 3 at each leaf Cylinders Closers - each leaf Closer Kickplate - each leaf Wall Stop Wall Stop Silencers Silencers HW-2 J-4W -5 Butts Butts Exit Device - Type 2 Exit Device - Type 4 at each leaf Closer Removable Mullion Kickplate Closers - each leaf Wall Stop Weatherstripping Silencers Threshold Sweep Strips J-IW -3 HW -6 Butts Butts Mortise Lockset Exit Device - Type 5 Cylinders Cylinder Closer Cylinder Pull Wall Stop Closers Weatherstripping Threshold Sweep Strips PART 3 EXECUTION 3.01 INSTALLATION A. Installation of hardware is specified in Section 08260. END OF SECTION 087004 8/13/93 ti r 1 41 PAVILION MALL RENOVATION SECTION 08739 TUKWILA, WASHINGTON HARDWARE INSTALLATION PART1 GENERAL 1.01 SUMMARY A. Section Includes 1. Installation of hardware specified in Section 08700. 2. Installation of hollow steel doors in frames installed in other Sections. B. Related Sections: 1. 08110 - Hollow Steel Doors and Frames. 2. 08700 - Finish Hardware. C. Drawings, the provisions of the Agreement, including bonds and certificates, the General Conditions, and Division 1 specification sections apply to all work of this Section. 1.02 QUALITY ASSURANCE A. Installers of doors and finish hardware shall be skilled mechanics experienced in this type of work. B. Fire rated doors and hardware shall be installed in accordance with the labeling requirements. 1.03 ENVIRONMENTAL CONDITIONS A. Do not subject wood doors to abnormal heat, dryness, or humidity, or sudden changes thereof. Condition doors to average prevailing humidity prior to hanging. PART 2 PRODUCTS 2.01 DOORS, FRAMES, AND HARDWARE A. Doors, frames and hardware are specified in other sections. PART 3 EXECUTION 3.01 EXAMINATION A. Prior to starting work, carefully inspect installed work of other trades and verify that such work is complete to the point where work of this Section may properly commence. Notify the Developer in writing of conditions detrimental to the proper and timely completion of the work. B. Do not begin installation until all unsatisfactory conditions are resolved. Beginning work constitutes acceptance of site conditions and responsibility for defective installation caused by prior observable conditions. 3.02 FINISH HARDWARE INSTALLATION A. Installer shall receive delivery and unpack, tag, index, and file all keys. Keep hardware in a separate room under lock and key at the site until installation is made. 8/13/93 08739 -1 SECTION 08739 PAVILION MALL RENOVATION HARDWARE INSTALLATION TUKWILA, WASHINGTON B. Verify all dimensions and be responsible for the correct installation and fit of hardware at the locations indicated on the drawings and as specified. C. Install each hardware item in compliance with the manufacturer's instructions and recommendations. D. Wherever cutting and fitting are required to install hardware onto or into surfaces which are later to be painted or finished in another way, install each item completely and then remove and store in a secure place during the finish application. After completion of the finishes, reinstall each item. Do not install surface - mounted items until finishes have been completed on the substrate. E. Coordinate the installation of hardware components requiring electrical connection. F. Hardware Mounting Heights: Mounting heights are based on recommendations of the National Builders Hardware Association (NHBA). Generally, mount hardware units at the following locations on each door or door opening, except as otherwise indicated on the drawings or required to meet code and handicapped requirements. Verify any conflicts with location of other hardware for proper clearances for installation prior to cutting or milling for specified hardware. Notify Developer immediately if such conflicts are determined. 1. Latch and Locksets: 38 inches finish floor to center of knob. 2. Dead Locks: 52 inches finish floor to center of cylinder. 3. Emergency Exit Cross Bar: 36 inches from finish floor. 4. Push /Pull: 42 inches finish floor to centerline of push /pull. 5. Push Plate: 1/2 inch from edge of door; 50 inches to center line of plate. 6. Kick Plates: Mount at bottom edge of door and 1/2 inch from outside edge of door.; 7. Top Hinge: 5 inches from top of door to top of hinge. 8. Bottom Hinge: 10 inches from finish floor to bottom of hinge. 9. Center Hinge: Equal distance between top and bottom hinges. 10. Multiple hinge locations shall be equally spaced between top and bottom hinge. 11. Wall Stops: Centerline of knob or point of first contact. 12. Thresholds: Mount at exterior doors such that slope breakpoint on threshold is at lead edge of door. Set in full bed of caulking material. 13. Closing: Mount for maximum degree of opening obtainable considering other hardware provided and opening conditions. Size losers for conditions and code requirements. 14. Trim /Protection: kickplate shall be 2" LDW x height indicated. 15. Other hardware items shall be located as recommended by NBHA, or as may be shown or required otherwise.] 3.03 ADJUSTMENT AND CLEANING A. Adjust and check each operating item of hardware and each door to ensure proper operation of function of every unit. Lubricate moving parts with graphite type lubricant unless otherwise recommended by the hardware manufacturer. Replace units which cannot be adjusted and lubricated to operate freely and smoothly as intended for the application made. 3.04 FINAL ADJUSTMENT A. Wherever hardware installation is made more than 1 month prior to acceptance or occupancy of a space or area, return to the work during the week prior to acceptance or occupancy and make a final check and adjustment of all hardware items in such space of area. Clean and relubricate operating items as necessary to restore proper function and finish of hardware and doors. Adjust door control 08739 -2 8/13/93 PAVILION MALL RENOVATION SECTION 08739 TUKWILA, WASHINGTON HARDWARE INSTALLATION devices to compensate for final operation of heating and ventilating equipment, spring power, back check, closing and latching speeds, and handicap requirements. B. Protect all items of finish hardware from damage until acceptance of the building. C. Instruct Developer's personnel in proper adjustment of hardware and hardware finishes during the final adjustment of hardware. : END OF SECTION PAVILION MALL RENOVATION TUKWILA, WASHINGTON SECTION 08800 GLAZING PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Glass and glazing for aluminum storefronts. B. Related Sections: 1. 08410 - Aluminum Storefronts C. Drawings, the provisions of the Agreement, including bonds and certificates, the General Conditions, and Division 1 specification sections apply to all work of this Section. D. Substitutions: Substitute products will be considered only under the terms and conditions of Section 01600. 1.02 REFERENCES A. American Society for Testing and Materials (ASTM): 1. C1036 - Standard Specification for Flat Glass. 2. C1048 - Standard Specification for Heat Treated Flat Glass, Kind HS, Kind FT (Coated and Uncoated). B. Flat Glass Marketing Association (FGMA): FGMA Glazing Manual. C. American National Standard (ANSI): Z97.1 - Performance Specifications and Test Methods for Safety Glazing Materials in Buildings. D. International Conference of Building Officials - Uniform Building Code (UBC) - currently enforced edition. 1.03 GLASS PERFORMANCE CRITERIA A. Stress Analysis: 1. The glass manufacturer shall perform stress analysis to determine the proper glass thickness and treatment required to resist the structural and thermal stresses for each glazing condition. All costs in conjunction with the analysis shall be borne by the Contractor. 2. Should the stress analysis show that glass of greater strength or thickness is required over that scheduled, then all such changes shall be included in the bid price. The Contractor shall not be entitled to any claims for additional compensation for his failure to meet this requirement. B. Structural Criteria: 1. Design for a glass breakage factor of 2.5 based on statistical glass breakage of 8 lites per 1,000. 2. Center Deflection: Maximum deflection shall not exceed L/175 or 3/4 inch, whichever is less. 1.04 QUALITY ASSURANCE A. Comply with all pertinent recommendations contained in the "Manual of Glazing" of the Flat Glass Marketing Association. B. Safety Glass Standard: Comply with UBC code requirements. 8/13/93 08800 -1 SECTION 08800 PAVILION MALL RENOVATION GLAZING TUKWILA, WASHINGTON C. Qualifications of Glass Manufacturer: Provide glass produced by a nationally recognized manufacturer of high efficiency glass. D. Qualifications of Glazers: Provide personnel thoroughly trained and experienced in the skills required, and at least one person completely familiar with the referenced standards and the requirements of this Work, who shall personally direct installation of work herein. 1.05 SUBMITTALS A. Make submittals in accordance with 01300. B. Submittals specified in this Section shall be incorporated into submittal specified in other Sections, where glass is to be provided in those Sections. C. Shop Drawings: Show size and thicknesses of glass, proposed "bites" in frames, sizes and Iocations of blocking, spacers, beads, stops, and edge treatments. Note quality, type, and strength of each light. D. Product Data: Submit product data on glass, glazing materials. E. Samples: Submit 12 x 12 inch samples of each type of glass. Submit samples of obscured glass for selection by the Developer. F. Warranty: Submit draft of manufacturer's and fabricator's warranty for Developer's review. Draft of warranties shall be submitted concurrent with glass analysis submittal and shall include all specified inclusions. 1.06 DELIVERY, STORAGE, AND HANDLING A. Comply with applicable provisions of Section 01600. B. Provide cushions at edges of glass to prevent impact damage during shipment and storage. C. Keep vacuum cups free from foreign material that could scratch glass. D. Comply with insulating unit fabricators requirements for limits on exposure to reduced barometric pressure during shipment. 1.07 WARRANTY A. Submit warranties under provisions of Section 01700. B. Replace all installed units which fail under use with new conforming units. Replacement shall include coordination with the Developer, immediate provision for maintaining openings secure and weathertight, timely ordering and fabrication of replacement items as required, installation, and cleaning. C. Structural Failure: The Installer shall furnish written guarantee to replace all glass units broken by temperature changes, flaws in materials, environmental conditions (excluding fire and impact), and normal deflection conditions for one year. No allowances for statistical probability of breakage under anticipated loading conditions will be made in consideration of failure of glass 08800 -2 8/13/93 1 PAVILION MALL RENOVATION TUKWILA, WASHINGTON SECTION 08800 GLAZING materials under load. This warranty shall include all labor and materials for replacement of failed unit(s). PART 2 PRODUCTS 2.01 GLASS A. Provide the following glass where noted on the drawings: 1. Vision Clear Glass: ASTM C1036, Type I, class 1(clear), quality q3 glazing select, 1/4" thick. 2. Obscured Glass: "ASAHI" 1/4" glass by Pan Lam Industries. The Developer will select glass from manufacturer's samples. 2.02 ACCESSORIES A. Setting Blocks: Neoprene; 70-90 Shore A durometer hardness; 4 inches long x 1/4 high x width as required for application indicated. B. Glazing Tape (Interior): Norton "V -980," PTI "303," or approved. Size: 1/8 inch by 1/2 inch. 2.03 FABRICATION A. Laminated Glass: Two layers of glass as scheduled with a patterned vinyl interlayer. PART 3 . EXECUTION 3.01 EXAMINATION A. Prior to starting work, carefully inspect installed work of other trades and verify that such work is complete to the point where work of this section may properly commence. Notify the Developer in writing of conditions detrimental to the proper and timely completion of the work. B. Do not begin installation until all unsatisfactory conditions are resolved. Beginning work constitutes acceptance of site conditions and responsibility for defective installation caused by prior observable conditions. C. Verify surfaces of glazing channels or recesses are clean, free of obstructions, and ready for work of this Section. 3.02 PREPARATION A. Clean contact surfaces with solvent and wipe dry. B. Seal frame corner joints, and other leakage points with sealant. At insulating glass units the sealant shall be compatible with the seal of the unit. Do not plug weep holes. C. Prime surfaces scheduled to receive sealant, unless otherwise recommended by the sealant manufacturer. 8/13/93 08800 -3 SECTION 08800 GLAZING PAVILION MALL RENOVATION TUKWILA, WASHINGTON C. Verify surfaces of glazing channels or recesses are clean, free of obstructions, and ready for work of this Section. 3.02 PREPARATION A. Clean contact surfaces with solvent and wipe dry. B. Seal frame corner joints, and other leakage points with sealant. At insulating glass units the sealant shall be compatible with the seal of the unit. Do not plug weep holes. C. Prime surfaces scheduled to receive sealant, unless otherwise recommended by the sealant manufacturer. 3.03 INSTALLATION A. Setting Blocks: Place setting blocks in frames for support of glass. Place at quarter points unless approved otherwise. B. Set glass tightly in position with proper clearances in accordance with the referenced standards. C. Perimeter glass clearances within setting frame shall be as required by the manufacturer to meet the requirements of UBC Table No. 54-C and as required to provide for wind, earthquake drift, and thermal expansion. D. Unless specified otherwise, glaze units with gaskets furnished with the framing systems specified in other sections. E. Adjust glazing materials to form a uniform sightline. 3.04 CLEANING A. Clean excess glazing materials from adjacent finished surfaces. B. Remove labels after work is completed. C. Provide tempered glass in hazardous locations to meet the requirements of UBC Chapter 54. END OF SECTION PAVILION MALL RENOVATION SECTION 09260 TUKWILA, WASHINGTON GYPSUM BOARD SYSTEMS PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Interior gypsum board. B. Related Sections: 1. 06100 - Rough Carpentry: Wood framing. 2. 09262 - Shaftwall Systems. C. Drawings, the provisions of the Agreement, including bonds and certificates, the General Conditions, and Division 1 specification sections apply to all work of this Section. D. Substitutions: Substitute products will be considered only under the terms and conditions of Section 01600. 1.02 REFERENCES A. American Society for Testing and Materials (ASTM): 1. C36 - Gypsum Wallboard. 2. C475 - Joint Treatment Materials for Gypsum Wallboard Construction. B. Gypsum Association (GA): 1. GA -216 - Recommended Specifications for the Application and Finishing of Gypsum Board. 1.03 REGULATORY REQUIREMENTS A. Perform work in accordance with GA 216, unless specified otherwise, or required otherwise to meet fire rating requirements. B. Provide assemblies meeting the hourly fire ratings indicated and specified. Assemblies shall be approved by the local jurisdictional authorities. C. Fire rating requirements take precedence over the construction requirements indicated. In the event of conflict, notify the Developer, and do not begin construction in the area of conflict until the conflict has been resolved. D. Assembly Instructions: Contractor shall keep at the site and make available to installers a copy of the following: 1. Installation requirements for each fire rated assembly. 2. GA 216. 1.04 SUBMITTALS A. Make submittals in accordance with 01300. B. Submit complete manufacturer's product literature and installation instructions for each of the materials used. 8/13/93 09260 -1 SECTION 09260 GYPSUM BOARD SYSTEMS PAVILION MALL RENOVATION s - TUKWILA, WASHINGTON PART 2 PRODUCTS 2.01 GYPSUM BOARD MATERIALS A. Provide boards of maximum permissible length for type of installation indicated, tapered edge for boards to be exposed, taped and finished; square edge for boards in concealed applications; 5/8 inch thick unless noted or specified otherwise; provide type X in fire rated partitions. B . Types: 1. Standard Board: ASTM C36. 2.02 ACCESSORIES A. Trim: 1. Conform to GA 216, unless indicated or specified otherwise. 2. Concealed flange screw -on type, metal or PVC at Contractor's option. Control Joint Trim: USG 093 or approved. 3. Reveal Moldings: Fry Reglet Co. , Pittcon Industries, Inc., Gordon Inc, or approved; aluminum extrusions with taping flanges; shapes as indicated. B. Joint Compound, Tape, and Finishing Compound: ASTM C475[; use setting type joint compound at water resistant and exterior soffit board]. C. Screws: ASTM C1002. PART 3 EXECUTION 3.01 EXAMINATION A. Prior to starting work, carefully inspect installed work of other trades and verify, that such work is complete to the point where work of this Section may properly commence. B. Notify the Developer in writing of conditions detrimental to the proper and timely completion of the work. C. Do not begin work until all unsatisfactory conditions are resolved. Beginning work constitutes acceptance of site conditions and responsibility for defective installation caused by prior observable conditions. 3.02 GYPSUM BOARD INSTALLATION A. Install gypsum board in accordance with GA 216, and fire rated assembly requirements. B. Erect wallboard so that all edges and corners are firmly supported. C. Use screws to fasten gypsum board to metal furring or framing. D. Double Layer Applications: 1. Use backing board or standard board for first layer. 2. Offset joints of second layer from joints of first layer. 09260 -2 8/13/93 r•. • t 4 PAVILION MALL RENOVATION SECTION 09260 TUKWILA, WASHINGTON GYPSUM BOARD SYSTEMS E. Trim: 1. Use longest practical lengths, with no piece less than 2 feet long for continuous runs greater than 8 feet. Securely fasten and align trim ends at joints. 2. Place concealed flange corner beads at all external corners. At angles other than 90 degrees, bend the flange to conform to the angle. 3. Place concealed flange type L trim where gypsum board abuts dissimilar materials. 4. Use J trim where sealant joint is indicated. F. Allow a 1/2 inch gap where gypsum board extends to overhead structure and deflection provisions are incorporated into lightgage metal framing. Do not fasten gypsum board to top runner. [Where the ceiling is exposed in the finished work, finish top edge with a casing bead, and caulk with acrylic sealant as specified in Section 07900.] G. Where board partitions abut masonry or concrete walls, allow a minimum of 1/4 and a maximum of 3/8 inch gap. Cover edge with a casing bead and seal with acrylic sealant as specified in Section 07900. 3.03 CONTROL JOINTS A. Discontinue gypsum board and use control joint trim at control joints. B. Coordinate with the framing installer to ensure that framing is installed immediately on either side of each control joint. C. Position control joints to intersect light fixtures, air diffusers, door openings, and other areas of stress concentration. D. Space control joints as follows: 1. At maximum 30 foot intervals along continuous wall planes. 2. At maximum 50 foot intervals at continuous ceilings with perimeter relief. 3. At maximum 30 foot intervals at continuous ceilings without perimeter relief. 4. At locations where expansion or control joints occur in the building structure. 5. Locate control joints to form rectangular or square sections, in "L," "U," "T," or other irregularly shaped areas. E. Verify location with the Developer prior to installation. Give the Developer a minimum of 48 hours notice. 3.04 FINISHING A. Taping: 1. Apply a uniform layer of taping compound to all joints and angles to be reinforced. 2. Apply reinforcing tape immediately centered over the joint and seated into the compound. 3. Skim coat shall follow immediately but shall not function as a fill or second coat. 4. Tape shall be properly folded and embedded in all angles to provide a true angle. B. Filling: 1. After taping compound has hardened, apply taping compound, filling the board flush with the surface. 2. The fill coat shall cover the tape and feather out slightly beyond the tape. C. Finishing: 8/13/93 09260 -3 SECTION 09260 GYPSUM BOARD SYSTEMS PAVILION MALL RENOVATION TUKWILA, WASHINGTON 1. Fastener Depressions: Apply taping compound to all fastener depressions followed when hardened by at least 2 coats of taping compound, leaving all depressions level with the plane of the surface. 2. Apply taping compound to all bead and trim, feathering out from the ground to the plane of the surface as specified for joints. 3. Finish joints with at least 2 coats of taping compound, each coat extending beyond preceding coat. Joints shall be feathered to 12 inches each side of the joint. 4. Feather the finish coat from the ground to the plane of the surface, with a maximum camber of 1/32 inch. 5. Where necessary to sand, do so without damaging the face of the gypsum board. 6. Provide a smooth wall surface with joints fully concealed. D. Smooth Wall Finish: 1. Provide a smooth wall finish, unless specified otherwise. 2. Skim coat all gypsum board surfaces subject to strong sidelighting, such as long corridors, and surfaces adjacent to skylights, windows, atriums, and surface or near surface mounted light fixtures. 3.05 TOLERANCES A. Install gypsum board with 1/8 inch in 10 feet maximum variation from plane in any direction. END OF SECTION 8/13/93 PAVILION MALL RENOVATION SECTION 09262 TUKWILA, WASHINGTON SHAFTWALL SYSTEMS PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Shaftwall studs and runners. 2. Gypsum shaft liner. B. Related Sections: 1. 09260 - Gypsum Board Systems: Finish materials and accessories; Acoustic insulation; acoustical sealant. C. Drawings, the provisions of the Agreement, including bonds and certificates, the General Conditions, and Division 1 specification sections apply to all work of this Section. 1.02 SYSTEM DESCRIPTION A. Shaftwall system shall consist of framing, liner board, acoustic insulation, and gypsum board. Work installed under this Section shall consist of framing and liner panels, installed and ready to receive gypsum board, accessories, and finishes. B. Shaftwall system shall conform to the following: 1. Structural: Framing shall provide a maximum finished wall deflection of 1/240 the span under a5psfload. 2. Fire Rating: (1) hour. 1.03 REGULATORY REQUIREMENTS A. Assemblies shall be approved by the local jurisdictional authorities. B . Fire rating requirements take precedence over the construction requirements indicated. In the event of conflict, notify the Developer, and do not begin construction in the area of conflict until the conflict has been resolved. 1.04 SUBMITTALS A. Make submittals in accordance with Section 01300. B. Submit complete manufacturer's product literature and installation instructions for each of the materials used. C. Approvals: Submit certification of compliance with jurisdictional requirements for each type of assembly. PART 2 PRODUCTS 2.01 SHAFTWALL SYSTEM A. Manufacturer: USG Corporation, Gold Bond Building Products, Domtar Gypsum America, or approved, subject to compliance with specification requirements. 8/13/93 09262 -1 SECTION 09262 PAVILION MALL RENOVATION SHAFTWALL SYSTEMS TUKWILA, WASHINGTON B. Shaftwall Studs: Steel double E or C -H studs, width as indicated, 20 gage, minimum, for 4" studs, 26 gage, minimum, for 6" studs, unless otherwise indicated. C. Runner Track (Top and Bottom): USG Type J, or approved. D. Liner Panels: Fire resistant gypsum panels; one inch thick; beveled edge; 24 inch wide, lengths as required; tested as part of a UL fire -rated assembly. E. Accessories: As recommended by the shaftwall system manufacturer. PART 3 EXECUTION 3.01 EXAMINATION A. Prior to starting work, carefully inspect installed work of other trades and verify that such work is complete to the point where work of this Section may properly commence. B. Notify the Developer in writing of conditions detrimental to the proper and timely completion of the work. C. Do not begin work until all unsatisfactory conditions are resolved. Beginning work constitutes acceptance of site conditions and responsibility for defective installation caused by prior observable conditions. 3.02 SHAFTWALL INSTALLATION A. Install shaftwall system in accordance with the manufacturer's recommendations, and as required to obtain fire rating and structural requirements specified. B. Where shaftwall framing is indicated to extend to structural slab or deck above, install to accommodate structural movement. C. Bracing: Install diagonal angle bracing to structure or to other partitions as necessary to reinforce partitions against lateral movement. Maintain included angle between bracing and studs at 45 degrees, minimum. D. Gypsum board, accessories, and finishing are specified in Section 09260. 3.03 TOLERANCES A. Install shaftwall system with 1/8 inch in 10 feet maximum variation from plane in each direction. END OF SECTION 09262 -2. 8/13/93 PAVILION MALL RENOVATION SECTION 09650 TUKWILA, WASHINGTON RESILIENT FLOORING PART1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Resilient flooring accessories. 2. Installation. B. Drawings, the provisions of the Agreement, including bonds and certificates, the General Conditions, and Division 1 specification sections apply to all work of this Section. C. Substihitions: Substitute products will be considered only under the terms and conditions of Section 01600. 1.02 SUBMITTALS A. None required. 1.03 QUALITY ASSURANCE A. Qualifications of Installers: 1. Use only skilled and experienced resilient flooring installers for preparation of substrate and installation of resilient flooring. 2. Helpers and apprentices used for such work shall be under full and constant supervision at all times by thoroughly skilled resilient flooring installers. 1.04 DELIVERY, STORAGE, AND HANDLING A. In accordance with Section 01600. 1.05 ENVIRONMENTAL REQUIREMENTS A. Maintain minimum 70 degrees F air temperature at flooring installation area for three days prior to, during, and for 24 hours after installation. PART 2 PRODUCTS 2.01 RESILIENT FLOORING AND BASE A. Resilient flooring and base will be furnished by the Developer. 2.02 ACCESSORIES A. Subfloor Filler: White premix latex filler, mixed with water to produce a cementitious paste. B. Primers and Adhesives: Waterproof; types recommended by resilient flooring and base manufacturers for specific application. C. Sealer and Wax: Type as recommended by the manufacturer of the flooring material to be sealed and waxed. 8/13/93 09650 -1 SECTION 09650 PAVILION MALL RENOVATION RESILIENT FLOORING TUKWILA, WASHINGTON D. All other materials not specifically described, but required for a complete and proper installation of resilient flooring, shall be only as recommended by the manufacturer of the material to which it is applied and shall be subject to the approval of the Developer. PART 3 EXECUTION 3.01 EXAMINATION A. Prior to starting work, carefully inspect installed work of other trades and verify that such work is complete to the point where work of this Section may properly commence. Notify the Developer in writing of conditions detrimental to the proper and timely completion of the work. B. Do not begin installation until all unsatisfactory conditions are resolved. Beginning work constitutes acceptance of site conditions and responsibility for defective installation caused by prior observable conditions. 3.02 PREPARATION A. Install subfloor filler to fill low spots, cracks, construction joints, holes and other defects, and as required to adjust level to meet adjacent finishes. Feather to maximum slope of 1/8 inch in 3 feet; float to smooth, flat, hard surface. Prohibit traffic over filler. 3.03 FLOORING INSTALLATION A. Install all resilient flooring where scheduled in accordance with the manufacturer's recommendations. B. Unless indicated otherwise, install resilient flooring with joints and seams parallel to building lines. C. Terminate resilient flooring at centerline of door at door openings where adjacent floor finish is dissimilar, and where no threshold is indicated. D. Install edge strips at unprotected or exposed edges where flooring terminates. E. Scribe flooring to walls, columns, cabinets, floor outlets and other appurtenances to produce tight joints. F. Clean substrate. Spread cement evenly in quantity recommended by manufacturer to ensure adhesion over entire area of installation. Spread only enough adhesive to permit installation of flooring before initial set. G. Set flooring in place, press with heavy roller to ensure full adhesion. H. Special Requirements for Resilient Tile: 1. Open floor tile cartons, enough to cover each area, and mix tile to ensure shade variations do not occur within any one area. 2. Unless indicated otherwise, lay tiles parallel to building lines to produce symmetrical tile pattern. 3. Install with minimum tile width 1/2 full size at room or area perimeter. 09650 -2 8/13/93 c'• gx r r r r f r r 1 i I 1 PAVILION MALL RENOVATION SECTION 09650 TUKWILA, WASHINGTON RESILIENT FLOORING 4. Arrange to square grid pattern with all joints aligned, [with pattern grain alternating with adjacent unit to produce basket weave pattern][with pattern grain parallel for all units and parallel to the length of the room]. I. Seal joint between flooring and adjacent materials at restrooms, bathrooms, kitchens, and other moist areas with clear silicone sealant. 3.03 BASE INSTALLATION A. Adhesive install base materials in accordance with the manufacturer's recommendations. B. Install straight style base at all walls where resilient base is scheduled in areas with carpeted floors; install cove style base at walls scheduled for resilient base abutting hard surface and resilient floors. C. Install base to walls, columns, and to casework toe kicks in all areas where resilient base is scheduled, and where no other base finish is specifically noted or detailed. D. Fit joints tight and vertical, in accurate alignment. For straight runs greater than 48 inches, maintain minimum 18 inches between joints. E. Score back of base material with grooving tool, at all outside corners; maintain minimum leg length 18 inches where wall length permits. Mount base so that scored groove is accurately aligned with corner, and with base tightly adhered to wall at both sides of corner, with no visible gaps at top of base. Where cove base is formed around outside corners, stretch toe of cove for smooth transition around corner, with toe in uniform contact with the finish flooring. F. Miter or cope inside corners for accurate fit. G. Scribe and fit to door frames, stairs, and other obstructions. H. Install straight and level to maximum variation of plus or minus 1/8 inch over 10 feet. 3.04 PROTECTION A. Unless recommended otherwise by the adhesive manufacturer, prohibit traffic from resilient flooring for 48 hours after installation. 3.05 CLEANING A. Upon completion of the installation, immediately remove all surplus adhesive from adjacent surfaces. B. As soon as possible after installation, and in accordance with the timing recommended by the manufacturers, clean the entire resilient flooring surface using the materials recommended for that purpose by the manufacturers of the materials being cleaned. C. Seal, and wax floor and base surfaces in accordance with manufacturer's instructions. END OF SECTION 8/13/93 09650 -3 I I 1 1- 1 1 1 1 1 1 Lr: PAVILION MALL RENOVATION SECTION 09680 TUKWILA, WASHINGTON CARPETING PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Carpeting over pad. B. Related Sections: 1. 09650 - Resilient Flooring. 2. 12600 - Built -in Furniture and Play Apparatus. C. Drawings, the provisions of the Agreement, including bonds and certificates, the General Conditions, and Division 1 specification sections apply to all work of this Section. D. Substitutions: Substitute products will be considered only under the terms and conditions of Section 01600. 1.02 SUBMITTALS A. Make submittals in accordance with Section 01300, unless specified otherwise. B. Installation Instructions: Submit 3 copies for each type of carpet provided. C. Samples: 1. Submit minimum of 9 inch square samples of each carpet and pad proposed. 2. Submit samples of each type of carpet edge strip, minimum 3 inches in length, proposed for the Work. D. Product Data: Submit for all accessories required for the Work. E. Layout Drawings: Show field conditions, seam layout, lay of the pile, trim locations, and materials for transition to other flooring materials. F. Submit product information and maintenance instructions in accordance with Section 01700. 1.03 QUALITY ASSURANCE A. Carpet Installer: Minimum of 3 years experience in carpet installations of similar size and scope. Able to show evidence of experience when requested by the Developer. B. Pre - Installation Conference: 1. Schedule a conference a minimum of 10 calendar days prior to the installation of the carpeting. 2. Review all installation procedures, including locations and types of seams and edge details. 3. Require in attendance, the Contractor, Developer, carpet installer, and all other parties affected by this work. 1.04 DELIVERY, STORAGE, AND HANDLING A. In accordance with Section 01600. 1.05 ENVIRONMENTAL REQUIREMENTS 8/13/93 09680 -1 SECTION 09680 PAVILION MALL RENOVATION CARPETING TUKWILA, WASHINGTON A. Space shall be maintained at a minimum of 68 degrees F. a minimum of 72 hours prior to carpet installation. 1.06 GUARANTEE /WARRANTY A. Submit guarantees and warranties in accordance with Section 01700. B. Furnish a 1 year guarantee covering defects in installation of carpets. In addition, if installation defects have caused irreparable damage to the carpet, provide new materials to match that damaged at no additional cost to the Owner. Perform guarantee work at a time convenient to the Developer. C. Submit all available manufacturer carpet warranties. PART 2 PRODUCTS 2.01 CARPETS AND PADS A. Carpet: #CN326 - "Carnaby" by Bentley. Yarn: Du Pont Antron. Color to be selected by Developer from manufacturer's standard color choices. B. Pad: General Felt Industries Inc. "New Fiberloc 1I ;" 3/8 inch thick; synthetic felt cushion. 2.02 ACCESSORIES A. Adhesives: Use adhesives as recommended by the manufacturer of the carpet. When none is recommended use adhesives as manufactured by Roberts Consolidated Industries. B . Carpet Grippers: Roberts Architectural Type II or III, or approved; thickness as required for the .. materials used. C. Hot Melt Tape: Roberts "50 -330 Supertape;' Orcon "CT -3 Super Tape;' or approved. D. Pad Tape: Roberts "50 -112," or approved. E. Edge Strips: Vinyl reducer strips reducer strips; size as appropriate for conditions; color as selected from the manufacturer's standard line. PART 3 EXECUTION 3.01 EXAMINATION A. Prior to starting work, carefully inspect installed work of other trades and verify that such work is complete to the point where work of this Section may properly commence. B. Notify the Developer in writing of conditions detrimental to the proper and timely completion of the work. 09680 -2 8/13/93 1 1 1 1 I 1 1 PAVILION MALL RENOVATION SECTION 09680 TUKWILA, WASHINGTON CARPETING D. Ensure that concrete floors are free from scaling, and exhibit acid neutrality. E. Moisture Testing of Concrete Slabs: Tape and seal a 24 inch square polyethylene sheet to the floor for a 24 hour period. Contact the Architect, and do not commence installation if condensation appears under the sheet. 3.02 PREPARATION A. Clean floors of dust, dirt, solvents, oil, grease, paint, plaster, and other substances which would be detrimental to the proper performance of adhesive and carpet. B. Fill low spots and cracks over 1/8 inch in width with latex underlayment. 3.03 CARPET GRIPPERS A. Place carpet grippers continuously at perimeter of areas scheduled to receive carpet and pad. Secure to floor with waterproof adhesive and mechanical fasteners as required to resist the applied stresses. 3.04 GENERAL INSTALLATION REQUIREMENTS A. Carpet installation shall be tight and flat to the subfloor, securely fastened in position, and shall present a uniform appearance. Provide color, pattern, and texture match within each area. Seams shall be strong, tightly butted, and flat. B. Install carpets and pads, in strict accordance with the respective manufacturer's printed instructions for the type of substrate and application indicated. C. Unless otherwise indicated, install resilient edge strips at carpet edges where carpet meets concrete or resilient flooring. 3.05 ROLL STOCK CARPET INSTALLATION A. Installation shall be done using sequential rolls. B. Apply latex adhesive to all cut edges of tufted loop pile and woven carpets, prior to seaming. C. Unless recommended otherwise by the carpet manufacturer for commerical application, seam carpets mounted over pad by hand sewing or hot melt tape. With handsewing, overcast stitching will not be permitted. D. Install all patterned carpet with exact end and side matches. E. For carpet mounted on pad, trim carpet at tile field interfaces with allowance for tucking; tuck carpet edges into a bead of latex adhesive applied between the tack strips and tile edges. 3.06 REMNANTS A. Upon completion of the installation, contact the Owner's Representative for selection of remnants. Carefully wrap and mark separately the selected remnants and note the type and location(s) where 8/13/93 09680 -3 SECTION 09680 CARPETING PAVILION MALL RENOVATION TUKWILA, WASHINGTON installed. Deliver selected remnants to a location on site as directed by the Owner's Representative. Remove and dispose of remainder at a legal off -site location. 3.07 CLEAN -UP A. The premises shall be kept free from unnecessary accumulation of tools, equipment and surplus materials during the progress of the work. B. Remove threads with sharp scissors. Remove spots with manufacturer's recommended spot remover. C. Immediately after laying, thoroughly power vacuum entire surface using equipment with motor driven brushes. 3.08 PROTECTION A. Protect carpet from damage during remainder of construction and move -in period. END OF SECTION 6 r r r r, a u PAVILION MALL RENOVATION SECTION 09900 TUKWILA, WASHINGTON PAINTING PART1 GENERAL 1.01 SUMMARY A. Section Includes: Site applied paint coatings. B. Related Sections: 1. 05500 - Metal Fabrications: Pre -primed metal surfaces. 2. 08110 - Hollow Steel Doors and Frames: Preprimed metal surfaces. C. Drawings, the provisions of the Agreement, including bonds and certificates, the General Conditions, and Division 1 specification sections apply to all work of this Section. D. Substitutions: Substitute products will be considered only under the terms and conditions of Section 01600. 1.02 REFERENCES A. Structural Steel Preparation Council (SSPC). 1.03 QUALITY ASSURANCE A. Applicator: Company specializing in commercial painting and finishing with a minimum of three years documented experience. B. Environmental Requirements for Solvent Based Paints: Comply with the Environmental Protection Agency (EPA) requirements for volatile solvents content limitations, as applicable to each classification of coating. C. Unless otherwise specified, all work herein shall conform to "Premium" grade standards for materials and work required in the following: 1. The "Architectural Specification Manual for Painting, Wallcovering, and Gypsum Wallboard Finishing ", (ASM) latest edition, published by Specification Services, 23830 Pacific Hwy South, Suite 102, Kent, WA 98032, phone (206) 878 -6630. D. Mock -ups: 1. Provide mock -ups in accordance with 01400. 2. Where directed, provide a minimum 100 square foot mock -up of each application listed below. Mock -up shall be representative of color, sheen, texture, materials, and workmanship proposed for the finished work. E. Visual Standards: Each distinct area of the finished work shall be free of variations in color and sheen, orange peel, runs, sags, blistering, checking, cracking, scratches, dust, dirt, bugs, and other contaminants. 1.04 SUBMITTALS A. Submit in accordance with 01300. B. Materials List: Submit a typewritten list of materials proposed. Organize list to indicate painting systems to be used with each substrate. Include manufacturer's specifications and other data as required to verify compliance with the specified requirements. 8/13/93 09900 -1 SECTION 09900 PAVILION MALL RENOVATION PAINTING TUKWILA, WASHINGTON C. Paint Samples: 1. Submit 3 - 8x10 samples of each paint finish on an 8 "x10" piece of substrate. Reference manufacturer, type of paint, color, sheen, substrate, and application. 2. Furnish additional samples until all paint finishes are approved. D. Record Paint Samples: In accordance with Section 01700, Project Closeout, submit two 8 "x10" samples of each paint and color used, indicating paint manufacturer and formula number; bind in three (3) identical sets. Deliver to on site location as directed. 1.05 DELIVERY, STORAGE, AND HANDLING A. In accordance with 01600. B. Delivery: Deliver paint materials to the jobsite in sealed, original, labeled containers, each bearing manufacturer's name, type of paint, brand name, color designation, and instructions for mixing and /or reducing. C. Storage Materials: Store paint materials at a minimum ambient temperature of 45 degrees F. in a well ventilated area. D. Toxic, acidic, and combustible materials: Take all necessary precautionary safety measures as recommended by the material manufacturers and governing regulations. E. Place cotton waste, cloths, and material which may constitute a fire hazard in closed metal containers and daily remove from the site. 1.06 ENVIRONMENTAL CONDITIONS A. Weather Conditions: Do no exterior work on unprotected surfaces when raining or when other moisture is present or expected, or before applied paints can dry or attain proper cure. B. Temperature: 1. Do no painting work when surface and air temperatures are below 40 degrees F or below those temperatures recommended by the manufacturer for the material type used. 2. Minimum temperatures for latex finishes: 45 degrees F for interior work and 50 degrees F. for exterior work, unless approved otherwise. C. Lighting: Maintain a lighting level of 15 footcandles per square foot minimum on the surfaces to be painted or finished. D. Ventilation: Provide adequate continuous ventilation. 1.07 MAINTENANCE MATERIALS A. Furnish quantity of paint equal or greater than 5 percent of the quantity of each type, color, and sheen of paint used in the work, except amount shall be not more than 5 gallons, nor less than two one quart cans, of each type of finish coat of each color and sheen required. B. Material shall be furnished in manufacturer's labeled and unopened containers. 09900 -2 8/13/93 PAVILION MALL RENOVATION SECTION 09900 TUKWILA, WASHINGTON PAINTING PART 2 PRODUCTS 2.01 PRODUCTS A. Except for specific products specified below, only the approved paint products of the paint manufacturers listed in the latest edition of the ASM may be used. B. Materials not specifically noted and otherwise required for the work, such as linseed oil, shellac, thinners and the like shall be of a quality not less than that required by manufacturers of the finish materials used in the work. C. Products for each general purpose shall be compatible. Each system shall be products of one manufacturer where ever possible. PART 3 EXECUTION 3.01 EXAMINATION A. Prior to starting work, carefully inspect installed work of other trades and verify that such work is complete to the point where work of this Section may properly commence. Notify the Developer in writing of conditions detrimental to the proper and timely completion of the work. B. Do not begin installation until all unsatisfactory conditions are resolved. Beginning work constitutes acceptance of site conditions and responsibility for defective installation caused by prior observable conditions. 3.02 MOISTURE CHECK A. Check for excess moisture using an electronic moisture meter. Do not paint materials with excess moisture levels which would impair the bonding of finish coatings. 3.03 PROTECTION A. Adequately protect surfaces not to be painted, from spills, drips, over painting, and other damage caused by this work. Include surfaces within the paint storage and preparation areas. B . Hardware and Miscellaneous Items: 1. Carefully remove electrical outlet and switch plates, mechanical diffusers, escutcheons, surface hardware, fittings and fastenings prior to starting work. 2. Carefully store, dean and replace these items upon completion of work in each area. 3. Use no solvent or abrasives to clean hardware that will remove the permanent lacquer finish normally used on some of these items. 3.04 SURFACE PREPARATION A. Prepare surfaces by removing all dirt, dust, grease, oil, moisture, and other contaminants which will impair the proper adhesion of the finish. B. Follow the specifications of the ASM for surfaces not noted herein. 8/13/93 09900 -3 SECTION 09900 PAVILION MALL RENOVATION PAINTING TUKWILA, WASHINGTON C. Ferrous Metal Shop Primed under other Sections: Solvent clean previously primed surfaces to remove oil and grease. Remove loose rust, blistered and peeling paint to bare metal by scraping, sanding, and wire brushing in accordance with SSPC -SP2 and SSPC -SP3. Immediately apply touch up prime damaged or abraded surfaces. Lightly sand all shop prime painted surfaces to receive paint finish. D. Galvanized Ferrous Metal: Solvent clean in accordance with SSPC SP -1. E. Unprimed Ferrous Metal: 1. Solvent clean in accordance with SSPC SP -1. 2. Commerdal blast per SSPC SP6. F. Wood - Opaque paint finish: 1. Spot coat knots, pitch streaks, and sappy sections with sealer. 2. FiII all nail holes and cracks. Sand filler smooth and level with wood surface. G. Gypsum Plaster and Wall Board: Remove all light dust and dirt. H. Existing Finished Surfaces To Be Repainted: 1. Remove loose, blistered, scaled, or crazed finishes to bare substrate; feather new work into existing work. Prepare surfaces to the nearest break line if necessary to blend new finishes with old finishes. 2. Wash and rinse surfaces with hi-sodium phosphate and water or other solution required to remove any remaining film, wax, oil, grease, smoke or foreign matter which will impair bond of, or bleed through, new to- be- applied finishes. 3. Apply a liquid deglosser on existing semi -gloss or high -gloss finishes before refinishing. 3.05 GENERAL APPLICATION REQUIREMENTS A. Unless specified or indicated otherwise, follow paint manufacturer's label directions for general application procedures and coverage rates. B. Apply primer coats untinted. Where more than one coat of paint is required, tint each succeeding coat up to the final coat similar in tint, but slightly lighter in value (shade). Sand lightly between coats to achieve required finish. C. Do not apply finishes on surfaces that are not sufficiently dry. Make sure each coat of finish is dry and hard before a following coat is applied unless the manufacturer's directions state otherwise. D. Tint filler to match stain when clear finishes are specified; work filler well into grain and, before it has set, working perpendicularly to the grain, wipe the excess from the surface. E. Opaque Finishes: Apply number of coats scheduled for each application, except that additional finish coats shall be applied as necessary for complete hiding of substrate colors. F. Rollers for application of latex flat sheen paints shall have a nap of 1/2 inch or less; for all other paint types, rollers shall have nap 3/8 inch or less. G. Where roller finishes are scheduled for application to plaster and gypsum board surfaces, apply first coat with a 3/8 inch nap roller to achieve desired stipple texture; finish coats may be spray applied at Contractor's option. Backroll spray applied finish coats immediately after application. 099004 8/13/93 PAVILION MALL RENOVATION SECTION 09900 TUKWILA, WASHINGTON PAINTING H. Factory Primed Surfaces: Apply scheduled finish system, less primer coat, except as necessary to for patching damage to factory prime coating. 1. All interior brush applied paint systems shall receive flow enhancing additives. 3.06 INTERIOR PAINTING AND FINISHING SYSTEMS A. Gypsum Board - Latex System: 1. System: Three coats - first coat latex primer sealer (untinted), second and third coat latex paint. 2. Sheen: Provide eggshell sheen, except provide flat sheen at light coves, interior fascias, and other light sensitive surfaces. Verify locations of each sheen with Developer before proceeding with work. 3. Surfaces: Use on all exposed gypsum board. 4. Application: Provide roller finish. B. Wood - Opaque Finish Alkyd System: 1. System: Three coats; first coat alkyd wood primer, and second and third coat alkyd enamel. 2. Sheen: Semi- gloss, unless indicated otherwise. 3. Surfaces: Use on all wood] or medium density fiberboard] surfaces, including wood doors, and standing and running trim. C. Ferrous Metal - Alkyd System: 1. System: Three coats; first coat alkyd rust - inhibitive primer, second and third coats alkyd enamel. 2. Sheen: Semi -gloss sheen, unless indicated otherwise. 3. Surfaces: Use on all interior ferrous metal surfaces including hollow steel metal doors and frames, pipe steel handrailings, overhead doors and frames, exposed plugmolds, electrical panels, fire extinguisher cabinets, access doors and panels and the like. 3.07 EXTERIOR PAINTING SYSTEMS A. Ferrous Metal - Alkyd System: 1. System: Three coats; first coat rust- inhibitive primer, second and third coats exterior alkyd enamel. Prime coat maybe omitted at shop primed surfaces. 2. Sheen: Semi -gloss sheen, unless indicated otherwise. 3. Surfaces: Use on all exterior ferrous metal including metal doors and frames, handrails and other miscellaneous metal items. B. Galvanized Metal - Alkyd System: 1. System: Four coats; first coat pretreatment primer, second coat rust - inhibitive primer, third and fourth coats exterior alkyd enamel. 2. Sheen: Semi -gloss sheen, unless indicated otherwise, 3. Surfaces: Use on all exterior galvanized and zinc coated metal. 3.08 CLEANUP A. As the work proceeds and on completion of the work, promptly remove all sealers, primers, paints and finishes where spilled, splashed or splattered in a manner not to damage the surface from which it is removed. .{.1' A 8/13/93 09900 -5 fi SECTION 09900 PAVILION MALL RENOVATION PAINTING TUKWILA, WASHINGTON B. Remove masking. C. Clean, or replace with new, all lamps and electrical fixtures damaged by overspray; replace with new identical components all lighting fixture louvers and reflectors damaged by overspray. 3.09 COLOR SCHEDULE A. Where no paint color is indicated, provide color and sheen as selected by the Developer. END OF SECTION 11 r C r r i 1 1 i 1 PAVILION MALL RENOVATION SECTION 12600 TUKWILA, WASHINGTON BUILT -IN FURNITURE dr PLAY APPARATUS PART1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Children's play area seating and apparatus. B. Drawings, the provisions of the Agreement, including bonds and certificates, the General Conditions, and Division 1 specification sections apply'to all work of this Section. C. Substitutions: Substitute products will be considered only under the terms and conditions of Section 01600. 1.02 REFERENCES A. The Architectural Woodwork Institute (AWI) "Architectural Woodwork Quality Standards, Guide Specifications and Quality Certification Program, Fifth Edition" (1988). B. American Plywood Association (APA). C. Hardwood Plywood and Veneer Association (HPVA). 1.03 SUBMITTALS A. Make all submittals in accordance with Section 01300. B. Shop Drawings: Indicate casework plans and elevations, details, dimensions, materials, and construction details. Include adjacent construction, blocking requirements, and attachments. C. Samples: Submit 3 samples of each plastic laminate proposed for the work. D. Product Data: Manufacturer's product literature and installation instructions for all hardware, premanufactured accessories, adhesives, and coating systems proposed for the work of this Section. 1.04 QUALITY ASSURANCE A. Unless otherwise indicated, comply with AWI Specifications for "Premium" grade construction. B. Plywood: Provide grade and trademark identification of the American Plywood Association (APA). 1.05 DELIVERY, STORAGE AND HANDLING A. Do not deliver furniture to building until "wet work" such as gypsum wallboard work have been completed and cured. B. Furniture Storage: Store in dry place with adequate air circulation, avoiding excessive moisture, limiting average moisture content of wood to 8% or less at delivery time. C. Replacement: In the event of damage to furniture , immediately make all repairs or replace as necessary, to the approval of the Developer, at no additional cost. 8/13/93 12600 -1 SECTION 12600 PAVILION MALL RENOVATION BUILT -IN FURNITURE & PLAY APPARATUS TUKWILA, WASHINGTON 1.06 GUARANTEES A. Furnish guarantees in accordance with Section 01700. B. Plastic laminate and fabrications shall be guaranteed against warpage, loosening of surface material, and delamination for a period of one (1) calendar year from date of final payment. PART 2 PRODUCTS 2.01 LUMBER A. Concealed Framing Lumber: AWI Grade III. 2.02 PANEL PRODUCTS A. Plywood For Laminate Finish: 1. Typical: HPVA Grade B -2 or approved, 7 ply birch plywood; %" thickness unless otherwise indicated. 2. Special Applications: APA, A-C Exterior Grade Douglas Fir; %" thickness unless otherwise indicated. B. Plastic Laminate: 1. NEMA LD3, general purpose type; .050 inches thick for horizontal application; .040 inches thick, post forming grade for installation at counters where radiused edges are indicated; .020 inches thick for vertical applications; colors as selected by Developer. 2. Backing Sheet: NEMA LD3 BK20 Backing Grade, undecorated. C. Edge Banding: PVC Plastic; 0.2 mm thickness; color to match prefinished board. 2.03 MISCELLANEOUS MATERIALS A. Cushions: 1. Seat Base and Play Apparatus: 4 inch 2# density foam core with 2 inch 1.5# density foam topping for 6 inch overall cushion thickness. 2. Seat Back: 4 inch #2 density urethane foam. 3. Wrap foam seat and back cushions fully in X" oz. dacron meeting fire regulations. 4. Cover cushions with Mementum Textiles (800/366-6839); 100% virgin vinyl; pattern and color to be selected by Developer from manufacturer's standard choices. 5. Sew cushions with bull nose finish; no welts. B. Sealant: Sealants required for fabrication shall be as specified in Section 07900. C. Furnish adhesives, fasteners, hardware, and other materials as necessary for a complete installation. 2.04 FABRICATION A. Fabricate furniture and apparatus in accordance with relevant AWI standards, premium grade, and as follows. 12600 -2 8/13/93 PAVILION MALL RENOVATION SECTION 12600 TUKWILA, WASHINGTON BUILT -IN FURNITURE & PLAY APPARATUS B. Plastic laminate faced Panels and Components: Fabricate all plastic laminate faced components from plywood. 2.05 SHOP FINISHING A. Apply finishing systems in accordance with manufacturer's instructions. PART 3 EXECUTION 3.01 INSTALLATION A. Install furniture and apparatus items accurately, scribed plumb, square, and level, and permanently secured in precise position as indicated on the Drawings and approved shop details. B. Installation shall be made complete with all required fastenings, clip angles, braces, anchors, adjustable levelers, and other appurtenant fitting as required to render the work rigid and secure. C. Exercise extreme care to avoid damaging finished surfaces. Repair blemishes arising from such operations, or other causes, or otherwise make good, in a manner approved by the Developer. D. Plastic Laminate: Scribe to fit; anchor securely to blocking and supports. 3.02 CLEAN UP A. Following installation, remove all rubbish and debris resulting from the work from the premises, legally disposed of, and leave the entire project in a neat, clean condition acceptable to the Developer. END OF SECTION 8/13/93 12600 -3 J BUILDING CLASSIFICATION BUILDING CODE ANALYSIS GENERAL NOTES EGRESS PLAN / SCOPE OF WORK DO NOT SCALE THE DRAWINGS APPLICABLE CODE: U.B.C. 1991 WITH WASHINGTON STATE AMENDMENTS (FOR AREAS OF RENOVATION. REMAINDER OF EXISTING BUILDING DOES NOT HAVE TO BE UPGRADED TO THE 1991 U.B.C.). 1. OCCUPANCY GROUP CLASSIFICATION: -. PRIMARY: B, DIVISION 2 RETAIL STORES ACCESSORY: OFFICES, MOD KIOSKS 2. TYPE OP CONSTRUCTION: TYPE IIIN SPRINKLERED (TABLE 5C) 3. LOCATION ON PROPERTY: A. EXTERIOR WALL: B. WALL OPENINGS: 12,000 SF, TABLE 5C UNLIMITED, SEC'T'ION 306(b) FIRST FLOOR = 123,076 NO (RANGE SALES = 67,535• STORAGE -r 15,308• OFFICES = 7,2036 ' OTHER OFFICES = 9,125 NO CHANGE `INCLUDES EXISTING RETAIL TENANTS, PLUS ESTIMATED NEW BURLINGTON TOTAL AREA 5. HEIGHT AND NUMBER OF STORES = NO CHANGE VERIFY FIELD CONDITIONS PRIOR TO COMMENCEMENT Or EACH PORTION OF THE WORK. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND t WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. THE CONTRACTOR SHALL COORDINATE. ALL PORTIONS OF THE WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS. NOTIFY THE ARCHITECT FOR RESOLUTON OF ALL • DISCREPENCIES PRIOR TO CONSTRUETION. DIMENSIONS ARE TO BUILDING GRID LINES OR TO FINISH SURFACES UNLESS OTHERWISE NOTED. DOORS AND CASED OPENINGS INDICATED ADJACENT TO WALL INTERSECTIONS SHALL BE LOCATED WITH THE EDGE OF FINISHED OPENING SIX INCHES FROM THE ADJACENT WALL UNLESS OTHERWISE INDICATED. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED . BETWEEN NEAREST ADJACENT WALL INTERSECTIONS UNLESS OTHERWISE DIMENSIONED. SECOND FLOOR EGRESS SUMMARY EXPANDED BUP.UNG TON RETAIL - OTHER RETAIL • OFFICE TENANTS - TOTAL RETAIL SALES (90.047 x 75% IZV. 8Y30) Y. STORAGE (9.047 X 1713 T IV. BY 300) OFFICES (90,047 X 3% TXV. BY 100) - OFFIt'TENANTS 07,125 DIV. BY 1O TCYFAL SP,CON1) FLOOR OC C. LOAD - 72,164 SP 17,383 4F 9,125 SF 90,047 SF 7,251 cv 72 OCC 51 OCc 92 C(C, 2.466 occ 6. EXITING REQUIREMENTS A. SALES AREA.. STORAGE AREA in OFFICES _ RETAIL IL iaaa 4l4 . . I 1 PERSON PER 30 SP TABLE 33A 1 PERSON PER 300 SP 1 PERSON PER 100 SF B. NEW OCCUPANT LOAD CAPACITY OF SECOND FLOOR =2,466 C. PROPOSED OCCUPANT LOAD a D. NUMBER OF EXITS REQUIRED = NUMBER OF EXITS PROVIDED = E. WIDTH OP EXITS REQUIRED = WIDTH OF EXITS PROPOSED :a F. TRAVEL DISTANCE ALLOWED: G. MINIMUM CLEAR E IT WIDTHS, SECTION 3303(0) LEVEL DOORS, RAMPS, CORRIDOR ='O.2 INCHES /PERSON, STAIRS ,a 0.3 INCHES /PERSON H. EXITS FROIv1 TENANT SPACES: TABLE 33A 2 EXITS FROM OFFICES OVER 3,000 SF 2 EXITS FROM Oi•'FICES OVER 1,500 SF (DEPENDING UPON PERCENTAGE OF SALES AND STORAGE AREA) 1. EXIT FIR RESISTANCE PASSAGEWAYS: (1) HR., SECTION 3305(g) EXTERIOR STAIRS: (0) HR. ANTERIOR EXIT DOORS: 20 MIN. WITH CLOSERS, SECTION 3305(b) J. EXIT ARRANGEMENT: MUST BE WITHIN 200 FEET OF AN mar, SECTION 3303(d) K. FINISH CLASSIFICATION: CLASS 11, TABLE 421) AND SECTION 4204(a), EXCEPTION (2) FLAME SPREAD 76200, TABLE 421A I� T A(L INDEX of DRAWINGS A 0.1 -GENERAL INFORMATION iR 4 e.)Rt A 2.1 PARTIAL FIRST FLOOR PLAN / DETAILS A 2.2 PARTIAL SECOND FLOOR PLAN A 3.1 NEW WILL ELEVATIONS / SECTIONS SEPARATE PERMIT RE9UIRED FOR: L M ECIiANICAL E 'LECTRICAL 0 PLUMBING 0 GAS PIPING CITY OF TUK.WILA BUILDING DIVISION REFERENCE SYMBOLS STRUCTURAL GRID LINE FILE COPY 1 understan -1 t:,- , .. r laubject to error.', -... ! glans does not authori - o adopted code or mil of approvy Receipt of contractor's LEGAL DESCRIPTION DETAIL WALL SECTION BUILDING SECTION DETAIL NUMBER (OR LETTER) ll DRAWING SHEET NUMBER SECTION NUMBER (OR LETTER) DRAWING SHEET NUMBER SECTION DESIGNATION (OR LETTER) DRAWING SHEEP NUMBER THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER AND THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 35, TOWNSFlP 23 NORTH, RANGE 3, EAST, W.M., IN KING .COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER; THENCE SOUTH 02 24 12 WEST ALONGTHE WEST LINE OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER, A DISTANCE OF 894.47 FEET, TO THE NORTH LINE OF THE SOUTH 430 FEET OF SAID NORTHEAST QUARTER OF THE NORTHWEST QUARTER AND THE TRUE POINT OF BEGINNING; THENCE NORTH 87 50 57 WEST ALONG SAID NORTH LINE, A DISTANCE OF 17729 FEET TO A LINE 36 FEET EASTERLY OF THE CENTERLINE OF SOUTHCENTER PARKWAY (FORMALLY 5717-1 AVENUE SOUTH); THENCE SOUTTI 11 59 33 EAST ALONG SAID LINE A DISTANCE OF 322.74 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 107.24 FEET, AN ARC DISTANCE OF 141.96 FEET THROUGH A u E. ANGLE OF 75 50 36 TO A LINE 36 FEET NORTHERLY OF THE '. CEN' ERLINE OF SOUTH 180TH STREET; THENCE SOUTH 87 50 09 EAST ALONG SAID LINE A DISTANCE OF 576..74? FEET TO A LINE 740.70 FEET WEST OF'1 HE EAST LINE OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 35; THENCE NORTH 01 51 39 EAST A DISTANCE OF 553.89 FEET TO, A POINT SOUTH 01 51 39 WET 50.00 FEET FE FROM THE SOUTHWEST CORNER OF THE TRACT OF LAND CONVEYED TO BRUCE E. MC CANN, ET AL, BY DEED RECORDED UNDER RECORDING NO 72E8170551; THENCE NORTH 87 55 .02 WEST 220.00 FEET; THENCE NORTH 01 51 39 EAST 50.00 FEET; T'}t NCE NORTH 87 55 02 WEST A DISTANCE OF 218.09 FEET TO A POINT 140.16 FEET EAST OF THE WEST LINE OF TELE NORTHEAST QUARTER OF SAID SECTION 35; to CE SOUTH 02 24 12 WEFT A DISTANCE OF 109.20 FEET TO THE NORTH LINE OF THE SOUTH 430 FEET OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER; THENCE NORTH 87 50 09 WEST A DISTANCE OF 140.16 FEET PO ME TRUE POINT OF BEGINNING. TOLIETHER WITH ANON - EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS OVER AND ACROSS A STRIP OF LAND 50 FEET IN WIDTH DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF THAT,,, CERTAIN TRACT OF LAND CONVEYED TO 186 CORPORATION BY DEED RECORDER UNDER RECORDING NO. 7111100109; THENCE NORTH 87 55 02 WEST A DISTANCE OF 660.70 FEET; THENCE SOUTH 01 51 39 WEEP PARALLEL TO ANDOVER PARK WEST A DISTANCE OF 50.00 FEET; THENCE SOUTH 87, 55 02 EAST A DISTANCE OE 930.70 FEET TO THE WEST MARGIN OF ANDOVER PARK WEST; Tf• TENCE NORTH O t 51 34 EAST ALONG SAID WEST MARGIN A DISTANCE OF 50.00 FEET TO THE SOUTHEAST CORNER OF SAID TRACT OF LAND CONVEYED BY RECORDING NO. 7111100109; TFIENC NORTH 87.55 02 WEST ALONG THE SOUTH LINE OF SAID TRACT OF LAND A DISTANCE OF 270.00 FEET 70 THE POINT OF BEGINNING. REVISION DATUM NORTH SEE TITLE BLOCK FOR REVISION. MOST RECENT REVISION SHOWN CLOULd . RA .P/%jam' VICINITY MAP MATCH LINE FLOOR PLANS DOOR NUMBER INTERIOR ELEVATION rim VALv , GAI,11JL T �/ G its i ter 0 !x4- & t)R2.RI1 91 -glI°' ► /4(4 ,ifiroo t?RDV t t2 1/4A4 'L0C.41 I.1 d ?1,45 BURLINGTON ENTRANCE ELEVATION yak-TT-L-1 l Q" HEW WAIL AMA 51,11AUe PwtD WIT . M c 4 s cAtimi opERATOO Ve.t.M 11-61VN IStistal Peit, 116C. 504.703(x) -slum 644404 64.4ati, .60pplai Mm r TAeb '16 °4 of 110 61;471E Ogfiriiitraw Aorm‘orre-2,fri 7 CHILDREN'S PLAY AREA SEATING SECTION 704 4•gc)1 DOOR SCHEDULE OPEN r G NUMBER FIRE RA 'r LNG HDWR FRAMES , , FINISH DOOR REMARKS NTC NCTl • 2 DI 3 P1 4 ' DI nr. RILL 20 3'- 0 "X7- 0"X13 /4' 20 3' - 0" X 7-0 " "X 13/4" 20 3' -0 ".X 7 -0" X 13/4" 2 0. 3' - 0" X 7'- 0" X 1 3/4" 3 . -Cr X 7'• 0" X 13/4' HM HM HM HM HM 20 MIN 20 MIN 20 MIN 20 MIN PAINT PAINT PANT PAINT PAINT PANT PAINT PAINT . PAINT PAINT. PAI4'T LA ' , REMOVABLE MULLION TAI PART ALARM tit ;rte ST M m' . te€TM 4(� REINFORCEMENT FOR NEW OPENING IN ` v "C 1 TILT-UP CONC. 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I11! 11111111i11fil! 11j11i1 .1111111111111ii111 1111I 1111I PARTIAL INTERIOR AND EXTERIOR RENOVATION OF EXISTING PAVILION OUTLET CEN'T'ER TO ACCOMMODATE EXPANSION OF TENANTS SPACE ON SECOND FLOOR: • CONSTRUCT NEW EXTERIOR EXIT STAIRS. ■ �'. ' 9 • CONSTRUCT NEW EXIT CORRIDORS. • INSTALL NEW DOORS AND HARDWARES. • DEMOLISH PART OF EXISTING INTERIOR PARTITIONS AND STOREFRONTS. 6 CONSTRUCT NEW INTERIOR WALLS, PLANTERS, AND STOREFRONTS. ---0.1,, tr • REMOVE SELECTED EXISTING KIOSKS AT FIRST FLOOR. • CONSTRUCT NEW CHILDREN'S PLAY AREA AT EIRST FLOOR. • RELOCATE EXISTING FOOD KIOSKS FROM SECOND FLOOR TO A NEW LOCATION AT FIRST FLOOR. RENOVATE THE KIOSKS TO FIT NEW LOCATION AS REQUIRED. • BUILD NEW FLOOR AND FRAMING OVER EXISTING FLOOR WHERE REQUIRED TO ALIGN WITH EXISTING BURLINGTON FLOOR ' • INSTALL NEW SECURITY GRILLES. L.N.41;:HANICAL, ELECTRICAL, PLUMBING; AND FIRE PROTECTION SYSTEM RENOVATION WORK AND PERMITS B D IktilEa�C' ►� F. r! ;.: a . o .* . 'R. ,1,1114. ;► ! . I.:.!>!, 7! ALL NEW WORK AS REQUIRED. COORDINATE 1H THE DEVELOPER • REPAIR EXISTING AND INSTALL NEW FLOOR FINISH AS UIRED BY RENOVATION CONSTRUCTION ACTIVITY. • PAINT ALL NEW WORK. COORDINATE WITH THE DEVELOP R. -• REPAINT ALL SPANDRELS, SOFFITS, BEAMS, AND C£TLINGS AT THE RENOVATED TWO FLOOR OPENINGS. COORDINATE WITH THE DEVBL,,R.. • INSTALL SAFETY & I NI ORMATION SIGNS AND WARNINGS AS REQUIRED BY LOCAL BUILDING/HEALTH DEPT. REGULATIONS. • PROVIDE NEW SEATING AREA AT FIRST FLOOR FOR RELOCATED FOOD KIM TENANTS - ALL SEATING AREA A MENTITES INCLUDING TABLES, CHAIRS, PLANTERS, AND TRASH RELEYCACLES TO BE PROVIDED BY THE DEVELOPER,, NOT PART OF THIS CYYmAC'T. CITY OF 111KWIIA APPROVE{) "3. RECEIVED CITY OF TUKW9A SEP 1 7 1993 PERMIT CENTER COPYRIGHT ©199 THE CALLISON R4RTNERSHIP • v,. «':aw. -w.•, r�.t*».er•,,n .'..,.,7?, : fo*.:•: viNX "r!",k,'i+f+.,Is6:�- +?"�',�oN •fe. 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Arcditernlre Programing Planning interior Design Graphics 1420 is Ammo Saks 21140 Seeltte• w.slingene 98101 -2343 (201)623 -9648 FAX (288) MOWS xis Dreedwei Smite iJ O San Diego, Glitanisi Imamate <619) 232 -3 MX tlI) 2324337 r10140.1 TWA ?stamen iH CONSULTANTS IIROMINISMIIIIISIMENINS Cire Of tUKWILA APPROVED vOT 19 1993 DiN , DIV)SInN a REVISIONS IMIIIMENINIRMIRIII No. _ Date item •19`1 a APPROVALS ItEINAIMMINIRMINffini! CQCH RA Project iArd tect Drawn Checked RECEIVED CITY OF TUKWILA ApproyecOC 1 r 9 1.533 Registration Sf1EET TITLE MaltainagilaannaiaaainaL. PART = FIRST FLOOR PLAN DETAILS 93154.00 Project No. SI SHEET NO AUt U$T 13, .1 A2. f y,» 0 : r•:+'... t. F+! i�, s: Y' Y�: Y, ti�I.• f�" �A' SA� `s"5�,:,}Si[s1:Rx1b- ,r'L''i�', >.,S. Y C✓ rr.';'? 6',7+ Niti*". 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Ambitoct U CONSULTANTS iallinUUMNISUBMUNUMU W REVISIONS No. Date Item )r r 4.1ar 1145, I 4.)(t4. ei o, ero Lrr 0 la'!' no, I', a It ° g-re Vs bs t.it. C Pf 6P> Cet ` pt lNi PlI �i5 .‘xs,t5fr I N& X4 itsCA..{/V, ilLos CSI Lot 1 �.....,, s�,✓ r... r,9 rt'I`d Se.V%k M .0- *ItMMr r,tv PC, G0N14%or . t46tci l* ery oa I- M s°(Iq�t''AI.I..s SECTION AT CRICK N .••.. •. 6:,: i„. f.'.:.,-, r' v: �rw- cienw. srw+.'. il..: �nn�QSliL.•..wfs�^+'rN•�.M >r.–. 4 AO'TE : I f the notice, it is 1 ' �t.040 1. 111il illy1111{'�I1IIIfIIIilllsl►I1II 11 t* N GERMANY 12, i ,44.1 ia4ui t .i rr. a. 9W2 (RIAI.I- N 1 c i Broil 4 IoM,t` 4- '21-.11 14" v* tsdi m , I gpcLi rr� -cc (,./ ` 44 i c; `tee ap4 -COP OP 'oLt vstpd� I.,r +I63.7k-47.." Mi & I @X c' r It f rcf+ *.. CITY Of APPR SEP ISI(N =CoN rP Fizos tki :—'r' +.1,0% !�4 T4t�iJ�l ,SECTION AT BRIDGE 1411c 1L " . iEA.c&PEAt fetus :7a.erlonr amiNtma rJ.ariSe. RECEIVED CITY OF TUKWILA AUG 2 4 1993 PERMIT CENTER COPYRIGHTS 199 THE (ALLISON PARTNERSHIP Ili APPROVALS KUSWINNWWWWWWWWWWWIEWNS COCHRAN Project Architect M 4k(46%1Vkle, Drawn Checked Approved 2962" t rriER &AIL STATE OF '' -` slTh;GTON Registration 1111 SHEET TITLE ialainnaMENRAMTEMISSU NEW WALL ELEVATIONS 1 SECTIONS 931 54.00 Project No. SI SHEET NC). AUGUST 13, 1993 Date A3.1 >, a * 10 :r• :f P' ftl .•.. ,