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Permit B93-0346 - SEARS - REMODEL
B93-0346 SEARS 400 SOUTHCENTER MALL , •••■••■ r Y'vgs goet3tzok d- c0. b90-ao CERTIFICATE OF OCCUPANCY CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD, SUITE 100 : TUKWILA ►WASH:TNGl'O.f 98188 4 ; ,, `i " i,'"�5i�1 ry I{ fir° :,'''... THIS CERTIFICATE. IS4,RD'f Pups UANT `f0 !THEru•REQU:I;J EM T OF \''.. C :T`I'QN 307 OF THE D ^n �p s J + �{ J UNIFORM BUILDING GgpE CEI TI., YaI1VG1.THAT T, THE 'TIME. IS: UANCEZ�*'FHIS STRUCTURE WAS IN COMPLIANCES W'ITHr THEiS ,� ' ' �,� r � CARIOUS dR�D NAI�G�E'S OF T E.�C�IT'Y ,REIiUL•�iTING BUILDING CONSTRUCTION `01�, :�l E /'IUD ALL AgPLICABCtEJ�C,ITY FIRE 'cgDES r FO ; THE FOLLOWING. df ,,:•,. t 4.. r,, J F,,,;),9 4 i 1 .r'Ei' 2tx �j`� t ; •1: 1\ F 7 i J�.r '�� : }AS. t. �,a' !Y'� Te,n�ent EARS ROEBUCK ) wD,SO.. "` PerM t Ndl,+r' "B93\ffu, 46 Building Ad las . �t400 SO1JTHCEt?4TER MA ;L,., y4Y` Suite N6: . ' ttpl„ .:" / +.. .._,•,. we Pa 81 5137920- 0330 �' y' °r �, tt; ne �v SEARS ROEBUCIC,r 1ND�1C � ' S.. ,. l 1! c r. 4 � �1�•l}�ilt{ ".rf , , ,., N''''' uptlnoy+: STORE .�-' f ti. k�}, "' OcoupantL6ad: 0ccupar ; Gyr�y��9;4p': B -2'" `' ,a,.. �' ;� � i � � s' Type of ,Cona -ill ,,, R . TuT�j,,' 44 ;;a ^,iA��,a. ! r++ ,1`a, t. �''k sr.`•. .."'... �. +C'. ` ,11, I 9 THIS CERTIFICATE 4 t o M Yd's CONSr'ICUOU''SLY P. 0S ED 4Dr(THE PREMISES City ofnakwi& (206) 4314670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: 893 -0346 Type: B- BUILD. Category: ACOM Address: 400 SOUTHCENTER MALL Location: Parcel #: 537920 -0330 Zoning: Type Const: I F.R. Gas /Elec: Wetlands: Water: TUKWILA Contractor License No.: JRABBCC172JD Status: ISSUED Issued: 10/29/1993 Expires: 04/27/1994 Type of Occupancy: STORE Slopes: N Sewer: TUKWILA TENANT SEARS ROEBUCK AND CO. 400 iSOUTHCENTER MALL, TUKWILA,,. WA 98188 OWNER SEARS ROEBUCK AND CO.,;: Phone: 708.286 -6336 3333 BEVERLY ROAD, D.824C BLDG' "A2, HOFFMAN ESTATES, IL 60179 CONTACT THOMAS CHAP( =L ra •;,Phone 206 827 -0629 521 •KIRKLAND,.WAY,,..KIRILAND, WA 98033 ,.A CONTRACTOR, J R ABBOTT`' CONSTRUCTION CO,..,INC ', : s Phone : : 206 467 -8500 P.O. B1X; 34048, ',,SEA:TTLE,`. WA 98124 ****k***. k****,*"" v4(*. k****0, 4**.k**** k.. *** * **** * * *4. * *kkikkir;kk.** * ** *;w. Permit Descri)tion`;:,, ** * * * * * * * ** INTERILI.R REMODELING, NEW.ENTRANCE CANOPY, NEW ENTRANCE DOORS, AND LOADING DOCK ,,MODIFICATIONS. Units: OOH. Buildings '• 001, Fire Protection. SeRINKLERED ,' ?''' + t: UBC Edi8°1`on. 1991 Valuation: 1,811,50000 r ;Total Per Mi t Fee: 8, 52'4.428 *** k**•k J(.*** k*kk* k*.*****'k'** k,* k**'** **k * * *'* *k *k * *** * * * * * * ** ** ic*** *;k * * *** * * ** e F rort SETBACKS' :, Back:. Righti Permit Cell er Authorized Signature I hereby `;oerti.fy' that I have read and exarpi`p ed this".perm'it and:Ukr)'ow.? the same to be,: true ;and correct. All prov'is Ions 'of, l,aw,' an,d' ordinances >` governing `.` g° g '.th�s'Work will be complied, /With, wh'ethe`r - :specified her,,e n or not. WA The grantingf, of thi`^ sp'ermit does not presume't'o' give author to violate or cancel thepovisi,ons of "any, other state r or`local re0,:1.ating construction orqthe peformance `ofe:w9r. author,,;i z'e'd t o,":s"i gn for and .obtain this bui1 /di,h,g permit. Signature:L__ Print Name:_ 1'A►11 _ • 'C ` _ This. p.er.mit. shall become null and vo "iv'd""i:i'R the work is not commenced within 180 days from the date of issuance, or if the: .work is suspended or • abandoned for a period of '180 days from the.last•inspection. CITY OF TUKWIL.` Department of Co!,, nunity Development — Permit Centar, ,. 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER PROJECT NAME 5 Ro-e_buck avla Co . SITE ADDRESS SUITE NO. INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. ® Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. iEPARTMEt ZBUILDING - initial review kFIRE PLANNING UIREMENT: DMMENTS> CONSULTANT: Date Sent Date Approved - FIRE PROTECTION: Detectors FIRE DEPT. LETTER DATE ZONING: PUBLIC WORKS O OTHER INSPECTOR: -1'� -. BAR/LAND USE CONDITIONS? Yes REFERENCE FILE NOS.: MINIMUM SETBACKS: N- UTILITY PERMITS REQUIRED? PU : LIC WORKS LETTER DATED: , rj INIT: ,BUILDING - final review BUILDING OFFICIAL INIT: TYPE OF CONSTRUCTION: ) R. CERT. OF OCCUPANCY? XYes 0 No UBC EDITION (year): 199 I REVIEW COMPLETED INIT: AMOUNT OWING: W 413 .11) 0 CONTACTED DATE NOTIFIED BY: (Init.) 2nd NOTIFICATION BY: 3Ri) NOTIFICATION BY: BY:1 (init.1 01/09/03 CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 DESCRIPTION BUILDIF4 PERMIT APPLICATION PLAN CHECK NUMBER i. .f'YM`l!aY:i�.",l'r�(�IK?iNibf iGil.Irilti:Lf'ri : n 0 BUILDING PERMIT FEE PLAN CHECK FEE' BUILDING SURCHARGE .AMOUNT'• : RCPT.* DATE TOTAL SITE ADDRESS SUITE # V VALUE OF CONSTRUCTION - $ %, , ij p epd,pp 4W .Sou vrE E LL- - PROJECT NAME/TENANT A ASSESSOR ACCOUNT # TYPE OF ❑ New Building Li Addition eTenant Improvement ( DESCRIBE WORK TO BE DONE: fRfWgNC:- PP/MONS / R L0CAI` 1 oFrIR -e ttilri &Tj IklitliDR PeaCiY L.WG,,N a r9- tiiQCE c ia'j /MEW WifiNCE Ix. , i� t D�j BUILDING USE (office, warehouse, etc.) 1 L- S NATURE OF BUSINESS: WrAit,, --,p' WILL THERE BE A CHANGE IN USE? Cer< ❑ Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: 172, 5 74, Tenant Space: J'72 S74. Area of Construction: 172 .1 74 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE O OR HAZARDOUS MATERIALS IN THE BUILDING? ❑ No / PHONE 7;65 �`' ' "yJ 1x-� �i GC7 , i 7 65 286 d�3.3 ADDRESS 9333 ep01 �-t�24C`6 A2j1 (wi'a1�', IL.- 1ZIP 6617.3______ CONTRACTOR PHONE ADDRESS. ZIP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT � i et: cat �'�.,� �i- as Fs PHONE ,2c6 U�7 . Q,2 ADDRESS 52i Nr+ i1.kp w i't,/ ie4K1(tI „Nli A_ IP ei8b33 ;M.EREBY ;:.CERTIFY THAT I :HA. VE::READ.ND :I= XAMI.NED TH1S Af?PLICATION;:AND KNO ;BE:TRUE :AND CORRECT, { ND.<:1 AM;AUTH.O IZ � TO.;APPLY`FOR.THIS;P.,ERMI.T S .►s f'•E /// BUILDING OWNER OR AUTHORIZED AGENT PRINT A E ADDRESS 521 DATE PHON I CITY/ZIP 827-062 8033 CONTACT PERSON -ThomiNs Cw, nar_ PHON F(9Ve)8 7 _ 2. 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, orcontractor 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 plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. I. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES 03/16/01 ;M.EREBY ;:.CERTIFY THAT I :HA. VE::READ.ND :I= XAMI.NED TH1S Af?PLICATION;:AND KNO ;BE:TRUE :AND CORRECT, { ND.<:1 AM;AUTH.O IZ � TO.;APPLY`FOR.THIS;P.,ERMI.T S .►s f'•E /// BUILDING OWNER OR AUTHORIZED AGENT PRINT A E ADDRESS 521 DATE PHON I CITY/ZIP 827-062 8033 CONTACT PERSON -ThomiNs Cw, nar_ PHON F(9Ve)8 7 _ 2. 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, orcontractor 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 plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. I. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES 03/16/01 COMMERCIAL- SUBMITTAL CHECKLIST 4■1■1•1. NEW COMMERCIAL BUILDINGS/ADDITIONS Completed building permit application (ono for each structure) Assessor Account • .. • Number • '•• • .Two sots (2) of the following. fl • •• ..• Specifpcations ..9tructUral calculations:stamped,by..,.a orig!noor: 1-1 Soils report staippe.fby a Washington State liconsied LiTopographical survey •• [ I Energy calcUlations:stamped by a Washington engineer or architect Li . • . : • .. Legal description Working drawings ; architect, .which ••• ,.•••:•••,,.. „ . Architocturai drawings . . ..„.• Structural -httnidal drawings "•• . . . Civi drawings ... ; ...1...andsOapp, plan . . . Six (6) sots of ctvil driwings • submittal roqulrcmonts • •••• ..11.1.111M■ COMMERCIAL TENANT. IMPROVEMENTS • :[1 corn ietdd:building.:perrnit"aPpliPatien(ona":(0(00Oh",StrtiOtyre):::,";i;:;•;,•••.,"•.•••,".•:::• '' • • ••• •••• •••••,:.;••,••• ' • • RACK STORAGE • • .. . . ' • *.".: • ••••••••• ••••••••• •'• ". rnaierial being : . " • •. • . .„ „.. . . . . . , .•....•.„ .1 "1 • 'biiij,'ixiStingrOOL.mae... 1-1 Li•• • •-• •••••• ' letter:ls,r9quired prior to final Inspaction arid slgn Comptotod building:perrnitaPPlication, •'... .,•• ' ' .• : .. „ . „.... , • .:Aoso Two (2) sots of .•• ..„, • -""' •• • I ANTENN4VSATELLITE DISHES J.. Building iloor plan. s • :••• haWing:'" b lid(' Entirespace . ....... „ ........,..„,. ''••:•.:Exit doers • .•. • •••• • ••- •• • •:..•:. ............... ......... , • . •• CirnensionSof [11 ,Tenant SpnOofirior plan:.ShOWing"rack • .,•exi.t.S., NOTE Inchido c*monslons of racks and exit wayS on plPrt.• I I StrOcturalicalctilationS•ptarriped,by a Washington State hconsed : • engineer (raCk;'Storago'S';and •:: 1•:: RESIDENTIAL NEW !ilp!:.E.FArvii!.:y: DWELLINQS/ADDITIONS ;„.. Li Corilploted building permit applicatiOri (one," for oppti.6tritpture) .,•,•• riLegal desaription . • • .• : i , i .., p09., y 0. ,...7r.,,,,,,,,., . ..7.,,....,/,.....:..„......:::::,..,:::..„,,,...,,.., ................................................................... ...................... . .,:•........::::::;:: ..::, j .A7sspr....„,...:,;::.:. . ...,...:„.,,,r.:(.....,,,:..,...,.........:............. . ,...... . : . .........,.........,......... . ... .... . . „:......................., and ...'...:'[..r...i1.iplei;p:1:311pl6n. 0(1SPhP....t)9,...,-)1:,;1'...,'...1b:::,:'......6:1::Ii:;.,;,:...6::..::.1!°:..1:iW711n'..g7t.1:1•':.9i!''..:::.....ti.:9:....iiii6.1i:4.:ii,....ii,':•ii...1.:•::.....';:,1,1..::..i..:.:(4:',..:'',::'l.:..'.::4,;:..•'.'::1.::.i.::)1;::....1:'.....::i.E..:...'1... Two (2) Pis: of 01i,....':......4.-■16h,iiiCi686::'..:::::,::k.:.:.i..::::,:::::::...,...,••••-• ............... • • _, 1d6...'.7'...:a:...a........:..7;Y,''Iye.:''',......bua:1,.....',dI..(3.i.:ai......t.::'..:..1g...ePt'''''....E.':e..cl..:..n......p.:..1(4.•..61,?1:..°.'.:1,...'tes,...ri:....:.,t.''...,a:..,.:;'.:;:'....1:7:1.1.....',....11P...':•P..:.....7:;:f.:.:111.':.....'d.•:..',''''.......'.,;...°:t.,...:'!6,....:t.....':',.•.:'......'.:1.:,.::......97........:.:.'.•':..i.l.''''..•:''''''..*.l...':',''6':..:'..'::7:.'..,'''d':i:.::'.e'S...1'..n..c:611..i.,.:•''......1.:,..,.•'..:::.....,;1:1,.....'':.'•.i.:.:'.,.:1:.....'.:::.ie;:'....:.'..,,....•.:...;......':':..1:6:''F..!'''':..:'..4",...:,..:.....)":.........'...''d....'.'•''''''''''''''.......'....1.';:''''..'.:'''...'.''''''''''''''''''''.:..''''''''''...:.:...'si • •,....:00TT'•:!..i:......:..:.1::;:..-iiiiii•;*:.j...7.,:ii.::,:::::!::::::::;•,.,:,;.,,.,61§#:19.,:..:::::;::..;[::::-.:":',.:1•:::::::::•.1.::'.•''' 1 1'..AsP..v?-..,i°.,.:..:i.::::..:c?c':.:,:-: ... . 6itiicid.....r,i..,w....in.....,.,‘ ..,.....,.,,,, :.‘..::, .. 1 '7.ii6_,..'011;::::i110:9„..• ;1F4Fgri,ig:6°iutCir:r:";1;!1.3.1::.969rlir'....i.;''...::6:ii7.'..'%°11-1.'..9.si6°i4dr1l: views) '.:.: .:., 60 'P°17i:it'°PPIIIIPf?..:::.1 0.1,. ilir14 ii!:1.....Pif:::.:„::::::•i'M, done 1 i) i•.:ail•Fir.1":;:.: •'"''''':;'::::::(iki. • ..-.:.,..,...:.,..„1,, : . ,..,......,..:.....;.,:'..,,,,:: .i:REiini.•-: ..,.:6 6 ' , : 1Assessor i 6i.:. ' 4°' ° i1 i :.t. 4'... .... .d. ... c i .....'e.' '' Account -. ,....' .' . .. e... ;.' Y....' ',' - ,1..ri.. ,' 's . •': i..' ).' i... i': r. 1- 1 •,' ii. ... ' • .' Number '!. k ''.1i.. .• .. P . i : 9 • ,'. 1 ' : .,' .. .. . p:,,‘ •' ?:,. 9.! .. . : . :i;!.: p.' '.. 11 li r. I. 9.' .,.. .•::'::.....:::...:::•i„..,../..:::::i•,:sp..;.:...:...'.,qc.:..,'.::..',/..1.....:::'.:::'..:'.t...4;:. ...P1114•::,::::.:.-...:.:.:....... ...„.„...............,,,,.,.: ,....,..„....„..iiii00:: 11,2tE,.„.3.,.c.. 1'. be:1)9 ; .. „ - .,..,........ .,.0..'clyire . to fi:"1.:q.....,....,::,.. ..■%.,:.„,.....;.::..,:.....,, all attha'Perirtit.•:::::::.: 1j7t7r...11:11 i ii 0.... 1.. I: 91.1... :•!..:6!19-.,{:1,,,::::.••••••••,......,,,..'• i, ..‘, ... .: . . ...,,.,.. ... '41""V'''Y?itted,,,,:•..,„.,,,:„.,,,[i.,.. NOTE ,„c: oii Fe .,..,...1t::::::: .1••••.,'..':: ::•.? :.•::: p.„.„„•,...:;:,.......,;•.,..i.' on9j'IP,'..F.!",.:"....r.69-:'!1:::.!'...1:9::::..,..q.........9'•,:::•''.:?...;::.I.:::,:':'..:'•• ..:,...,.....„,,,„..:„...,...".. GENERA 4250.68 TOTAL 4250.68 CHECK 4250.68 CHANGE 0.00 4226A000 15:497 •h*******k***kk********.k**********************k****h*********Ahk* CITY OF TUKWILA, WA Reprinted: 09/0:9/93 11:56 •TRANSMIT ************************A•***k****k******k* kit*******r k***• **.4**** TRANSMIT Number: 93001250 Amount: 4,250.68 09/09/93 11:55 Permit Na: 893-0346 Type: 0-BUIL0 BUILDING PERtipu. 09%93 Parcel" No: 537920-0330 Site Address: 400.SOUTHCCNTER MALL Payment Method: CHECK Notation: GREGORY & CHAPEL Iriit: SLB k,k***Or***h**************k* Ar********h•h**k**SFr*********k•k**•k****** Account Cade Description Paid 000/345.830" PLAN CHECK - NONRES 4,250.68 Total (This Payment)». 4,250.68 Total Fees: 10,794.68. Total A11 Payments: 4,250.688 Balance: 6,544.00 •h******.******************k*****k*******k****************h**k*A** CITY OF TUKWILA, WA TRANSMIT :****fir*********k*k***•**************************•k***"•************ TRANSMIT Number.: 9.3001572 Amount: 4,273.60 1O/29/93 O9:OO Permit No: B1J-0.346 Type: 8--8Ui'LD BUILDING PERMIT ."Parcel No: 537520-0330 Site `Address:: 400' SUUTHCEN'VER MALL Payment Method: CHECK Notation: GREGORY & CHAPEL .ir.e****.tilt:*****k**.*****.****yl•************“.*****•k*k****A• Account Code 000/345.830 0OO/322.1OO c 00/386.904 Description PLAN CHECI( -- NONRE8 BUILDING - NONRES STATE BUILDING SURCHARGE Total (This Pa:tymert).: Total Fees: Total All Payments: Balance: .8,524.28. 8,5.24.28 .00 Init:.SLB k k ti ;1.lt 4r Paid •-699 .40 4,968.50 4.50 , 4, 273.6O •GENERA 4968.50 VOID. GENERA -699.40 GENERA 4.50 TOTAL 4273.60 CHECK .' . 4273.60 CHANGE 0.00 5802A000 14:51 CITY OF TUKWILA Address: 400 SOUTHCENTER MALL Permit No: B93-0346 Tenant: SEARS ROEBUCK AND CO. Type: B-BUILD Parcel #: 537920-0330 Status: ISSUED Applied: 09/09/1993 Issued: 10/29/1993 4c1c*****kk************************k***Wk*******kk****hk***kkk**********k** Permit Conditions: 1. PRIOR TO FINAL INSPECTION;JHE DEVELOPER WILL BE REQUIRED TO FURNISH THE CITY UTILITY 'INSPECTOR' WITH: SURVEY DATA THAT WOULD EQUATE VERTICAL ELEVATIONS SHOWN ON THE PLANS WITH THE NGVD OF 1929:; 2. No changes w01;be madetp*WplanSunlesspprove0y the Architect and. the Building Division. 3. Plumbing ,OrMit,.shafl, be obtained through the.,,,S*iitt1e-Ofng County DO4rtm'ehtof Public Health. Plum6Ing will be inspecOd/bythat-agenCy, in'1bj.1.66,all gas piping (296-4272). .,, , ,,- , •s• ,, 4. ElectrIcalepermitshalloecibtained'through the Washington •;:.'. . ., State Division of'Labor-,and Industries and all electrical woriO.WilfrbeinSpectedtly thata-gency-(248-6630). ., •• 5. All/imgchOnicel work shill--.be.*der :Separate permit thrbugh, of the City Tukwila. 6. AWPIermits, inspeatlOhreOrdS,*df'4pOroved plans shall be ','‘--, ,.,,. , ,.... , •,,,,-,, ':, maiAainedaveThibje et. thejob4P prior to the start of anykdohstraction, TheSe'doOMentSare'lto-ie maintained av011iablht:il flbal,,ImSpon approval is granted. 7. ALL REVISIONS To PLANS SUBMITTED FOR Rgy- ,-, IEW AND APPROVAL PRIOA,M.PROCEOINGTH/THE WORK. 8. Any'j00,qin'6 grid and light ffiture''inStel.4tion As reqU:Wti- ectIt-meet lateral bracingirequtrements for Seismic .,- Zone 3; N - ,1/4 . 1:' 'i-;1 r. .', </ \ ''• * ., ( ; • .,-% ; .:. "•, • 'i1 , ic 9. PartiAonmAlls attached to ceiltnglgri4 mUst:;be laterally braced4f over Yeight (8) feet in :length. , 10. All rack. requires a separate permWthr,7Ough ethe City ,.., of Tukwi.i*,., Structural calculations stamped4ya4W4ShinOph State lisedifructuraT,Engineer are required for rack , storage oVetteig t,(8) feet tnthe,i,ght .. • 11. All constrUWon to be done in conformance with approved • ...,, plans and re'dients of thiWOrM„Building Cpsie0991 Edition) as amendby the W,ShipbtOn'State Bud*ng Code, Uniform Mechanicii.Code.(1991 Edition), and„e;y*S0i"gton State Energy Code (1991 SeddrnEk41pnz.i. 12. There shall be no occupattttiibm.14(s) until the final inspection has been completed by the Tukwila Building Inspector. 13. A CERTIFICATE OF OCCUPANCY WILL BE REQUIRED FOR THIS PERMIT. 14. Validity of Permit. The issuance of a permit or approval of plans, 'specifications and computations shall not be con- strued to be a permit for, or an approval of, any violation of any .of the provisions of thls code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188-7661 (206) 575-4404 John W. Rants, Mayor September 30, 1993 Fire Department Review Control #B93-0346 (512) Re: Sears Roebuck & Company - 400 Southcenter Mall Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3-1.1) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1-6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1-6.9) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher", with an arrow pointing to the unit. (NFPA 10, 1-6.3) (UFC 10.505A) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1-6.5) Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188-7661 (206) 575-4404 John W. Rants, Mayor Page number 2 4-3, 4-4 and 4-4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4-4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10A-4-4) All extinguishers shall be recharged after use or when an inspection reveals that the extinguisher is damaged, impaired, leaking, under or overcharged or has obvious corrosion. (NFPA 10, 4-3.3, 4-5.1) (UFC 10.504A) Maintain fire extinguisher coverage throughout. 2. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 3303(d)) Exit doors shall swing in the direction of exit travel when serving any hazardous area or when serving an occupant load of 50 or more. (UBC 3304(b)) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 12.106(c)) Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its presence would obstruct or render the exit hazardous. (UFC 12.104(a)) Dead bolt:, are not allowed on auxiliary exit doors City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188-7661 (206) 575-4404 Page number 3 John W. Rants, Mayor unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. Storage under exterior or interior stairwells shall not be permitted unless such space is protected on the enclosed side by one hour fire -resistive construction and sprinklered where required. (UFC 12.109(c)) Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 12.106-12.111) Internally illuminated exit signs shall have both bulbs working at all times. (UBC 3314(c)) When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 3314(A)) The color and design of lettering, arrows and other symbols on exit signs shall be in high contrast with their background. Words on the sign shall be block letters 6 inches in height with a stroke of not less than 3/4 inch. (UBC 3314(b)) Aisles leading to required exits shall be provided. from all portions of buildings. The width and spacing of aisles shall be maintained at all times. (UFC 12.104(b)) Exits shall be illuminated any time the building is occupied with light having an intensity of not less than 1 foot candle at floor level. Fixtures required for exit illumination shall be supplied from separate sources of power for Group 1, Divisions 1.1 and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more, (UBC 3313 (a)(b)) When exit :r i ria arc required by Th,:; Building Code (see City ofTukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188-7661 (206) 575-4404 Page number John W. Rants, Mayor 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)) Hallways in your building are constructed as one -hour rated exit corridors. In orderto maintain this one -hour rating, doors leading into the corridor must be kept self -closing or the door hardware must meet certain criteria of the Building & Fire Codes. Please contact the Fire Prevention Bureau at 575-4407 for further information. (UBC 3305g) Exits shall not pass through kitchens, storerooms, restrooms, closets or spaces used for similar purposes. (UBC 3303(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 requirements of the Electrical Code. (UBC 3313(b)) 3. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and/or recognized by The City of Tukwila, pr`'iur Lu submittal tLal Lu the Tukwila Fire Pr everaLioh City olTukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188-7661 (206) 575-4404 John W. Rants, Mayor Page number 5 Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1646) All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to The Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212-80) All exterior components of sprinkler systems should be painted RED. This includes: Post indicator valves (PIV), outside stem and yoke (OSY), wall indicator valves (WIV) and Fire Department connection (FDC). (UFC 10.504) Hose racks must remain unobstructed to allow the rack to swing freely. (UFC 10.504) No articles, displays or other materials shall be hung on or from sprinkler heads or piping. Remove the item(s) in violation and refrain from this practice in the future. (UFC 10.504(a)) (NFPA 13A-2-6.1.7) Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13-4-4.1.3.2.1) All control, drain, and test connection valves shall be provided with permanently marked weather-proof metal or rigid plastic identification signs. The signs shall be secured with corrosion -resistant wire, chain or other approved means. (NFPA 13-2-7.3) Refrain from blocking sprinkler coverage with shelving. NFPA standard #13 states that any shelving or decks in excess of 4 feet in width will require installation of sprinklers thereunder. All sprinkler systems, fire hydrant systems, standpipe sytoms, fire alarm a'y'stoilia, portable fire e City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188-7661 (206) 575-4404 John W. Rants, Mayor Page number 6 extinguishers, and other fire -protective or extinguishing systems or appliances shall be maintained in an operative condition at all times and shall be replaced or repaired when defective. All repairs and servicing shall be made in accordance with recognized standards. (UFC 10.504(a)) There shall be maintained on the premises a supply of spare sprinklers (never less than 6) so that any sprinklers that have operated or been damaged in any way may promptly be replaced. (NFPA 13-2-2.7) Sprinklers that have been painted or coated, except by the manufacturer, shall be replaced and shall not be cleaned by use of chemicals, abrasives, or other means. (NFPA 9-1.3) 4. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 5. In combustible construction, fire blocking and draftstopping shall be installed to cut off all concealed draft openings (both vertical and horizontal). (UBC 2516, 11 (F)). When fire dampers are required to maintain fire resistance of construction, they shall be installed in accordance with their listing and UBC Standard No. 43-7. (UBC 4306(d)) 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. Walls of corridorsserving 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 four system►. (UBC 33O5(0) City of'Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188-7661 (206) 575-4404 Page number 7 John W. Rants, Mayor Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.601) When walls and ceilings are required to be of fire resistive or noncombustible construction, interior finish materials shall meet the requirements of U.B.C. 4203. The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No, 42-B of The Uniform Building Code. (UBC 4204(a)) When fire resistive floor or floor ceiling assemblies are required to prevent the vertical and horizontal spread of fire and smoke, the assembly shall be maintained. (UBC 1704(b)) Every building shall be accessible to Fire Department apparatus by way of access roadways with all-weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided with an approved turn -around area. Access shall be within 150' of all portions of the buildings. (UFC 10.203,204 as amended) There shall be no enclosed usable space under. stairways in an exit enclosure, nor shall the open space under such stairways be used for any purpose. (UBC 3309-F) (UFC 12.109c) Accumulation of combustible waste material is prohibited during the demolition phase of this pro,j. .t. Rt.-Iliova and properly d iQpo:40 or i11 1 wa6Lo City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188-7661 (206) 575-4404 Page number 8 John W. Rants, Mayor material prior to the close of the working day and as often throughout the day as needed. All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (UFC 10.203, 204 as amended) Please have the posting of the fire lane completed within 30 days at which time we will begin enforcement of violations thereof. The required width of access shall not be obstructed in any manner, including parking of vehicles. (UFC 10.206 as amended) 6. Storage of flammable liquids is strictly prohibited inside apartment buildings. Quantities not exceeding 10 gallons for maintenance purposes and operation of equipment may be stored in approved containers and located 25' (feet) from any occupied buildings. Quantities exceeding 10 gallons must be stored in approved flammable liquid storage cabinets. (UFC 79.202(a) & UFC 79.404) Commercial dumpsters and containers with an individual capacity of 1.5 cubic yards or greater shall not be stored or placed within 5 feet of combustible walls, openings or combustible roof eave lines. (UFC 11.302(b)) Smoking is not allowed in designated "NO SMOKING" areas. Please assure that the area is posted and implement a company policy for enforcement of this requirement. (UFC 11.502(a)) "NO SMOKING" areas shall be designated in warehouses, stores, industrial plants, institutions, schools, places of assembly or where combustible materials are stored or handled, when conditions are such as to make smoking a hazard. Please post the following area(s) with no smoking signs with lettering, size, and location to be clearly visible from adjacent areas. (UFG 11.502(d)) City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188-7661 (206) 575-4404 Page number 9 John W. Rants, Mayor 7. To use any building or portion thereof exceeding 2,500 square feet for the storage of high -piled combustible stock. A floor plan showing the dimensions and location of the stockpiles and aisles shall be submitted with applications for such permits. (UFC 4.108(h3)) High -piled combustible storage is combustible materials in closely packed piles more than 15 feet in height or combustible materials on pallets or in racks more than 12 feet in height. For certain special -hazard commodities such as rubber tires, plastics, some flammable liquids, idle pallets, etc., the critical pile height may be as low as 6 feet. (UFC 9.110) 8. Wet standpipes in exit stair towers with 2 1/2 inch hose connections at each floor level may be required for this project. 9. Smoke detectors in elevator lobbies for elevator recall and detectors in elevator control room for power shut -down may be required for this project. 10. 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, DI,Te (r The Tukwila Fire Prevention Bureau cc: T.F.D. file iiud 1r City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM John W. Rants, Mayor Thomas P. Keefe, Fire Chief Permit No . — (743 V Project Name Address ,12/4 // Suite # Retain current inspection schedule X/ Needs shift inspection Approved without correction notice Approved with correction notice issued (,,.,„!Z / e'r/ ( 45..Si.t t-%) ` Xje%' Sprinklers: Fire Alarm: Hood & Duct: Halon: /t/ Monitor: ,/ 4'r1'72/11 Pre -Fire: /t Permits: Authdrized Signature FINALAPP.FRM ',1;///41,/ T.F.D. Form F.P. 85 } Headquarters Station: 444 Andover Park Bast Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575-4439 0 INSPECTION RECORD C) Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Project; c^ r 5 Type of Ins i&i: W ^ Address: 5/00 sir c . rc. trom.� Date Called: 41/2 Special Instructions: Date Wanted: am. p.m. Requester: Phone No.: CLApproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: .2) vim. V-�. �t r Inspector: Date: h. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be pa at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectlon. Recept No,: Dale: n..At..''£9_ v-rtrs`1.--.. iM!n..:4Owsw.,.0044.n..1•9!Ag2Mte .t?3! A INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431-3670 Project: �r ���„ Type of Inspedlon: t--- 1 _ (.c Cu �►�j Address: �i & / / Date Called:-�"/j l Aderias radians: . - �� Date wanted: Requester. PhoneNo.: z4.7_ .5,/ate [Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: 1 �- --cc occ.1.0411 , F-r ► J h-t-- 1 S C.b 4.l�t J G T'- (Jl10DJ L-otna1,JG AZ cif— f) S�'�PA,c-. ,J C ....s�--e1oa 1.,40.1GH w,w VW Leou_tx'O rN;o i . Inspect C ia_ Date: 4/ ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee, must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection, Receipt No.: Dale: 11 rn ... _•••••4...,r'..l,sr.w,5d.hl� 7a. .a elthli ""r%m� htiretam...w4V.-�' _ _.vw.:.Fa.u...i. i.... _ • . INSPECTION RECORD_ Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 .695-03/it PER/AT NO. (206) 431-3670 t: i20.. Type of Inspection: C7 � 1 111(� } Addre Address: +� co ,300.41y, 0 e y I Date Called: Special instructions: Date Wanted: am. p.m. Requester Phone No.: Approved per applicable codes. COMMEN'S: ❑ Corrections required prior to approval. Oda: VI ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspectlon, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectlon. ._ .,.'rki_i. 1A..«>;_is.ore, INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.; #100, Tukwila, WA 98188 (206) 431-3670 Prof Type of Inspection: Adress 75).qyrite 6 (MN Date Called: Si'' Spacial Instructions: co it/ " /2l.,Q,15'(_., Date Wanted: , , r Requester: A Rime No.: _p e / 6 _ g'U 9 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: I L.Z"N- RAN.DLFs / N.' 2-�t Fc.. oPrlcAL o it j vI�o�-n Oel r. x it- S ` to Chte ui z.a its (- - • c.e a- z-. D 0 2.. 40 WV wi1 kL - 3�Uan-2 c7L --ks- Sir. N /►r r- v r+ RcrovnS. .vo qs v`r- CA . ) rz-i , nsPer--77°r: 73 L., Date: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Reoeipt.No.: Date: 1./0 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Project: G� eQ r� J T Type of Inspection: —�—~ ►� O R Address: /v, Sr // Date Cal J ,9 Special Instructions: 4104q# Dale WA IL• ary i ; oo a.mmf. Requests 1'1anrk Ky1IAcl60r Phone No,: a tic, - ? t Coq 0 Approved per applicable codes. tR Corrections required prior to approval. COMMENTS: Le - %G„,-r & 1,1 v, %ed J Qt -49(...�G L.5 h, 9 ,t 2+) /i 574If P; 7-lG, QI G�G W Z S c-i1 e/44b�.'U 7 4 ✓i 4C._ ,5) .max.,r z//1 P' za 7 / G��% `( C-) �lit1� C.t _ t i t Inspector: ❑ $30.00 REINSPECTION F - REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Recept No.: Dale: „,r.+.�w. _ .ra+» t+...'a.wtin+.:�:•' \•'5+.. r4'1 :V� 'A'.:'t�.: +.,�,.rr .n.,n H.*.INveon srej”,..atj PS tit.7 6M''PL(4...e.e,,,,x4: a °INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Z1 AA R.OriAb ... t . T .. k, 4 :; i°n: fJ i. . s ress. ' i'.D�L.i`�Y /V10. Date Call: _ , Sp: • : Instru to :' . co ? , (k et.v.._..7 Date Wanted: 4-- "`411-1 am.€ Requester. Phone No.: Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: tt ❑ $30.00 REINFECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. inag140.: •-rram w, c„ 4k. •.Or: sw a� ..al�ahet.... Date: INSPECtiON RECORD Retain a copy with permit CITY OF 1 UKWILA BUILDING DIVISION 6300 South entor Blvd., #100, Tukwila, WA 98188 8q3 PERMT NO. (206) 431-3670 Pr e ju e el Type of Ins peclo�_ JJ rasa: l • c QQ�� omic /, A .PDate Called: - ao 7 - Special lnstnktions: Date W Requester. Mails N -- Phone No.: rD � ^ 0 D,2 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: W 2 ► l-1 v"1b- A C c • Inspector: Date: 3/fr ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to.schedule reinspection. Recejot No,: Date: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT N0. (206) 431-3670 Project: , Type of e�t1on (�* /" { s%c�� / 4lr� Address:5P Date C Special Instructions: q- 3 0 Date Wanted: Requester. /w Phone No.: O Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: f s Inspector: Date: 3 "17 D $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, (ee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Lecetpt No.: -Date: low °INSPECTION RECORD Retain copy with permlt CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Project: S ri Typeot Inspection: frn`.DceNA,✓orss' Address: -- C. . ni o..4 Date Calved: Special Instructions: LS I pn^— Z "f Date Wanted: 3- Z/-91 am.t ( Requester, /11A-r-i'-- Plbne No.: 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ')):r.N.ri-qu. csovv"x.S or.J 01---M,car-:: ou'e-c.IS , e-lc..... 2-) 511) a .E Mean-- Net s ft-ck.S c• 'n, t.c:-.-,Z=z2 a %41:1 Se/LiNKli1L ESC—cT .ca14S ItJS7-441.QV, 3 %Z. ern.Ow dE ri-D evar 0 tiI N • •.7,Tb ri-0, ►c j), Prior. . 4- . -xN-- Goitigo.4 ee-1,--ricA- td,J S j r) 2.- Rd-. Whg.4- 11,) - '' SHar Sibcrc,t., ►r . Fi ti►sta 13,14a G r3C, ..SM SToc.katy h: 5)4 cz-►i�-S. G. A. t4,61... cdt-4t9or-- Nv---t-5> :.Doort. Gc.a3a,1.s,y l).srLp A..r 2 c.c-hmh d C. f1KeS• (µSfii-u.()? • `i J .2Nit• COn.0-.DO/1._ N•Ears .FANez Caw- - HAhi'MAILS . • .ti Inspector: Date: 3) 2 t J9 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection;' fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ece r.ntit,.rX.....:w,r�ft��+.+renvrttNe�:'NSA'.","�r',k�r+��'�►,...w...__�.s_:a6'J,.,.eh,r.__...r,u:_----'---...i,n....�..w. _wt...n..». INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 project: Se a.1 „) Enevt t e.x - /r ,1 Type of Inspediaj;,L %-(, ,J , Q , Ja ` �- �C en t Y. „n r, A L / UI� L�Date Date Called: t' (� "" i Special Instruct 14 a..• Fc oat-- Wanted: _ / 3- I l (71. t �m1 Requester. m tx_xI `- Phone Na: uc,-g`gcr9 O Approved per applicable codes. a Corrections required prior to approval. COMMENTS: I Wort-TP1 .57134,F R.vd w. - ca vttrR- bl.cC- PAN Z Ar✓0 / +trove D1/4r'ii-off, der.. p,r-o Fat— N.W. aro44(..f ' Doh, 2-) / Nor wt 4.- Got/zR.-. p '+ , { 3 y.G G+ratL 0 M..L ,J / (ri$ • - 4 51.0 , sYo tiaC. *- csa v.-yc_ G-LEc - eA aik3'LS $ 5 t- =Ylri RAN e14-- )' i 1 AnnbtJS W� APPAalA 9 Z(14.1" =m . oc, rnecr• c.E,NC akcst,1S ARC. Dal O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No,: Date: ,,°dlhcti a e1"t+e.ttw_.s Thei °INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Project: 3^_ Nc� Type of InsPi:On: 'LC 1r.ILaLAM) ►..1 �(n Address: 41 kn S C.,Date Called: 3 /Cp Special Instructions: Date Wanted: . '/Q, -tiy p, p.m. Requester. Phone No.: r)( Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ' c NI-- &)(( r ci) R-114 0 an— r (.4? ( -3rb--J, NIC A N9 F 1'4:. SA F, uJ G P cLe \-- — ,",-a 1J / .0 A PPWLa oc--)2 (c-6 1L Cgs NA=-n • 61•IF'Z C 4AtauAs.7f1 7-61'c J' -r 2 IGc..16A-1 tAi/0 G1'!1 APPA.1VAL.. T,"I"tE. L rv) tmehli. S'roej p> cA i 774 \i- `u7 GN h-r,/Ar.SC'r R-c'rt R 1 n/ S , (Sate: 3 j+/ la /7/ ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to relnspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call • to schedule reinspection. bale: C., INSPECTION RECORD C Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Dag& PERMIT NO. (206) 431-3670 rA A . dubs/wilt. 0,01/A441,/,ide Date Wanted - — ,.5 ..... '''' structim2. 14 ie-• 4-1 0 R,Q),,a, A to Id '-\- Se't DE- . Requester: A/kAl..,... Phone*.: r9 416 AC Approved per applicable codes. O Corrections required prior to approval. COMMENTS: ' Inspector: •i Date: o $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southconter Blvd., Suite 100. Call to schedule relnspection. ReceOt No.: �. i INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 431-3 034(p PEW NO. (206) 431-3670 Project:-t~"")3rL----.3 Type of Inspection: C tms Address:Lao cs,, C , ni4.� Date Caged: a / . Special Instructions: e; an Date Wanted: 3 r Pi-fit(e p.m. Requester: iii AIt. 4.__ . Phone No.: Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ' /51 L-i wJ .2 NA • 2) VA. Date: 3114 / ,� ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: ,+....t ,.. _,.. 14PW. %'a'erta..aw'"" dr.0',!`let..c�..n. ..e.o..hetw..r., INSPECTION RECORD C) Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ' ‘ ech • ez. type of InspectrtdI ,, . . �. � 0 vi-44A e-C�...vc--1 41 / vt 117ate�:el�ecT — s - -AP Special Instruct 94 n (bp ,r Date Wanted — 9 - 1 ii_ (,-.. pri .m. Requester, Phone No,: <2 „to _ n o Approved per applicable codes. COMMENTS: ' e. 1. ❑ 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 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 5473-_ PERMfi N0. (206) 431-3670 Pr y k_ -t i _• r n Type of Insplignp� J (gy dd I. S: G- -(41-k etAkkE"'Y i\A49 fate Called: ---9 lc-- . • . Instructions: ,,yy�c ' � 1 9 �' Date Wanted: 9-- - ir- 9 •p.m. Requester : V ,1ncot, Iwo Rhone No.: ca Tit& 9 rApproved per applicable Codes. COMMENTS:' • ❑ Corrections required prior to approval. F!-m5-N- vv- • 21 1¢ ❑ $30.00 REINFECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. _.....,.: � 1INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 i0'P11G� ,en. t: ALi A �S .ilte \- , ova �a a 9--- �11' r pePdial1�nstrudioii: .� I ibt ✓ Date Wanted: - - .g-:._ Gpsn. Requesters Phone No.: 3 Li _ CP*5 KApproved per applicable codes. ❑ Corrections required prior; to approval; COMMENTS: ' Date: g,72‘ 3j9,7( ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: r!f+•;ti"�:f�.+iti�Sr�t{A!t'�!+'"c:ka+zllw._1,i1C..nl..a.�+- — INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Pr i0 . Q %I t� �i 6t e I" (7 Type of 1 i !y rasa: ,a /ALI %(',Je,1` MA) IrDate .1io:`.n ,9, — it/C-4)L Spa nstruc ons: / � 44)911) Dade Wanted: ,..) -Ili - qt, am.r- Requester. Mk/tot -_...• , I Plane No.: 0 //6 66169 ijtApproved per applicable codes. ❑ Corrections required prior to approval. COMMI.NTS: e4--;< 00_04 A, /r r Inspector: ❑ $30.00 REINSPECTION FEE'HEOUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 0 INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 •etin Type of Inspect• .i • . , rem: a Cai{ed: S��edal krstnkt I C,. �Oaea9 a want �4uester. `inGih/IL. Phone No.: 2-{tPt " grog ./ Approved per applicable codes. COMMENTS:.' ❑ Corrections required prior to approval. P -L-_ Gw'l Ate 2..4 Fl-at t'-- f rc-A km ',IC.. A ii"-e .a v . Inspector: Dal (opli ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Ca INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA .BUILDING DIVISION 6300 Southcenter Blvd.— 00, Tukwila, WA 98188 PEIMTT NO.% (206) 431-3670 Pr p�CAela. i &en Type of Inspection: `}, A:fr s Zara- et 0 e.�J s•-r MAL "ate Caked: c� _ ` 9 U .. 7 Speclai structions: 0 or - i5 to wanted: c, 9 ' ,� am. p.m. Requester. , r D_ A..- Plane No.: sy T" 3 . 1g38 [g Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ' s, ,„ * r • i:1 Inspector ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 irroje 00/5 . J c C , Type of Inspection: ri/ F Address: 46 - - 50_) y� ^ ,,(i, p p t 1' �� Date CaNed: Special Instructions: Date Wanted: ?"7r J � ��p.m. RR�ey�gyupy e•�ster.// y Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ' losts-L-t.._ s U R•i.-c ,,- Z0 FC-1 A r,..10 A ILc a eei (,t 4,) i CZL—c- x-, c./icz,__ t 14,PP[k-vpec.. -- - I\ e $ D a- c f-, L-t 0 c tG --m Cv, t.i.1L , ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. JieLLTI Date: # 'INSPECTION;: -RECORD •Refain a copy with permit CITY OF TUKWILA BUILDINRO DIVISION 6300 Southcenter Blvd., #100,Tukwila, WA 98188 (206) 431-3670 Project: ' r5 Type of InspectiaT Enms-c`u�- Address: quo 5 C. Yr ,..1 Date Called: Special Instructions: r r"~ Date Wanted: Requester ~ t?...— Phone IJo.:, ❑ Approved per applicable codes. MMENTS: 4, f.. 0 Corrections required prior to approval. A 74;7012 ❑ $30.00 REINSPECTIO FEE REQ - ED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectlon. Uete: _ ..iPll?!i: 1Mfl%.HMllAlwculls.ntl..rr... note&P.tWI.—.-_.a .e..ur.r AL. a- INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 093 b3 y Co HMV NO. 206 431-3670 Project: () JAIL 1 S Type of Inspection: 6Lo 63 1 i^ehlcc k Address: q 00 JQ ) Date Called: 1 _ $- ci, 4, Special Instructions: -,� Hoot/ i vie Date wanted: Requester:2 Z Q on be L)1 r.-1 Phone No.: to 1.4 3 — 4.11.� Approved per applicable codes. LO Corrections required prior to approval. COMMENTS: . 5 r6 nit_ tv.i& R Nb F', .lt+cti.. or— „J s a 2.- t.- r (1-�-'bt.oc-tc4-1,1 G 04 - c-N-Cel°T ,5A-t 1-7' JIru.— Ne-r - G c._ 0 r3 j Z__. (citis q G F S ... •‘,./� !" i�Q t l�rp l Str e. 14 eA .� r� k Cv-7 (q -ro 2-` p,...aL1'll- 14" LI Me r--0 a-,,. 1 ( r--, (2.te-- s� t.c.c.4.-, r.G A LAO (L ETT A. t K..6-4, p.-i Gc — I t . t. - FTC it.--- CN,v4s) MI tgc9 ( ,J S "n-€ &-Ic. ��v,-- (-.-tlo_ /re NlY t 72-61, (1 `tom Rs O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Recept No.: o INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERI 'T N0 / (206) 431-3670 Project: -+ (-._0 k P Q i(� Type of Inspection: 4Q.611 en Address: Gar)SecInstnM2P Date Called: 3 \est IA oat_ z I Date Wanted: (_ z) I- R Li ci;p.m. F-ojc) lieu t Yi5 Kano No.: (u-))- Li Z 3 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: 3 F'-A yt-- A P 9 0.a �`�, Sk-L.,,--rs % 0....--A . 64.-4 oq P e (1-4ve p .:.# J . S. t4ti — A RSA 1, c&-e-c' Atli Svlc-7 A Ittr--q M -A-a.. .b 9 4-1- / 2. . • l� -c -c.rtS ct... A P P,e.c i 1-4 .Sen. �� Art-1=1A .CeNri— f it-- 2z.---VkSL=`9 4,te$ M" 6 - /c3 . Inspector: Dale: I 3114 ❑ $30.00 REINSPECTJON FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. _ 0 INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Project_ �A �j( Type of Insp lorf: p,,,� C_.0 (,.6 PFspZ: uq"A U4✓ fl t- t-CakCI: / - -alp - 4- Instructions: Date Wanted: / ` 9. amt rr Requester mole Phone No.: a Lib- vog 0 Approved per applicable codes. [Corrections required prior to approval. COMMENTS: ' z 4- (Fwe.A- --- 1 Pew -'.A 1t- LJva--Si vATST- wfL, S,w, coor- F,7-r 2_ C - 4- 1L Go tic .0lL... c. SS-c , (1... - w.S . S SITS CACA ` ,OS "0, ct . 4,.... � : . -- ram,. 4 C.e,aCVS&LoNS ALA . -9 he p PAX. C 2.) LI COA- - S ► % t. , w % --s A Mo O nt 6` Sgl.S w.. c.. ...s^t- v,T A .,_ v'h/t-4-we-`P f 6 Ctq N. . G.'.,p% of co IoaS • Arci PriPt-ow-p 0,.1 C.1it-A)7 Wfrn. S ONL4. t,.IA-0-2 r-,w.a• va 11 4 a 5sT . 3 wk.no R-a-o w- on1 r itA7,-. Ccz Aetoleovt Q. Inspector: Dale:! /7-1/91 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Recut No.: ._Rf�f?,�'!S•.�^+aM{1'tith+wl�_.t y, ._J, AL. 4•414,4rt ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9E1�8 01;93 311.6 PERMIT NV (206) 431-3670 Pr t rJ d n.P cot j) 6 C � i" m. T of ns ion: ' 4.)yr /C e,t _a\ 04�tCP�t� ✓ f (.1. pp Date caked C _ .' , q ( Instruct ons: Date Wanted: ,t- Requester: , Phone No.: `i LO ^ Q (o c) Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: . 'y 4,A t 6.G — CE r �c'1 -i o A— A 4Gt4 ws-(. CA"► L:t $-X•A G rLi D — ©k-- 0 5QC'L-t w, `=S —it-- 71 t-EirS o ,.1 ; E 2 '-' Fc-06 A.... two c err Fb it- 'f c S. W •. CS, i.Nk .- A/L 1 iA LO At-I,I °N I-v. vv.14S, A&" 1 A Cr ' l'J • L • ex. 1 V���rt B. t4 L4 - 1 / t paid at Recap( No.: Date: rf °INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Project: Type of Inspection: L�-t LI ► iC-7 IA �S Address: ..r, . C • y%�t.... Deis Called: I _ 2.c, Special Instructions: �LtTti`1(L- . Date Wanted: —24 r c;tfam. .r6 Requester, MI Phone No.: [Approved per applicable codes. COMMENTS: ' O Corrections required prior to approval. Date: O . $30.00 REJNSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Dale: Recept No.: O INSPECTON RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 j) ?► (206) 431-3670 P ject: /n►o T Pe of Inspedioryy Arms: 1N(c�.,Iti Fes .- DateCalled: 1--I ICI —gig Spnstnict ons: C„) bate wanted 'c90 4. ®p.m. Requester: r1 i* Phone No.:.%'" Y' ( — W69 I.COMMENTS: L.G Appcved pAr applicable codes, orrect(ons required prior to approval. f j 5 7SW) c. PePS Yrl/S A13.. A•PPit ... ( ) Lc Gar- - sz/s7,1 r - (.4) it„-5 1111.53t frG Inspect Date: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee rnust be paid at 6300 Southcenter Blvd:; Suite 100. Call to schedule reinspection. Recept No,: Date: 0 IN PECTION RECORD 0 tan a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Project:__a. - Type of Inspedbn/41 hi i rJ G Address: S. C . eYEA-r. `- Date Called: /, Special Instructions: Cvm-ST. ..n.-" -4 a /--- Date wanted: / f(V 51g dam p.m. Requester: kY Phone No.: KApproved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ' O'R-t 2tsvIT ACL 1'h-r.J\9 CAC L� 7�-�2Zr c cStr1 ��--t CA,C c. I-1C, A R.GW A ► i51 C,e1 w, rJ (�_"T1Gl Art -A-- I C aspect l//9 9 ❑ $30.00 REINSPECTION_FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ffm° We: C INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Project: S�-i3ri 8,,, Type of inspection: I +4 Address: S C- iri .� Date Called: / ^ /6, Special instructions: EA ! e/NM`'l Date Wanted: /,. /0 ^ 94( Iii p.m Requester: y}'1A-,vt..., Plane No.: Approved per applicable codes. COMMENTS: ❑ Corrections required prior to approval. 67stc C- LAA 1,361 a) 1,1A v. �L,_oNs 'Inspector: 0-- j -7, Date: -cik( D $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. lwerSiti9P0041viatiriMitqatt*SsrdmeML.AlftitalAiricesues.blidia, A._ °INSPECTION RECORD Retain a copy with permit c,5( PERItr No. CITY OF TUKWILA BUILDING DIVISION ' V 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Project: 5 � Type of I �/V i)--i C076 4 Address: S' C. rn MA -- Date Called: Special Instructions: Date wanted: / 2-- 'PI am.€ Requester: Phone No.: ❑ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: '77iis /1dSPAcr0,e- ANb Pade ,b1c.x'd OSrPen 714F Z/7*. TO F►grnit/A,t,2sr dkAsVL-rh-3 w1114 ie- 3 Fs..ao'rL P,04) Crttx '3 A Mo IA QOA o u. A'-tAil 70 ?bi�� N . , -z ,... - , P1.4)vi&Lan1Sit%tt..i-P /Erg ode'• - THE 3 42A Fr'— wAe (ArwA NP P E- r rJ /403--42 oc- t-t.6 4..- c o.A.-,c, rJG A ►.O Ex.(T, hlfirt-n t i/h* ( A- d C s$S, p:Mt rG AP(sue vim- ervz, .'ram Inc,' a:, m f W. ci t i F b w EYt-e Sect-t N 41_ e-g v"i i NSTVA O a P - F, 7-*-61. , crc-t' A 1,J,9 c Tbte-g-S S, t (-4-- N bd 6 Lock- . OTWc"7c.- A-cwt.% wtcYt-E N 01 Ca pt S-c a eX.c"'Y0. e-y..fr P/f'f1A s we-yLE' 1 039 <CZ�r'P A l4)2 NTrre-1 / N TM E1 ft - 51-71-60 F / N coll, pt,g4rtwwJ . A.d N / Ga r,-re... To (• Sf44.$ , LJ/fS (di k7V of o u li• Fr Nor n16e ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. eoe pt No,: QNSPECTION RECORD Retain a copy with permit CITY OF TBKVVILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Project: S c S Type of Inspection: , (LAmAJCI Address: `-i6G S.C• y,NIA.. Date Called: /2 - 30 Special instructions: W -� E'x� "� '' '�`� Date Wanted: J * 3 - 9� art p.m. Requester. LW(NcIt- Phone No.: E. ci lr - g$(.o g C Approved per applicable codes. 0 Corrections required prior to approval. ( A 1- : A tit, 6-N m C ' Sfiw-Ak c rt.t rim e: , i.-' S ❑ $ 30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Can to schedule reinspection. Receipt [date: r. �• �.,.�._... ....._ °INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Project: RI r 5 n; - Type Inspectio j�Yt (l i FAAPI �d� APDssb 5. ( ma (( Date : ed. / a- /a3/q / Special Instructions: G t, l a . — Date Wanted: t rl'l('en 1, am. p.m. Requester m �;� mRr/. Phone No.: Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: ' FAA pc, : I SS PI.013a_ vv.‘ ‘ Ss s sporr-niviz,N-.. ,git-�a. I S-r ['t frdA.- t,-, -r - X n?n-t a R...- WILL, OIC... ( f t Ii15LoUk-- d4-- SPtitNKCr cAor a AT IV-i A tO. 3 i(.- Wtr3f'' ,. s uxi , ,sCz IS Are tts:1 vim' J Su dc1 1"' r ?d "n.r vro c.i t - APP tt.;oVGA t_ . q(fr Cr(' A,� A s /t,—rn N e •I T--. graa Arteig% ra..A rn114 c/t— A wil-4— CA ✓►rj w t ry F—t.01 v" wt. -6 - Fr (I-- ou_ /Fx— to r3G cm. . is". AU.- A P PO.AvAtS AftESu 'G'" jD ez.Ec- AUGH-ol A9PPMvnrc.. SW : Z p-c.stsR-- Go +:.kt% ws pr rp Sei.s-C 1-t. Inspector: Date: zii7 73 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Recept No.: Date: NarsNaw[srnra�_ s&nr.r4caar .=—-='=�aeCk L+.� atfa Kvn�,�•�yrr.�a�.+ �..r .r....... .. ---- OlkSi3ECTION RECORD 593 -- Retain a copy with permit Q 5 PER(U N0. % CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Project QJl) K eke( U of Insp W A-C (%V LL,�,A416 j A.., • A ton fA-c�,►� M�-L e J a 11-q 3 .: • lnstnnxtior�s: Date wanted _ n ....g3 Cr_12).m. Requester: `iyy' f' - Phone Nqo. r "' bq la —I Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: • r„ ,,,,,c Ci <9 cam! APx Date77 ...17 ❑ $30.00 REINSPECTION EE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No,: Date: 4'4 kr-. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 ProleStmb Rortak i u), Type ot Inspedrit.624HAAs (# &U.11-et tliAtire. ' MA-r Date CaNed: p •-• I CO — A . : ..: Instructions: Date Wante— . 1 g Requester: 44 A.hA l'tzt-fiht) P43"1: )—cg thq '•-• - ttl Approved per applicable codes. Ei Corrections required prior to approva1. COMMENTS: • C;ax.Ic 4,6,4 e 7444( 0-4-7 z.,/).1e__ /7 712, 5e,AA4 tiA a444-1.7 , )74 4 7 czg-17,1 24 14-y6r),..... 5 c, evA-/-5 Inspector/44: Date:12.--17-1? El $30.00 REINSPECT N FEE REQUIRED. Prior to reinspection, fee must be paid at • 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Recept No,: Dale: 90 INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 6q3 - (206) 431-3670 r aM Qglin,c �° t isi) o :Q .�cJ.LM ! 10) A L(O',e-� AtL p eCaIod. f D— /6 3 J"I(1"J9�\ Space Instructions: Date wanted � ' / /7_e �! Pm. Requester: M , /o !„ Phone w"c9. 6 — Q g ` �. �. 0 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: ' iT /41107-e C941`�r '—"f, /�.,.t` . Inspector: asuirjhAi /(.5/irie paw./ 2i/7-4J O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Dade: INSPECTION RECORD C Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 P U11A C o �° G' co Type of l � ChQ.. —' slab to 4... sm/i� e ) —i3—q3 ppec$ss: lnstnxcllons: ('D :Dr) 4 � Date want • --. i q arOt. .m. Requester: Wes' CA Approved per applicable codes. O Corrections required prior to approval. COMMENTS: i"C„cG !'✓Tai?rie' /leak/ /v tr7/S / 7A6. nspector: Dat O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 0 INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 tan 04394 PERMIT (206) 431-3670 Project: ge2e4.00640 Type of Inspection: , Address: SAbate Called: Special Instructions: Date Wanted: /'� ,) � p.m. Requester. �'j J�27 S Approved per applicable codes. Corrections required prior to approval. COMMENTS: ' 3 r�. v-- S — r1 1�i L Wieu, S f i-- CCI i0 Z aft) two r9 4.../N6-" , Z. / Fleri Mt / 7 76 /`3 / A r-J19 G C F-z-on.. /S 7 / ? 41r,tii "`�i 5 (A-4) (.....t c—*C4c- - 4- Yf4 1441_.. Z. Fd E-- tifF AP F14"5 o— /}-A TO C.L . l s`)"` occ-a-o4..- c./ "7 Fah-- Fr. Ta 11- 1{ . NisT€ : 0) Ns ac-r wt ark rci 1E`. 1%,cY/he-r k=).rr— a nl Apet /c-ci a-- S p,t-, rJlc.c.Q=ice C.z vim---x. t.G e". nspector: /Z /3 913 O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ece T4o.: De1e: r�y 0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 fec Pret ,- - - Type ot Inspection: pobvded Date Called: i 2. _ co ,. q. Address: , CZ hACIJU- Special Instructions: 0 -ifibtA-(••-) ft i) ti-f51'.". De Wanted: 1 7, - 7,93 ant ea Requester: I/1/H cuk k- Phone No.: ;Cr-Approved per applicable codes. COMMENTS: ' CI Corrections required prior to approval. 040 _A/2 al., .011;Z•kkk... • inspector: s 61,10.1 ,A.174 . Date: /..z17 /1:3 DI $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. De: 0 F'NSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.,-#100, Tukwila, WA 98188 DaV. (206) 431-3670 ;;Aj.7 _,_ . T ,7 6167-, Special Instructions: Date wanted: am R ueste��r� eq , /e (,p R"ne No. V-6 _ 0 g/00 q lZ Approved per applicable odes. ❑ Corrections required prior to approval: COMMENTS:. Cr�L� ! /L p4OU y . ❑ $30.00 REINSPECTION E REQUIRED.. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. [Rece.: Date: 0 INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Pry «: � � l) � b/, 1 o,P tr,t eJ: Ft (.,D, T o t lnspectr15(et.-rvt.A,v1/4, T/^\ ' a... -(4 'fir" M4' L L—Dete Celled: ,1 I'� ^ ^' Date wanted:/�/JV�- / _ , am, p.m. : • �stnE f Requester: �--- L. Pha,e Na: .9 ` (P — R RO 9 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: . a 4-'/oG3/�� lGoa s, dei�'r'si 1-29 `. �� !/' ✓ 16., G, wq //5 P) cietm.Ceorx5 - Gt,A Z,e„�..ti - t U-ZL/ - ! 0 ld cf L ( ° Zr 4- ` ix-rG9c1, f 1 re 4 mil./ A, ` J/ �lmi�1- Gt«/i64- et /yu/ - �at. / ; a A r,ai 04-P-.���i>C4Geee 1"2/_7 .+�1 qA1.01, 1 Inspector: :12 - 3—' f ❑ $30.00 REINSPECTION FES REQUIRED. Prior to reinspection, fee must be paid at. 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt a. e 0 INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 034(0 Projee,e cou/n Type of Inspect l- e A itt i Q. Date Called: Special instruct ons: 1 ((0 vK, 4,�. i G..-' L..ikA lk.' 1YlAamtiblkr) Date Wanted Wanted/tr. q (w)p.m. Requester: /Vim -_ Phone No.: Approved per applicable codes. O Corrections required prior to approval. COMMENTS: f virvv ‘ r.C, CA i..,c..c•-c--TZ-6,.I S `(- 117- jLisis it-- IAA-0-D Lt PS i fJ "P1'''' e. c . ('• IA Lk E A /L f A /a90ilAt.:i . 6 J E e V J 1. A P P rL& ff=f4 l_ 4. • r s,,,..,e,. -.11.-- 9--R,n_ o ,,► ,A c- = F:.-..arc.. . I1-4s'I1 vy... ca 13 1 S 0 L -r, c.6 vWYc . , Inspector: / J` (L_ Date: z . /7, O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Recspt fro.: Date: 0 INSPECTION RECORD 0 Retain a copy with permit SPECTION NO. CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 /3 3 C23yC PERMIT N0.% (206) 431-3670 Project: Type of Inspection: `,--+/ . Address:zi ‘,c.:6 A4of 41 Date Called: // ,3 Special Instructions: Date Wanted: J �/ 32 am, n. Requester: Phone No.: Approved per applicable codes; 0 Corrections required prior to approval. COMMENTS: rio nspector: (pp/ Dale: 4./4r/ ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300,Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No: Date: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 ProJea�N• ti� - ill!! ; f t 11• Type of tns V r: \J �(k 'or`.e zb .$ i M4d 14, t lfide Called: / / — zq 45 Special Instructions: Date Wanted: i i 2& C:::'!. Requester. a t14 : Phone No.: 69 /It " geoc F O Approved per applicable codes. Corrections required prior to approval. COMMENTS: 41e6.--0/ /ids 06.43..s fr7.1*-7ee, 74-701-7 t 17Lecic_ c5' !/ 26/2 Inspector; Date ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reilnspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Project!Q Type of Inspect" Ad; s}�� �� �5��" 1�1 f ��ljA O.tiL ✓ `Y ' e Called: _� L Fi I l �. 6 Sp . ► : nstruct s: ► Date Wanted: / J — *Olt' q3 a nt p.m. Requester; •r n ,/M l Prone No.: f0 111 3 — 571` 0 Approved per applicable codes. I Corrections required prior to approval. COMMENTS: �r{.4,j / S de--1-rt ,' / S P' ct 5 Sn---1-o cfriG04-*),.--1-0 c-Z-eyree# 71j a/0Z- 5 Inspector: Date: O $30.00 REINSPECTION F'E REQUIRED. Prior to reinspectlon, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectlon. Recepl No.: 0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 O c P NO. (206) 431-3670 Project: \-- f'4-14° Type of Inspection: 1 Address: lieZ L5 //,, u// Date Called: %C/am// ^.-/ 11 Special instructions: f Date Wanted: ,/ /( (I % F.r''% 1.3. am. p Requester: Phone No.: Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ' / ,,rt j"'f1-41 I 1 j.. O 1'J .. at FL . or c-c):. LL 141 i• ['-» c..Lt4 f l 1Lc S S 70 cSc.... f1-4'o n-.. Ate- C-1 t2, r OS 0D L) I I -NI 13 1 vA-L-.ircG ON) C-; & - $- I tQ l_c KNT At 0 u v,,-o S LA zJ ...-k---- A. 1 1.F-ct,ut,t '1r'?0,vPrt r c.. r nk7: (=Ro a.,--:-. iU FF j wit= ; S 34-S co e sv 3 A n...,: r(> Lea a..o. % rJC i-a.. -t„ % ,.a r-, r) (- „S -. u..1 W ' . n ) . MI:. Ft ,Ls t-pro it- • Srclvv.`c: or- - -• Lk/Pt-Lk.i .a<-1 nit i ' JA ef' . 1 tL Q,.. 'IN A P' l/(tbkA.Q jt A•.4,'► GS.. 111 frtLC `S `r, I i` r ' {utl (L is-g-ltl c.1 fk 1J1 ' „, , c.(sri R- i i) iL. 7-{\ Ii.- - 6-\.N. T' -4 (a -A F,.. L ,J Ci f w so1"t t C1 a-- 9:: z.,,ti. , s $t, r.1 1- C.,ts z , Inspector: cE3- Le: , /rs fq3 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. eceei No.: . s-1lento. .. }..... Aso Uate: O,INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 .(206) 431-3670 Project: c p ,; vs • Type of Inspection: /-a Address: 40 0 C„0 n Vt j V„ Vl [date Called: Special Instructions:lJV 14t P 1 . i' Date Wanted: l 1I—q- am. pm: Requester: rn - Phone No.: 74'11, g g(di Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: S ` G'" Mdf , ziior /7 /: ckl , (A/0 all, , lnspeda: Z ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to`schedule reinspection. Dale: J'L . . 4:-.. CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION SUBMITTAL DATE I MPoKN q- PROJECT NAME SErirsSim ReYwooFumc., ADDRESS.4)0MALL—. RECEIVED CITY OF TUKWILA MAR 11994 PERMIT CENTER CONTACT PERSON [f o#-E "."*(EL PHONE 827 -O 21 ARCHITECT OR ENGINEER 61RE6Ciel* G-LMAfEL— ? S f'S" PLAN CHECK/PERMIT NUMBER 313 -c814, TYPE OF REVISION: ACO fgh1,%fArlo ' Ut)IRE' A4151. 14 U Ja£R.d 613E lU ENTRfiN GE 424l,'tA/ As A- BIRDscat• SHEET NUMBER(S) I/A7 WSION.3 . S1LuC.'. Dent.4 "Cloud" or highlight all areas of revisions and date revisions. SUBMTI-ltD TO: fob zmo,tq' 4 2 of 2 + 5 )cT• c4i.t.5 . McLaren • Peterson • Associates, Inc. Consulting Engineers 820 John Street, Seattle, Washington 98109 Office (206) 622-4580/ Fax (206) 622-0422 STRUCTURAL CALCULATIONS SEARS — TUKWILA Wr annWGE 131RD Rt N CITY OF TUKWILA APPROVED MAR e 1'94 BUILD! G DIVISION CITYOFETUKWILA MAR 1 1994. PERMIT CENTER McLaren • Peterson •,sociates, Inc. Consulting Engineers 820 John Street, Seattle, Washington 98109 Office (206) 622.4580/ Fax (206) 622.0422 JOB: DATE: "(2-Q'C— avj SU BJ EDT. �.. a • 8.o str's_'. o \\ S^,�t tCTl = 1,19 x j,Zx(b.4-)ch a 332 psi 4CCCIAL U L r 03N\D t..o,Lb 8.64 ps.:. T B`;' Pb( Mom. , ?s? rcl 12. %2. -. 4,7 _.._...z-._.c.�x� ._...=_.__.,_.......FS-p..__ O / 44 !tom s &)14-suc s;= l*. 4 0 E.1 % = 33 ks:) 6coMAt8 = U1S61# q-oo 4 I4- Cr/ , ) 600 =I 0- Cry- a3 V47) Soot. (Cr/ = 33 ;csr ) c g :,cc„ _ t Mallow YJEMs- 95.614 1,t to tic ` u 63 =/ Matte WT 24-06 e_6i 2 See Note 1. Below For Yield Strengths CROSS 'RCPERTIES tr r -..,IVE PRCPERr,ES 1CRS:C\MAL SRO?ERr1ES SECTICN Arc ;in 2) Weignt (Ib/lt) '.. . :in4! R. Iyy (in) (in`) Ry S,. (in) ' (in I) '.• (inl) vca NIc (in) (ft-.b) (10-1;n4; C. z.y ;in) z3 :n) 400EJ 18 0.389 400E316 0.499 400EJ14 0.623 400EJ12 0.858 1.32 1,70 2.12 2.92 1.0' 7 1.239 ; 1.596 2.130 1.617 . 0.214 1.607 ' 0.286 1,600 , 0,351 1.576 , 0.455 0.742 0.450 0.757 0.531 0.750 ' 0.769 0.728 1.055 1.017 1.289 1.596 2.130 2. i GI 741 2.088 1 448 2.034 2123 2.000 3071 0.264 0.533 1.056 2.957 0.735 1.067 1.297 1.596 -1,617 -1.597 -1.583 -1.577 2.405 2.457 2.440 2.414 0.548 0.523 0.525 0.517 600EJ 18 0.479 1.53 2.500 2.330 : 0.243 0.713 : 0.777 2.600 3.127 1279 0.225 1.754 -1.390 2.305 0.755 600EJ16 0.612 2.08 3.312 2.326 0.327 0.731 1.003 3.312 3.1'3 2503 0.654 2.456 -'.460 2342 0.736 600EJ14 0.766 2.61 4 1 2.318 0.402 0.724 . 1.322 4.115 3.047 3549 1.298 3.00' - .446 2,525 0.738 600EJ i 2 1.061 3.6 i 5.556 2.288 0.522 0.701 1,352 3.556 3.000 5342 3.658 3.962 - .433 2.790 0.736 80CEJ18 0.569 1.94 5.140 3.005. 0.264 0.681 1.128 5.140 4.205 1957 3.386 3.335 -'.224 33'5 0,864 800EJ16 0.725 2.47 6.559 3.007 ; 0.356 0.700 1.481 5.559 4.158 3695 0.774 4.607 -1.237 3,345 0,852 800EJ 14 0.909 3.09 8.166 2.998 0.437 0.693 1.971 3.166 4.055 5441 1.540 5.539 -1.274 3.330 0.854 800E12 1.265 4.30 11.104 2.963 0.568 0.570 ; 2.776 11.104 4.000 8007 4.360 7.494 -'.258 3.298 0.854 1000EJ16 0,838 2.85 11.255 3.564 0.376 0.570 ' 1.812 11.256 5.466 1 4522 0.895 7.589 -1,154 3.999 0.912 1000EJ14 + 1.051 3.58 ,14.035 3.654 0,462 0.563 1 2.753 14.035 5.036 6869 1.781 9.301 -1.141 3.385 0.914 1000EJ12 1.468 5.00 i 19.182 3.615 0.601 0.640 1 3.836 19.182 5.000 111065 , 5.051 12.419 -1.124 3.339 0.914 1200EJ 16• 0.952 3.24 117.631 4.304 0.392 0.642 1 2.152 17.631 6.822 • ' 5369 1 1.016 11.455 -1.047 4.476 0.945 1200EJ14 1.194 4.06 22.006 130.195 4.293 0.481 0.635 3.268 22.006 6.305 8155 2.023 14.051 -1.035 4.462 0.946 1200EJ 12 1.671 5.69 4.250 0.626 0.612 5.033 30.195 6.000 14515 i 5.762 18.824 -1.017 4.413 0.947 400MJ18 0.434 1.48 1.193 1.659 0.367 0.920 0.487 1.159 2.169 801 0.294 1.250 -2.075 2.811 0.455 400MJ16 0.555 1.89 1.509 1.648 0.488 0.937 0.621 1.492 2.163 1550 0.593 1.799 -2.163 2.876 0.435 400MJ14 0.695 2.36 1.871 1.641 0.601 0.930 0.782 1.871 2.152 1950 1.177 2.196 -2.147 2.858 0.436 400MJ12 0.959 3.26 2.516 1.619 0.790 0.908 1.203 2.516 2.042 3381 3.308 2.904 -2.144 2.836 0.429 600MJ18 0.524 1.78 3.000 2.392 0.421 0.896 0.834 2.893 3.212 1374 ! 0.355 2.977 -1.812 3.132 0.665 600MJ16 0.669 2.28 3.811 2.387 0.561 0.916 1.067 3.758 3.207 2662 0.714 4.142 -1.891 3.180 0.647 600MJ14 0.837 2.85 4.742 2.380 0.691 0.909 1.343 4.742 3.194 ! 3350 1,419 5.078 -1.876 3.163 0.648 600MJ12 1.163 3.96 6.440 2.353 0.911 0.885 2.052 6.440 3.057 i 5770 4.009 6.771 -1.864 3.130 0.645 800MJ18 0.614 2.09 ! 5.854 3.087 0.458 0.864 1,177 5.728 4,349 1938 0.416 5,661 -1.615 3.590 0.797 800MJ16 0.782 2.66 1 7.452 3.087 0.613 0.885 1.525 7.363 4,319 3805 0.835 7.763 -1.687 3.628 0.784 800MJ14 0.980 3.33 9.287 3.079 0.755 0.878 2.003 9.287 4.223 4997 1.660 9.538 -1.672 3.512 0.785 800MJ12 1.366 4.65 12.690 3.048 0.996 0.854 3.040 •12.690 4.058 8547 4.710 12.791 -1.657 3.573 0.785 1000MJ16 ! 0.895 3.05 12.555 3,760' 0.651 0.853 ' 1.880 12.634 5.631 4689 0.956 12.796 -1.527 4.147 0,864 1000MJ14 : 1.122 3,32 i 15.792 3.7511 0.802 0.846 2.561 15.792 5.329 6640 1.902 15.744 -1.513 4.132 0.866 1000MJ12 i 1.570 5.34 :21.673 3.716; 1.059 0.822 4.165 21.573 5.076 11708 . 5.412 21.201 -1.496 4.089 0.866 1200MJ16• : 1.008 3.43 '. 19.650 4.415 ; 0.681 0.822 2.239 19.650 6.990 ' 5585 1.077 19.342 -1.396 4.702 0.912 1200MJ14 i 1.265 4.30 124.542 4.4051 0.839 0.815 i 3.137 24.542 6.657 7825 . 2.144 23.819 -1.383 4.688 0.913 1200MJ12 : 1,773 6.03 . 33.795 4.366 : 1.108 0.791 i 5,426 33.795 6.082 . 15254 . 6.113 32.173 -1.365 4.642 0,914 NOTES: 1. Effective properties based on Fy=50ksi for 12, 14 and 16 9auge sections. Fy =33ksi for 18 gouge sections. 14 and 16 gauge sections may be produced with Fy =33ksi. For 33ksi 14 • •. 16 gauge sections. multiply allowable momen (Contact manufccturer for ovaiao+dy) 2. Effective properties ana allowable Moment incorporate the strength increase from cold -work of forming where applicable. (AISI A5.2.2) 3. For deflection calculations, use the effective moment of inertia. 4. • Web height to thickness exceeds 200. Weo stiffener rewired at support points. (AISI 81.2) 5. Toouloted areas are basec on the full ur-recucea cross section of the joist member. 6 For Neck -axis orientctions, (echniccl cssistcnce is rea'a. Contact the ^'+onufacturer !or this assistcnce. -14- • thll!A„1111t1c11� Com BUGLE HEAD - SELF DRILLING For drywall attachment to metal studs and joists. Also used for attacning caoinets through gypsum board and insulation boars. Metal thickness - 20, 18 16 and 14 gcuge. BUGLE HEAD For drywall attachment to metal studs and joists. Also used !or attaching cabinets through gypsum board and insulation board. Metal thickness - 25 and 20 gauge. WAFER HEAD - SELF DRILLING For mete: to metal framing connections when drywall, plywood cna other similar Noll materials are used on metal studs ana joists. Metal thickness - 20, 18, 16 and 14 gauge. WAFER HEAD For metal to metal framing connections when drywall, plywood and other similar wall materials are used on metal studs and joists. Metal thickness - 25 (Ina 20 gouge. HEX HEAD - SELF DRILLING For attaching steel deck, backup plates, door frames, lathers channel to metal framing and structural connections. Metal thickness - 20, 18, 16 and 14 gouge. PAN HEAD - SELF DRILLING For attaching steel deck, backup plates, door frames, lathers channel to metal framing and structural connections. Metal thickness - 18, 16 and 14 gouge. Screw SectionSize No. 12 (d=0.209") No. 10 (d=0.183") No. 8 0=0.161") No. 6 (d=0.135") Shear Pullout Shear Pullo, Shear Pullout Shear Pullout Gauge 25 74 50 69 44 65 39 60 32 20 185 92 173 81 163 71 149 60 18 276 120 258 105 242 93 222 78 16 387 151 363 132 341 116 N/A N/A 14 548 190 513 166 N/A N/A N/A N/A Min. Edge Dist. And 11/16" 9/16" 1/2" 1/2" 0.C. Spacing Notes: 1. Al values based on connected ports having a minimum yield stress, Fy=33 ksi and o minimum ultimate stress, Fu=45 ksi. 2. When connecting materials of different gouge thickness. use loads shown for the lighter gauge. 3. Applied shear loads may be multiplied b for •sind or earthquake loads per AISI 4. For screws in tension, the head of the screw, or washer if provided, shall have a minimum diameter of 5/16 inch. 5 -53 EXPANDED METAL STANDARD SHEETS • STANDARD VELOCITY (Predicted Average Values) TENSION AND SHEAR INDUSTRY STANDARDS The predicted average tension and shear values shown on these pages have been derived from formulas using coast ado fur- nishea by all member companies of the Powder -Actuated Tool Manu- facturers' Institute. These predicted average values (not actual) are to be used only for the materials stated in these tcoles, T — Tension Toad In pounds as shown In these charts is relative to the amount of force needed to re- move a fastener of the shank diam- eter shown, with a direct (pulling) force applied to the head of the fastener, removing It completely from the base material to which it is applied — Shear has been measured as a force applied to the shank of the fastener by subjecting the fastener to a lateral force against the pin until the base material or the pin itself sheared. Standard Velocity Fasteners in ASTM A-7 Steel CONCRETE FASTENER SHANK DIAMETER 1/8 9/64 •5/32 11/64 3/16 13/64 • r 7/32 1/4 T—Tension Loads In Pounds S—Shear Loads In Pounds 2000 PSI BASE MATERIAL PENETRATION IN INCHES 1/2 3 4 1 1-1/4 1-1/2 225 351 225 365 506 688 506 716 506 742 506 767 900 1109 900 1155 900 1197 900 1236 900 1273 900 1325 1406 1607 1406 1673 1406 1734 1406 1791 1406 1844 1406 1915 1406 1944 1406 2034 2025 2175 2025 2264 2025 2346 2025 2424 2025 2496 2025 2600 2025 2631 2025 2753 1-3/4 2 2-1/4 2-1/2 2756 3031 2756 3130 2756 3224 2756 3360 2756 3398 2756 3556 3164 4024 3164 4200 3164 _•4241 3164 4438 4556 5157 4556 5396 .;COTdG�EE�:=:�^ :;r..�ti:'.i:. :35Q0P$1".:;>;~".� FASTENER • T-Tension Loads BASE MATERIAL PENETRATION IN INCHES SHANK In Pounds DIAMETER S—Sheer Loads 1/2 3/4 In Pounds 1 1-1/4 •tiv i..�'�: 1 •i :r6• iT• �11.rift `tip';-ti �'il. .jrrii�'... •` 4-18 479j' 1-1/2 1-3/4 5625 6142 5625 6428 2 2-1/4 2-1/2 9/64 T 300 675 1200 1875 2700 — s 487 955 1540 2230 3018 — — — -4F7 3 1Sf5 09P4 . 11/64 T — 675 1200 1875 2700 3675 — — — S — 1023 1649 2388 3231 4174 — — ;4. Imo•.•-.�.. .R,•.. • I.r.......r... , .:a•-T+17n..n . , t16'.• : ;' '• .'1- - ";-Ii 7: n-•.•• —'� 1200 .1875 ' 2700 ••;967S ,.-4800. — —'.':`:ei,::. . �: '':il.. •,S r.5.:_ .:'=• »..1698 , •.2459 „3329,• •42991. 7.5366.:•..— •. .— 7.,...- 13/64 — — - 1200 1875 2700 3675 4800 — — 7/32 1/4 STEEL FASTENER SHANK DIAMETER .1/8 9/64 5/32 11/64 3/16 13/64 7/32 1/4 T—Tension Loads In Pounds S—Shear Loads In Pounds T S T s T s T S T S T s T s T s — 1770 2550 3460 4490 5600_ - - - — 1875 2700 3675 -.4800 6075 — — 2592. 3508 4531 565S 6876 — — 1875 2700 3675 4800 6075 — — — 2712 3671 4741 5917 7195 BASE MATERIAL THICKNESS IN INCHES 1/4 318 1125 2950 1900 3350 2200 3720 2500 4090 2800 4490 3125 4905 3400 5260 3990 6050 2250 3010 2640 3475 3000 3900 3350 4340 3725 4800 4120 5295 4450 5700 5200 6623 1/2 3700 4000 4200 4760 4700 5560 5220 6420 5675 7115 6700 8725 7500 8190 •• 7500 8570 �./ CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION SUBMITTAL DATE 23-114'1- PROJECT NAME 'SE itZ& 5 , h a L t ADDRESS- 4CC) 319 CeNTBz / LL CONTACT PERSON RECEIVED CITY OF TUKWILA FEB 24 1994 PERMIT CENTER PHONE Z52:7-062 / ARCHITECT OR ENGINEER 6Fv, ( 4 01 f L,G'Ht7E MI5 PLAN CHECK/PERMIT NUMBER E15-0 TYPE OF REVISIONi Nt..„ 2N0 �t1 o o f lkionE5 Aget\--S (51/2 x11 Witt.um.vel AI,A2., El — E 7 . SHEET NUMBERS) RJ 1$1.0UU 71) A3.3, A4 .3, et, es, Ell) E 1 S, E 17 "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: E5 ODD 3flQ( i) COo(e. ‘51:)Ace- Ara .icAL fAKEA Z4 vB9' DATE CITY OF 'TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION SUBMITTAL PROJECT NAME 53Pilas Storm c L! PJG, ADDRESS- 400 5ovii-ia51NrFeyz.I" L. CONTACT PERSON --11 S cHIVEL. PHONE `042ci ARCHITECT OR ENGINEER 6'Ca 1' PLAN CHECK/PERMIT NUMBER B13 a 0344 TYPE OF REVISION: Cliffivcoe ,'INS, LA -pi t+ f e. 1D MA7W R/ea. E tfi1»J TCr-Ai cArS S • SHEET NUMBER(S) DKt °Fl•' riota1 ' j W-, A3. "Cloud" or highlight all areas f�11ions and date revisions. SUBM1T1'r:D TO: Aw -Qn7•EA. ''o cTa-PewRovez Rams . moat 14-pbureavEb 5.CCI14-1 CITY OFTUKWILA FEB 8 1994 PERMIT CENTER City of Tukwila John W. Rants, Mayor Department of Community Development Rick Beeler, Director February 7, 1994 Mr. Gaylon Goodwin Project Manager Sears Western Region 400 Southcenter Mall Tukwila, WA 98188 Re: Sears Tukwila (Southcenter Mall) Remodeling Permit #B-93-0346 ( Your undated letter, same subject) Dear Mr. Goodwin: Permission is hereby granted to start merchandising (stocking) of the Southcenter Sears store under the conditions you describe in the above referenced letter, with the following additional provisions: • All required exiting, as shown on the approved plans, must be completed from the top floor to the exterior at ground level before any merchandising can begin. • Exitways must remain unobstructed during any merchandising operations. • Any deviation to the above two exiting requirements must be cleared through the Tukwila Fire Marshal's office to ensure fire/life safety conditions are adequate, prior to. allowing other than construction workers in the area. Please be advised that the issue of the return air and ceiling plenums, mentioned in your letter, must be satisfactorily resolved before the store can be opened to the public. Sincerely, e n Building Official cc: Tukwila Fire Marshal 6300 Southcenter Boulevard, Suite 11100 • Tukwila, Washington 98188 • (206) 431:3670 Fax (206) 4313665 Mr. Bob Benedicto City of Tukwila Department of Community Development Building Division 6300 Southcenter Boulevard Tukwila, WA 98188 RECEIVED CITY OF TUKWILA FEB 1t 1994 PERMIT CENTER Re: Sears Tukwila (Southcenter Mall) Remodeling Permit #B93-0346 Dear Mr. Benedicto: Sears, Roebuck and Co. is requesting permission to begin the merchandising of our remodeling project at Southcenter Mall. Merchandising will begin on the third floor of the building. Following completion of the stocking of shelves and racks on the third floor, and with the City's approval, we would proceed to the second floor and finally, the first floor level. We plan on having 15-25 employees involved in the merchandising work. Work hours will be from 6am until 6pm, Monday through Friday. During this time, Sears will employ 2 guards to provide security for the building and added safety for the employees. All employees are covered under Sears Self -Insured (Kemper) Insurance plan. We are willing to work with the City of Tukwila in defining safe work areas and exiting routes during this period. As our merchandising work is under way, the Contractor will continue the remodeling project, and complete the life safety work throughout the building. One issue that will be addressed during the remainder of the construction project is that of the return air system for the facility. We will be reviewing the current conditions related to return air and ceiling plenums, and will work with the City to resolve any concerns. It is our intent upon completion of the project to provide a safe environment for our employees and customers. Thank you for your cooperation. aylon Llodwin Sears Western Region Project Manager CITY OF TUXWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION SUBMITTAL DATE `""i fetsciA--- RECEIVED CITY OF TUKWILA FEB 4 1994 PERMIT CENTER PROJECT NAME 93Rn Se. REL I tQli ADDRESS 400 501,114CeterMA. CONTACT PERSON tiM C" - PHONE 2327 - 06 Z I ARCHITECT OR ENGINEER &maul it CHAPEL liActfilecis Fs PLAN CHECK/PERMIT NUMBER Big in 03462 TYPE OF REVISION: rte. C i14Wrioe "" R 'VISE palrANdy feiNeoLE fit pke.KA6s, pcp-ur , wiOeN mvewAti Iry si cI , A +itikomuLie, Ltfr f *. . SHEET NUMBER(S) fifgPIVL 5 I At (gMsIct—,v Al) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: 4:rye& cote wouct;dotsi 4Freevo..0 or. 7:rd V . 17 F5 94, CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION SUBMITTAL DATE I e,C=P ,G>>iL PROJECT NAME %44iyL• ' lQr(,L Siat,e7 P.eit4,979 ADDRESS- CONTACT PERSON M 'S Ft-- PHONE 321 -6%21 ARCHITECT OR ENGINEER Gth --, 612-%0R-il '' bl --%'i 7 p PLAN CHECK/PERMIT NUMBER b 13 " 0 346 TYPE OF REVISION: AWED LI aSC- pfk , it• ResiLSev Clytl• k.ZA iS . - 2:E1 wl,:T >O5 i SHEET NUMBER(S) C'2- aZIAME'4) C3(KL'Jti / Li (»J) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: DI) V1 • D F TUKWILA O C T 1 3 1993 PERMIT CENTER f October 13, 1993 City of Tukwila Department of Community Development 6300 Southcenter Boulevard Tukwila, WA 98188 MATTHEW J. GREGORY, A1A. CCS •PRESIDENT THOMAS E. CHAPEL AJA -VICE PRESIDENT GREGORY & CHAPEL ARCHITECTS • PS Re: Sears - Tukwila (Southcenter Mall) Remodeling City of Tukwila Project No's B93-0346 Enclosed you will find 2 copies of a new Drawing L1 - Landscape Plan and Revised Drawings C2 and C3 dated 10/12/93 for the referenced project as requested by Ms. Denni Shefrin of the Planning Department. Attached is a copy of a cost breakdown from the general contractor for the project indicating that the overall cost for exterior improvements to the building is $137,000, which is under 10% of the King County assessed valuation of $1,542,800 for the building. Sinc: ely, Th• as E. Cha Vice Presiden encis. cc: Gaylon Goodwin - Sears, Tukwila RECEIVED CITY OF TUKWILA O C T 1 3 1993 PERMIT CENTER 521 KIRKIAND WAY KRKIAND WASHINGTON 98033 (206) 827-0629 J.R. Abbott Construction Co., Inc. GNnAral Contritely); P.0 Box 84048 Seattle, Wa;nington 98124 208-467-8500 FAX No. 206.447-1885 FAX TRANSMITTAL RECORD TO: GREGORY Rc CHAPEL ARCHITECTS DATE: 07-Oct-93 ATTN: MR. TOM CHAPEL 8.2.2.. 30 / OCTI 1993 JOB: SEARS STORE REMOD SOUTHCENTER LOCATION: TUKWILA We estimate the values for the east and west entry work to be as follows: East entry Demolition • Studs, sheathing and EIFS • Curtuinwall (°f otal $600 $17,000 $25,000 . 'West entry Demolition and concrete • Structural tura1 steel & metal decking Roofing and flashing ' Studs, sheathing and ETFS Curtainwall (Total $42,6(X) $1,400 $12,000 $17,000 $39/000 $25,000 .S94,400 Total estimated value for both entries $137,000 These amounts include our markups, but exclude sales tax. Please call me if I you have any questions regarding this information. COPIES: ACTION INFO INFO INFO FILE G EGORY 3 CHAPFa• A P S. J.R. ABBOTT CONSTRUCTION CO., INC BY C. KELLY JECT MANAGER OFETUKW CITYIt-A OCT 1 3 1333 PERMIT CENTER MATIHEW J. GREGORY, AI4 CCS • PRESIDENT TFIOMAS E. CHAPEL, AIA•VICE PRESIDENT GREGORY & CHAPEL ARCHITECTS • PS October 5, 1993 City of Tukwila Department of Community Development 6300 Southcenter Boulevard Tukwila, WA 98188 Attention: Shelly Bates, Permit Technician Re: :;Sears:;- Tukwila (Southcenter Mali) Remodeling City of Tukwila Project No's B93-0346, -0358, -0376 Dear Ms. Bates: On September 9, 1993 we made the initial submittal for a building permit for the referenced project and paid plan review fees based on an estimated construction cost of $2,500,000. Since that time, some minor revisions were made, bids were received, and a contract has been awarded for an amount of $1;811;500 Since this is considerably less than anticipated, we request that the City adjust permit fees accordingly. On September 17th, after addressing building department comments, we submitted revisions and applied for a separate permit for the work at the west entrance. This submittal was made to avoid delay of the permit for the majority of the work due to the design review process which is triggered by the west entrance work. Plan review fees were paid for this portion of the work as if it were a separate project, but in reality, the cost for the work is included in the total project cost noted above. On October 4th we submitted another package for a permit to begin work in selected areas inside the building prior to receiving the permit for site work and landscaping. Once again, plan review fees were paid for this portion of the work as if it were a separate project, but the construction cost for this work is included in the total project cost noted above. We ask that you adjust the permit fees as you find appropriate. Sincer Y, Tho as E. Chapel Vice President cc: Gaylon Goodwin - Sears, Tukwila OCT 0 7 1S93 621 LOWLAND WAY KIR (L4tND WASHINGTON 98033 (206) 827.0629 CITY OF TUKWILA LIK PERMIT• P • LJC'ATION Department of Community Development - Building Division 6300 Southcenter Boul vard, Tukwila WA 98188 (206) 431-3670 PLAN CHECK NUMBER IJ93 - C)? 5 DESCRIPTION BUILDING:PERMIT PLAN::CHECK:FEE BUILDING: SURCHARGE OTHER::::::.. r :TOTAL' MOUNT RCPT alit pq TE:•.>`.: SITE ADDRESS SUITE # 400 SOUTHCENTER MALL VALUE OF CONSTRUCTION - $ $150,000 PROJECT NAME/TENANT ASSESSOR ACCOUNT # 537920-0330 SEARS RETAIL STORE REt10SCLING- TYPE OF 0 New Building L) Addition 3 Tenant Improvemen (commercial) U Demolition (building) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) ❑ Other DESCRIBE WORK TO BE DONE: NEW ENTRANCE CANOPY — Wt2-6`-t— -f-vCLncs.._ BUILDING USE (office, warehouse, etc.) RETAIL STORE NATURE OF BUSINESS: WILL THERE BE A CHANGE IN USE? {J No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: 172, 57 4 Tenant0Area of Construction: �D'f7 ti' --fir' WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? ® No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER SEARS, ROEBUCK AND CO. PHONE ADDRESS 3333 BEVERLY ROAD-D824C- BLDG A2, HOFFMAN ESTATES , I L ZIP 60179 CONTRACTOR 0LI+ -b JCA PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT GREGORY & CHAPEL ARCHITECTS P5 PHONE(206) 827-0629 ADDRESS 521 KI RKLAND WAY, KI RKLAND, WA ZIP 98033 HEREBY;CERTIFY THAT 7 HAVE READ AND EX•AM1NEfJ 13E TRUE / ND.CORRECT, AND M.`AUTHORIZEDTO APPI BUILDING OWNER SIGNAT RE OR PRINT NAM AUTHORIZED AGENT ADDRESS EL 521 KIRKLAND WAY, APRLICATIO;NAND' ►R THIS.:PERMIT.. DATE 9/17/93 PHONE (206) 827-0629 CITY/ZIP KI RKLAND/98033 CONTACT PERSON THOMAS E. CHAPEL PHONE (206) 827-0629 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 Ruilding 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 ACC I Ul WIC �F�y � DATE APPLICATION EXPIRES p 1 1ra'�3 PFnMIT cEN'Cea WMuM IL itcitG . re: PLIC CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431-3670 PLAN CHECK NUMBER a5-1 >yt iscjfi�' ER IT TO D.ESCRIP.TION><> BUILDING PERMITFEE : <:o.C` <�. BUILDING SURCHARGE`> OTHER::: RCPT``# SITE ADDRESS SUITE # 400 SOUTHCENTER MALL VALUE OF CONSTRUCTION - $ 500,000 PROJECT NAME/TENANT SEARS RETAIL STORE REMODELING — PARTIAL ASSESSOR ACCOUNT # 537920-0330 TYPE OF O New Building U Addition 129 Tenant Improvement (commercial) U Demolition (building) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) O Other DESCRIBE WORK TO BE DONE: WALL FRAMItJK.:7 INTERIOR DEMOLITION, INTERIOR (.concwork at interior) MODIFICATIONS . I tk-!#fs, LOADING DOCK .... ,._...... BUILDING USE (office, warehouse, etc.) RETAIL STORE NATURE OF BUSINESS: RETAIL STORE WILL THERE BE A CHANGE IN USE? (D No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: 172,574 Tenant Space: 172,574 Area of Construction: 172,574 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? 0 No © Yes IFYES, EXPLAIN: STORE MANAGEMENT KEEPS SMALL QUANT 1 T I ES OF PAINT AND PAINTING RELATED SUPPLIES PROPERTY OWNER SEARS, ROEBUCK AND CO. PHONE ADDRESS 3333 BEVERLY ROAD- D824C-BLDG A2, HOFFMAN ESTATES, I L ZIP 60179 CONTRACTOR J J. R. ABBOTT CONSTRUCTION CO. , INC. PHONE 467-8500 ADDRESS 3512 AIRPORT WAY S. , SEATTLE, WA ZIP 98124 WA. ST. CONTRACTOR'S LICENSE # JRABBCC172JD EXP. DATE ARCHITECT GREGORY & CHAPEL ARCHITECTS PS PHONE (206) 827-0629 ADDRESS 521 KI RKLAND WAY, KI RKLAND, WA ZIP98033 BUILDING OWNER SIGNATURE OR PRINT NAME AUTHORIZED AGENT ADDRESS CONTACT PERSON THOMAS CHAPEL PHONE(206) 827-0629 CITY/ZIP KI RKLAND 98033 PHONE(206) 827=0629 APPLICATION SUBMITTAL_ ...lra_orderto ensure thatyour 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 .CONSTRUCTI.ON 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, orcontractor licensed by the $fate 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 lo- (4-'13 DATE APPLICATION EXPIRES Li_ Lt c.LI o3/,6/9I MATTHEW J. GREGOR Y, AIA, CCS • PRESIDENT THOMAS E, CHAPEL AIA-VICE PRESIDENT GREGORY & CHAPEL ARCHITECTS PS October 4, 1993 Robert Fossattl Associates Attention: Crystal Kolke 1000 Norton Building 801 Second Avenue Seattle, WA 98104 Re: Sears - Tukwila (Southcenter Mall) New Entrance Canopy Permit Application #B93-0376 Response to Structural Review Comments of 10/21/93 Dear Ms. Kolke: Attached you will find 2 copies of revised drawing S-3 dated 10/25/93 in response to - your letter dated October 21, 1993. Following is our itemized response to the comment list: 1. Revised drawing S-3 should provide all information requested in Item 1. Sinc ely, Thomas E. Ch Vice President Encls. cc: Gaylon Goodwin - Sears, Tukwila (letter only) City of Tukwila "(letter only) Department of. Community Development... Building Division 6300 'Southcenter , Boulevard Tukwila, " WA ,' 98188 :` ' RECEIVED OCT 2 81993 corviMuNrrY DEVELOPMENT 521 I0RK ANO War ►ORiANO WASHINGTON 90059 (206) 827.0629 CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION SUBMITTAL DATE I7St 9 S PROJECT NAME 0155 AIL AL I N E ADDRESS 40() S( JHC - /14t - - CONTACT PERSON f'kfj'S GTI;L- PHONE C'>27-%21 ARCHITECT OR ENGINEER 6n19011 It C I C E $r (PLAN CHECK/PERMIT NUMBER 3 6.34V TYPE OF REVISION: 'Pella'•J Z iM1(ti1;Mc5 1510t S st0A-AA-noi,) of 1AJar Iv S ° 'E '►art: SHEET NUMBER(S) All, A3, Z ,A' 3, 3 A-3,4 A.. S` A (` % a o "Cloud" or highlight all areas of revisions and date revisions. SUBMI'1'1'hD TO: 44e yezipoue 6g0tacreoK RECEIVED CITY OF TUKWILA SEP 1 7 1993 PERMIT CENTER. September 17, 1993 Mr, Bob Benedicto City of Tukwila Department of Community Development Building Division 6300 Southcenter Boulevard Tukwila, WA 98188 Re: Sears - Tukwila (Southcenter Mali) Remodeling Permit Application #B93-0346 Response to Initial Permit Review Comments Dear Mr, Benedicto: MATRON J. GREGORY, AIA, CCS-PRESIDENT THOMAS E. CHAPEL AIA -VICE PRESIDENT GREGORY & CHAPEL ARCHITECTS • PS CITY OFF.IVED rUKW►LA SEP 1 7 1993 PERMIT CENTER Thank you for your prompt Initial review response on the referenced permit appllcatlon. Attached you will find revised drawings dated 9/17/93 Indicating revisions In response to your letter dated September 15, 1993, Following Is our Itemized response to your comment list: 1,I , Included In this submittal are 2 sets of Owner Flxturing Plans Indicating the use of and layout for all spaces In the building, and 2 copies of the as-bulit plans for the existing penthouse spaces, which will remain essentially unchanged. As we discussed on 9/15, In order to prevent the necessary structural review of the proposed west entrance canopy work from delaying the review process of the remainder of the remodeling work, we are separating the west entrance work from this permit. Revisions reflecting the separation of this work from the permit Is Indicated on Revised Drawing A3,2, A6 and A7, enclosed. A separate set of documents addressing the west canopy will be submitted with a new permit application. Vt. Fire protection of the west canopy entrance structure will be addressed In the separate submittal, ,l. Revisions for a 2-hour corridor are indicated on Revised Drawing A3.1 and A8, enclosed. er5, Revisions to eliminate this space are Indicated on Revised Drawing A3,1, enclosed. Vd: Space uses, room areas and occupancy load Information are Indicated on Revised Drawing A3,2, enclosed. Based on the use of this administrative office area, the occupant load Is less than 30, and only one exit should be required, so a corridor from door 121 should not be required, ✓l.. Information related to the corridor to the Training Room are Indicated on Revised Drawing A3.3 and AB, enclosed. 621 IQRKIAND WAY KIRKLAND WASHINGTON 98033 (206) 827.0629 Mr, Bob Benedicto City of Tukwila Department of Community Development Building Division September 17, 1993 Page 2 f • CITY OFRECEIVED TUKWILA SEP171993 PERMIT CENTER Revisions to this area are Indicated on Revised Drawing A3.4 and AS, enclosed, Revisions to this area are Indicated on Revised Drawing A3.5, enclosed. 10. This building is equipped with an emergency stand-by generator. New exit illumination will be added to the existing exit Illumination system. Power for the Illumination Is provided by a separate utility power source and by the generator back-up system. Slnc :ly, Th•mas E. Chapel VI e President Encls, cc: Gaylon Goodwin - Sears, Tukwila Ramon Perez - Sears, Hoffman Estates, IL f City of Tukwila Department of Qg , tyli g pment tember 15, 1993 Mr. Thomas Chapel Gregory & Chapel Architects, P.S. 521 Kirkland Way Kirkland, Washington 98033 Re: Sears retail store remodel, Southcenter. Subject: Building Division plan review comments permit application # B93-0346 John W. Rants, Mayor Rick Beeler, Director Dear Mr. Chapel: The initial plan review has been completed by Building Division, and additional information is necessary to show compliance with Tukwila ordinance. The following comments are applicable: 1. Plans for this permit application will be the basis of the new certificate of occupancy for the Sears retail store. Provide plans with the proposed use of all rooms labeled. Include a plan of the penthouse area and the proposed use of this area. Provide additional structural details and calculations for West entrance canopy and same for curtain wall support at East entrance. Details should include a framing plan to clearly indicate the primary and secondary structural members of the entrance canopy. Provide specific details or notes on drawings to describe the construction method for providing 3 Hr. fire resistive protection at all structural frame elements of the West entrance canopy, and the 2 Hr. fire resistive protection required for roof assembly of same. V -. First floor exiting: The corridor located at grid line 15, from "FF" tp "JJ" serves as the required extension for the stair enclosure at grid line 14 @ FF. ( U.H.C. Sec. 3309 (d) ) Consequently, the walls of this corridor must provide the same fire resistive protection as the stair enclosure (2 Hr.) and all openings into this corridor must be protected by a fire assembly with not less than a 1-1/2 Hr. fire protection rating. Provide construction detail for 2 Hr. fire rated partition to be used where these walls are to be modified. Include method for fire rated protection of (what seems to be) recessed electrical panels at the corridor walls. 6300 Southcenter Boulevard, Suite 11100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 City of Tukwila Department of Community Development Sears Retail Store Mr. Thomas Chapel September 15, 1993 Page 2 John W. Rants, Mayor Rick Beeler, Director vf.r. First floor plan of stair enclosure at grid line "FF" @ 14, indicates a room within the stairwell with a door opening thereto. It is not clear if this is an existing condition or a proposed use. In any event, show how this complies with UBC Sec. 3309 (c) or eliminate this use of the stair enclosure. 6. The administrative area at grid line "HH" @ 10, has a calculated occupant load such that two exits are required to serve this area. The proposed exiting indicates one exit to the adjacent retail area and one exit to the corridor that runs along grid line "HH" from 9 to 12. This results in the need for this corridor to meet all requirements of UBC Sec. 3305 which pertains to corridors. Show compliance with this Section. 7. The Corridor serving the "Training Room" at grid line "!JJ" @ 19 is also required to meet all requirements of UBC Sec. 3305. Show compliance with this section. ..A The corridors at second floor Area-B which lead to the stair enclosure at grid line "Z" @ 8, are required to meet the requirements of UBC Sec. 3305 (g) & (h). Detail or note requirements for these corridors on plan. 9. The access to the third floor stair enclosure at grid line "Z" @ 16, reduces the exit width to less than the width of doors that access the stair enclosure. Qualify the reduce width of the corridor to this stair enclosure by calculations or increase the width of the corridor to at least equal the,total width of doors at stair enclosure. 10. Exit illumination with a separate emergency source of power is required for this occupancy. Show how this will be accomplished for this building. (Re: UBC Sec. 3313 (b)) Please respond to these comments in itemized letter form, and submit two copies of all plans and calculations that are developed. The plan review by Building Division is on hold pending receipt of the requested information. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 City of Tukwila Department of Community Development Sears Retail Store Mr.'Thomas Chapel September 15, 1993 Page 3 John W. Rants, Mayor Rick Beeler, Director If you have any questions or need clarification to these comments, you my call this office weekdays between 8:30 AM and 5:00 PM. Sincerely, BUIL 'A G DIVI ION o•ert Bene cto, Plans Examiner • 6300 Southcenter Boulevard, Suite #100'. Tukwila, Washington 98188 • (206j 431•3670 •. Fax (206) 431:3665 September 9, 1993 City of Tukwila Department of Community Development Building Division 6300 Southcenter Boulevard Tukwila, WA 98188 Re: Sears - Tukwila (Southcenter Mall) Remodeling Permit Submittal MATTHEW J. GREGORY, AAA, CCS • PRESIDENT THOMAS E. CHAPEL, AIA-VICE PRESIDENT GREGORY & CHAPEL ARCHITECTS • PS ECEIVED CITYOFTUKWILA SEP 0 9 1993 PERMIT CENTER Enclosed you will find the following for application for Building Permit and Utility Permit: 1 completed Building Permit Application 2 Complete Sets of Permit Drawings (Set #8, #9) 2 Copies of the Project Manual (Specifications) (Set #8, #9) 7 Sets of Civil Drawings, for Utility Permit Application 1 copy of Structural Calculations 1 copy of Lighting Power Budget Calculations. 1 check for Plan Review Fees, In the amount of $4,250,68. Sinc = ely, Tho as E, Chape, Vic = President Encls, cc: Gaylon Goodwin - Sears, Tukwila Ramon Perez - Sears, Hoffman Estates, IL 621 KIRMAND WAY K QAND WASHINGTON 90033 (206) 827.0629 BUILDING DIVISION NOTES Building Permit # B93-0346 The following comments are conditions of approval and compliance will be necessary for final inspection approval by Tukwila Building Division. 1. Upgrade of exit passageway at grid line 15 shall include the installation of fire stops at all through penetrations, as prescribed in UBC Sec. 4304 (c). 2. Corridor walls and ceiling are required to be of one hour fire resistive construction from door #216 to stair enclosure. Door # 216 is required to provide (minimum) 20 minute fire resistive protection. 3. 'P tit 4 04 6 tivP s mfocialq re SE' 6PI'Eo i 4►SS Sri • • ,®,.tip 771696 1,1016 0 •?'1 e 11417041#1, klf 41791414ft) C47.444:t a Redact / 40 "444 " of=farl7:12 • o Cited,- Cam: •C14444° 14744"4Caldi Aligtorydor040fAbets 08 PROJECT MANUAL GENERAL CONSTRUCTION INCLUDING MECHANICAL AND ELECTRICAL WORK SEARS STORE REMODELING 400 SOUTHCENTER MALL Tukwila, Washington 98188 September 8, 1993 FILE COPY I understand that the Plan subject to errors and plans does not authorize adopted code or copy of By Permit No. eck = • provals are an keeeDRIt & CHAPEL PPPEINHITECTS • PS Reoelpt of contractor's --D51-to RECEIVED CITY OF TUKWILA SEP091993 PERMIT CENTER PROJECT MANUAL GENERAL CONSTRUCTION INCLUDING MECHANICAL AND ELECTRICAL WORK SEARS Store. Remodeling 400 Southcenter Mall Tukwila, Washington 98188 OWNER ARCHITECT SURVEYOR CIVIL ENGINEER STRUCTURAL ENGINEER MECHANICAL ENGINEERS ELECTRICAL ENGINEERS SEARS, ROEBUCK AND CO. 3333 BEVERLY ROAD MAC - BLDG A-2 HOFFMAN ESTATES, IL 60179 GREGORY do CHAPEL ARCHITECTS PS 521 KIRKLAND WAY KIRKLAND, WA 98033 (206) 827-0629 W&H Pacific 3025-112th Avenue NE Bellevue, WA 98009 (206) 827-0220 W&H Pacific 3025-112th Avenue NE Bellevue, WA 98009 (206) 827-0220 McLaren-Peterson-Associates; Inc. 820 John Street Seattle, WA 98109 (206) 622.4580 Hargis Engineers 600 Stewart St. # 1800 Seattle, WA 98101 (206) 448-3376 Hargis Engineers 600 Stewart St. #1800 Seattle, WA 98101 (206) 448.3376 TABLE OF CONTENTS ,SECTION G&CA #1293 TITLE NUMBER OF PAGES Division 0 00100 Invitation and Instructions to Bidders 00300 Form of Proposal 00800 General Conditions 00810 Special Conditions Exhibit A - Insurance Requirements Exhibit B - Sample Certificate of Insurance Exhibit C - Turnover Schedule Exhibit D - Product Options, Substitutions 00820 Billing Form Division 1 01020 Allowances 01045 Cutting and Patching Division 2 02050 Demolition 02200 Earthwork 02511 Asphalt Paving 02520 Portland Cement Concrete Paving Division 3 03300 Division 4 04200 04500 Cast -in -place Concrete Unit Masonry Masonry Cleaning Division 5 05120 Structural Steel 05400 Cold -formed Metal Framing 05500 Metal Fabrications Division 7 07240 07250 07600, 07 610 07 900 Division 8 08111 08211 08305 08330 08380 08410 08460 08800 08920 Exterior Insulation and Finish System Fireproofing Flashing and Sheet Metal Sheet Metal Roofing Joint Sealers Standard Steel Doors and Frames Wood Doors Access Doors Overhead Coiling Doors Special Doors • Aluminum Entrances and Storefronts Automatic Entrance Doors Glass and. Glazing' • Glazed Aluminum Curtain Walls .TABLE OF CONTENTS 1 5 12 38 5 1 1 1 2 2 1 4 1 1 1 1 2 2 1 1 1 1 1 1 1 1 1 2 1 1 1 1 2 1 1 1 Division 9 09200 09250 09262 09300 09511 09900 Lath and Plaster Gypsum Drywall Gypsum Sheathing Tile Acoustical Panel Ceilings Painting Division 10 10155 Toilet Compartments 10605 Wire Mesh Partitions 10800 Toilet and Bath Accessories Division 11 11160 Loading Dock Equipment Division 15 15010 General Mechanical Provisions 15011 Special Provisions 15055 Mechanical Identification 15090 Supports, Anchors and Seals 15250 Mechanical Insulation 15401 Domestic Water Piping 15405 Soil and Waste Piping 15410 Plumbing 15550 Automatic Sprinkler System 15700 Heating and Air Conditioning 15820 Air Distribution Equipment 15840 Ductwork 15870 Inlets and Outlets 15970 Testing, Adjusting and Balancing pivision 16 16010 Basic Electrical Requirements 16030 Tests 16111 Raceway Systems 16120 Wire and Cable 16130 Outlet Boxes 16132 Floor Outlets 16141 Wiring Devices 16190 Supporting Sevices 16195 Electrical Identification 16440 Disconnect Switches 16450 Grounding 16470 Panelboards 16510 Lighting Fixtures 16551 Lamps G&CA #1293 1 1 1 2 1 1 1 1 1 1 11 1 7 4 4 2 4 4 3 2 2 4 4 2 TABLE OF CONTENTS 2 G&CA #1293 SECTION 00100 - INVITATION AND INSTRUCTIONS TO $IDDERS A. INVITATION TO BIDDERS 1. INVITATION. Bidders are hereby invited to submit a stipulated sum proposal for furnishing all labor, materials, services and equipment necessary or reasonably incidental to construction of facilities and completion of the work as shown on the drawings or included in the specifications. These documents were prepared for SEARS retail store located at: 400 Southcenter Mall, Tukwila, Washington B. INSTRUCTIONS TO BIDDERS 1. DRAWINGS AND SPECIFICATIONS. One (1) set of reproducible sepias, one set of prints and four (4) sets of specifications will be issued only to Bidders on General Construction work. Sub -contractors will be able to obtain additional sets through General Contractor only as indicated below in this paragraph. a. Additional sets of drawings and specifications will be issued to contractors at a nonrefundable cost of printing and handling plus shipping or mailing costs. Additional sets must be requested 24 hours in advance of pick-up or mailing date. If Bidders request that two initial bid sets be mailed or shipped, nonrefundable costs for handling , mailing or shipping shall be paid by the bidder. All checks shall be made payable to the Architect. c. For the convenience of sub -contractors and others bidding on the work, a complete set of working drawings, specifications and addenda will be available for inspection at the office of the Architect, and at the project address. 2. EXAMINATION OF SITE AND DOCUMENTS. Before submitting a proposal the Bidder shall carefully examine the drawings and specification, visit the site of the work and fully inform himself of existing conditions and limitations and rely entirely upon his judgment in preparing his proposal, and include in his bid a sum sufficient to cover all items required by the contract. 3. INTERPRETATIONS. If, during the bidding period, a bidder observes errors, discrepancies, ambiguities or omissions in, or requires clarification as to the meaning of the drawings, specification, or any other bidding document, he shall request interpretations or corrections by the INVITATION AND INSTRUCTIONS TO BIDDERS 00100 - 1 G&CA #1293 Architect. All questions will be answered by addenda addressed to all Bidders. Neither the Owner nor the Architect will be responsible for oral interpretations. Questions received less than 48 hours before the time set for receiving the bid will not be answered. A11 addenda issued during the bidding period will be incorporated into the contract. 4. SUBSTITUTIONS. Bids shall be based upon the articles and materials called for in the construction indicated documents. Substitutions may be made only under the conditions indicated in this paragraph. a. Seven or more working days prior to bid opening: Prime bidders, subcontract bidders, or materials suppliers may submit to the Architect written requests for approval of articles or materials which they guarantee equal or superior to those specified. Such requests shall be accompanied by complete descriptions and technical data. Approval, if any of proposed substitutions will be made by addenda issued to all bidders. b. At the time bids are received: Prime bidders may submit, on a separate sheet enclosed with the Form of Proposal, a list of proposed substitutions which they are willing to guarantee, and stating the additions to or deductions from the bid prices in case they are allowed. Technical data shall be submitted as above. The Owner reserves the right to reject all such proposals and they will not be used to determine the low bid. c. After the Contract is signed: Substitutions will be allowed in exceptional cases only where the Contractor, through no fault of his own, is unable to obtain specified items in time to avoid delay to the work. d. Use substitution Compliance Form attached to the Special Conditions. 5. BID GUARANTEE. Certified check or bank cashier's check or bid bond payable to Sears, Roebuck and Co., equal to five percent of the Base Bid plus additive alternates, is required with each bid. Bid bond shall be issued by a bonding company licensed to transact business in the locality, and shall be written in AIA form A310. 6. DISPOSITION OF BID GUARANTEES. The successful bidder's bid guarantee will be retained until he has entered into contract and furnished, if required by the Owner, performance and payment bonds. The right is reserved to hold the bid guarantees of the two next lowest bidders until he has done so, or for a period of 45 days, whichever is the shorter time. Bid guarantees of all other bidders INVITATION AND INSTRUCTIONS TO BIDDERS 00100 - 2 G&CA #1293 will be returned to them as soon as feasible after the bid opening. 7. PERFORMANCE BOND AND LIEN BOND in an amount equal to 100% of the Contract sum may be required by the Owner. Bonds shall be executed in form and security (and with a bonding company) acceptable to the Owner. Bonding or Insurance Company shall have at least a Best's Rating according to BEST'S KEY RATING GUIDE of A+ and CLASS XII without insurance or other agreements to enhance its rating, The Owner shall reimburse the Contractor for the cost of said bond, or at the Owner's option, bonds may be secured and paid for separately by the Owner. 8. ALTERNATE BIDS. Except as stated above, alternate bids other than those listed in the bid form cannot be considered. Failure to bid upon all items listed in the bid form may cause rejection of the bid. 9. SEPARATE CONTRACTS. The Owner expressly reserves the right to let other contracts and to employ other contractors in connection with this project. All contractors on this project shall afford other contractors reasonable opportunity for the introduction and storage of materials and equipment, and for execution of their work. They shall properly connect and coordinate their work with the work of other contractors. The tenants also reserve the same rights. 10. SUBMISSION OF PROPOSAL. Enclose bid proposal in an opaque sealed envelope bearing the words PROPOSAL FOR CONSTRUCTION, name of PROJECT and name of BIDDER and address to: National Construction Manager, 3333 Beverly Road, D/824C Hoffman Estates, I1 60179 Deliver bid as required by Wednesday, September 22, 1993 at 3:00 p.m., CDT. Bidder is responsible for delivery of his bid at or before this time at the location indicated above. a. Proposals must be submitted on forms prepared by the Architect. Each copy of proposals submitted shall be properly signed. The signatures must be in longhand and executed by a principal duly authorized to make contracts. The bidder's legal name and corporate title must be fully stated. The completed forms shall be without interlineation, alteration or erasures. Copies of proposal forms will be furnished in triplicate, two (2) of which shall be submitted with the bid and one (1) retained by the bidder. Oral, telegraphed or telephoned proposals or modifications thereof will not be INVITATION AND INSTRUCTIONS TO BIDDERS 00100 - 3 G&CA #1293 considered. All blank spaces on forms must be fully filled in. b. Proposals submitted by a Contractor as a result of this Invitation and Instructions to Bidders shall not obligate the Owner or the Architect in any way. 11. WITHDRAWAL OF BIDS. Any bidder may withdraw his bid, either personally or by written request at any time. prior to the bid opening. No bid may be withdrawn or modified after that time, unless and until the award of contract or a delay to issue a contract for a period longer than 45 days after the date indicated in paragraph 11 of these instructions. 12. THE OPENING OF PROPOSALS and the determination of the successful bidder will be in private session in SEARS, ROEBUCK AND CO. Headquarters Offices within two (2) working days after the bid submittal date stated in paragraph 11 of these Instructions. The Owner reserves the right to reject any or all proposals without explanation and to waive all formality in connection with bid opening. 13. FORFEITURE OF BID GUARANTEE. Should the bidder fail to enter into contract and furnish the required bonds within 10 days after his bid is accepted by the Owner, his bid guarantee will be forfeited to the Owner as liquidated damages, but not as a penalty. 14. AWARD OF CONTRACT. It .is the intention of the Owner that award of the Contract for General Construction will be made within 45 days of receipt of the bid proposals. .AIA document•A101,. Standard Form of AGREEMENT BETWEEN OWNER AND CONTRACTOR for a'STIPULATED SUM will be used.• In order to expedite,start of construction date, Owner reserves the right to issue a letter of'intent to award,prior to • issuance of a. formal contract. G&CA #1293 15. LIST OF SUBCONTRACTORS. Prior to award of the Contract, the successful contractor will be required to furnish a list of the names of Subcontractors for the following listed working items, stating that the Subcontractors will not be changed except as provided for in the General Conditions: Earthwork Asphalt Paving Concrete Work Masonry Structural Steel Miscellaneous Metals Carpentry and Millwork Exterior Insulation Finish System Sheet Metal Sheet Metal Roofing Steel Doors and Frames Glass and Glazing - Storefront Sealants Furring, Lath and Plaster Gypsum Drywall Tile Work Stone Tile Work Acoustical Ceilings Finish Hardware Overhead Coiling Doors Flush Wood Doors Painting Toilet Partitions Plumbing Mechanical Work Electrical Work END OF SECTION INVITATION .AND .INSTRUCTIONS TO 00100 - 5 ,SECTION 00300 - FORM OF PROPOSAL FIRM NAME: ADDRESS: TELEPHONE: CONTRACTOR'S LICENSE: Re: Ramon Perez Director of Construction Planning Sears, Roebuck and Co. 3333 Beverly Road, D/824, A2-252A Hoffman Estates, IL 60179 G&CA #1293 Retail Store Remodeling 400 Southcenter Mall Tukwila, WA THE UNDERSIGNED proposes to furnish all labor, materials, tools, and necessary equipment, and to perform all work in connection with the Retail Store Remodeling construction including sidewalk, curb and paving modifications, and modifications to landscape sprinkling adjacent to the building, all as indicated at the location indicated on the drawings in accordance with drawings and specifications prepared by GREGORY & CHAPEL ARCHITECTS PS. THE UNDERSIGNED agrees that upon written acceptance of the bid within forty-five (45) calendar days after the date of opening of the bids, he will within ten (10) calendar days after receipt of the written acceptance, execute an Agreement with Sears, Roebuck and Co. THE UNDERSIGNED acknowledges the receipt of the following addenda to the drawings and specifications BASE BID• All work exhibited on the Drawings and/or included in the Specifications, and not including any work described as Alternate Bids, for the sum of: Dollars ($ ). FORM OF PROPOSAL 00300 - 1 G&CA #1293 1 SEGREGATED PRI.cES (Base Bid) Costs given include all materials, labor, overhead and profit of all contractors involved. The sums indicated are included in, and constitutes a total bid price as indicated on page 1. In case of conflict, summary on page 1 will govern. 1.01 General Conditions $ 1.02 Site Work $ 1.03 General Construction $ 1.04 Plumbing $ 1.05 Air Conditioning/Ventilation $ . 1.06 Electrical $ 1.07 Fire Protection (Sprinklers) $ 1.08 Allowance for Door Hardware $ 2. ALTERNATE BIDS ALTERNATE BID NO. 1: The Owner contemplates arranging for and paying for the bond described in Article 8 of the Instructions to Bidders. If the Contractor pays for the bond or if the Owner pays for the bond arranged for by the Contractor, ADD the sum of $ ALTERNATE BID NO. 2: If the Contractor furnishes all new 2 x 2 light fixtures with electronic ballasts and T8 Lamps where existing or relocated 2 x 2 light fixtures are indicated, ADD the sum of $ ALTERNATE BID NO. 3: If the Contractor refurbishes all existing or relocated 2 x 2 light fixtures with electronic ballasts and T8 Lamps where existing or relocated 2 x 2 light fixtures are indicated, Aaa the sum of $ 3 BID GUARANTEE in the form of is enclosed in an amount of 5% of the base bid. FORM : OF' PROPOSAL 00300 - 2 G&CA #1293 4. UNIT PRICES The unit costs indicated include all materials, labor, overhead and profit, and will be used as a basis for crediting or billing due to Owner changes. 4.01 Excavation per cubic yard a. Hand Excavation Add $ b. Machine Excavation Add $ /c.y. Deduct $ /c.y. /c.y. Deduct $ /c.y. 4.02 Backfilling compacted in place, per cubic yard a. Select fill Add $ /c.y. Deduct $ /c.y. b. Non -select fill Add $ /c.y. Deduct $ /c.y. 4.03 Sprinkler Heads a. Additional heads each: b. Less heads than shown: Upright $ Upright $ Pendant $ Pendant $ Flush Pendant $ Flush Pendant $ b. Relocation of any head (assume 4 ft. relocation): Each $ c. Replace existing heads and escutcheons with chrome units Each $ 4.04 Sanitary and Storm Drains Above Ground including Fittings and Hangers a. 2" no -hub Cast -Iron Soil Pipe: Lin. Ft. Add $ Deduct $ b. 4" no -hub Cast -Iron Soil Pipe: Lin. Ft. Add $ Deduct $ c. 6" no -hub Cast -Iron Soil Pipe: Lin. Ft. Add $, Deduct $ d. $" no -hub Cast -Iron Soil Pipe: Lin. Ft. Add $ Deduct $ e. 10" no -hub. Cast -Iron Soil Pipe: Lin. Ft. Add $ Deduct $ FORM OF PROPOSAL. 00300 3 G&CA #1293 4.05 Sanitary and Storm Drains Above Ground including Fittings and Hangers a. 2" PVC - DWV Pipe: Lin. Ft. Add $ Deduct $ b. 4" PVC - DWV Pipe: Lin. Ft. Add $ Deduct $ c. 6" PVC - DWV Pipe: Lin. Ft, Add $ Deduct $ d. 8" PVC - DWV Pipe: Lin. Ft. Add $ Deduct $ e. 10" PVC - DWV Pipe: Lin. Ft. Add $ Deduct $ 4.06 Water Piping Including Fittings and Hangers a. 1" Type "L" Copper: Lin. Ft. Add $ Deduct $ b. 2" Type "L" Copper: Lin. Ft. Add $ Deduct $ c. 1" Gate Valve - Solder End: Lin. Ft. Add $ Deduct $ d. 2" Gate Valve - Solder End: Lin. Ft. Add $ Deduct $ 4.07 Pipe Insulation a. 1" Fiberglass Insulation for 1" Diameter Pipe: Lin. Ft. Add $ Deduct $ b. 1" Fiberglass Insulation for 2" Diameter Pipe: Lin. Ft., Add $__ Deduct $ FORM . OF: PROPOSAL 0030.0 - 4 G&CA #1293 c. 1" Fiberglass Insulation for 6" Diameter Pipe: Lin. Ft. Add $ Deduct $_ d. 1" Fiberglass Insulation for 8" Diameter Pipe: Lin. Ft. Add $ Deduct $ e. 1" Fiberglass Insulation for 10" Diameter Pipe: Lin. Ft. Add $ Deduct $ f. 1" Fiberglass Insulation for 12" Diameter Pipe: Lin. Ft. Add $ Deduct $ 4.08 Miscellaneous Piping a. Compressed Air Piping: Lin. Ft. Add $ Deduct $ b. Gas Piping: Lin. Ft. 3/4" Add $ Deduct $ Lin. Ft. 1" Add $ Deduct $ Lin. Ft.1-1/4" Add $ Deduct $ Lin. Ft.1-1/2" Add $ Deduct $ Lin. Ft. 2" Add $ Deduct $ Lin. Ft. 3" Add $ Deduct $ Lin. Ft. 4" Add $ Deduct $ Lin. Ft. 6" Add $ Deduct $ 4.09 Sheet Metal Work and HVAC Piping: Galvanized Ductwork Including Hangers and Supports, but Excluding Diffusers: Pound Add $_ b. Duct Insulation: Sq.Ft. Add $_ Deduct $ Deduct $_ FORM OF PROPOSAL 00300 - 5 G&CA #1293 c. 1" Schedule 40 Pipe (Insulated): Per Ft. Add $ Deduct $ d. 1-1/4" Schedule 40 Pipe (Insulated): Per Ft. Add $ Deduct $ e. 1-1/2" Schedule 40 Pipe (Insulated): Per Ft. Add $ Deduct $ f. 2" Schedule 40 Pipe (Insulated): Per Ft. Add $ Deduct $ g. 2-1/2" Schedule 40 Pipe (Insulated): Per Ft. Add $ Deduct $ h. 3" Schedule 40 Pipe (Insulated): Per Ft. Add $ Deduct $ i, 4" Schedule 40 Pipe (Insulated): Per Ft. Add $ Deduct $ 4.10 The Unit Cost for receiving, installing and lamping for each type of light fixture furnished by the Owner shall be as follows: a. Fixture Type A Each Add $ . Deduct $ b. Fixture Type B Each Add $ . Deduct $ c. Fixture Type C Each Add $ . Deduct $. d. Fixture Type D Each Add $ . Deduct $ e. Fixture Type E Each Add $ Deduct $ 4.11 The Unit Cost for each type of. light fixture and lamps furnished and installed by the Contractor shall be as follows: a. Fixture Type A Each Add $ Deduct $ b. Fixture Type B Each Add $ Deduct $ c. Fixture Type C Each Add $ . Deduct $ d. Fixture Type D Each Add $ . Deduct $ FORM OF -.PROPOSAL 00300 - 6 e. Fixture Type E Each Add $ . Deduct $ G&CA #1293 4.12 The following Unit Prices for electrical equipment and material shall apply: a. Single Pole Switch, Box and Plate Each Add $ . Deduct $ b. Double Pole Switch, Box and Plate Each Add $ . Deduct $ c. Single Pole Key Each Add $ . Deduct $ d. Hubbell #5262 Receptacle, Box and Plate Each Add $ . Deduct $ e. 4-11/16" Square Junction Box with Cover Each Add $ Deduct $ f. 4" Square Junction Box with Cover Each Add $ . Deduct $ g. 1/2" EMT Each Add $ Deduct $ h. 3/4" EMT Each Add $ Deduct $ i. 1" EMT Each Add $ . Deduct $ j. 1-1/4" EMT Each Add $ Deduct $ k. 1-1/2" EMT Each Add $ . Deduct $ 1. 2" EMT Each Add $ Deduct $ m. 1-1/4" EMT Ells Each Add $ . Deduct $ n. 1-1/2" EMT Ells Each Add $ Deduct $ o. 2" EMT Ells Each Add $ Deduct $ p. 1/2" Conduit L.F. Add $ . Deduct $ q. 3/4" Conduit L.F. Add $ . Deduct $ r. 1" Conduit L.F. Add $ . Deduct $ s. 1-1/4" Conduit L.F•. Add $ . Deduct $ t. 1-1/2" Conduit L.F. Add $ . Deduct $ u. 2" Conduit L.F. Add $ . Deduct $ FORM OF PROPOSAL 00300 7 7 G&CA #1293 v. 1-1/4" Conduit Ells L.F. Add $ Deduct $ w. 1-1/2" Conduit Ells L.F. Add $ Deduct $ x. 2" Conduit Ells L.F. Add $ Deduct $ y. #14 THWN CU Wire L.F. Add $ . Deduct $ z. #12 THWN CU Wire L.F. Add $ . Deduct $ aa #10 THWN CU Wire L.F. Add $ Deduct $ bb. #8 THWN CU Wire L.F. Add $ Deduct $ cc. #6 THWN CU Wire L.F. Add $ Deduct $ dd. #4 THWN CU Wire L.F. Add $ Deduct $ ee. #3 THWN CU Wire L.F. Add $ . Deduct $ ff.. #2 THWN CU Wire L.F. Add $ . Deduct $ gg. #1 THWN CU Wire L.F. Add $ Deduct $ hh. #1/0 THWN CU Wire L.F. Add $ . Deduct $ ii. #2/0 THWN CU Wire L.F. Add $ . Deduct $ jj. #3/0 THWN CU Wire L.F. Add $ . Deduct $ kk. Flush Floor Outlet - First Floor Each Add $ . Deduct $ 11. Flush Floor Outlet - Second or Third Floor Each Add $ . Deduct $ mm. For use with Floor Outlet, 2 - #12 in 3/4" C L.F. Add $ . Deduct $ nn. Cash Register Power Floor Outlet - First Floor L.F. Add .$ . Deduct $ oo. Cash Register Power Floor Outlet - 2nd or 3rd Floor L.F. Add $ Deduct $ FORM OF PROPOSAL po3oo - 8 PP. qq• G&CA #1293 For use with Cash Reg. Outlet, 2 - #12 in 3/4" C L.F. Add $ . Deduct $ Floor Outlet for Telephone and/or Cash Register (Low Voltage) Each Add $ . Deduct $ rr P.O.S or Telephone Cable in 3/4" C. for Use with qq. L.F. Add $ . Deduct $ ss. Carpet Flange Each Add $ . Deduct $ tt. Hubbell #5262 Duplex Receotacle, Box and Plate Mounted in Wall or Columns Each Add $ . Deduct $ uu. Telephone Outlet Box and Plate Mounted in Wall or Column Each Add $ . Deduct $ 4.13 Installed Acoustical Suspended Ceilings: a. Acoustical Metal Tile Ceiling System S .F. Add $ Deduct $ b. 2 x 4 Acoustical Panel Ceiling System S .F. Add $ . Deduct $ 4.14 Painting - Exterior Finish Painting: a. Single Coat of Acrylic Emulsion S.F. Add $ . Deduct $ b. Single Coat of Semi -Gloss Enamel S .F. Add $ . Deduct $ 4.15 Drywall Partitions: a. Interior Wall Type 1 S.F. Add $ .. Deduct $ b. Interior Wall Type 2 S.F. Add $ Deduct $ c. Interior Wall Type 3 S.F. Add $ Deduct $ d. Interior Wall Type 5 S.F. Add $ Deduct $ 4.16 Hollow Metal Doors: a. Includes hollow metal frame and installation of a specified non -rated 3'-0" x 7'-0" door. No finish hardware included. Each Add $ Deduct $ FORM OF PROPOSAL 00300 - 9 G&CA #1293 b. Includes hollow metal frame and installation of a specified 1-1/2 hour rated 3'-0" x 7'-0" door. No finish hardware included. Each Add $ . Deduct $ c. Includes hollow metal frame and installation of a pair of specified 1-1/2 hour rated 3'-0" x 7'-0" doors. No finish hardware included. Each Add $ Deduct $ 4.17 Solid Core Wood Doors: a. Includes hollow metal frame and installation of a specified non -rated 3'-0" x 7'-0" door. No finish hardware included. Each Add $ Deduct $_ b. Includes hollow metal frame and installation of a specified 1-1/2 hour rated 3'-0" x 7'-0" door. No finish hardware included. Each Add $ . Deduct $ c. Includes hollow metal frame and installation of a pair of specified 1-1/2 hour rated 3'-0" x 7'-0" doors. No finish hardware included. Each Add $ Deduct $ FORM Or PROPOSAL 00300 - 10 5. THE UNDERSIGNED agrees to the following: 5.01 The undersigned agrees to commence work immediately after signing the Agreement and to complete the project as set forth in the "Turnover Schedule" included, following Section 00810 - Special Conditions. 5.02 The undersigned agrees, ifawarded the contract, to deliver to the Owner within three (3) days after the date of written notice to proceed with the work and before proceeding with any work, the certificates of insurance specified. The insurance company used by the undersigned will be: Name: Address: 5.03 The undersigned agrees that SEARS, ROEBUCK AND CO. reserves the right to reject any and all bids, to waive minor informalities in any bid, and toaward the contract in the best interest of SEARS, ROEBUCK AND CO. 5.04 The undersigned agrees that he will not withdraw his bid for a period of forty-five (45) days after the date of the bid opening. 5.05 The undersigned certifies that this bid is genuine and is not made in the interest of. or on behalf of any undisclosed person, firm, or corporation,, and is not submitted in conformance with any Agreement of any group, association, organization or corporation. 5.06 The undersigned certifies that he has not directly or,. indirectly induced nor solicited any other bidders to submit a false or sham bid. 5.07 The undersigned certifies that he has not sought by collusion or otherwise to obtain for himself any advantage over any other bidders or over the Owners. G&CA #1293 6. I (WE) CERTIFY that on , 19 LICENSE NO. was issued to me (us) by the Contractor's State License Board in the state of Washington and that said license has not been revoked. Respectfully submitted, FIRM NAME By DATE: Title: Legal Address: Telephone: SEAL (If Bidder is a Corporation) State whether an individual, a co -partnership or a corporation, and if a co -partnership, give names of individuals composing same. If a corporation,name the state or territory under whose laws it is incorporated. , 19 Enclosures• (list any attachments to this list form.) END OF FORM G&CA #1293 GENERAL CONDITIONS SUMMARY OF CONTENTS ARTICLE ,$DEJECT EBS 1 Definitions and Contract Documents Intent . 3 2 Function of the Consultant 9 3 The Contractor 10 3.1 Review of Contract and Site Inspections and Data 10 3.2 Site Maintenance 11 3.3 Labor, Supervision and Materials. • 11 3.4 Taxes 12 3.5 Permits, Fees and Notices 12 3.6 Allowances 13 3.7 Progress Schedule 13 3.8 Drawings and Specifications at the Site 13 3.9 Shop Drawings and Samples . . • 14 3.10 Use of Site 15 3.11 Cutting and Patching 15 3.12 Close Out 15 3.13 Communications 16 3.14 Tests 16 3.15 Claims 17 3.16 Liens 17 3.17 Equal Employment Opportunity. . • 17 3.18 Trades 18 4 Subcontractors 18 5 Other Contracts 19 6 Sears 20 . 6.1 Right' to Stop Work 20 6.2 Right to Cure 21 6.3 Pre -Opening Preparatory Work. . . • 21 7 Time 21 8 Payments 23 8.1 Schedule of Values 23 8.2 Progress Payments 23 8.3 Certificate for Payment 23 8.4 Payments Withheld 24 8.5 Retainage 25 8.6 Substantial Completion and Final Payment 26 8.7 Warranty 27 CS766363 GENERAL CONDITIONS 00800 - 1 OM - 2.17.92 G&CA #1293 SUMMARY OF CONTENTS PAGE 2 ARTICLE SUBJECT P, GE 9 Protection of Persons and Property 28 10 Insurance and Indemnity 29 11 Changes in the Work 32 12 Inspection of the Work 33 13 Termination of the Contract 35 14 General Provisions 37 14.1 Governing Laws 37 14.2 Successors and Assigns 37 14.3 Bonds 37 14.4 Rights and Remedies 37 14.5 Interest 38 14.6 Audit 38 ATTACHMENTS: Exhibit "A" - Sears Required Insurance Level Sheet Exhibit "B" - Sears Sample Certificate of Insurance GENERAL CONDITIONS 00800. 2.. GENERAL CONDITIONS ARTICLE 1 QEFINITIONS AND CONTRACT pOCJMENTS INTENT j Definitions G&CA #1293 (a) "Addendum" means an addition to, deletion from or other change in the Drawings, Specifications or prior Addenda, issued by the Consultant prior to the date of the Agreement. (b) "Agreement" means the Owner -Contractor Agreement, which is the contract for the Work, executed by Sears and Contractor, and which incorporates all Contract Documents. (c) "Amendment" means a written agreement subject to these General Conditions signed by both Sears and the Contractor, which alters, modifies or waives any provision of the Agreement, or the Conditions of the Contract. An Amendment may only be made by the parties after both Sears and the Contractor have signed the Agreement. (d) "Consultant" means licensed architect, engineer, professional consultant or other designee of Sears serving as Sears representative for the Work. (e) "Change Order" means a written order to the Contractor signed by Sears, the Consultant and the Contractor, issued after the date of the Agreement, authorizing a Change in the Work or an adjustment in the Contract Suin or the Contract Time. The Contract Sum and the Contract Time may be changed only by Change Order. (f) "Field Change Directive" means a written order from the Consultant to the Contractor to make minor changes in the Work not involving adjustments in the Contract Sum or extensions of the Contract Time and not inconsistent with the intent of the Contract Documents. These changes shall be binding on Sears and Contractor. (g) "Contract Documents" means and consists of (1) the Agreement and all documents referenced therein as part of Contract, (2) the Conditions of the Contract [General Conditions and other Conditions], (3) Amendments to the Agreement or to the Conditions of the Contract, (4) the Drawings, (5) the Specifications, (6) Revisions to the Drawings and the Specifications and (7) all Addenda, Change Orders, the Bidding Instructions, other Bidding Documents, Contractor's Proposals and other documents that are expressly identified in the Contract Documents as part of the Contract Documents. Any of the foregoing documents may herein be known individually as "a part of the Contract Documents"; several or all of the foregoing documents may also herein be known as "the parts of the Contract Documents". The Contract Documents form the Contract between Sears and Contractor for the Work. GENERAL CONDITIONS 00800 - 3 (h) "Contractor" means the person or entity identified as such in the Agreement and referred to as Bidder in the Contractor's Proposal. The term "Contractor" includes any employee, agent, officer, director, partner, principal or representative of the Contractor, and also includes in the General Conditions of the Contract Documents "Subcontractor" or "Subsubcontractor" and any other person or entity acting directly or indirectly through or under the Contractor on any provision applying to Work done, or to be done. (i) "Contract Sum" means the amount stated in the Agreement as the total amount payable by Sears to the Contractor for the performance and completion of the Work in accordance with the Contract Documents and within the Contract Time. (j) "Contract Time" means the period of time allotted in the Agreement for the performance and completion of the Project in accordance with the Contract Documents for the Contract Sum; the date of commencement of the Work shall be the date from which the Contract Time shall be calculated. The date of commencement is the date established in the Agreement, or such other date as may be established by the Consultant, if such date is not specified in the Agreement. (k) "Coordination" means the supplying of all information and performing all acts as are necessary for the integration of the Work for the Project and the integration of the Work, and the construction of the Project with other construction, or other work by Other Contractors upon the Site and adjacent areas, and the integration of the parts of the Work. (1) "Date of Substantial Completion" means the date, as certified by the Consultant, when construction is sufficiently complete in accordance with the Contract Documents so that Sears may generally use and occupy the Project or a designated part for the purpose for which it was constructed or installed. The term "day" means calendar day. (m) "Date of Final Completion" means the data, as certified by the Consultant, when all Punch List items have been completed. (n) "Drawings" means the documents so identified in the Contract Documents as they may from time to time be changed by Revisions. (o) "Final Completion" means that all Work remaining to be performed following Substantial Completion has been performed, as certified by the Consultant, including Punch List and jg is items, and the Contractor is entitled to Final Payment, as defined and qualified by Article 8. (p) "Other Contractor" means a person or entity with whom the Sears has a direct contract ("Other Contract") for the performance and completion of portions of the Project other than the Work, and includes any party acting directly or indirectly through or under the Other Contractor; "Other Contractor" also means a party with whom an Other Owner has a direct contract for GENERAL CONDITIONS 00800 - 4 G&CA #1293 performance of construction upon or about areas adjacent to the Site, and further any person or entity acting directly or indirectly through or under the Other Contractor. The term "Other Contractor" includes any employee, agent, officer, director, partner, principal or representative of an Other Contractor. (q) "Other Owner" means any party (other than Sears) having a present or future estate or interest in the Site, any part of the areas adjacent to the Site (whether or not forming a part of the parcel in which Sears has an estate) or in any other parcel which is the subject of an agreement between Sears and Other Owner(s). (r) "Project" means the total construction designed by the Consultant, of which the Work is a portion. (s) "Revisions" means changes of any kind (including but not limited to deletions) respectively, in, of, to or from the Drawings and/or the Specifications made by the Consultant with the prior consent or authorization of Sears. All Revisions made prior to the date of the Agreement shall be in the form of an Addendum; all Revisions made subsequent to such date shall be in the form of Change Orders. Nothing contained in this Paragraph shall be construed as requiring the Contractor's agreement or consent to any Revision, it being understood that Sears shall have the right to order Changes in the Work pursuant to Revisions in the Drawings and/or the Specifications without the consent of the Contractor, subject to mutual agreement as to the cost or credit. (t) "Shop Drawings" means drawings, diagrams, illustrations, schedules, performance charts, brochures and other data which are prepared by the Contractor, any Subcontractor or other party acting directly or indirectly through or under the Contractor and illustrating some part of the Work. (u) "Samples" means physical examples furnished by the Contractor to illustrate materials, equipment, workmanship or establishing standards by which the Work will be judged. (v) "Sears" means Sears, Roebuck and Co. (w) "Site" means the location of the Project as shown on the Contract Limit Plan or any other Drawing, and defined as Property in the Agreement. (x) "Specifications" means the documents identified as such in the Contract Documents as they may from time to time be changed by Revisions. (y) "Subcontractor" means a person or organization who has a direct contract ("Subcontract") with the Contractor to perform a portion of the Work at the Site. The term "Subcontractor" includes any employee, agent, officer, director, partner, principal and representative of a Subcontractor. GENERAL CONDITIONS 00800 - 5 (z) "Substantial Completion" means that the Work has reached such a point in quantity and quality of construction that, except for dg pinimis matters, the Contractor has constructed a facility in accordance with the Contract Documents which Sears may use and operate for Sears retail store and automotive center business, subject only to Sears completion of the balance of its pre -opening work to be done after the Date of Substantial Completion. (aa) "Subsubcontractor" means a person or organization that has a direct or indirect contract ("Subsubcontract") with a Subcontractor to perform any of the Work at the Site. The term "Subsubcontractor" includes any employee, agent, officer, director, partner, principal and representative of a Subsubcontractor. (bb) "Work" means all labor necessary or proper to produce the construction intended by the Contract Documents, all materials and equipment incorporated or to be incorporated into the construction as intended by the Contract Documents, and all other acts or services of the Contractor necessary to produce the construction intended by the Contract Documents, including, without limitation, the furnishing and/or payment of all supplies, tools, scaffolding, transportation, superintendence, insurance and taxes. , „.?, Contract Documents Intent and Interrretatiort (a) The Contract Documents are intended to include all labor, materials, equipment and such other items as are necessary for the performance and completion of the Work in a first class and workmanlike manner, and are intended to include any acts, services or construction (1) customarily incident to Work shown on any of the Drawings, or covered under any heading, section, branch, class or trade of the Specifications, or (2) reasonably inferable from the Drawings or the Specifications as being reasonably necessary to produce the results generally intended by the Contract Documents. (b) Words and phrases with recognized technical or trade meanings are used in the Contract Documents in accordance with those recognized meanings; words and phrases with recognized legal meanings are used in the Contract Documents in accordance with those recognized meanings. (c) All parts of the Contract Documents are complementary and are intended to include or imply all items required for the proper and timely performance and completion of the Work. Any item of Work mentioned in the Specifications which is not shown on the Drawings, or shown on the Drawings which is not mentioned in the Specifications, shall be provided by the Contractor as if shown or mentioned in both. (d) It is intended that the Contractor is responsible for the coordination of the various parts of the Work so that no part shall be left in an unfinished or incomplete condition. GENERAL CONDITIONS 00800 - 6 (e) Generally, the Specifications describe parts of the work which cannot be readily indicated on the Drawings. It also indicates types, qualities and methods of installation of the various materials and equipment required for the Work. It does not mention every item of Work which cannot be adequately shown on the Drawings. The Drawings do not show all items of Work described or required by the Specifications even if they are of such nature that they could have been shown. All materials, equipment or labor for any of the Work which are shown on the Drawings, described by the Specifications, or reasonably inferable therefrom as being necessary to produce a finished job shall be provided by the Contractor whether or not expressly covered in the Specifications or the Drawings. (f) The Contract Documents comprise the entire and integrated agreement between Sears and the Contractor and supersede all prior negotiations, representations or agreements, either written or oral. (g) These General Conditions of the Contract Documents shall apply to and bind, with equal force, the Contractor, Subcontractors and any other party acting directly or indirectly through or under the Contractor. (h) In the event of any conflict or inconsistency between the documents comprising the Contract Documents, the authority of the individual documents, relative to the other documents, is, in descending order of authority, the Agreement, supplemental general conditions, the General Conditions, the Specifications, the Drawings, the Bidding Documents and then the other documents comprising the Contract Documents. (i) A11 attachments, schedules and the like attached to or identified in the Agreement are a part of the Contract Documents. (j) The Specifications are separated into titled sections for convenience only and not to dictate or determine the trade or craft involved. This separation does not relieve the Contractor from the responsibility for thi satisfactory completion of the Work, regardless of the trade divisions. (k) In the Specifications, omission of words or phrases such as "the Contractor shall", "shall be", etc. are intentional; nevertheless, the requirements of the Specifications are mandatory. Omitted words or phrases shall be supplied by inference in the same manner as when a "note" occurs on the Drawings. (1) Words in the singular shall include the plural wherever applicable or the context indicates. (m) Any reference to standard Specifications of any society, institute, association or governmental authority is a reference to the effective standard Specifications of those organizations at the date of the Contractor's Proposal. If the Specifications are revised prior to commencement of any part of the Work to GENERAL CONDITIONS 00800 - 7 G&CA 41293 which the Revisions would pertain, then the Work shall be performed in accordance with the initial Specifications, unless the Consultant gives its prior written consent to performance in accordance with the revised Specifications. (n) The standard Specifications referred to above, except as modified in the Specifications for the Work, shall have full force as though printed in the Specifications. (o) When the Consultant, by a written interpretation of the Contract Documents, determines that an issue is covered in the Contract Documents, the written interpretation shall not constitute a Modification. The Contractor shall perform the Work in accordance with the written interpretation and bear the cost of the performance. The Contractor shall have no right to claim and shall not be entitled to additional costs or compensation for performance covered by the Contract Sum. (p) When two or more products are specified for an item of Work, and any one is acceptable, and the choice is left to the Contractor, or when only one product is specified and the term "or equal" is used in connection with the product, the Contractor shall, if it so desires, propose to the Consultant a substitute product for the one specified. Substitutions will be considered only under the following circumstances: (1) When the specified product is not available; or (2) When, if a certain product or process is specified and a guarantee of performance is required and, in the judgment of the Consultant, the specified product or process will not produce the desired results; or (3) When such substitution, in the opinion of the Consultant, is in the interest of Sears. Sears reserves, in its discretion, the right to reject any substitution proposed by the =tractor. (q) Whenever any provision of the Specifications conflicts with any agreements or regulations at any time in force among members of any trade associations, unions or councils that regulate or distinguish which construction shall or shall not be included in the construction of any particular trade, the Contractor shall make all necessary arrangements to reconcile conflicts without delay, damage, cost or recourse to Sears. (r) If the progress of the Work is affected by any undue delay in furnishing or installing materials or equipment required under the Contract Documents, because of a conflict involving an agreement or regulation, the Consultant may require that other material or equipment of equal kind and quality is provided at no additional cost to Sears. (s) The Contractor and any Subcontractor shall make all provisions necessary to avoid disputes with labor unions and GENERAL CONDITIONS 00A00 - 8 G&CA #1293 shall be responsible for delays, damages or extra costs as a result of disputes. (t) No provision in any part of the Contract Documents creates any equitable, or other assignment, or other form of transfer (including a trust) for the benefit of any Subcontractor, or any other person, or entity acting or claiming directly or indirectly through or under the Contractor of the Contract Sum [including, without limitation, the amounts of any progress payments, retainage reductions, final payment, payments pursuant to Changes in the Work or other sums] or of any amounts withheld, deducted or otherwise kept or held by Sears in the nature of set-off or otherwise, or any amounts of any other funds which are or may be due under the Contract Documents, irrespective of whether any of the foregoing are presently due, liquidated or unliquidated. No person or entity acting or claiming directly or indirectly through or under the Contractor shall be a third party beneficiary of the Contract Documents. ?RTICLE 2 FUNCTION OF THE CONSULTANT In addition to the architectural and engineering services provided pursuant to the Contract Documents, the Consultant will perform the following services: (1) the Consultant will make periodic visits to the Site: to observe and examine the quality of the Work, to familiarize himself and maintain familiarity with the progress of the Work, to determine if the Work is proceeding in accordance with the Contract Documents, to review the Work at critical stages and to keep Sears informed of the quality, progress and performance of the Work. It will guard Sears against defects and deficiencies in the Work and acts by the Contractor, or Work not in accordance with the Contract Documents. The Consultant will also conduct field inspections, and provide,othsr services required by building codes and other laws; (2) based on the visits to the Site pursuant to these General Conditions, determinations made by the Consultant in conjunction therewith, knowledge obtained independently, and on the Contractor's Applications for Payment, the Consultant will determine the amounts owing to the Contractor and will issue Certificates for Payments in those amounts, subject to the provisions of these General Conditions; (3) the Consultant will have the right to reject Work which does not conform to the Contract Documents. Whenever, in its reasonable opinion, the Consultant considers it necessary to assure the proper implementation of the intent of the Contract Documents, it will have the right to require special inspection or testing of the Work, whether or not Work is then fabricated, installed or completed:ENERAL CONDITIONS 00800 - 9 G&CA #1293 (4) the Consultant will review Shop Drawings and Samples and prepare Change Orders in accordance with these General Conditions; (5) the Consultant will conduct inspections to determine Substantial and Final Completion, and their respective dates. It will review written guarantees and related documents required by the Contract Documents and assembled by the Contractor, and will issue a Certificate for Final Payment; (6) the Consultant will advise and consult with Sears. Sears instructions to the Contractor will be issued through the Consultant; (7) the Consultant's inspections, approvals and consultations will not be construed to relieve Contractor of Contractor's duties and liabilities under the Contract Documents; (8) the Contractor shall at all times give the Consultant access to the Work. ARTICLE 3 THE CONTRACTOR 2.1 Review of Contract and Site Inspections and Data (a) The Contractor represents to Sears and the Consultant that, prior to its signing the Agreement, it carefully examined the documents now forming the Contract Documents. The Contractor shall at once notify the Consultant and Sears of any error, inconsistency or omission it may hereafter discover in the Drawings or Specifications. (b) By executing the Agreement, the Contractor represents that it has visited the Site, familiarized itself with the local conditions under which the Work is to be performed and correlated its observations with the requirements of the Contract Documents. (c) Contractor must inform Sears, at the earliest opportunity, if any of the Work is not feasible or can be performed in a more economical or expeditious manner. (d) If Sears or the Consultant furnishes the Contractor with any information regarding the Work, including, but not limited to, Site condition data prior to, at or after the Contractor has signed the Agreement, or in the event the Drawings or Specifications contain any subsurface and/or surface Site condition data, the data is for informational purposes only and shall not be part of the Contract Documents or used for the Contractor's reliance. Contractor shall field verify all information given by Sears. GENERAL CONDITIONS 00800 - 10 G&CA #1293 2,2 §ite Maintenance (a) The Contractor shall, at its expense, repair or replace, whichever the Consultant shall determine will result in a sounder and more first class workmanlike condition of restoration, any part of the Work or other construction which is damaged or destroyed by anyone performing the Work. (b) The Contractor shall, at all times during the performance of the Work, keep the Site and the construction performed under the Contract, free from accumulation of waste or hazardous materials. (c) The Contractor shall erect and maintain, as required by existing conditions and progress of Work, all reasonable safeguards for safety and protection, including posting signs and other warnings against hazards. (d) When the use, storage or handling of hazardous materials or equipment is necessary for the execution of the Work, the Contractor shall exercise the utmost care and shall carry on such activities under the supervision of properly qualified personnel. (e) The Contractor shall remove and properly dispose of all containers and excess chemicals brought in to complete the Work hereunder, as well as all residual waste created in the execution of the Work, which requires hazardous waste disposal. The Contractor agrees to accept title to and full responsibility and liability for such hazardous waste. (f) The Contractor shall provide Sears with a copy of any licenses, permits or manifests used in connection with the disposal of any hazardous material. 2,2 Labor. Suuervision and Materials (a) The Contractor shall supervise, direct and coordinate the Work, including everyone performing the Work. The Contractor shall cooperate with and coordinate the Work with all Other Contractors and its Work shall not interfere with any construction or operations of Other Contractors. (b) The Contractor, at all times during the performance of any of the Work, shall have available a sufficient number of skilled workmen, laborers and other personnel to complete the Work in accordance with the Contract Documents. (c) The Contractor shall employ until Final Completion, a competent full-time construction superintendent, satisfactory to Sears, and other administrative and supervisory personnel so that the Work shall be performed in accordance with the Contract Documents. All communications given to the Contractor's construction superintendent shall be as binding as if•given to the Contractor. The Contractor shall not remove the construction superintendent from the Work without the prior written consent of Sears. GENERAL CONDITIONS 00800 - 11 G&CA #1293 (d) The Contractor shall enforce strict discipline and order among its employees and shall not employ any person or contract with any party for the performance of a part of the Work, if the party is not harmonious with other parties performing the Work or any construction upon the Site or adjacent areas. The Contractor shall not employ for the Work any unfit party or anyone not skilled in the task assigned. (e) The Contractor shall be solely responsible to Sears for all construction means, methods, techniques, sequences and procedures and for performing, supervising, directing and coordinating the performance of the Work, and Sears shall not be liable for any matter arising therefrom. The Contractor shall be responsible to Sears for its acts and omissions and its employees and Subcontractors, their agents and employees and all other parties performing the Work. (f) The Contractor warrants to Sears that all materials and equipment furnished under the Contract Documents shall be new and of recent manufacture, and that all Work shall be of good and workmanlike quality, free from faults and defects, and conforming with the Contract Documents. All Work not complying to these standards may be considered by Sears to be defective. Any improper substitution is a breach of the Contract, but shall be subject to the warranty. 2.1 Taxes The Contractor shall comply with all federal, state and municipal laws regarding taxes of all kind in connection with the Work, including Social Security, State Unemployment, Gross Receipts, Withholding, Worker's Compensation, Disability Benefits, Sales, Use and Excise Taxes. 2.1 Permits. Fees and Notices (a) The Contractor shall promptly secure and pay for all permits, governmental fees and licenses necessary for the completion of the Work in accordance with the Contract Documents. (b) The Contractor shall comply with all laws, ordinances, rules, regulations and orders of any public authority bearing on the design or performance of the Work (hereinafter "laws"). (c) The Contractor shall pay all royalties and license fees. GENERAL CONDITIONS 00800 - 12 G&CA #1293 L, Allowances The Contractor will include in the Contract Sum the reasonable allowances stated in the Specifications. These stated allowances represent the net cost estimate of the materials and equipment delivered and unloaded at the Site, and all applicable taxes. The Contractor's handling costs on the Site, labor, installation costs, overhead, profit and other expenses contemplated for cash allowance material and equipment shall be included in the Contract Sum. They are not to be included in the cash allowance, materials and equipment. If the actual cost of the materials and equipment delivered and unloaded at the Site and all applicable taxes are more or less than the cash allowance estimates in the Specifications, the Contract Sum shall be adjusted accordingly by Change Order. 2,2 Progress Schedule (a) The Contractor, immediately after it signs the Agreement, shall prepare and submit for the Consultant's approval an estimated Progress Schedule for the Work. This Schedule shall indicate the dates for starting and completing the various parts of the Work and shall be revised as required by the conditions of the Work, but no Revision shall constitute extensions of the Contract Time unless the Consultant notifies the Contractor when the Consultant approves the Revisions in the Progress Schedule. The Contractor shall carry on the Work and maintain the approved Progress Schedule at all times. Contractor shall provide to the Consultant with a schedule with appropriate methodology for the complexity of the Work. (b) In the event that the approved Progress Schedule is not maintained, and the Contractor is not granted an extension of the Contract Time, the Contractor shall employ any additional personnel as, in the opinion of the Consultant, is necessary to bring the progress of the Work within the approved Progress Schedule, and the Contractor small bear the cost. If overtime labor is, in the reasonable opinion of the Consultant, necessary, the Contractor shall utilize overtime labor and bear the cost. 2,1 Drawings and SDecifi_cat_i,ons at the Site The Contractor shall maintain at the Site, for Sears, one copy of all Drawings, Specifications, Addenda, approved Shop. Drawings, Change Orders and Revisions in good order and marked to record all changes made during construction. These copies shall be available to the Consultant. The Drawings, marked to record all changes made during construction, shall be delivered to the Consultant upon Final Completion, unless sooner requested by the Consultant. CS766343 GENERAL CONDITIONS 00800 - 13 - 13 - 2.17.92 G&CA #1293 Shop Drawings and Samples (a) The Contractor shall review and submit, with reasonable promptness, as determined by the Consultant, and in an orderly sequence and amount, so as to cause no delay in the Work, or in the Consultant's review, or in the construction or operations of the Other Contractors, all Shop Drawings and Samples. Shop Drawings and Samples shall be properly identified as required by the Contract Documents or the Consultant. At the time of submission, the Contractor shall inform the Consultant, in writing, or conspicuously on Shop Drawings of any deviation in the Shop Drawings or Samples from the Drawings and Specifications. The Contractor shall submit for initial approval and field distribution, sufficient copies of Shop Drawings and Samples as determined by the Consultant. (b) By submitting Shop Drawings and Samples, the Contractor represents to Sears that it has verified all field measurements, field construction criteria, materials, catalog numbers and similar data, and that it has checked each Shop Drawing and Sample within the requirements of the Work, the Drawings and the Specifications. Upon request for resubmission, the Contractor shall, within the time specified by the Consultant, submit sufficient copies, as determined by the Consultant, for final approval and field distribution. (c) The Consultant will review and approve Shop Drawings and Samples based on conformance with the design requirements of the Work and the Drawings and Specifications. The Consultant's approval of a separate item shall not indicate approval of an assembly in which the item functions. (d) Within the time specified, the Contractor shall make any corrections required by the Consultant and resubmit the required number of corrected copies of Shop Drawings or new Samples, until approved. (e) The Consultant's approval of Shop Drawings or Samples shall not relieve the Contractor of responsibility for any deviation from the requirements of the Work, the Drawings and Specifications, or errors or omissions in the Shop Drawings or Samples. (f) No portion of the Work requiring Shop Drawing or Sample submission shall be commenced until the submission has been approved by the Consultant, and they shall be in accordance with' approved Shop Drawings and Samples. (g) No approval of Shop Drawings and Samples shall be construed to change, amend or modify any of the requirements of the Contract Documents. Disapproval of Shop Drawings and Samples or delay in approving, submitting or resubmitting shall not be a cause of extension of the Contract Time. GENERAL CONDITIONS 00800 - 14 CS764343 - 14 - 2.17.92 (h) Where the Specifications require manufacturer's printed installation directions, they shall accompany Samples submitted for approval. The Contractor shall not order materials until the Samples are approved. 3.10 Use of Site (a) The Contractor shall confine its operations (including its machinery, equipment and storage of materials) within the limits shown on the Contract Limit Plan, except for areas outside the contract limit lines that Contractor is authorized to enter by the Consultant. The Contractor shall not encumber the Site and adjacent areas with any materials or equipment, and shall arrange and maintain its materials and equipment in an orderly manner so that Other Contractors shall have free and unimpaired access to and within the Site and any construction occurring there and in adjacent areas. (b) Should it be necessary to relocate materials and equipment, sheds, storage platforms, trailers, office or storage areas, the Contractor shall relocate them at the direction of Sears, at no cost to Sears. (c) The Contractor shall not place or maintain, or allow to be placed or maintained, any advertising matter, sign, bill, poster or the like on or about the Site, unless approved by the Consultant, in writing, except as required by law or permitted by the Contract. 3.11 Cutting and Patching The Contractor shall do all cutting, fitting or patching of its Work that may be required to make its several parts fit together properly, and shall not endanger or impair any Work or the construction or operations of Other Contractors by the cutting, excavating or otherwise. 3,12 Close Out Some of the obligations of the Contractor, upon the close out of the Project, include: (a) Clean Un (1) Upon the Substantial Completion of the Work, the Contractor shall remove all waste materials and rubbish from and about the Site, as well as all tools, construction equipment, machinery and surplus materials, and shall clean all glass surfaces and leave the Work "broom -clean" or equivalent. (2) The Contractor and Subcontractors shall be responsible for clean up as indicated in the Specifications. (3) If the Contractor fails to clean up, after notice to do so, Sears may do so and the cost shall be charged to the Contractor. GENERAL CONDITIONS 00800 - 15 G&CA #1293 (b) Guaranty Documents Upon the Substantial Completion of the Work, three (3) copies of all guarantees, warranties, certificates of inspection, operation, maintenance and operating instructions and similar documents shall be bound into a folder and sent to the Consultant, who shall, upon complete organization and assembly, deliver them to Sears. Each folder shall contain a summary of the material included, the character of the Work, the name of the Contractor, Subcontractor or Subsubcontractor who performed the Work, the period of the guarantee and the conditions of the guarantee. All guarantees and warranties from Subcontractors shall be made on their letterhead, countersigned by the Contractor and addressed to and in favor of Sears. Any guarantees and warranties from manufacturers, other suppliers or any other persons or entities performing the'Work shall run to Sears, and shall be for a minimum of one (1) year. 3.13 Communications The Contractor shall forward all communications to Sears through the Consultant. 3.14 Tests (a) If the Contract Documents or laws require any Work to be inspected, tested or approved, the Contractor shall give the Consultant timely notice of its readiness and of the date thereof so the Consultant may observe or conduct the inspection, testing or approval. The Contractor shall bear all costs of the required inspections, tests and approvals. (b) If after the commencement of the Work, the Consultant determines that any Work requires special inspection or testing that the above Paragraph does not include, it will, upon authorization from Sears, instruct the Contractor to order the special inspection or testing. If the special inspection or testing reveals a failure of the Work to comply (1) with the intent of the Contract Documents or (2) with laws as to the design or the performance of the Work, the Contractor shall bear all costs to correct the Work, including the Consultant's additional services made necessary by the failure; otherwise, Sears shall bear the costs of the testing, and an appropriate Change Order shall be issued. (c) Required certificates of inspection, testing or approval shall be secured by the Contractor and promptly delivered by it to the Consultant. CS766343 GENERAL CONDITIONS 00809.6 _ 16 2.17•92 G&CA #1293 3.15 Claims (a) The Contractor may only make those claims against Sears or Consultant expressly permitted by a specific provision of the Contract Documents. (b) The Contractor shall make no claim for the payment of any money or costs which are to be paid or borne by the Contractor under the Contract Documents, or for any costs or damages prohibited, waived or released by the Contractor under the Contract Documents. 3.16 Lima (a) The Contractor agrees that no Mechanic's Liens, similar liens or any other similar documents shall be filed or maintained by it, its Subcontractors or any other person or entity acting directly or indirectly through or under it against the land forming the Site, or any estates, or interests therein, the improvements thereon, and any land or improvements appurtenant for Work done or to be done for services, labor or materials furnished or to be furnished under the Contract Documents, Change Orders thereunder and any other agreement relating to the Work. The Contractor shall cause any Subcontract, Subsubcontract and all purchase orders and the like to contain a statement that Mechanic's Liens and similar liens are prohibited. (b) In the event a lien, claim or notice is filed, Sears shall have the right, at Contractor's expense [after ten (10) days notice to the Contractor and the Contractor's failure to discharge, satisfy or bond within that period] to discharge, satisfy or bond. Sears shall have the further right to deduct and keep from monies otherwise due and owing to the Contractor, Sears costs of discharging, satisfying or bonding. Sears shall also have the right to retain from money otherwise due and owing to the Contractor the amount stated in the lien, claim or notice until such time that such lien; claim or notice is finally discharged of record. (c) Prior to Sears giving Contractor any payment due, Contractor will give Sears a partial waiver of lien for the payment and a waiver from its Subcontractors for the preceding payment. 3.17 Eaual Employment Occortunity The Contractor shall not discriminate against any employee or applicant for employment because of age, race, color, religion, sex, national origin, handicap or status as a disabled or Vietnam -era veteran. Contractor shall comply with all federal, state and local requirements regarding equal employment opportunity and affirmative action and shall use good faith efforts to utilize minority and women owned business enterprises as subcontractors and suppliers in the performance of the Contract Documents. If applicable, the EEO clauses required under Executive Order 11246, the Rehabilitation Act of 1973 and GENERAL CONDITIONS 00800 - 17 G&CA #1293 the Vietnam Era Veterans Readjustment Assistance Act of 1974 are incorporated by reference. 3.18 Trades The Contractor shall provide against and take action to avoid any disputes with labor unions in which the Contractor, any Subcontractor or any person or entity performing the Work may become involved. Contractor shall be responsible to Sears for any delay, disruption, obstruction or hindrance in the Work, or damages or extra costs. In the event a provision of the Drawings or section of the Specifications conflicts with agreements or regulations in force among members of trade association, union or council, which regulate or distinguish what work shall or shall not be included in the jurisdiction of any trade, the Contractor shall make all arrangements to reconcile the conflict without delay, disruption, obstruction or hindrance in the Work, or damage or cost to Sears, without recourse to Sears. The Contractor shall take all action, including, but not limited to, filing charges with the N.L.R.B. and pursuing litigation to prevent or end any stoppage or slowdown of Work prior to, pending or subsequent to any jurisdictional or other labor dispute or activity. Contractor shall arrange, if necessary, for a substitute or supplementary work force in the event of a work stoppage or slowdown. ARTICLE 4 SUBCONTRACTORS 4.JL Selection and Approval of Subcontractors (a) The Contractor, within fifteen (15) days after it signs the Agreement, shall furnish to the Consultant, in writing, for submission to Sears, a list of names of all Subcontractors proposed for the Work. The Consultant shall, within fifteen (15) days after receipt of the lists, notify the Contractor, in writing, if Sears has any objection to any Subcontractor or Subsubcontractor. In addition', the Contractor, within fifteen (15) days after the awards of Subcontracts, shall furnish to the Consultant for submission to Sears, a list of those names. (b) If Sears objects to any Subcontractor or other party, then that party shall be deleted from the list and there shall be no increase in the Contract Sum by reason of substitution. pubcontractual Relations Any portion of the Work to be performed for the Contractor by a Subcontractor shall be performed pursuant to an appropriate Subcontract between the Contractor and the Subcontractor. Subcontracts between the Subcontractors and Subsubcontractors shall provide that these Conditions of the Contract Documents form a part of any Subcontract and Subsubcontract for the benefit of Sears. CS766343 GENERAL CONDITIONS 00800 - 18 18 - 2.17.92 £..2 payments to Subcontractors (a) The Contractor shall promptly pay each Subcontractor, upon receipt of payment from Sears, an amount equal to the percentage of completion allowed to the Contractor on account of the Subcontractor's Work, less only the percentage retained by Sears from payments to the Contractor. The Contractor shall also require each Subcontractor to make similar payments to its Subsubcontractors and materialmen. (b) The Contractor shall pay each Subcontractor a just share of any insurance monies received by the Contractor under these General Conditions, and it shall require each Subcontractor to make similar payments to its Subsubcontractors and materialmen. (c) Neither Sears nor the Consultant shall have any obligation or duty to pay or to see to the payment of monies to Subcontractor, Subsubcontractor or any party performing the Work, and nothing contained in these General Conditions, or any other part of the Contract Documents, shall be construed to impose upon Sears or the Consultant any such obligation or duty. (d) If Contractor defaults, Sears will have the right to employ the Subcontractors, or to direct them to work for a different contractor. 4_,A Disputes with Subcontractors Contractor shall inform Sears of any dispute arising between the Contractor and any Subcontractor. ?IRTICLE 5 OTHER CONTRACTS 14.1 Rights of Sears Sears reserves the right to award Other Contracts to Other Contractors in connection with portions of the Project. Cooperation Between the Contractor and Other Contractors (a) The Contractor shall afford Other Contractors reasonable opportunity for the introduction and storage of their materials and equipment and for the performance of their construction or operations, shall properly coordinate its Work with theirs and cooperate in all respects with Other Contractors. (b) If any part of the Contractor's Work depends for proper performance upon the construction or operations of an Other Contractor, the Contractor shall inspect and promptly report to the Consultant any apparent discrepancies or defects that render it unsuitable for proper performance. Failure of the Contractor to inspect and report shall constitute an acceptance of the Other Contractor's construction or operations as fit to receive the Work, except (1) for defects which may develop in the Other. GENERAL CONDITIONS 00800 - 19 Contractor's construction or operations after the performance of the Contractor's Work or (2) for defects in the Other Contractor's construction or operations of which the Contractor gives both Sears and the Consultant notice immediately upon discovery, and without then proceeding with the Work affected. (c) If the Contractor damages the construction or property of an Other Owner or an Other Contractor, the Contractor shall, upon notice from the Consultant, settle with the Other Owner or Other Contractor. If the Other Owner or Other Contractor sues Sears on account of any damage alleged to have been sustained, the Contractor shall defend, protect, indemnify and hold harmless Sears in proceedings, at no expense to Sears. If the action is settled by agreement between the Contractor and Other Owner or Other Contractor with or without entry of judgment against Sears, the Contractor shall promptly pay and satisfy it, and reimburse Sears for reasonable attorneys' fees and all court or other costs which Sears has incurred. (d) If a dispute arises between an Other Contractor and the Contractor as to their responsibility for cleaning up, Sears may clean up and charge the cost to them as Sears shall determine to be just. ARTICLE 6 ,SEARS 6_1 Right to Stop Work (a) If the Contractor fails to correct defective Work, to supply or install materials or equipment in accordance with the Contract Documents, then Sears, through the Consultant, may order the Contractor to stop the Work, or any part, until the cause for the order has been eliminated. (b) If the Contractor fails to. correct Work which is not in accordance with the requirements of the Contract Documents, or persistently fails to carry out Work in accordance with the Contract Documents, Sears, by written order, may order the Contractor to stop the Work, or any portion of it, until the cause for the order has been eliminated; however, the right of Sears to stop the Work shall not give rise to a duty of Sears to exercise this right for the benefit of the Contractor or any other entity. (c) Any order to stop on a portion of the Work which is given to the Contractor shall bind the Contractor and any Subcontractor and Subsubcontractor whose nonperformance has occasioned the stop order. The stop order will become effective upon issuance to the Contractor. ,a Right to Cure If the Contractor defaults, neglects to carry out the Work in accordance with the Contract Documents or fails to perform any GENERAL CONDITIONS 00800 - 20 provision of the Contract Documents, Sears may [after three (3) days written notice to the Contractor and without prejudice to any other right or remedy it may have] cure the default or make good the deficiencies on the Contractor's account. In these cases, an appropriate Change Order shall be issued deducting from the payments then or thereafter due to the Contractor the cost of curing the default or correcting the deficiencies, including the cost of the Consultant's additional services made necessary by the default, neglect or failure. The Consultant will have the right to approve both the action and the amount charged to the Contractor. If the payments due the Contractor are not sufficient to cover the amount, the Contractor shall promptly pay the difference to Sears. pre -opening Preparatory Work For the purpose of fixturing, stocking and performing all Work which, in Sears opinion, is necessary for opening Sears facility for its intended purpose, Sears shall have the right of access, use and occupancy of those areas of the Work to be designated by Sears. The Contractor shall make the areas ready and available to Sears at the times designated by Sears, whether or not the Work is Substantially Complete. The Contractor shall cooperate with Sears and Other Contractors employed by Sears to perform the preparatory work. ARTICLE 7 TIMZ Commencement. Progress and Completion (a) Time is of essence in the Contract Documents. (b) The Contractor shall commence the Work on the date of commencement as set forth in the Agreement, and if no date is set forth, within a reasonable time to complete the Work, and shall carry the Work forward expeditiously with adequate forces, completing it within the Contract Time and for the Contract Sum. (c) If a date or time of completion is included in the Contract Documents, it shall be the Date of Substantial Completion, including any authorized extensions, unless the phrase "Final Completion" appears, or the context requires "Final Completion". 2.2 Zxtensions of Time (a) If there is a delay, disruption or acceleration in the commencement, performance or completion of the Work incurred by the Contractor, Subcontractors, any party performing the Work, whether reasonable, unreasonable, contemplated or not foreseeable, due in whole or in part: by the act or neglect of Sears, the Consultant, an Other Owner, Other Contractors, the employees or agents of any or all of the foregoing, by labor disputes, changes ordered in the Work, unusual delay in transportation, unavoidable casualties, act of legislature•or by GENERAL CONDITIONS 00800 - 21 G&CA #1293 rule, regulation, order or directive of any court or governmental body, then the Contract Time may be extended by Sears by Change Order for such time as the Consultant may determine, unless the delay, disruption, acceleration, obstruction or hindrance of the Work have been caused or contributed to by the Contractor, Subcontractors or other party performing the Work. (b) The Contractor, Subcontractors and any other party performing the Work shall not be entitled to and shall not claim, or demand, any additional or extra costs or compensation and hereby waive and release, and are conclusively presumed to have waived and released, all damages, including claims for such additional or extra costs or compensation, which each may suffer due to reasonable or unreasonable, contemplated or not contemplated, foreseeable or not foreseeable.delay, disruption, acceleration, obstruction or hindrance [including, without limitation, manpower and/or materials or equipment redeployment or rescheduling] occasioned, in whole or in part, by any or all of the aforesaid acts, omissions, defaults, occurrences, circumstances and events. (c) The denial of, or failure to grant an extension of, the Contract Time (or a grant of an extension of. the Contract Time for a different period from the one requested) shall not constitute either an order or direction to accelerate the Work or a basis for a claim against Sears. The Contractor, Subcontractors and any other party performing the Work waive and release any damages which each may suffer, or rights to additional or extra costs or compensation as a consequence of denials or failures or grant, whether or not Sears or Consultant's failure or grant is reasonable. (d) Sears may review the Contractor's rate of progress in performing the Work. If Sears finds the Contractor is failing to progress at an appropriate rate, Sears may obligate the Contractor, at the Contractor's expense, to increase its rate of progress. ARTICLE 8 PAYMENTS $ Schedule of Values Before the first Application for Payment, the Contractor shall submit to the Consultant a schedule of values of the various parts of the Work, including quantities aggregating the total Contract Sum, prepared in the form specified by Sears or by the Consultant or the Contractor, if Sears so specifies, and supported by data to substantiate its correctness as Sears or the Consultant may require. Each item in the schedule of values shall include its proper share of overhead and profit. This schedule, when approved by the Consultant, shall be used only as a basis for the Contra ,halt Ap6i st sf or Payment. 00800 - 22 CS766343 22 - 2.17.92 G&CA #1293 8.2 progress Payments (a) At least forty (40) days before each progress payment falls due, the Contractor shall submit to the Consultant an itemized Application for Payment, supported by such data substantiating the Contractor's right to payment as Sears or the Consultant may require. (b) If payments are to be made on account of materials or equipment not incorporated into the Work, but delivered and suitably stored at the Site, or at some other location to which Sears has agreed in writing, the payments shall be conditioned upon submission by the Contractor of bills of sale or other papers satisfactory to Sears to establish Sears title and right of possession of materials, equipment or otherwise, to protect Sears interest, including applicable insurance and transportation to the Site. (c) The Contractor warrants that title to all Work, materials and equipment covered by an Application for Payment, whether incorporated into the Work or not, shall pass to Sears upon the receipt of the payment by the Contractor, free and clear of all liens, claims, security interests or encumbrances ("liens"), that no right, title or interest in any Work, materials or equipment covered by an Application for Payment has been acquired or retained by the Contractor, or by any person or entity acting through the Contractor, and that no Work, equipment or materials is subject to an agreement under which an interest or an encumbrance is retained by the seller, or imposed by the Contractor or other party. $a Certificate for Payment (a) If the Contractor has made Application for Payment as above, the Consultant will, with reasonable promptness, but not more than ten (10) days after the receipt of the Application, review it and issue a Certificate for Payment to Sears, with a copy to the Contractor, for the amount that Consultant determines to be properly due, or state in writing its reasons for disapproval. If the Consultant fails without reasonable cause to issue a Certificate of Payment within the required time period, Consultant shall be responsible for any interest or penalties due Contractor because of such late payment, and Contractor shall look to Consultant for payment of same if due. (b) The issuance of a Certificate for Payment shall constitute a representation by the Consultant to Sears, based on its observations, examinations, determinations, knowledge or information obtained independently, and the data comprising the Application for Payment that: (1) the Work has progressed to the point indicated; (2) to the best of its knowledge, the quality of the Work is in accordance with the Contract Documents; and (3) the Contractor is entitled to payment in the amount certified. In addition, the Consultant's Certificate for Final Payment.shall constitute a further representation that the conditions precedent GENERAL CONDITIONS 00800 - 23 G&CA #1293 to the Contractor's being entitled to final payment have been fulfilled. (c) After the Consultant has issued a Certificate for Payment that has been approved by Sears, Sears shall make payment within thirty (30) days of receipt of the Certificate of Payment, excepting amounts which Sears determines are to be withheld pursuant to the Contract Documents. Contractor shall provide Sears with partial waivers of liens for the prior partial payments, and final waivers of liens at the time of the final payments. (d) No certificate for a progress payment, nor any progress payment, nor any partial or entire use or occupancy of the Work or the Project by Sears shall constitute an acceptance or waiver of any Work not in accordance with the Contract Documents. (e) If Sears fails to pay Contractor in accordance with Contract Documents within the stipulated time, Contractor shall be entitled to interest on the unpaid amount due at the simple rate of six percent (6%) per annum. Interest shall be computed on a 365/366 day basis. 14. Payments Withheld (a) The Consultant may disapprove an Application for Payment and may withhold its Certificate, in whole or in part, to the extent necessary to protect Sears, if, in its opinion, it is unable to make representations to Sears. The Consultant also may disapprove any Application for Payment, or because of subsequently discovered evidence or inspections, it may nullify the whole or part of any Certificate for Payment previously issued, to the extent as may be necessary, in its opinion, to protect Sears because of: (1) defective or incomplete Work not remedied; (2) claims, liens or reasonable evidence indicating probable filing or assertion of claims or liens; (3) failure of the Contractor to make payments properly for labor, materials, equipment or the Work; (4) damage to the construction or property of an Other Contractor or an Other Owner; (5) damage to Sears or another contractor where such damage arises out of the actual or alleged negligent acts or omissions of Contractor, its employees, agents, subcontractors, materialmen, their agents, subcontractors and materialmen or any person for whom, directly or indirectly, any one of them may be liable; (6) reasonable evidence that the Work will not be completed within the Contract Time; GENERAL CONDITIONS 00800 - 24 cs766343 - 24 - Z. ».92 (7) persistent failure to carry out the Work in accordance with the Contract Documents; (8) breach by Contractor of any provision of the Contract; (9) failure of Contractor to submit all documentation required pursuant to the Contract Documents to substantiate its Application for Payment and Sworn Statement, or failure to submit waivers of lien; or (10) with respect to a Stipulated Sum Contract, reasonable evidence that the proportion that the cost of the Work with respect to the Application for Payment bears to the Contract Sum significantly exceeds the proportion that the amount of Work represented by the Application for Payment bears to the total Work required for the Project. (b) If the above grounds are removed, payment shall be made for amounts withheld. (c) Sears may countermand any Certificate for Payment for any of the same grounds for which the Consultant may disapprove or nullify the Certificate. petainage (a) Sears may retain ten percent (10%) of any payments towards the Contract Sum until the expiration of any statutory period limiting the filing of liens. (b) Sears shall reduce the percentage of retainage in any Contract payments by one half, following fifty percent (50%) completion of the Work as determined by the Consultant or Sears, if Sears determines that the Contractor's performance, timing and financial stability warrant the reduction. $_¢ Substantial Completion and Final Payment (a) When the Consultant determines that the Work, or a designated part acceptable to Sears, is Substantially Complete, the Consultant shall prepare for submission to the Contractor a list of items to be completed or corrected ("Punch List"). The failure to include any items on the Punch List shall not alter the responsibility of the Contractor to complete all Work in accordance with the Contract Documents. When the Consultant, on the basis of its inspection, determines that the Work is Substantially Complete, it will prepare a Certificate of Substantial Completion establishing the Date of Substantial Completion, stating the obligations and other duties of Sears and the Contractor for maintenance, heat, utilities and insurance, and fixing the time within which the Contractor shall complete the items on the Punch List. (b) Upon receipt of notice that the Work is ready for final inspection and acceptance, and upon receipt of a final Application for Payment, the Consultant will promptly make the GENERAL CONDITIONS 00800 - 25 G&CA #1293 inspection and, when it finds the Work conforms to the Contract Documents and the Contract Documents are fully performed, promptly issue a Certificate for Final Payment stating that to the best of its knowledge, and on the basis of its observations, examinations and inspections, the Work has been completed in accordance with the Contract Documents and the entire balance of the Contract Sum is due the Contractor. (c) Neither the final payment nor the remaining retained percentage shall become due until the Contractor fulfills all of the following conditions and the following events occur: (1) The Contractor shall have made all corrections in the Work which are required to remedy any defects, to obtain compliance with the Contract, or to fulfill any of the proper orders or directions of Sears or the Consultant under the terms of the Contract Documents; (2) The Contractor shall have returned to the Consultant all Drawings and Specifications furnished by the Consultant except one (1) signed set; (3) The Contractor shall have delivered to Sears through the Consultant all releases required by Sears of liens, claims and demands, and receipts in full and an affidavit to the effect that insofar as the Contractor knows or has reason to know the releases and receipts include all the labor, material, supplies, equipment and other services or items for which a lien, claim, demand or notice could be filed or asserted; (4) The Contractor shall have delivered to Sears through the Consultant all written guarantees, warranties, bonds, statements of application, operation and maintenance instructions, and record drawings required by the Contract Documents; (5) The Consultant shall have issued a Certificate for Final Payment and a Certificate of Final Completion. (d) No payment, including the final payment, made under the Contract Documents shall be deemed evidence of the Contractor's performance of the Work, either in whole or in part, or be construed as an acceptance or waiver of defective workmanship, improper materials or equipment. (e) If Contractor fails to submit its final Application for Payment or a written explanation for not submitting same acceptable to Sears within three (3) months after the facility covered by the Contract Documents has been opened for its intended use, Sears shall have no obligation to make any further payments to Contractor, and Contractor shall have waived all rights to such payment. GENERAL CONDITIONS 00800 - 26 CS766343 - 26 2.17.92 G&CA #1293 8.7 Warranty (a) The Contractor warrants to Sears and Consultant that materials and equipment furnished under the Contract will be of good quality and new unless otherwise required or permitted by the Contract Documents, that the Work will be free from defects not inherent in the quality required or permitted and that the Work will conform with the requirements of the Contract Documents. Work not conforming to these requirements, including substitutions not properly approved and authorized, may be considered defective. The Contractor's warranty excludes remedy for damage or defect caused by abuse, modifications not executed by the Contractor, improper or insufficient maintenance, improper operation or normal wear and tear under normal usage. If required by the Consultant, the Contractor shall furnish satisfactory evidence as to the kind and quality of materials and equipment. (b) If, during any period of any guarantee, warranty or the like, any of the Work is found to be in need of repair or replacement, the Contractor shall promptly, at no expense to Sears, repair or replace, at the option of the Consultant, any such Work after receipt of notice from Sears. The Contractor shall, at the same time, correct any condition which was caused by the defective or nonconforming Work, without expense to Sears. The correction of any Work found defective during the period of any guarantee, warranty or the like shall be of first class workmanship, and any replacement materials and equipment shall be new and of recent manufacture, free of faults and defects and shall conform with the Contract Documents. ARTICLE 9 PROTECTION OF PERSONS AND PROPERTY 2s1 Safety Precautions and Pr9arams The Contractor shall be responsible for initiating, maintaining and supervising all safety, loss control measures, precautions and programs in connection with the Work. 2„z Safety of Persons and Prooerty (a) The Contractor shall undertake all measures, precautions and programs, including special precautions due to hazardous or otherwise dangerous parts of the Work, for the safety of, and shall provide all protection to prevent damage, injury or loss to: (1) all persons performing the Work and all other persons who may be affected by the Work; and (2) all the Work and all materials and equipment to be incorporated, whether in storage on or off the Site, under the GENERAL CONDITIONS 00800 - 27 f G&CA #1293 care, custody or control of the Contractor or its Subcontractors or Subsubcontractors; and (3) other property at the Site or adjacent areas, including trees, shrubs, lawns, walks, pavements, roadways, structures and utilities not designated for removal, relocation or replacement in the course of construction. (b) The Contractor shall comply with all applicable laws, ordinances, rules, regulations and lawful orders of any public authority having jurisdiction for the safety of persons or property to protect them from damage, injury or loss. It shall erect and maintain, and otherwise implement as required by law, existing conditions and the progress of the Work, all safeguards for safety and protection, including posting danger signs and other warnings against hazards, promulgating safety regulations and notifying Other Owners and users of adjacent utilities. (c) When the use or storage of explosives or other hazardous materials or equipment is necessary for the performance of the Work, the Contractor shall exercise the utmost care and shall carry on such activities under the supervision of properly qualified personnel in accordance with applicable requirements of authorities. (d) The Contractor shall designate a responsible member of its organization, at the Site, whose duty shall be the prevention of accidents. This person shall be the Contractor's construction superintendent, unless otherwise designated in writing by the Contractor to Sears and the Consultant. (e) If the Contractor encounters hazardous substances at the Site, the Contractor shall give notice to Sears of the presence of the hazardous substance and continue Work at the Site at unaffected areas. Emergencies In any emergency affecting the safety of persons or property arising out of the Work, the Contractor shall act immediately to prevent threatened damage, injury or loss. No added cost or compensation shall be claimed by the Contractor on account of emergency work, and the Contractor agrees that it is not entitled to it. Cs766343 GENERAL CONDITIONS 00800 - 28 — 28 - 2.17.92 ARTICLE 10 =NSURANCE AND INDIITY 10.1 Insurance G&CA #1293 Sears will not permit the Work to start until the Contract is executed by Sears and Contractor. The Contract will pot be signed until the following insurance reauirements are met and a Certificate of Insurance form is come letect as per. Exhibits "A" and "B", and signed by the Contractor's insurance agent. To eliminate delays, instruct your insurance agent to fill in all spaces, sign and return the attached Certificate of Insurance form to Sears. Contractor is an independent contractor. INSURANCE PROVISIONS. Insurance policies shall, when possible, be carried with one insurance company. Contractor shall take out, pay for and maintain during the performance of the Work, through companies rated at least A-VII by A.M. Best Company and authorized to do business in the state where the Project is located, the following insurance: (a) COMMERCIAL GENERAL LIABILITY INSURANCE ("CGL") with coverage for premises/operations, personal and advertising injury, products/completed operations, and contractual liability with combined single limits of liability of not less than $ * for bodily injury and property damage per occurrence, with Sears, Roebuck and Co. named as an "Additional Insured" on the CGL policy using ISO Endorsement CG 20 09 11 85 or its equivalent. Completed operations coverage shall continued to be maintained for at least two years following completion,of the Project, with Sears also named as an Additional Insured during such period of continuation; OR AT THE OPTION OF THE CONTRACTOR, (bj OWNER'S & CONTRACTOR',S PROTECTIVE L.IARILITY INSURANCE L"QCP") may be purchased in lieu of naming Sears as an Additional Insured on the Contractor's CGL policy. Sears must be designated as the "Named Insured", and the policy must cover Contractor's operations and the Work performed for Sears on the Site during the period of construction. This policy shall have a combined single limit of not less than $(same as (a) above) for bodily injury and property damage per occurrence; and (c) DUSINESS AUTOMOBILE LIABILITY INSURANCE with coverage for all owned, non -owned, leased and hired motor vehicles. Limits of liability.shall not be less than $ * , combined single limit for bodily injury and prWroto $ccurrence; and G&CA #1293 (d) WORKERS' COMPENSATION AND EMPLOYERS'S LIABILITY INSURANCE Workers' Compensation Insurance with statutory benefits and limits which shall fully comply with all state requirements applying to this insurance, and which shall contain a waiver of subrogation in favor of Sears; and Employers' Liability Insurance with limits of not less than $500,000 per accident and disease. Where applicable, in lieu of a Certificate of Insurance, with regard to Workers' Compensation Coverage, a statement shall be submitted to Sears from an appropriate state agency verifying Contractor's status as a qualified self -insurer of this risk, or confirming that coverage is in place through that agency. If a Consultant is retained by Sears for the Project, Contractor's insurance shall name the Consultant as an Additional Insured. * SEE ATTACHED EXHIBIT "A" -FOR THE SUM REQUIRED, AND EXHIBIT "B"-SEARS SAMPLE CERTIFICATE OF INSURANCE, FOR FURTHER COVERAGE REQUIREMENTS. EVIDENCE OF INSURANCE. Before the Work is started, Contractor shall forward to Sears, at the address set on the attached "BID INSTRUCTIONS" sheet, two (2) copies of a Certificate of Insurance or memorandum of insurance evidencing that all required insurance is in force, and executed by an authorized representative of the insurance company (see Exhibit "B"). In the event a separate OCP policy is purchased, Contractor shall provide Sears a copy of this policy. OTHER INSURANCE PROVISIONS. All insurance required under this Contract shall provide that it shall not be materially changed or canceled without at least thirty (30) days prior written notice to Sears, and shall be primary and non-contributory. Approval by Sears of insurance policies shall not relieve Contractor of responsibility hereunder, including, but not limited to, claims in excess of limits and coverage described above. SUBCONTRACTOR'S INSURANCE. Contractor must certify to Sears that it will obtain similar certificates or memorandum of insurance from each of its Subcontractors before their Work commences. Each Subcontractor must be covered by insurance of the same character and in the same amounts as that covering Contractor. GENERAL CONDITIONS 00800 - 30 r',4,4ui - 30 - 2•17 92 G&CA #1293 (e) BUILDER'S RISK Owner will self -insure or will purchase and maintain Builder's Risk Insurance, covering all materials and equipment destined to become a part of the Work. Such insurance shall include the perils of fire, extended coverage, vandalism, and malicious mischief, and so called "All Risk" perils (including flood and earthquake) as defined and limited in the policy or policies. Sears will not assume responsibility for loss of material and equipment, due to theft, burglary or mysterious disappearance. Coverage also is not provided for Contractor's or Subcontractor's tools, equipment or scaffolding or any other property of Contractor or Subcontractor not destined to become a part of the Work. Any loss or damage to such property is Contractor's sole responsibility. Said policies shall include the interests of the Owner, Contractor, all Subcontractors and suppliers in the Work. The deductible portion (not to exceed $10,000) of any covered loss, however caused except for flood and earthquake, shall be paid by Contractor. If a loss occurs due to risks covered by Sears, the Contractor agrees to clear the debris and repair or rebuild in accordance with the terms of the Contract Documents. 10.2 Indemnity (a) Contractor shall, in addition to any other obligation, indemnify Sears, and to the fullest extent permitted by law, protect, defend, indemnify and hold harmless Sears, its Consultant, their agents and employees from and against all claims, actions, liabilities, losses (including economic losses), costs, expenses and liens, including, but not limited to, attorney's fees, arising out of any actual or alleged a) bodily injury, sickness, disease or death, or injury to or destruction of tangible property, including the loss of use resulting therefrom, or any other damage or loss arising out of or resulting or claimed to have resulted in whole or in part from any actual or alleged act or omission of the Contractor, any Subcontractor, anyone directly or indirectly employed by any of them, or anyone for whose acts any of them may be liable in the performance of the Work; or b) violation of law, statute, ordinance, governmental administration order, rule, regulation or infringement of patent right by Contractor in the performance of the Work; or c) liens, claims or actions made by the Contractor or any Subcontractor or other party performing the Work. (b) The indemnification obligations hereunder shall not be limited by any limitation on the amount, type of damages, compensation or benefits payable by or for the Contractor or any Subcontractor under workers' compensation acts, disability benefit acts, other employee benefit acts or any statutory bar. (c) The above indemnity shall not extend to the Consultant. (unless a Sears employee) for matters arising out of the GENERAL CONDITIONS 00800 - 31 preparation or approval of maps, drawings, opinions, reports, surveys, Change Orders, designs or specifications or the giving of or the failure to give directions or instructions by the Consultant, if such preparation or approval, or such giving or failure to give, is the primary cause of the injury or damage. (d) Any costs or expenses, including attorney's fees, incurred by Sears to enforce this indemnity shall be borne by Contractor. ARTICLE 11 CHANGES IN THE WORK 11.2 gicht to Order Chances Sears may order Changes in the Work consisting of additions, deletions or other Revisions. All Changes in the Work shall be authorized by Change Order and shall be executed under the provisions of the Contract Documents. The Contract Sum shall be adjusted in accordance with the Contract Documents by Change Order. No Changes shall be construed to invalidate the Contract Documents. While any Change is pending or a Change Order is in process, the Contractor shall not delay the Work, and where Sears has requested a Change in the Work, and Sears, in writing, requests the Contractor to proceed, the Contractor shall do so notwithstanding its agreement or disagreement as to the cost or credit to Sears. 11.2 Chance Order $um (a) The cost or credit to Sears resulting from a Change in the Work shall be determined by the unit prices submitted by the Contractor. If unit prices are not established or listed for additional work, the cost or credit to Sears shall be calculated by the Consultant and/or Sears on the basis of time and material, and Contractor's reasonable expenditures and savings, including, in the case of an adjustment to increase the Contract Sum, a reasonable allowance for overhead and profit, but not in excess of the amounts specified in the Agreement. (b) In all cases, the Contractor shall keep and present, in such form as the Consultant may prescribe, an itemized accounting together with appropriate supporting data. Pending final determination of cost, payments on account shall not be made. The amount of credit to be allowed by the Contractor to Sears for any Change which results in a net decrease in the Contract Sum will be the amount of the actual net decrease as confirmed by the Consultant. When both additions and credits are involved in one change, the allowance for overhead and profit shall be figured on the basis of any net increase. When the cost or credit to Sears is determined by unit prices and the Changes in the Work involve adds and deducts, the calculation of such cost or credit shall be based on the net result of adds minus deducts. (c) Quotations submitted by the Contractor for Changes contemplated in the Work shall include detailed explanation of GENERAL CONDITIONS 00800 - 32 all quantities and costs involved backed up by copies of the Subcontractors' or suppliers' quotations, and shall bear the certification of the Contractor that he has examined and confirmed these quantities and costs and found them to be accurate and proper. (d) Notwithstanding any of the foregoing, for the purposes of this Article 11 the mark-up for combined overhead and profit shall be limited to fifteen percent (15%) of the estimated cost of the Change in the Work for the party performing the Change in the Work, plus five percent (5%) for the Contractor on Subcontract work or for the Subcontractor on Subsubcontract work, but in no case shall the combined mark-ups exceed twenty-five percent (25%) of the initial estimated cost of the Change in the Work, excluding bond premium which shall be added separately. ARTICLE 12 INSPECTION OF THE WORK 12.1 Improver Coverinc (a) If any Work has been covered by the Contractor which (1) the Consultant had requested that the Consultant observe prior to its covering or (2) the Drawings or Specifications intend that the Consultant observe prior to its covering, or if the construction or other work of an Other Contractor be covered by the Contractor (1) after the Consultant has requested of the Contractor that the Consultant observe it prior to its covering or (2) when the Drawings or Specifications intend that the Contractor not cover the Work or other work of an Other Contractor prior to the Consultant observing it, the Contractor shall uncover it at the request of the Consultant for the Consultant's inspection. Thereafter, the Contractor shall replace or restore the Work, irrespective of the results of the Consultant's inspection, at no cost to Sears. (b) If any Work has been covered by the Contractor which (1) the Consultant has not requested that the Consultant observe it prior to its covering or (2) the Drawings or Specifications do not intend that the Consultant observe it prior to its covering, or if the construction or other work of an Other Contractor is covered by the Contractor (1) and the Consultant has not requested the Contractor that the Consultant observe it prior to its covering or (2) the Drawings or Specifications intend that the Contractor cover the Work or other work of an Other Contractor prior to the Consultant observing it, then the Contractor shall nonetheless uncover it at the request of the Consultant, for the Consultant's inspection. If the Work, or other work of an Other Contractor, is found by the Consultant to be in accordance with the Contract Documents, or the Other Contract Documents, then the Contractor shall replace and otherwise restore its Work, and the cost, including that of the uncovering, shall be, by appropriate Change Order, charged to Sears in the case of the Contractor's Work being the subject of the Consultant's inspection, and in the case of an Other . GENERAL CONDITIONS 00800 - 33 G&CA #1293 Contractor's construction or other work being so subject, the cost of uncovering, and the cost of replacing and otherwise restoring shall, as between the Contractor and Sears only, be, by appropriate Change Order, charged to Sears. If, however, the Work is found by the Consultant not to be in accordance with the Contract Documents, then all costs of uncovering, replacing and restoring shall, by appropriate Change Order, be charged to the Contractor. 12.2 Correction of Work (a) The Contractor shall promptly correct all Work rejected by the Consultant as defective or as failing to conform to the Contract Documents, whether observed before or after Substantial Completion and whether or not fabricated, installed or completed. The Contractor shall bear all cost of correcting rejected Work, including the cost of the Consultant's additional services. (b) All defective or nonconforming Work shall be removed from the Site if deemed necessary by the Consultant, and the Work shall be corrected to comply with the Contract Documents at no cost to Sears. (c) The Contractor shall bear the cost of making good all Work or other work of Other Contractors destroyed or damaged by removal or correction. (d) If the Contractor does not remove defective or nonconforming Work within a reasonable time as fixed by notice from the Consultant, Sears may remove it and may store any removed materials or equipment at the expense of the Contractor. If the Contractor does not pay the cost of removal and storage within ten (10) days, Sears may, upon ten (10) additional days written notice, sell or otherwise dispose of removed materials, equipment and nonconforming Work and shall account for the net proceeds (if any), after deducting all the costs that should have been borne by the Contractor, including compensation for additional architectural services. If the proceeds of sale do not cover all costs which the Contractor should have borne, the difference shall be charged to the Contractor and an appropriate Change Order shall be issued. If the payments then or thereafter due the Contractor are not sufficient to cover the amount, the Contractor shall pay the difference to Sears promptly. If the Contractor fails to correct defective or nonconforming Work, Sears may correct it. (e) If Sears prefers to accept defective or nonconforming Work, it may do so instead of requiring its removal and correction, in which case a Change Order will be issued to reflect an appropriate reduction in the Contract Sum, or, if the amount is determined after final payment, it shall be paid by the Contractor. GENERAL CONDITIONS 00800 - 34 r.574AI/A - 14 - 9_ .Y Ian G&CA #1293 ?RTICLE 13 TERMINATION OF THE CONTRACT ;3.1 Contractor's Rights (a) The Contractor may terminate the Contract upon seven (7) days written notice to Sears if the Work is stopped for a period of sixty (60) days and as direct consequence of: (1) an order from any court, or an order from a governmental body, provided the order is due to violation of law to which Sears must comply, and the violation is in no way attributable to the Contractor or other party performing the Work; or (2) an act of the legislative or executive branch of government, such as a declaration of emergency making materials and equipment unavailable for the Work throughout the duration of the stoppage, except that no stoppage shall be grounds for termination of the Contract by the Contractor unless throughout a stoppage (i) the act is and remains the proximate cause of the stoppage and (ii) the Work would not also have been delayed significantly or stopped in any event due to conditions assumed by the Contractor or attributable to the Contractor or other party performing the Work; or (3) nonpayment of the Contractor (i) after the Contractor has prepared and submitted to the Consultant an Application for Payment in accordance with the Contract Documents and (ii) the Consultant has issued a Certificate for Payment, approved by Sears, for an amount determined by the Consultant to be due in accordance with the Contract Documents, or the Consultant does not issue the Certificate for a reason or for reasons not permitted by the Contract Documents or by law. (b) The Contractor's rights to terminate the Contract shall be limited to those specified in this Article. Any purported termination by the Contractor shall be effective only if strictly conforming to these provisions. (c) If the Contractor terminates the Contract, as provided herein, the Contractor shall only be entitled to the following for all damages which Sears shall be liable, and this liability shall be solely to the Contractor and not to any person or entity acting directly or indirectly through or under the Contractor: (1) that amount of the Contract Sum proportionate to the Work executed in good faith to the time of the stoppage, less prior payments on account of the Contract Sum; (2) the Contractor's out-of-pocket demobilization expenditures actually paid to others as a result solely of the stoppage for which the Contract is terminated, but demobilization expenditures for which Sears may be liable shall in no event GENERAL CONDITIONS 00800 - 35 exceed one percent (1%) of the Contract Sum then remaining to be paid; (3) solely in the case of the Contractor terminating the Contract Documents for the reason of nonpayment, as specified herein, the net profit which Contractor reasonably expected had the Contract not been terminated by reason of nonpayment as specified herein, but not to exceed five percent (5%) of the Contract Sum. (d) If Sears terminates the Contract pursuant to this Article, and the Contractor disputes Sears right or grounds for so doing, and Sears is adjudicated by a court as having no right or grounds for so doing, then the termination by Sears shall be conclusively presumed in law to have been a convenience termination, and the damages for which Sears may be liable shall be no more than those specified in this Article. 13.2 Sears Rights Sears may terminate the Contract Documents without prejudice to any other right or remedy, and after giving the Contractor seven (7) days written notice, take possession of the Site and all materials, equipment, tools, construction equipment and machinery thereon and may finish the Work by whatever method it may deem expedient, if: (a) the Contractor makes a general assignment for the benefit of its creditors; or (b) a petition is filed by or against the Contractor under any provision of any bankruptcy laws or other laws affording debtor relief; or (c) the Work does not commence or proceed in accordance with the Progress Schedule approved by Sears, and the Contractor does not bring the Work within the approved Progress Schedule within thirty (30) days after Sears gives it notice. If the Work does not commence or proceed in accordance with the approved'Progress Schedule, in no way due to the act, fault or other breach of the Contract by the Contractor, or to conditions assumed by the Contractor, then termination of the Contract shall be deemed a convenience termination by Sears; or (d) the Contractor becomes involved in a labor dispute, which in the opinion of Sears, significantly affects the Work or the operations of Sears. 13.3, Effect of Termination by Sears (a) If the Work is terminated by Sears, the Contractor shall not be entitled to receive any further payment until the Work is finished. (b) If the unpaid balance of the Contract Sum exceeds the cost of finishing the Work, the excess shall ba paid to the Contractor GENERAL CONDITIONS 00800 - 36 G&CA #1293 if there is a convenience termination, or the excess may be retained by Sears. (c) If the cost exceeds the unpaid balance, the Contractor shall pay the difference to Sears, except in the case of a convenience termination. ARTICLE 14 GENERAL PROVISIONS 14.1 Governing Law The Contract Documents shall be construed in accordance with and governed by the laws of the state where the Site is located. 14.2 Successors and Assigns Sears and the Contractor each binds itself, its partners, successors, assigns and legal representatives to the other party and to the partners, successors, assigns and legal representatives of the other party with respect to all provisions of the Contract Documents. The Contractor shall not assign the Contract, nor any money due or to become due to it hereunder, without the prior written consent of Sears. 14.3 Donds (a) If Sears does not require the Contractor to furnish bonds covering the payment of obligations of the Work, then each provision of the Contract Documents shall be construed (and each provision is intended) to mean that any party performing the Work may look for payment only from or through the Contractor. This Paragraph shall operate as notice to all persons and entities that any act or statement of Sears or the Consultant and their respective employees, officers and directors, prior to or after the date of the Agreement, shall not constitute a basis for reliance upon Sears for payment to persons or entities for matters arising out of the Work. (b) If Sears does obtain,'or require the Contractor to obtain, a bond covering the payment of any obligations arising out of the Work, the Contractor agrees to advise all parties who are beneficiaries of the bond that it has been obtained, but Sears shall not be liable to any party for not advising them of the bond or for the Contractor's failure to advise them. 14.4 Rights and Remedies (a) Any approval given by Sears or the Consultant shall not relieve the Contractor of its obligations and other duties under the Contract Documents, or be construed as an assumption or waiver by Sears or the Consultant. GENERAL CONDITIONS 00800 - 37 C5766343 - 37 - 2.17.92 G&CA #1293 (b) No failure by Sears or Consultant to insist upon the performance by the Contractor of any provision of the Contract Documents, and no failure of Sears to exercise any right or remedy consequent upon a breach or other default, and no payment by Sears, or its use or occupancy of the Work or the Project during the continuance of any breach or other default, shall constitute a waiver of the breach or default, or of any provision of the Contract Documents. (c) No part of the Contract Documents shall be waived, altered, modified or amended except by Amendment, unless expressly provided to the contrary in any of these Conditions of the Contract Documents. (d) In the event Sears wrongfully terminates or breaches the Contract, the Contractor's sole remedies are those set forth in 13.1. In no event shall Sears be liable to the Contractor or any party performing the Work for any consequential, punitive or other damages beyond those specified above, it being intended that the entirety of the Contract be the exclusive basis upon which any action at law or equity may be brought against Sears, and only the Contractor shall have any cause of action hereunder, which shall be personal solely to the Contractor and not assignable. THE CONTRACTOR MUST GIVE SEARS NOTICE OF ANY CLAIM WITHIN TWENTY (20) DAYS OF THE EVENT GIVING RISE TO ANY CLAIM BROUGHT UNDER THIS CONTRACT. 14.5, Interest Neither party to the Contract Documents shall be entitled to interest on any money due and not paid, nor on any money due as a result of any claim, dispute or other matter in question. ,14,6 Audit Sears and its representatives will have access at any time to all of the Contractor's books, correspondence, instructions, drawings, receipts, vouchers, memoranda and other records relating to the Work. The Contractor shall preserve in its usual office all of those records and shall maintain them, at Scars discretion, for three (3) years from the date of final payment, and shall, upon Sears request, deliver them to Sears. The Contractor's records shall be of sufficient detail to justify all costs and charges for itself and its Subcontractors and materialmen. ATTACHMENTS: Exhibit "A" - Sears Required Insurance Level Sheet Exhibit "B" - Sears Sample Certificate of Insurance cs766343 GENERAL CONDITIONS 00800 - 38 - 38 - a•17.92 SEARS CONSTRUCTION STANDARDS - GENERAL CONTRACTOR ADMINISTRATION - SPECIAL CONDITIONS TO GENERAL CONDITIONS SPECIAL CONDITIONS TO SEARS' GENERAL CONDITIONS (this addendum is incorporated into the general conditions, and all references to the general conditions in the contract documents will also refer to this addendum). TEMPORARY FACILITIES FOR OWNER AND ARCHITECT - The Contractor shall provide space within his own facility or furnish and maintain during the progress of the work, adequate facilities and services at the site for the use of the Owner and Architect. Such services and facilities shall include the following: A. OFFJCE - The structure shall be made weather tight, equipped with a window, entrance door (provide with cylinder lock), shelves, plan rack, plan table and adequate lighting. Contractor shall provide acceptable heating and cooling. B. TELEPHONE SERVICE - The Contractor shall provide and pay for telephone services, limited however, to business calls made by the Architect, the Owner or their representatives. C. JANITORIAL SERVICES - The Contractor shall provide adequate janitorial service incident to the temporary facilities required herein. II. CONTRACTOR'S OFFICE AND STORAGE - The Contractor shall provide and maintain such office and storage facilities on the site as required for the proper conduct of the work. The type of structure(s) and location thereof must be approved by the Architect. III. TOILET FACILITIES - The Contractor shall provide and maintain temporary drinking water facilities in compliance with regulations of the governing agency. IV. DRINKING WATER - The Contractor shall provide and maintain temporary drinking water facilities in compliance with regulations of the governing agency. V. TEMPORARY WATER. ELECTRICAL. AND FUEL - The Contractor shall provide and maintain temporary water, electrical and fuel services as required for the proper performance of the contract. VI. ILLUMINATION - Adequate artificial illumination shall be provided at all points within the structure where natural lighting is insufficient to read the plans and the specifications, and for the proper performance of, or inspection, of the work. VII. LAYOUT OF WORK - The Owner shall furnish only basic reference lines and bench marks indicated on the drawings to establish location of the structure. The Contractor shall lay out the construction site and correctly establish all lines, levels, grades and position of all parts of the work, and shall be responsible for their accurate and proper correlation with reference lines, monuments, and datum established by the Owner. Such monuments and datum as may be set by the Owner shall be carefully preserved by the Contractor, and if displaced shall be replaced at the expense of the Contractor. SPECIAL CONDITIONS 00810 - 1 SEARS CONSTRUCTION STANDARDS - GENERAL CONTRACTOR ADMINISTRATION - SPECIAL CONDITIONS TO GENERAL CONDITIONS ::A #1293 VIII. MANHOLES, VALVE BOXES. ETC. - New and existing manhole cover rings, grates, valve boxes, meter slabs, hydrants and similar items shall be et or reset to proper elevations in relation to finish grades as required by the Drawings and defined in the specifications. In the case of resetting existing equipment to conform to finish grades, the work shall be complete and performed in a manner commensurate with new work which is specified elsewhere under appropriate headings. IX. SCAFFOLDING. STAGING. ETC, - The Contractor and each sub -contractor shall be responsible for providing scaffolding, staging, planking, runways, guard rails, and other temporary construction necessary in the proper performance of his particular part or parts of the contract. This requirement shall not be construed as precluding the joint use of such temporary construction, but shall require that the Contractor and each sub -contractor specifically arrange for such joint use if such is to be the case. All temporary construction included herein shall be in compliance with all laws, rules, and regulations of the Industrial Safety and Accident Commission, the insurance carriers, local ordinances, and other authorities of competent jurisdiction. X. PLANT AND EQUIPMENT - The Contractor shall provide, install, maintain, and operatea complete and adequate plant for the handling, execution, disposal and distribution of all material and equipment required for the proper and timely performance of all work connected with the contract. The location, arrangement and type of plant and equipment shall be subject to the approval of the Owner and such thereof as may be deemed by him to be sufficient. Defective or otherwise unsuited plant and equipment, for the proper performance of the work shall, when directed by the Owner, be promptly dismantled and removed from the site by the Contractor. XI. CONSTRUCTION YARD - The Contractor shall establish and maintain within a fence, a construction yard for his operation during construction period; such a yard will be relocated or moved to accommodate shopping center contractor for his paving operation. A single move of this facility shall be part of this contract at no additional cost to the Owner. XII. MAIL SERVICE - Immediately upon commencing work at the site, the Contractor shall provide and install legal facilities for receiving mail on the jobsite, and shall arrange for postal services thereto. The correct jobsite mailing address shall be forwarded to the Architect. XIII. SIMULTANEOUS WORK BY OTHERS A. OTHER CONSTRUCTION ACTIVITIES, under direct observation of the Owner are contemplated in the same area of work during the construction period established for this Agreement. All Contractors on the work which may be in progress during the same period of time shall have equal rights to use the roads, grounds, areas, etc., and shall coordinate activities which SPECIAL CONDITIONS 00810 - 2 SEARS CONSTRUCTION STANDARDS - GENERAL CONTRACTOR ADMINISTRATION - SPECIAL CONDITIONS TO GENERAL CONDITIONS come into conflict so as to cause a minimum of interference. The Contractor shall determine the affect on his work of the additional activity, which is not a part of this Agreement, and shall adequately adjust his price accordingly. No request for additional compensation for any reason, in this connection, will be considered. B. CONTRACTS will be let by the Owner for the construction and installation of merchandising store fixtures which will include, but not be limited to, erection of numerous floor to ceiling partitions, display fixtures, and installation of carpet as specified in Section IIC 6.03. The Contractor shall provide for the fixture contractors, either from the permanent systems or temporary installations, the following adequate services: 1. General lighting equal to ten (10) footcandles. 2. Ventilation equal to air change capacity of the air handling units shown on the Contract drawings. Heating and cooling shall.be provided for the building as soon a possible in order that satisfactory working conditions may be maintained for the fixture Contractor to perform his work. XIV. JOB SIGN A. The General Contractor shall erect two (2) project signs 4' X 8', as instructed by the Architect, shown on the Contract Documents, and/or as approved by Sears. B. The General Contractor shall install one or two temporary signs including the auto center as designed by the Architect, with the following: Sears Opening Soon'. The sign shall have the Sears with 4' letters and 2' letters for the remaining sign. The sign shall be of heavy duty canvas and grommets. The letters shall be red. XV. WATCHMAN - The Architect and the owner do not assume any responsibility, at any time, for the protection of the building and premises or for loss of materials, except as hereinbefore provided, for the time that the Contract operations have commenced until the Certificate of Substantial Completion is issued on the work. If watchman services is deemed necessary by the Contractor, such protection shall be provided by the Contractor. XVI. TURNOVER SCHEDULE FOR BENEFICIAL OCCUPANCY A. In order to prepare for store opening, Sears will require the beneficial occupancy of various portions of the building, or buildings, in advance of the substantial completion date. B. The turnover dates required by Sears for its beneficial use of the various areas prior to the final substantial completion of the work by the Contractor shall be as indicated on the attached sheet of small scale plans of the building, or buildings, called turnover schedule. C. On the date specified for tumover of any given area, the Contractor's work therein shall be complete to the extent that Sears may authorize its force to proceed in an unimpeded manner with the installation of floor covering, store fixtures, items of equipment, and display. SPECIAL CONDITIONS 00810 - 3 SEARS CONSTRUCTION STANDARDS - GENERAL CONTRACTOR G . u 12 ? 3 ADMINISTRATION - SPECIAL CONDITIONS TO GENERAL CONDITIONS D. Should the Contractor take exception to the turnover dates established in these documents for the beneficial occupancy of Sears he shall qualify his bid and submit therewith a revised Turnover Schedule for consideration by Sears. this may be accomplished by entering his name on the attached small scale plan and by changing the turnover dates with ink. XVII. COMMERCIAL PHOTOGRAPHER - The Contractor shall employ a commercial photographer, approved by the Architect, to take a minimum of six (6) different photographs of the work, plus additional photographs of unusual conditions as requested by the Architect, on the first and fifteenth of the months during construction operations, and at the completion of the work. These photographs shall be taken at locates where directed by the Architect, and shall be 8" X 10" in size. One (1) print of each photograph shall be delivered to the Architect and one to the Owner. Photographs shall be identified with the project name and date. Also, the Sunday before the store opens, final photographs and slides of the store's architectural features and parking area shall be taken. XVIII. SEARS MATERIALS HANDLING EQUIPMENT - The Contractor and all sub -contractors will note that two (2) or three (3) months preceding the grand opening of a new retail store, much of Sears material handling equipment to be used in the receiving and stock areas on hand. These Sears material handling items are strictly for Sears employee's use and are not to be used by any of the tradesmen. Furthermore, the Contract shall be responsible for protecting such equipment from any possible damage that might arise from the performance of the contract, and the pay for replacing and/or repairing any damage caused by this negligence. XIX. EXCLUDED FROM CONTRACT (N.I,C,I - Certain items of equipment and/or elements of the construction are excluded from the contract, and are o indicated on the drawings. Installation thereof my be performed while the Contractor's work progresses. The Contractor shall cooperate with the Owner to facilitate the expeditious installation of such items. The following lists sets forth items included, but is not limited to the following: Fixtures and counters, fixture walls Conveyors Signs (final electrical connection by the Contractor) Racks XX. INSTALLATION OF SEARS FURNISHED EQUIPMENT - Certain equipment, fixtures, etc., are indicated on the drawings to be furnished by Sears for assembly and installation by the Contractor. Sears will be responsible for delivery thereof to the construction site. the Contractor shall assume responsibility for such equipment, fixtures, etc., from the time of delivery until acceptance of the new facility by Sears. Assembly and installation shall include uncrating, setting in place, leveling, connecting to utilities, the furnishing of required to render the equipment and fixtures serviceable and/or operative. Assembly and installation shall be performed in accordance with shop and manufacturer's assembly and installation drawings and the instructions of Architect. (The Contractor shall make arrangements for unloading at site). SPECIAL CONDITIONS 00810 - 4 G&CA #1293 S CONSTRUCTION STANDARDS - GENERAL CONTRACTOR ADMINISTRATION - SPECIAL CONDITIONS TO GENERAL CONDITIONS A. The Sears furnished items shall be received and stored by the General Contractor. The General Contractor shall furnish the documents required by Sears substantiating the receipt of Sears furnished equipment. XXI CONTRACTOR'S COORDINATION MEETINGS - Contractor, on a regular basis, shall hold semi-monthly meetings with all his major sub -contractors and other sub -contractors or suppliers actively engaged in the work performed at the time. Schedule of meetings shall be supplied to the Architect within thirty (30) days after commencement of work and prior to the first application for payment. Owner's representative shall have a right to attend all such coordination meetings. 4 0 0 y ••+ a u,0 0 4 0tLi 4.44 C w z • z 4 4 4 $1,000,000 • • 4 $1,000,000 z 1.1 aro a0m y fa y • >~ 4 wyJr/ a 0 0' 0 0 0 >41.1 d y 00 00 00 00 0 .0A44 0 0 0 0 10 • 01 4 0 0 0 0 0 0 4 '.14 a in N N N v r Ln 0) Statutory $2,000,000 r1 o .4 41 IIw.4 0 a 0 110 i+ 1. u0c0X01> 0) 7 v 0 $1,000,000 $1,000,000 1/1 14 0 O %. 4 AI C,N. O. :.. 1. 4 row'. N N 8 14 Eli V lei ice+ lei 14 '0 0 3 • .44 .44 43 d M C 4 4 4 4 4 >4••1 0 • M N H y N IRO C C 0 0. C 0 Q~ 1 VY1 a art a >> .41 .41 '0 . 4 0 WA 4 a • 0 0 4 O1 04 O 0 0 0 A.0 a 00 O 0 0 1-1 d y0 O 0 0 0 a 4 xo .4 . .. N V► N ▪ a 4/ 0 i A .lN. LI A 0 . • > kW x l• a. °'r k >a A>, a CI '0 wr+ U •.1 R 1» 0 R o 0 00 0. P. iC 04 44 4) ro • o 0. •.. I. 0 e a 10 0 0 0 N C•` y p c VI N 0) K la4 14 13 Alt,V C IRO H0 164 0 0 01 . 0 ooas c yIIy 0w Z A*C v 0 .I el Hi .44 W 0. 0 N I...1 H 0 rt .0 a a 4 4 4 r /AOOUCEN Smith Insurance Agency • • INSURED J . /::'11) v�PT, 824Fc XYZ Construction Company ACa)l WW. CERTIFICATE OF INSURANCE 1/1/92 TI11S CERTIFICATE IS ISSUED Al. A MATTER OF INFGRaATI OHONLY ANC CONFERS HO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICA DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY T POLICIES BELOW. GOY►ANT A UTTTElt CDYrANY 8 LAMER COMPANY G. LITTER COUPAMY D LITTER • COMPANY E Issue DAri If,µ,00m1 COMPANIES AFFORDING COVERAGE ABC Insurance DEF Insurance CHI Insurance J. Insurance Company, Company Company Company COVERAGES THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REOUIREMENT, TEAM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH MS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE Tina. EXCLUSIONS AND CONOTONS OF SUCH POLICIES. LIMITS SHOWN MAY NAPE SEEN REDUCED BY PAJO CLAIMS. TYPE OP INSURANC! ►OUCY MUYBEA GENERAL LIABILITY X COMMEACUL GENERAL LIABILITY GL 0001 C.AI4S MADE X Occult. X OwNER•S & CCNTRALTDR'S PACT.* AUTO&O1.111.E UA11LIr? ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS X NIRED AUTOS X NON.OWNED AUTOS GARAGE UMBEJTY CLCLss uAMIuTr UMBRELLA FORM OTHER THAN UMBRELLA FOAM POUR EFFECTIVE ►KU= COMMON DATE (MWDDIYYI DATE (YYAOITYI • OENEML AOOASOATE 1/1/92 1/1/93 AL 0001 UNITS ►AODUCTS.00UP O► AGO. PERSONAL & ADV. INJURY EACH OCCUARENCI ME DAMAGE IAA? pM b.) MED. DOSE Nny ww po+o+I II S See :Exhibit s : A s s 1/1/92 1/1/93 COMBINED SINGLE LIMIT BODILY INJURY (P.I permit) BODILY INJURY (►u aaw.np PROPERTY DAMAGE s See sExhibit A 3 $ Ulf 0001 1/1/92 1/1/93 EACH OCCUMBNcs AGORgaATI B See =Ezb,ibit WORREA7 COMPENSATION AND EMrLOYEAV" LJABILITT OTNEA •�- WC 0001 1/1/92 1/1/93 (Includes waiver of subrogation in favor of .Sears, Roebuck and Co.) Architects S Engineers PL 0001 Professional Liability 1/1/92 1/1/93 STATUTORY UM4Ri EACH ACCIDENT DIBEAil—►OUCY UYTT DISEAswEADI EMPLOYEE '500,000 '500,000 "500,000 See Exhibit SCOU TION OP OPERATIONVLOCATI0N IHNW, PELiAL FETE *Sears, Roebuck and Co. as a "Nosed Insured". as an "Additional Insured".On the CGL. Where OCP not required, Sears, Roebuck and Co RTIF1CATE HOLDER Sears, Roebuck aid Co. ,oartment 824C ; Tower 11 . _ago, IL 60684 .ttention: Project Manager CANCELLATION SHOULD ANY OF THE ASOVE DESCRIBED POLICIES SE CANCELLED BEFORE THE EXPIRILT�ON DATE THEREOF, THE ISSUING COMPANYI WILL EHDLAVOR TO MAIL 9y DAYS WRffllN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE . LEFT, BUT FAILURE TO MAIL. SUCH NOTICE SHALL IMPOSE NO OSUGATlON OR UAWUIY OF ANY MHO UPON THE COMPANY. ITS AGENTS OR REPRESENTATIVES. AUTNOAQEO AB►AESLNTATTYE G&CA #1293 TURNOVER SCHEDULE The Contractor is to provide Substantial Completion of portions of the work to allow Owner to use the areas indicated below: Phase 1 - October 26, 199a Sitework, Loading Dock, Office area Computer Room, PEP Area, 1Package pick-up n ran . _ and wa 1 ) phase 2 - November 1, 1993 All 1st and 2nd floor demolition. phase 3 - November 15. 1993 Concessions area walls, doors, ceilings. Phase 4 - December 1,. 1993 1st floor interior construction. Phase 5 - February 2. 1994 Exterior entrances construction. Phase 6 - g'ebruary 16. 1994 Substantial Completion of the Remainder of the Project. TURNOVER SCHEDULE 1 SUBSTITUTION REQUEST FORM 2 3 4 Gregory & Chapel Architects PS 5 521 Kirkland Way 6 Kirkland, Washington 98033 7 8 9 PROJECT 10 11 CONTRACTOR 12 13 We hereby submit for consideration, the following product Instead of specified item for above 14 project: 15 16 SECTION PARAGRAPH SPECIFIED ITEM 17 18 19 20 Proposed substitution: 21 22 ATTACHMENTS (If not applicable, write N/A In space provided) 23 24 No. 1 Complete Product Data, including technical data and laboratory tests, if applicable, 25 26 No. 2 Drawings showing dimensional changes. 27 28 No. 3 Complete description of changes to drawings and/or specifications which proposed 29 substitution will require for its proper installation. 30 31 No. 4 Necessary samples and substantiating data to prove equal quality, performance and 32 appearance to that which is specified. Clearly mark manufacturer's literature to 33 indicate equality In performance. Differences In quality of materials and construction 34 shall be indicated. 35 36 No. 5 List of names and addresses of 3 similar projects on which product was used, date of 37 installation, and Architect's name and address. 38 39 40 41 42 43 44 Fill in blanks below (Provide attachments If more space is necessary). 45 46 A. Does the substitution affect dimensions shown on drawings? 47 Yeats No _� If yes, clearly Indicate changes; 48 PRODUCT OPT1ONS AND SUBSTITUTIONS ( 1 B. Will the undersigned pay for changes to the building design, Including engineering and 2 detailing costs caused by the requested substitution?3 4 5 C. What effect does substitution have on other trades, other contracts and Contract 6 Completion Date?_ 7 8 9 D. What affect does substitution have on applicable code requirements?_ 10 11 12 E List differences between proposed substitution and specified item: 13 14 15 F. Identify manufacturer's guarantees: Same_ 16 Different (explain) 17 18 G. Identify cost impact: 19 20 21 Undersigned attests function and quality equivalent or superior to specified item. 22 23 CERTIFICATION OF EQUAL PERFORMANCE AND ASSUMPTION OF LIABIUTY FOR EQUAL. 24 PERF RMANCE 25 26 Submitted by: 27 Firm: 28 Address: 29 30 Date: Telephone: 31 Signature: 32 33 Signature must be by person having authority to legally bind his firm to the above terms. 34 35 36 37 For Use by Architect: 38 39 Accepted Accepted as Noted 40 41 Not Accepted Received Too Late 42 43 By: 44 45 Remarks: 48 47 48 49 50 Title: Date: PRODUCT OPTIONS AND SUBS TRMONS ,SECTION 0082Q - BILLING FOAM Billing Schedule for Retail Store Remodeling: Division 1 General Conditions Division 2 Demolition Earthwork Asphalt Paving Portland Cement Concrete Paving Division 3 Footings, Foundations Concrete Slabs Division 4 Unit Masonry Masonry Cleaning Division 5 Structural Steel Cold -formed Metal Framing Metal Fabrications Division 7 Exterior Insulation and Finish System Fireproofing Flashing and Sheet Metal Sheet Metal Roofing Joint Sealers Division 8 Steel Doors and Frames Wood Doors Access Doors Overhead Coiling Doors Special Doors Aluminum Entrances and Storefronts Automatic Entrance Doors Hardware Allowance Glass and Glazing Glazed Aluminum Curtain Walls BILLING FORM 00820 1• G&CA #1293 G&CA #1293 Division 9 Lath and Plaster Gypsum Drywall Gypsum Sheathing Tile Acoustical Panel Ceilings Acoustical Tile Ceilings Interior Stonework Painting Division 10 Toilet Compartments Toilet and Bath Accessories Division 11 Loading Dock Equipment Division 15 Ductwork Piping Air Handlers Pipe Insulation Plumbing Rough -in Plumbing Fixtures Fire Protection Sprinkler System Division 16 Service and Distribution Conduit Piping Power in Stud Walls Lighting Rough -in Lighting Fixtures and Trim G&CA #1293 ,SECTION 01020 - ALLOWANCES A. SUMMARY 1. This Section specifies administrative and procedural requirements governing handling and processing allowances. Selected materials and equipment, and in some cases, their installation are shown and specified in the Contract Documents by allowances. Allowances have been established in lieu of additional requirements and to defer selection of actual materials and equipment to a later date when additional information is available for evaluation. Additional requirements, if necessary, will be issued by Change Order. B. INSPECTION 1. Inspect products covered by an allowance promptly upon delivery for damage or defects. C. PREPARATION 1. Coordinate materials and their installation for each allowance with related materials and installations to ensure that each allowance item is completely integrated and interfaced with related construction activities. D. SCHEDULE OF ALLOWANCES 1. ,allowance No. 1: Include a lump sum of $ .00 for Finish Hardware. END OF SECTION ALLOWANCES 01020 - 1 GCA #1293 ,SECTION 01045 - CUTTING AND PATCHINQ A. DESCRIPTION OF REQUIREMENTS: 1. Definition• "Cutting and patching" includes cutting into existing construction to provide for the installation or performance of other work and subsequent fitting and patching required to restore surfaces to their original condition. 2. "Cutting and patching" is performed for coordination of the work, to uncover work for access or inspection, to obtain samples for testing, to permit alterations to be performed or for other similar purposes. 3. Cutting and patching performed during the manufacture of products, or during the initial fabrication, erection or installation processes is not considered to be "cutting and patching" under this definition. Drilling of holes to install fasteners and similar operations are also not considered to be "cutting and patching". 4. "Selective Demolition" is recognized as a related -but - separate category of work, which may or may not require cutting and patching as defined in this section; refer to "Demolition" section of Division 2. 5. Refer to other sections of these specifications for specific cutting and patching requirements and limitations applicable to individual units of work. 6. Unless otherwise specified, requirements of this section apply to mechanical and electrical work. Refer to Division-15 and Division-16 sections for additional requirements and limitations on cutting and patching of mechanical and electrical work. B. QUALITY ASSURANCE: 1. Requirements for Structural Work: Do not cut and patch ' structural work in a manner that would result in a reduction of load -carrying capacity or of load -deflection ratio. 2. Operational and Safety Limitations: Do not cut and patch operational elements or safety related components in a manner that would result in a reduction of their capacity to perform in the manner intended, including energy performance, or that would result in increased maintenance, or decreased operational life or decreased safety. 3. Visual Requirements: Do not cut and patch work exposed on CUTTING AND PATCHING 01045 - 1 GCA #1293 the building's exterior or in it's occupied spaces, in a manner that would, in the Architect's opinion, result in lessening the building's aesthetic qualities. Do not cut and patch work in a manner that would result in substantial visual evidence of cut and patch work. Remove and replace work judged by the Architect to be cut and patched in a visually unsatisfactory manner. C. MATERIALS: 1. General: Except as otherwise indicated, or as directed by the Architect, use materials for cutting and patching that are identical to existing materials. If identical materials are not available, or cannot be used, use materials that match existing adjacent surfaces to the fullest extent possible with regard to visual effect. Use materials for cutting and patching that will result in equal -or -better performance characteristics. D. INSPECTION: 1. Before cutting, examine the surfaces to be cut and patched and the conditions under which the work is to be performed. If unsafe or otherwise unsatisfactory conditions are encountered, take corrective action before proceeding with the work. E. PREPARATION: 1. Temporary Support: To prevent failure provide temporary support of work to be cut. 2. Protection: Protect other work during cutting and patching to prevent damage. Provide protection from adverse weather conditions for that part of the project that may be exposed during cutting and patching operations. 3. Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas. 4. Take precautions not to cut existing pipe, conduit or duct serving the building but scheduled to be relocated until provisions have been made to bypass them. F. PERFORMANCE: 1. General: Employ "specialist" to perform cutting and patching work. Except as otherwise indicated or as approved by the Architect, proceed with cutting and patching at the earliest feasible time and complete work without delay. 2. Cutting: Cut the work using methods that are least likely CUTTING AND PATCHING 01045 - 2 GCA #1293 to damage work to be retained or adjoining work. Where possible review proposed procedures with the original installer; comply with original installer's recommendations. 3. In general, where cutting is required use hand of small power tools designed for sawing or grinding, not hammering and chopping. Cut through concrete, masonry and asphaltic concrete using a cutting machine such as a carborundum saw or core drill to insure a neat hole or edge. Cut holes and slots neatly to size required with minimum disturbance of adjacent work. To avoid marring existing finished surfaces, cut or drill from the exposed or finished side into concealed surfaces. Temporarily cover openings when not in use. 4. Comply with requirements of applicable sections of Division 2 where cutting and patching requires excavating and backfilling. 5. By-pass utility services such as pipe and conduit, before cutting, where such utility services are shown or required to be removed, relocated or abandoned. Cut-off conduit and pipe in walls or partitions to be removed. After by-pass and cutting, cap, valve or plug and seal tight remaining portion of pipe and conduit to prevent entrance of moisture or other foreign matter. 6. Accessible Ceiling: Where not otherwise indicated, carefully remove, store and reassemble acoustical tiles or panels where required for access to ceiling space for work, including but not limited to, mechanical and electrical work. Employ "specialist". If insufficient undamaged acoustical panels are not salvaged from areas where panels are removed, replace with new matching panels at no additional cost. 7. Patching: Patch with seams which are durable and as invisible as possible. Comply with specified tolerances for the work. S. Where feasible, inspect and test patched areas to demonstrate integrity of work. 9. Restore exposed finishes of patched areas and where necessary extend finish restoration into retained adjoining work in a manner which will eliminate evidence of patching and refinishing. 10. Where removal of walls or partitions extends one finished area into another finished area, patch and repair floor and wall surfaces in the new space to provide an even surface of uniform color and appearance. If necessary to achieve CUTTING AND PATCHING 01045 - 3 GCA #1293 uniform color and appearance, remove existing floor and wall coverings and replace with new materials. 11. Where patch occurs in a smooth painted surface, extend final paint coat over entire unbroken surface containing patch, after patched area has received prime and base coat. G. CLEANING: 1. Thoroughly clean areas and spaces where work is performed or used as access to work. Remove completely point, mortar, oils, putty and items of similar nature. Thoroughly clean piping, conduit and similar features before painting or other finishing is applied. Restore damaged pipe covering to its original condition. END OF SECTION CUTTING AND PATCHING. 01045 4 G&CA #1293 SECTION 02050 - DEMOLITION A. PROJECT INCLUDES 1. Site Demolition: a. Demolition of site improvements including paving, curbing. b. Protection of site work and adjacent structures. c. Disconnection, capping, and removal of utilities. d. Pollution control during building demolition. e. Removal and legal disposal of materials. 2. Selective Demolition: a. Selective demolition of interior partitions, systems, and building components designated to be removed. b. Selective demolition of exterior facade, structures, and components designated to be removed. c. Protection of portions of building adjacent to or affected by selective demolition. d. Notification to Owner of schedule of shut-off of utilities which serve occupied spaces.. e. Removal and legal disposal of materials. 3. Work of Prior Separate Contract: a. Removal of asbestos or materials containing asbestos. B. SCHEDULE 1. Items for Protection During Demolition and Construction: a. Designated site improvements, trees, and plantings as indicated. b. Adjacent construction. 2. Items to be Salvaged for Reinstallation: a. Light fixtures. b. As directed by Owner. 3. Items to be Salvaged for Delivery to Owner: a. As directed by Owner. 4. Utilities Requiring Interruption, Capping, or Removal: a. Electric. b. Heat. c. Water. d. Sewerage. END. OF SECTION DEMOLITION 02050 - 1 G&CA #1293 $ECTION 02200 - EARTHWORK A. PROJECT INCLUDES 1. Excavation, filling, compaction, and grading for site improvements and utilities. 2. Materials for subbase, drainage fill, and backfill for slabs, pavements, and improvements. 3. Supply of additional materials from offsite if required. 4. Removal and legal disposal of excavated materials. B. QUALITY ASSURANCE 1. Compaction: a. Under structures, building slabs, steps, pavements, and walkways, 95 percent maximum density, ASTM D 1557. b. Under lawns or unpaved areas, 90 percent maximum density, ASTM D 1557. 2. Grading Tolerances Outside Building Lines: a. Lawns, unpaved areas, and walks, plus or minus 1 inch. b. Pavements, plus or minus 1/2 inch. 3. Grading Tolerance for Fill Under Building Slabs: Plus or minus 1/2 inch measured with 10 foot straightedge. C. PRODUCTS 1. Subbase Material: Graded mixture of natural or crushed gravel, crushed stone or slag, and natural or crushed sand. 2. Drainage Fill: Washed, evenly, graded mixture of crushed stone or gravel, with 100 percent passing a 1-1/2 inch sieve and not more than 5 percent passing a No. 4 sieve. 3. Backfill and Fill Materials: Satisfactory soil materials free of clay, rock or gravel larger than 2 inches in any dimension, debris, waste, frozen materials, vegetation, and other unsuitable materials. END OF SECTION EARTHWORK 02200 - 1 G&CA #1293 ,S,ECTION 02511 - ASPHALT PAVING A. PROJECT INCLUDES 1. Hot -Mixed Asphalt Paving Over Prepared Subbase: a. Parking areas. b. Driveways. B. QUALITY ASSURANCE 1. Construction Tolerances: a. Base Course Thickness: 1/2 inch. b. Surface Course Thickness: 1/4 inch. c. Base Course Surface Smoothness: 1/4 inch. d. Surface Course Surface Smoothness: 3/16 inch. e. Crowned Surfaces: 1/4 inch variance from template. C. PRODUCTS 1. Asphalt -Aggregate Mixture: Plant -mixed, hot -laid asphalt - aggregate mixture, ASTM D 3515, complying with local DOT and DPW regulations. 2. Prime Coat: Cut -back asphalt, ASTM D 2027. 3. Tack Coat: Emulsified asphalt, ASTM D 977. 4. Herbicide Treatment: Commercial chemical for weed control registered by Environmental Protection Agency and acceptable. to authorities having jurisdiction. 5. Lane, and Parking Area Marking Paint, Yellow Color: Alkyd - resin type,,ready-mixed, AASHTO M 248, Type I END OF SECTION G&CA #1293 gECTION 02520 - PORTLAND CEMENT CONCRETE PAVING A. PROJECT INCLUDES 1. Cast -In -Place Concrete Paving Over Prepared Subbase: a. Walkways. b. Curbs. B. QUALITY ASSURANCE 1. Construction Tolerance: 1/8 inch in 10 feet for grade and alignment of top of forms; 1/4 inch in 10 feet for vertical face on longitudinal axis. C. PRODUCTS 1. Concrete: ASTM C 150, Type 1, Portland cement; ASTM C 33, normal weight aggregates; potable water. a. Design Mix: ASTM C 94, 3000 psi, 28 day minimum compressive strength. b. Slump Limits: 8 inches minimum with superplasticizer, 3 inches otherwise. c. Air Content: 5 to 8 percent. d. Finish: Broom finish. 2. Wire Mesh: Welded plain steel wire fabric, ASTM A 185 3. Reinforcing Bars: Deformed steel bars, ASTM A 615Grade 60. 4. Fabricated Bar Mats: Steel bar or rod mats, ASTM A 184, using ASTM A 615, Grade 60 steel bars. 5. Joint Dowel Bars: Plain steel bars, ASTM A 615, Grade 60. 6. Hook Bolts: ASTM A 307, Grade A threaded bolts. 7. Liquid -Membrane Forming and Sealing Curing Compound: ASTM C 309, Type I, Class A. 8. Bonding Compound: Polyvinyl acetate or acrylic base. 9. Epoxy Adhesive: ASTM C 881. END OF SECTION PORTLAND CEMENT CONCRETE PAVING 02520 - 1 G&CA #1293 DECTION 03300 - CAST -IN -PLACE CONCRETE A. PROJECT INCLUDES 1. Plant -Mixed Cast -In -Place Concrete: a. Footings, foundations. b. Slabs. B. QUALITY ASSURANCE 1. Standards: ACI 318, Building Code Requirements for Reinforced Concrete, and CRSI Manual of Standard Practice. 2. Testing: Independent testing laboratory. 3. Floor Flatness and Levelness Tolerances: a. Subfloors Under Materials Such as Concrete Toppings, Ceramic Tile, and Sand Bed Terrazzo: ASTM E 1155, floor flatness (Ff) of 15, floor levelness (F1) of 13. b. Subfloors Under Materials Such As Vinyl Tile, Epoxy Toppings, Paint, and Carpet: ASTM E 1155, floor flatness (Ff) of 20, floor levelness (F1) of 17. C. PRODUCTS, 1. Concrete Design Mixes, ASTM C 94, 28 Day Compressive Strength: a. Columns, Beams, Walls, Foundations, and Footings: (4000] (3500] [3000] [2500] psi. b. Slabs on Grade and Paving Base: (4000)(3500)[3000](2500] psi. c. Concrete on Metal Deck: [4000)(3500)(3000)[2500] psi. d. Exterior Site Concrete and Pads Exposed to Weather: (4000)[3500] [3000] [2500] psi. 2. Formwork: Plywood or metal panel formwork sufficient for structural and visual requirements. 3. Reinforcing Materials: a. Reinforcing Bars: ASTM A 615, Grade 60, deformed. b. Steel Wire: ASTM A 82. c. Steel Wire Fabric: ASTM A 185, welded. d. Fiber Reinforcement: Engineered polypropylene fibers for secondary reinforcement of slabs. 4. Concrete Materials: ASTM C 150, Type I, Portland cement; ASTM C 33 normal weight aggregates; potable water. a. ASTM C 33, normal weight aggregates. CAST -IN -PLACE CONCRETE 03300 1 G&CA #1293 b. ASTM C 330, light weight aggregates. 5. Concrete Admixtures: Containing less than 0.1 percent chloride ions. a. Air -Entraining Admixture: ASTM C 260, for exterior exposed concrete and foundations exposed to freeze -thaw. b. Water -Reducing Admixture: ASTM C 494, Type A, for placement and workability. 6. Auxiliary Materials: a. b. c. Vapor Retarder: ASTM E 154 polyethylene sheet, 8 mils Bonding Compound: Polyvinyl acetate or acrylic base. Epoxy Adhesive: ASTM C 881, two -component material. 7. Concrete Finishes For Formed Surfaces: a. Surfaces Not Exposed To View: As -cast b. Surfaces Exposed To View: Smooth form 8. Concrete Finishes for Monolithic Slabs: a. b. c. Scratch finish for surfaces to receive topping or mortar setting bed. Trowel finish for surfaces to be covered with resilient flooring, thin finish system. Nonslip broom finish for exterior steps, and ramps. END OF SECTION form finish. finish. concrete floor exposed to view or carpet, tile, or other concrete platforms, G&CA #1293 SECTION 04200 - UNIT MASONRY A. PROJECT INCLUDES 1. Unit Masonry Construction: a. Freestanding site masonry walls. b. Repair and remodeling of existing construction. B. QUALITY ASSURANCE 1. Standards: ACI 530.1, Specifications for Masonry Structures. 2. Fire Performance: ASTM E 119. 3. Testing: Independent testing laboratory. C. PRODUCTS 1. Concrete Masonry Units: a. Prefaced Concrete Block: ASTM C 90, 1900 psi compressive strength, normal weight. b. Size: Face dimension of 7-5/8 inches high by 15-5/8 inches long by width required for application. c. Concrete Building Brick: ASTM C 55. d. Special Finish: Standard aggregate, split face finish. e. Bond Pattern: Running Bond.. 2. Mortar and Grout: a. Mortar Mix: ASTM C 270, Type S, for reinforced masonry, masonry below grade and masonry in contact with earth and ASTM C 270, Type N, for above -grade loadbearing and nonloadbearing walls and parapet walls and for interior loadbearing and nonloadbearing partitions. b. Mortar Materials: Portland cement, ASTM C 150, Type I or II. c. Mortar Aggregate: Natural color, ASTM C 144. d. Grout Aggregate: ASTM C 404. e. Hydrated Lime: ASTM C 207, Type S. f. Color: Natural color. 3. Reinforcing Steel: a. Reinforcing Bars: ASTM A 615, Grade 60. b. Deformed Reinforcing Wire: ASTM A 496. c. Plain Welded Wire Fabric: ASTM A 185. 4.. Joint Reinforcing: Welded wire with deformed side rods. a. Steel Wire: 9 gage galvanized steel. UNIT MASONRY 04200 - 1 G&CA #1293 b. Type: Ladder or truss type. 5. Ties and Anchors: a. Bent Wire Ties: Galvanized steel. b. Rigid Anchors: Galvanized steel straps. c. Masonry to Concrete. Frame: Two-piece galvanized steel anchor. d. Adjustable Masonry Veneer Anchors: Screw -attached two- piece galvanized triangular or rectangular wire tie and metal anchor. e. Unit Type Masonry Inserts in Concrete: Malleable iron. f. Anchor Bolts: ASTM A 307, Grade A, galvanized. g. Postinstalled Anchors: Chemical or expansion anchors. . Masonry Accessories: a. Nonmetallic expansion joint strips. b. .Preformed control joint gaskets. c. Bond breaker strips. d. Open head -joint weeps. END OF SECTION G&CA #1293 SECTION 04500 - MASONRY CLEANINQ A. PROJECT INCLUDES 1, Masonry Cleaning: a. Removal of plant growth. b. Washing and cleaning exposed masonry surfaces. B. QUALITY ASSURANCE 1.. Materials: Cleaning materials acceptable to environmental agencies and. authorities having jurisdiction. 2. Field -Constructed. Mock -Up: Each type of cleaning. C. PRODUCTS 1. Cleaning Materials: a. Water and steam. b. Alkaline prewash cleaner. c. Chemical cleaner. D. SCHEDULE 1. Masonry Cleaning Schedule: Exterior walls. END OF SECTION G&CA #1293 BECTION 05120 - STRUCTURAL STEEL A. PROJECT INCLUDES 1. Structural steel for building construction and related anchors, fasteners, and connectors. B. QUALITY ASSURANCE 1. Standards: AISC, Code of Standard Practice for Steel Buildings and Bridges, and applicable regulations. 2. Testing: Independent testing laboratory. 3. Erection Tolerances: AISC standards. C. PRODUCTS 1. Steel Materials: a. Structural Steel Shapes, Plates, and Bars: ASTM A 36. b. Cold -Formed Steel Tubing: ASTM A 500, Grade B. c. Hot -Formed Steel Tubing: ASTM A 501. d. Steel Pipe: ASTM A 53, Type E or S, Grade B; or ASTM A 501. e. Steel Castings: ASTM A 27, Grade 65-35. f. Headed Stud -Type Shear Connectors: ASTM A 108, Grade 1015 or 1020. g. Anchor Bolts: ASTM A 307,.nonheaded type. h. Unfinished Threaded Fasteners: ASTM A 307, Grade A. i. High -Strength Threaded Fasteners: ASTM A 325 or ASTM A 490, as applicable. 2. Auxiliary Materials: a. Direct Tension Indicators: ASTM A 959. b. Electrodes for Welding: AWS Code. c. Structural Steel Primer Paint: SSPC - Paint 2, red lead -iron oxide, oil alkyd. d. Cement Grout: Portland cement, sand. e. Metallic Shrinkage -Resistant Grout: Premixed ferrous aggregate grouting compound. f. Nonmetallic Shrinkage -Resistant Grout: Premixed. nonmetallic grouting compound, CE CRD-C621. END OF SECTION STRUCTURAL STEEL 05120 1 G&CA #1293 SECTION 05400 - COLD -FORMED METAL FRAMING A. PROJECT INCLUDES 1. Cold -Formed Metal Framing Units: a. Bracing of exterior cladding. B. Support of roof structures. C. Support of structures. B. QUALITY ASSURANCE 1. Standards: AISI, Specification for Design of Cold -Formed Steel Structural Members. 2. Deflection Criteria: [L/600][L/720] for exterior brick veneer, maximum 3/10 inch under full live and dead loads. 3. Fabrication Tolerances: 1/8 inch in 10 feet. 4. Erection Tolerances: 1/16 inch. C. PRODUCTS 1. Cold -Formed Metal Framing Materials: a. Stud Type: C-shaped load -bearing steel studs. b. Joist Type: C-shaped steel joists. c. Units 16 gage and heavier: ASTM A 446, A 570, or A 611, yield point 40,000 psi. d. Units 18 gage and lighter: ASTM A 446, A 570, or A 611,yield point 33,000 psi. e. Finish: Galvanized, ASTM A 525, G60. 2. Auxiliary Materials: a. Fasteners. b. Electrodes for welding. c. Galvanizing repair, ASTM A 780. END OF. SECTION .COLD -FORMED. METAL FRAMING. 05490 1 G&CA #1293 ,SECTION 05500 - METAL FABRICATIONS A. PROJECT INCLUDES 1. Metal Fabrications: a. Steel pipe railings. b. Loose steel lintels. c. Miscellaneous steel trim. d. Shelf and relieving angles. e . Rough hardware. B. QUALITY ASSURANCE 1. Handrail and Railing Structural Performance: ASTM E 985. C. PRODUCTS 1. Ferrous Materials: a. Steel Plates, Shapes and Bars: ASTM A 36. b. Steel Tubing: ASTM A 500 or A 501. c. Steel Pipe, Galvanized Finish: ASTM A 53. d. Brackets, Flanges, and Anchors: Cast or formed metal. e . Welding Rods and Bare Electrodes: AWS specifications. f. Zinc -Coating: Hot -dip galvanized coating for materials in exterior assemblies or exterior walls. 2. Fasteners: a. Bolts and Nuts: Hexagon head type, ASTM A 307, Grade A. b. Lag Bolts: Square head, FS FF-B-561. c. Machine Screws: Cadmium plated steel, FS FF-S-92. d. Wood Screws: Flat head carbon steel, FS FF-S-111. e . Plain Washers: Round carbon steel, FS FF-W-92. f. Drilled -In Expansion Anchors: FS FF-S-325. g. Toggle Bolts: Tumble -wing type, FS FF-B-588. h. Lock Washers: Spring type carbon steel, FS FF-W-84. i. Zinc -Coating: Fasteners in exterior assemblies or exterior walls. 3. Auxiliary Materials: a. Nonshrink Metallic Grout: CE CRD-C621. b. Nonshrink Nonmetallic Grout: CE CRD-C621. c. Interior Anchoring Cement: Hydraulic expansion cement. d. Exterior/Interior Anchoring Cement: Erosion -resistant hydraulic expansion cement. e. Shop Primer: Alkyd primer, FS TT-P-645. f. Galvanizing Repair Paint: SSPC - Paint 20. g. Bituminous Paint: Asphalt mastic, SSPC - Paint 12. h. Zinc Chromate Primer: FS TT-P-645. END OF SECTION METAL FABRICATIONS 05500 - 1 G&CA #1293 $ECTION 07240 - EXTERIOR INSULATION AND FINISH SYSTEMS A. PROJECT INCLUDES 1. Exterior Insulation and Finish Systems: a. Over gypsum sheathing. b. Over masonrysurfaces. c. Over concrete surfaces. B. QUALITY ASSURANCE 1. Field -Constructed Mock -Up: Typical panel. 2. Installer Qualifications - Experienced installer who is certified in writing as qualified to install the manufacturer's system. 3. Single Source Responsibility - materials from one source. C. SUBMITTALS 1. Product Data. 2. Samples for verification purposes. 3. Shop drawings. D. PRODUCTS 1. Finish Coating over Molded Polystyrene Board: a. Type: EIMA Class PM. b. Base Coat: Portland cement and polymer adhesive. c. Finish Coat: Polymer Modified Portland Cement emulsion. d. Thermal Insulation: Molded rigid cellular polystyrene. e. Reinforcing mesh: Open weave glass fiber fabric. Standard weight, with high -impact type from floor level to 8'-0" above floor. f. Attachment: Adhesive. g. Attachment: Mechanical fasteners where recommended by manufacturer, corrosion -resistant 2. Manufacturers: a. Subject to compliance with requirements, provide Class PM system of one of the following: Dryvit Systems, Inc. ISPO USA, Inc. Pleko Products, Inc. Senergy Inc. STO Industries, Inc END OF SECTION EXTERIOR INSULATION' AND FINISH SYSTEMS, 07240 - 1 G&CA.#1293 $ECTION 07250 - FIREPROOFINQ A. PROJECT INCLUDES 1. Fireproofing for new steel building structure. B. QUALITY ASSURANCE 1. Fire Performance: ASTM E 119, and local regulations. 2. Installer Qualifications - Experienced installer who is certified in writing as qualified to install the manufacturer's system. C. SUBMITTALS 1. Product Data. D. PRODUCTS 1. Concealed Sprayed -On Fireproofing: a. Type: Mineral fiber with cementitious binders. b. Auxiliary Materials: Primers, adhesive, lath, and reinforcing fabric as required for fire protection as specified in drawings. c. Sealer for Mineral -Fiber Fireproofing: Clear -drying protective coating for nondusting application. 2. Available Manufacturers: a. Subject to compliance with requirements, products that may be ,incorporated in the Work include, but are not limited to the following: Cafco Deck -Shield, Isolatek International Corp.. Monokote, Grace Construction Products Albi Duraspray, Albi Manufacturing END OF SECTION G&CA #1293 ,$ECTION 07600 - FLASHING AND SHEET METAL A. PROJECT INCLUDES 1. Flashing and Sheet Metal: a. Metal counterflashing and base flashing. b. Exterior wall flashings. c. Exposed metal trim and fascia units. d. Sheet metal accessories. B. PRODUCTS 1. Sheet Metal Flashing and Trim: a. Zinc -Coated Steel: ASTM A 526, G90 hot -dip galvanized, 20 gage. 2. Flexible Sheet Membrane Flashing: Nonreinforced flexible black elastic sheet, 50 to 65 mils thick, EPDM synthetic rubber sheet. 3. Fabricated Units: Compliance with SMACNA Architectural Sheet Metal Manual. 4. Auxiliary Materials: a. Solder compatible with metal. b. Bituminous isolation coating. c. Mastic and elastomeric sealants. d. Epoxy seam sealer. e. Rosin -sized building paper slip sheet. f. Polyethylene underlayment. g. Reglets and metal accessories,. h. Roofing cement compatible with roofing system. END OF SECTION G&CA #1293 SECTION 07610 - SHEET METIkL ROOFING A. PROJECT INCLUDES 1. Sheet Metal Roofing: a. Curved standing seam type. B. QUALITY ASSURANCE 1. Field -Constructed Mock -Up: Typical area. 2. Installer Qualifications - Experienced installer who is certified in writing as qualified to install the manufacturer's system. C. SUBMITTALS 1, Product Data. 2. Shop Drawings. D. WARRANTY 1. Factory Applied Finish Warranty: Manufacturer's 20 year warranty. E. PRODUCTS 1. Steel Roofing Sheets: a. Type: ASTM B 209, alloy 3003-H14. b. Thickness: 22 gage steel. c. Pan width: 12". d. Rib height: 1". d. Finish: Fluoropolymer, Kynar 500. 2. Auxiliary Materials: a. Polyester fabric underlayment. b. Bituminous isolation coating. c. Installation clips which allow venting of panel underlayment. 3. Available Manufacturers: a. Subject to compliance with requirements, products that may be incorporated in the Work include, but are not limited to of one of the following: AEP-Span. Metal Building Components, Inc. (MBCI). MM Systems Corp. HH Robertson Company. END OF SECTION SHEET METAL ROOFING 07610 - 1 G&CA #1293 SECTION 07900 - JOINT SEALERS A. PROJECT INCLUDES 1. Joint sealers at interior and exterior vertical and horizontal joints. B. QUALITY ASSURANCE 1. Field -Constructed Mock -Ups: Each joint type. C. PRODUCTS 1. Urethane Elastomeric Joint Sealants: a. Type and Application: One -part nonsag urethane sealant, ASTM C 920, for vertical and horizontal joints, interior use. b. Type and Application: Multi -part nonsag urethane sealant, ASTM C 920, for vertical joints, exterior use. c. Type and Application: One -part pourable urethane sealant, ASTM C 920, for horizontal joints, exterior use. 2. Compression Seals: a. Type: Preformed foam sealant. b. Application: Wide exterior joints in vertical surfaces. 3. Fire -Resistive Joint Sealers: a. Type: One part fire -stopping sealant. b. Application: Penetrations in fire -rated floor and wall assemblies. 4. Specialty Sealants: a. Type and Application: Synthetic rubber for acoustical sealant for concealed joints. b. Type and Application: Butyl-polyisobutylene sealant and tape sealant for concealed joints. 5. Paving Joint Fillers: a. Type: Bituminous fiber. b. Application: Filler for exterior paving joints. 6. Auxiliary Materials: a. Plastic foam joint fillers. b. Elastomeric tubing backer rods. c. Bond breaker tape. END OF SECTION JOINT SEALERS 07900 - 1 G&CA #1293 SECTION 08111 - STANDARD STEEL DOORS AND EB.MES A. PROJECT INCLUDES 1. Steel Doors: a. Interior steel doors and frames. b. Exterior steel doors and frames. c. Remodeling existing steel doors and frames. B. QUALITY ASSURANCE 1. Standards: ANSI/SDI-100, Recommended Specifications for Standard Steel Doors and Frames. 2. Performance Standards: a. Fire -Rated Assemblies: NFPA 80, and acceptable testing agency listing. b. Thermal -Rated Assemblies at Exterior: ASTM C 236 or ASTM C 976. c. Sound -Rated Assemblies at Mechanical Rooms: ASTM E 90, and ASTM E 413. C. SUBMITTALS 1. Product Data. 2. Shop Drawings. D. PRODUCTS 1. Steel Doors: a. Door Type: Flush steel doors with hollow or composite construction. b. Interior Doors: ANSI/SDI-100, Grade II, heavy-duty, minimum 18 gage cold -rolled steel, 1-3/4 inches thick. c. Exterior Doors: ANSI/SDI-100, Grade III, extra -heavy- duty, minimum 16 gage galvanized sheet steel, 1-3/4 inches thick. d. Finish: Factory primed and field painted. 2. Steel Frames: a. Interior Frames: Welded, and Drywall slip-on type, 16 gage sheet steel, mitered or coped corners. b. Exterior Frames: Welded type, 14 gage galvanized sheet steel, mitered or coped corners. c. Accessories: Door silencers and plaster guards. d. Finish: Factory primed and field painted. STANDARD STEEL DOORS AND FRAMES 08111 - 1 G&CA #1293 3. Available Manufacturers: a. Subject to compliance with requirements, products that may he incorporated in the Work include, but are not. limited to of one of the following: Amweld Building Products, Inc. CECO Corp. Curries Company Fenestra Corp. Mesker Door Co. Pioneer Industries Republic Buildiers Products Steelcraft Manufacturing Stiles Hollow Metal END OF SECTION G&CA #1293 SECTION 08211 -jTSH WOOD DOORS A. PROJECT INCLUDES 1. Flush Wood Doors: a. Interior solid core flush doors. b. Remodeling existing flush wood doors. B. QUALITY ASSURANCE 1. Quality Standards: NWWDA I.S. 1, and AWI Architectural Quality Standards. 2. Fire Rated Wood Doors: Meeting ASTM E 152 requirements. C. SUBMITTALS 1. Product Data. 2. Door Schedule. D. PRODUCTS 1. Interior Solid Core Doors: a. Grade: Premium grade. b. Construction: 5-ply or 7-ply construction with particleboard or glued -block core. c. Finish: Transparent finish on plain -sliced white oak faces. 2. Fitting and Finish: a. Fitting: Factory-prefit and premachine doors. b. Factory Finish: Transparent factory finish, AWI Finish System No. 2, catalyzed lacquer. 3. Auxiliary Materials: a. Glazing frames. 4. Available Manufacturers: a. Subject to compliance with requirements, products that may be incorporated in the Work include, but are not limited to of one of the following: Eggers, Industries Fenestra Corporation Mohawk Flush Doors, Inc. Sauder Door Weyerhaeuser Company END OF SECTION FLUSH WOOD DOORS 08211 - 1 G&CA #1293 ,SECTION 08305 - ACCESS DOORS A. PROJECT INCLUDES 1. Access doors for walls and ceilings. B. SUBMITTALS 1. Product Data. C. PRODUCTS 1, Access Doors: a. Frames: 16 gage sheet steel with flange suitable for adjacent material. b. Doors: 14 gage sheet steel. c. Door Type: Flush panel. d. Locking Devices: Cylinder locks. 2. Available Manufacturers: a. Subject to compliance with requirements, products that may be incorporated in the Work include, but are not limited to of one of the following.: Cesco Products J.L. Industries Karp Associates, Inc. Milcor, Inc. END OF SECTION ACCESS. DOORS 08305 1 G&CA #1293 ,gECTION 08330 - OVERHEAD COILING DOORS A. PROJECT INCLUDES 1. Overhead Coiling Doors: a. Exterior units. B. QUALITY ASSURANCE 1. Furnish overhead coiling doors units by one manufacturer. C. SUBMITTALS 1. Product Data. 2. Door Schedule. D. PRODUCTS 1. Overhead Coiling Doors: a. Type: Standard service door. b. Door Curtain: Galvanized steel sheet, ASTM A 446, with ASTM A 525, G90 coating. c. Slat Profile: S-configuration. d. Operation: Electric door operator. e. Steel Finish: Shop primed over galvanizing for site finish. 3. Auxiliary Materials: a. Helical torsion spring counterbalance b. Hood for curtain and operating mechanism. c. Windlocks, end locks, jamb guides, and weatherstripping. d. Automatic reversing control for bottom bar for electric door operator. e. Vision panels. 4. Available Manufacturers: a. Subject to compliance with requirements, products that may be incorporated in the Work include, but are not limited to of one of the following: Apton Rolling Doors Atlas Roll-Lite Overhead. Doors Ceco/Windsor Door The Cookson Co. Cornell Iron Works, Inc. Overhead Door Corp. Raynor Garage Door END OF SECTION OVERHEAD COILING DOORS 08330 - 1 G&CA #1293 SECTION 08380 - SPECIAL DOORS A. PROJECT INCLUDES 1. DOUBLE ACTING IMPACT DOORS: a. Plastic -faced, insulated impact doors. B. SUBMITTALS 1. Product Data. 2. Door Schedule. C. PRODUCTS 1. Double Acting Impact Doors: a. Facing: ABS Plastic. b. Insulation: Polymer Foam. c. Stile: Solid stile at hardware jambs. d. Nosing: Safety cushion type. e. Hardware: High -strength hinges, jamb air seals. f. Thickness: 1-3/4". g. Glazing: 6" wide x 24" high 1/8" thick polycarbonate. h. Impact wear panels. 2. Fitting and Finish: a. Fitting: Factory-prefit doors to fit in hollow metal frames. b. Color to be selected by Owner. 3. Available Manufacturers: a. Subject to compliance with requirements,' products. that may be incorporated in the Work include, but are not limited to of one of the following: RubbAir Door Division, Eckel Industries, Inc. END OF, SECTION G&CA #1293 SECTION 08410 - ALUMINUM ENTRANCES AND STOREFRONTS A. PROJECT INCLUDES 1. Aluminum Entrances and Storefront: a. Exterior entrance doors. b. Frames for entrances. c. Storefront -type framing system. d. Transoms. e. Sidelights. f. Power door operators where shown. B. SUBMITTALS 1. Product Data. 2. Door Schedule. C. PRODUCTS 1. Aluminum Entrances and Storefront: a. Door Style: Medium stile and rail doors. b. Aluminum Members: ASTM B 221, B 209 and B 211. c. Steel Reinforcement: ASTM A 36, ASTM A 611, and ASTM A 570. d. Glass and Glazing: Insulating glazing. e. Glazing Color: Clear glass. f. Door Hanging Devices: Offset pivot sets. g. Closers: Surface mounted. h. Closer Operation: Single acting closers. i. Aluminum Finish: Fluoropolymer, Kynar 500, 3-coat system. 2. Door operators for power -assisted doors: a. Power Units: One-way swing door type. b. Operator: Electromechanical operator. c. Manual Door Control: Rail -supported switch. 3. Auxiliary Materials: a. Aluminum break shapes as detailed. b. Push/pulls. c. Wall push -plate switches for power operated doors. ALUMINUM ENTRANCES AND STOREFRONTS 08410 - 1 G&CA #1293 4. Manufacturers: a. Aluminum Entrances and Storefront: Subject to compliance with requirements, provide aluminum entrance and storefront system products of one of the following: Kawneer Company, Inc.(350 medium style) Amarlite Tubelite b. Door operators for power -assisted doors: Subject to compliance with requirements, provide power door operator products of one of the following: Door-O-Matic - SR Swing (800/543-4635) GyroTech, Inc., Div. of Lanson Industries (414/679-0045) END OF SECTION G&CA #1293 BECTION 08460 - AUTOMATIC ENTRANCE DOORS A. PROJECT INCLUDES 1. Automatic Entrance Doors: a. Exterior units. B. SUBMITTALS 1. Product Data. 2. Door Schedule. C. PRODUCTS 1. Sliding Automatic Entrance Doors: a. Door Operation: Single sliding doors. b. Door Style: Medium stile and rail doors. c. Door Control: Scanning motion detector and Infrared motion dectector automatic controls. d. Operator: Electromechanical operator. e. Aluminum Members: ASTM B 221, B 209 and B 211. f. Steel Reinforcement: ASTM A 36, ASTM A 611 and ASTM A 570. g. Glass and Glazing: Insulating glazing. h. Glazing Color: Clear glass. i. Closers: Concealed mounting. j. Aluminum Finish: Fluoropolymer, Kynar 500. k. Prefabricated aluminum guardrails. Aluminum finish to match doors. 2. Auxiliary Materials: a. Guide rails. b. Push/pulls, door stops. c. Weatherstripping and thresholds. 3. Manufacturers: Subject to compliance with requirements, provide aluminum entrance and storefront system products of one of the following: Dor-O-Matic - Astro Slide (800/543-4635). END OF SECTION AUTOMATIC, ENTRANCE DOORS 08a60 i G&CA #1293 SECTION 08800 - GLA88 AND GLAZING A. PROJECT INCLUDES 1. Glass and Glazing: a. Exterior entrances and storefront. b. Interior relites and glazed openings. c. Doors. e. Mirrors: Silvering and protective coatings. B. QUALITY ASSURANCE 1. Field -Constructed Mock -Up: Each type of glazing. 2. Testing: Glazing performance. C. SUBMITTALS 1. Product Data. 2. Glazing Schedule. D. WARRANTY 1. Glass Warranties: a. Insulating Glass: Manufacturers 10 year warranty. E. PRODUCTS 1. Glass: a. Primary Glass Products: Clear float, and wire glass, 1/4" thick, ASTM C 1036. b. Sealed Insulating Glass Units, ASTM E 774, Class A. 2. Glazing: a. Elastomeric glazing sealants. b. Preformed glazing tapes. c. Glazing gaskets. d. Setting blocks,spacers, and compressible filler rods. F. SCHEDULE 1. Glazing Schedule: a. Interior Metal Relites: 1/4" wire, tempered or float glass as indicated, and required by code. b. Storefront: 1 inch thick insulating unit, clear glass. c. Entrances: 5/8 inch thick insulating unit, clear glass. d. Doors: Tempered or wire glass as indicated. e. Mirrors: 1/4 inch plate glass. END OF SECTION. GLASS AND GLAZING 08800 - 1 G&CA #1293 $ECTION 08920 - GLAZED ALUMINUM CURTAIN WALLS A. PROJECT INCLUDES 1. Aluminum stick -type glazed aluminum curtain wall with interior and exterior exposed metal framing. B. QUALITY ASSURANCE 1. Testing: Pre -construction laboratory mock-up testing and performance testing. 2. Field -Constructed Mock -Up: Typical bay. C. SUBMITTALS 1. Product Data. D. WARRANTY 1. Curtain Wall System Warranty: Manufacturer's 5 year warranty. E. PRODUCTS 1. Glazed. Aluminum Curtain Walls: a. Primary Components: Extruded aluminum framing (2-1/2" nominal), internal reinforcement, insulated spandrel panels, trim, and filler units, sealants, and gaskets. b. Construction: Thermally improved type. c. Anchors, Clips, and Accessories: Aluminum, nonmagnetic stainless steel, or galvanized steel. d. Aluminum Finish: Fluoropolymer, Kynar 500, 3-coat. e. Glass: Heat -strengthened, Single pane, coated, translucent spandrel glass. f. Glazing Color: Standard color, to be selected by Owner. 2. Manufacturers: a. Glazed Aluminum Curtainwalls: Subject to compliance with requirements, provide glazed aluminum curtainwall system products of one of the following: Kawneer Company, Inc.(1600) Amarlite Tubelite END OF SECTION GLAZED ALUMINUM CURTAIN WALLS 08920 1. G&CA #1293 $ECTION 09200 - LATH AND PLASTZA A. PROJECT INCLUDES 1. Repairing and replacing existing lath and plaster at areas of new construction and where otherwise indicated. B. QUALITY ASSURANCE 1. Performance: Fire, structural, and seismic performance meeting requirements of building code and local authorities. C. PRODUCTS 1. Portland Cement Plaster: a. Application: 3 coats over metal lath type. b. Base and Finish Coat Cements: Portland cement, ASTM C 150, Type I or II material. c. Finish Coat: Job -mixed finish coat. d. Finish: To match existing finish. 2. Lath and Plaster Support Systems: a. Metal Supports for Suspended and Furred Ceilings: ASTM C 1063, for portland cement plaster installations. b. Expanded Metal Lath: ASTM C 847, self -furring diamond mesh or rib lath. 3. Auxiliary Materials: a. Corner beads, casing bead, and control joints. b. Bonding compounds and.agents. c. Thermal insulation, mineral -fiber type. END OF SECTION G&CA #1293 SECTION 0925.0 - GYPSUM DRYWALL A. PROJECT INCLUDES 1. Gypsum Drywall Systems: a. Interior walls, partitions, and ceilings for tape and joint compound finish. b. Steel framing systems to receive gypsum board. c. Acoustical batt insulation in gypsum drywall systems. d. Cementitious backer units for application of tile. e. Remodeling gypsum drywall systems at areas of new construction. 2. Gypsum Drywall Attachment: a. Gypsum board screw -attached to steel framing and furring. B. QUALITY ASSURANCE 1. Performance: Fire, structural, and seismic performance meeting requirements of building code and local authorities. C. PRODUCTS 1. Gypsum Board: a. Gypsum Wallboard: ASTM C 36, regular, foil -backed, and fire -rated types, 5/8 inch typical thickness. b. Water -Resistant Gypsum Backing Board: ASTM C 630, regular and fire -rated types, 5/8 inch typical thickness. c. Exterior Gypsum Soffit Board: ASTM C 931, regular and fire -rated types, 5/8 inch typical thickness. d. Joint Treatment: ASTM C 475 and ASTM C 840, 3-coat system. e. Installation Standard: ASTM C 840. 2. Cementitious Backer Units: a. Type: ANSI A 108.1, cement -coated portland cement panels. b. Thickness: 1/2 inch nominal. 3. Trim Accessories: a. Material: Metal trim. b. Types: Cornerbead, edge trim, and control joints. 4. Steel Framing for Walls and Partitions: GYPSUM DRYWALL 09250 - 1 G&CA #1293 a. Steel Studs and Runners: ASTM C 645, 25 gage steel studs, depth as indicated. b. Furring Channels: ASTM C 645, 25 gage. c. Auxiliary Framing Components: Furring brackets, resilient furring channels, Z-furring members, and non- corrosive fasteners. d. Installation Standard: ASTM C 754. 5. Steel Framing for Suspended and Furred Ceilings: a. Furring Channels: ASTM C 645, 20 gage standard channels. b. Accessories: Hangers and inserts. c. Installation Standard: ASTM C 754. 6. Auxiliary Materials: a. Gypsum board screws, ASTM C 1002. b. Concealed acoustical sealant. c. Mineral fiber sound attenuation blankets. END OF SECTION G&CA #1293 SECTION 09262 - GXPSUM SAEATEINQ A. PROJECT INCLUDES 1. Gypsum sheathing substrate for exterior insulation and finish systems. B. QUALITY ASSURANCE 1. Performance: Fire, structural, and seismic performance meeting requirements of building code and local authorities. C. PRODUCTS 1. Gypsum Sheathing Board: a. Type: ASTM C 79, regular and fire -rated types, 1/2 inch typical thickness. b. Construction: Water-resistant core gypsum sheathing board. 2. Auxiliary Materials: a. Polyethylene sheet air infiltration barrier. b. Fasteners, Type S steel drill screws with corrosion - resistant finish. END OF SECTION G&CA #1293 BECTION 09300 - TILX A. PROJECT INCLUDES 1. Interior Tile: a. Wall tile over gypsum wallboard. b. Wall tile over tile backer board at wet areas. c. Floor tile over concrete slab. d. Cast stone tile vanities. e. Wall and column facings. B. QUALITY ASSURANCE 1. Tile Materials: ANSI 118 series standard specifications. 2. Tile Installation: ANSI 108 series standard specifications and Tile Council of America, Handbook for Ceramic Tile Installation. C. SUBMITTALS 1. Product Data D. PRODUCTS 1. Unglazed Ceramic Mosaic Tile: a. Type: Porcelain factory -mounted flat tile with abrasive admixture. b. Size: 2 by 2 inches. c. Thickness: 1/4 inch nominal.. d. Face: Plain face with cushion edges. e. Color, pattern, texture: Manufacturer's price group 3. 2. Glazed Wall Tile: a. Type: Interior type body, flat tile. b. Face: 4-1/4 by 4-1/4 inches. c. Thickness: 5/16 inch nominal thickness. d. Face: Plain face and Patterned face with standard edge. e. Color, pattern, texture: Manufacturer's price group 3. 3. Cast Marble Tiles for Vanities and Wall and Column Facing: a. Type: Polished, flat tile. b. Face: 12 by 12 inches. c. Thickness: 3/8 inch nominal thickness. d. Face: Smooth with square edge. 4. Tile Accessories: a. Matching trim units. TILE 09300 G&CA #1293 5. Setting Materials: a. Dry -set portland cement mortar, ANSI A118.1. 6. Grout: a. Latex-portland cement grout, ANSI A118.6. 7. Setting Accessories: a. Membrane waterproofing where required to replace existing under floor tile. b. Cementitious tile backer board. 8. Elastomeric Sealants: a. One -part mildew -resistant silicone sealant for non - traffic areas. b. Multi -part pourable urethane sealant for traffic areas. 9. Available Manufacturers: Subject to compliance with requirements, products that may be incorporated in the Work include, but are not limited to of one of the following: a. Unglazed Ceramic Mosaic Tile and Glazed Wall Tile: American Olean Tile Co. Dal -Tile Corp. Summitville Tiles, Inc. b. Cast Marble Tiles: American Olean Tile Co. Dal -Tile Corp. E. SCHEDULE 1. Tile Schedule: a. Toilet Room Walls: Replace all existing tile in restrooms with Glazed wall tile on dry -set mortar and latex-portand cement grout. b. Toilet Room Floors: Replace all existing floor tile in restrooms with Unglazed ceramic mosaic tile over concrete slab with dry set mortar and latex-portland cement grout. c. Toilet Room Vanities, and Wall and column facings at mall entrance: Cast marble tiles over cementitious backer board. END OF SECTION TILE 09300 - 2 G&CA #1293 $ECTION 09511 - ACOUSTICAL PANEL CEILINGS A. PROJECT INCLUDES 1. Acoustical lay -in panel ceilings, trim, and exposed metal suspension system. B. QUALITY ASSURANCE 1. Performance: Fire, structural, and seismic performance meeting requirements of building code and local authorities. C. SUBMITTALS 1. Product Data. 2. Shop Drawings. D. PRODUCTS 1. Mineral Base Panels, Water Felted with Painted Finish and Perforated and Fissured Pattern: a. Type, Form, and Finish: ASTM E 1264, Type III, Form 2 with painted finish. b. Pattern, Edge, and Sound Transmission Class: Perforated and fissured with square edge with CSTC 35-40. c. Size: 24 by 48 by 5/8 inches. 2. Direct -Hung Suspension Systems, Non -Fire -Resistance Rated: a. Type: Wide -face, single -web steel, intermediate duty classification, ASTM C 635. b. Suspension System Accessories: Attachment devices and hangers, ASTM C 635. c. Cap Material: Painted steel finish. 3. Auxiliary Materials: a. Edge molding and trim. b. Concealed acoustical sealant. c. Seismic bracing per local authorities requirements. 4. Manufacturers: a. Subject to compliance with requirements, provide acoustical panel ceiling products of one of the following: Armstrong.(Minaboard) Celotex (Hytone) USG (Auratone) END OF SECTION ACOUSTICAL PANEL CEILINGS. 09511 - 1 G&CA #1293 BECTION 09900 - PAINTINQ A. PROJECT INCLUDES 1. Painting and surface preparation for exterior surfaces as scheduled. B. QUALITY ASSURANCE 1. Regulations: Compliance with VOC and•environmental regulations. C. PRODUCTS 1. First -line commercial -quality products for all coating systems. D. EXTERIOR PAINT SCHEDULE 1. Concrete, Stucco, and Masonry (Except Concrete Masonry Units) to Receive Lusterless Acrylic Finish: 2 coats exterior acrylic emulsion. 2. Concrete Masonry Units to Receive Lusterless Acrylic Finish: 1 coat latex block filler, 2 coats exterior acrylic emulsion. 3. Zinc -Coated Metal (Steel Doors and Frames) to Receive Lusterless Alkyd Enamel Finish: 1 coat galvanized ,metal primer, 2 coats lusterless alkyd enamel. 4. Aluminum (new roOf.edge flashing) to Receive Lusterless Alkyd:Enamel Finish: 1 coat alkyd -type zinc chromate primer, 2 coats lusterleSs alkyd enamel.. END OF SECTION G&CA #1293 ,$EOTION 10155 - TOILET COMPARTMENTS A. PROJECT INCLUDES 1. Toilet compartments and screens. B. SUBMITTALS 1. Product Data. 2. Shop Drawings. C. PRODUCTS 1. Type and Mounting: a. Compartments: Floor -anchored. b. Screens: Wall -hung and Floor -anchored. c. Style: Standard privacy style. 2. Toilet Compartment Materials: a. Metal Toilet Compartments with Baked Enamel Finish: ASTM A 591, Class C, galvanized bonderized steel with baked enamel finish. 3. Accessories: a. Combination door stop/coat hook at the back of each door. END OF SECTION G&CA #1293 ,$ECTION 10605 - WIRE MESH PARTITIONS A. PROJECT INCLUDES 1. Wire Mesh Fabrications: a. Wire mesh partitions. B. PRODUCTS 1. Wire Mesh: a. Partition Type: Standard duty, 10 gage crimped steel wire, 1-1/2 inch diamond mesh. b. Framing: Cold -rolled steel channels. 2. Accessories: a. Hinged door with lock and hardware. b. Line posts. END OF SECTION G&CA #1293 ,SECTION 10800 - TOILET ACCESSORIES A. PROJECT INCLUDES 1. Toilet accessories. B. PRODUCTS 1. Toilet Accessories: a. Hand Dryers: Surface Mounted, Touch button operation, 115V AC (verify), White color (Bobrick B-731). b. Toilet tissue dispensers: Jumbo roll (Scott #78052). c. Waste receptacles: Swing Top freestanding, Satin Stainless Steel Finish (Bobrick B-2250). d. Grab bars - Concealed Mounting, Stainless steel (Bobrick B6806 - 36x48). e. Sanitary napkin vendors: Surface Mounted (Scott #78031- 025) . f. Sanitary napkin disposal: Surface Mounted, Stainless steel (Bobrick #B-270) . g. Soap dispensers: Liquid type, wall mounted (Softcare #42219) . h. Seat cover dispensers: (Scott #78018). i. Disposable Diaper Dispenser: Locate one at each diaper changing station location (Scott #78062). j. Diaper changing stations: (American Infant Care Products #40696). k. Metal framed mirrors: Stainless steel angle framed (Bobrick #B-290 18" x 30"). 1. Folding Utility Shelf: Pull down shelf - locate in each women's toilet compartment (Bobrick #B-287). 2. Materials and Finishes: a. Stainless Steel: AISI Type 302 or 304, No. 4 polished finish. b. Chromium Plated Brass or Steel: ASTM B 456, Type SC 2. c. Baked Enamel on Steel: Factory -applied gloss white. 3. Manufacturers: Subject to compliance with requirements, provide toilet accessory products of the following: Bobrick Washroom Equipment, Inc. Scott products: Schwartz Paper Co. (708)966-2550. Diaper Changing Station : AICP (612)926-1523 END OF SECTION TOILET. ACCESSORIES 10800 - 1 G&CA #1293 $ECTION 11160 - LOADING DOCK EOUIPMENT A. PROJECT INCLUDES 1. Loading dock equipment. B. SUBMITTALS 1. Product Data. 2. Shop Drawings. C. PRODUCTS 1. Dock Bumpers: a. Type: Laminated tread, vertical mounted. b. Size: 4-1/2" x 24" x 13" overall. 2. Dock Levelers: a. Type: Hydraulic, recessed in dock. b. Rated Capacity: 25,000 pounds. c. Controls: Remote control station. d. Size: 12'long by 6' wide. 3. Dock Seals: a. Type: Fabric covered foam pads at dock head and jamb. b. Cover Fabric: Vinyl, 40 oz./sq. yd. c. Accessories: Guide strips, pleated protectors. d. Frame : 14 ga. formed steel on sides and head. 4. Available Manufacturers: Subject to compliance with requirements, provide loading dock products of one of the following: a. Dock Bumpers: Kelley Company, Inc. Durable Corporation Schuyler Rubber Co., Inc. b. Dock Levelers: Kelley Company, Inc. (Dyna-Load) Serco (HL Series) c. Dock Seals: Kelley Company, Inc. Frommelt END OF SECTION LOADING DOCK EQUIPMENT 11160 1 93-218 SEARS SOUTHCENTER PART 1.00 - GENERAL 1.01 DESCRIPTION A. GENERAL REQUIREMENTS Drawings and General provisions of the Contract, including General and other Conditions and Divi- sion 1 - General Requirements sections, apply to the work specified in this Section. B. WORK INCLUDED 1. Include all labor, material equipment, trans- portation and services to furnish and install complete mechanical systems as shown on the drawings and herein specified. The work includes, but is not limited to: a. All plumbing work. b. All fixtures shown. c. Connection to all utilities. d. Ventilation. e. Heating and Air Conditioning. f. Insulation. g. Temperature controls. 1.02 SUBMITTALS A. Refer to instructions in Division 1 as they apply to work in this section. B. Contractor shall submit for review, six copies of shop drawings, literature, and equipment list within 30 days after contract is let. Include control diagrams. C. Submit prior to fabrication or delivery. D. Submit complete, at one time. Partial submittals will not be considered. E. Catalog sheets shall be complete and the item or model to be used shall be clearly marked. F. Form: Submittals shall be in booklet form. The data shall be arranged and indexed under basic categories. A typewritten index shall be included with dividers and identifying tabs between sec- tions and references to sections of the specifications. DIVISION 15 SECTION 15010 PAGE 1 OF 9 GENERAL MECHANICAL PROVISIONS 93-218 SEARS SOUTHCENTER 1.04 HANDLING A. Deliver packaged materials in unbroken packages, manufacturer's label thereon; do not open packages or remove labels until Architect inspects and approves. 1.05 ALTERNATES A. See Section 01030. PART 2.00 - PRODUCTS 2.01 MATERIALS A. All materials shall be new and best of their kind. They shall be U.S. made and bear the U.L. label where possible. B. All equipment shall be regularly catalogued items of the manufacturer and in use for at least two years -Ind shall be supplied as a complete unit in accordance with the manufacturer's standard specifications and any optional items required for proper installation for the equipment unless oth- erwise noted. All equipment and materials shall be installed in accordance with the manufacturer's recommendations and best trade practices. 2.02 SUBSTITUTIONS A. In all cases in this specification where an article is followed by the words "or equal", the Architect is the sole judge of the quality of the proposed substitution. Substitutions will only be considered in accordance with Section 01630. B. When the Architect approves a substitution, the approval is given with the understanding that the Contractor guarantees the article or material substituted to be equal to or better in every respect than the article or material specified. The Contractor shall also assume complete responsibility that the article or material will fit the job as far as space, access and servicing requirements. C. Where several materials are specified by name for one use, select for use any of those so specified. DIVISION 15 SECTION 15010 PAGE 2 OF 9 GENERAL MECHANICAL PROVISIONS 93-218 SEARS SOUTHCENTER D. Whenever item or class of material is specified exclusively by detail specification, trade name, manufacturer's name or by catalog reference, use only such item, unless written approval is given for substitution prior to bid. Submit written requests at least 10 days prior to bid opening. E. Make no substitutions for materials, articles or process required under contract unless written approval is obtained. See Section 01630. PART 3.00 - EXECUTION 3.01 DRAWINGS A. The mechanical drawings are generally diagrammatic. Complete details of the building which affect the mechanical installation may not be shown. For additional details, the Contractor is referred to all drawings within this contract. 3.02 CODES, ORDINANCES AND PERMITS A. All work shall comply with all codes and ordinances. Take out and pay for all inspection fees and permits. Compliance with codes and ordinances shall be at the Contractor's expense. Include all connection fees in Bid. 3.03 MEASUREMENTS A. Verify all measurements at the job site. Locate all equipment and fixtures on the centers of walls, openings, spaces, etc. Check all piping, ducts, etc. to clear openings. 3.04 TESTING A. Test all piping before backfilling or covering. The Architect or a representative is to be present at all tests. Notify him at least 48 hours before an expected test. B. WATER PIPING Test all water piping systems at 125 psi water pressure and hold for four (4) hours. Test in sections before covering. Test entire system when completely installed. Repair any defects shown by test and retest until entirely tight. DIVISION 15 SECTION 15010 PAGE 3 OF 9 GENERAL MECHANICAL PROVISIONS 93-218 SEARS SOUTHCENTER C. WASTE AND SEWER PIPING Test all waste, sewer and vent piping by filling with water to roof. Hold for four hours. Test in sections as work progresses. Repair any defects shown by test and retest until entirely tight. D. GAS PIPING Test all piping with soapy water at 60 psi. Repair all leaks. 3.05 CLEANING UP AND HOUSEKEEPING A. Leave all equipment clean and ready for use. B. Remove all labels, paint, plaster, etc., from fixtures, equipment and piping. C. At final completion, remove all rubbish and waste resulting from the work from the site. D. On a periodic basis, remove all piping, duct scraps, etc., from working areas and site so that an orderly construction may continue. 3.06 OPERATING INSTRUCTIONS AND MAINTENANCE MANUALS A. SCOPE: 1. Provide complete operating and maintenance instructions and catalog sheets for all equipment. 2. Refer to instructions in Section 01730 for work in this section. 3. Deliver booklets to the Architect before final inspection. B. CONTENTS: Each booklet shall contain sheets, maintenance instructions and parts list as follows: 1. Basic description of all systems. 2. Description of routine maintenance required for each component, including oiling instructions. 3. Suggested frequency of maintenance. 4. List of lubricants. 5. Parts list of all equipment. 6. Operating instructions on all equipment. 7. Controls. 8. Mechanical as -built drawings. 9. Trouble -shooting list. 10. List of fuse sizes for all mechanical equipment. DIVISION 15 SECTION 15010 PAGE 4 OF 9 GENERAL MECHANICAL PROVISIONS 93-218 SEARS SOUTHCENTER 3.07 RECORD DRAWINGS A. Provide the Architect with record drawings. Record drawings shall be new, reproducible and shall show the measured locations of all concerned portions of the work and shall show all changes the Contractor has made. B. Drawings must show all addendum items, change orders and deviations from the plans. 3.08 CUTTING AND PATCHING A. Do all cutting and patching required for the work. Cutting of structural members shall be done with Architect's approval. Patching shall match the surrounding area. 3.09 INTERFERENCE A. The Mechanical Contractor's attention is called to the restricted space for installation of mechani- cal systems. Offsets, rerouting and coordination will be required to fit all elements in available space and the Mechanical Contractor shall include provisions for such in his bid. B. Ductwork and light fixtures take precedence over piping and all piping shall be routed to clear these. C. Ductwork shall be installed as required to clear light fixtures. Provide offsets, V or sleeves as required. 3.10 WORKMANSHIP A. All work shall be installed in accordance with best trade practice. Any substandard workmanship shall be removed and replaced at no extra cost to the Owner. 3.11 GENERAL COMPLETION, STARTUP A. Work Included: Furnish material and labor required to perform startup of equipment and systems installed in project and provide operating instructions to the Owner. DIVISION 15 SECTION 15010 PAGE 5 OF 9 GENERAL MECHANICAL PROVISIONS 93-218 SEARS SOUTHCENTER B. General Requirements: 1. Adhere strictly to following procedures in starting up of mechanical systems. 2. Inspect bearings for cleanliness and alignment and remove any foreign materials found. Grease as necessary and in accordance with manufacturer's recommendations. Replace hearings that run rough or noisy. 3. Adjust tension in V belt drives, adjust varipitch sheaves and drives for proper equipment speed. Change belts and sheaves if necessary to obtain proper equipment speed, remove any foreign materials from sheaves or belts before starting operations, adjust drives for alignment of sheaves and V belts. Construe proper speed as that which produces intended performance. 4. Adjust direct drives for proper alignment of flexible couplings, provide lubrication of particular couplings so required, check security of couplings to driver and driven shafts, set drive components to assure free rotation with no undesirable stresses present on coupling or attached equipment. 5. Check pump packing glands or mechanical seals for cleanliness and adjustment before running pump. Inspect shaft sleeves for scoring and proper placement of packing, replace if necessary. Inspect mechanical faces, chambers and seal rings and replace if necessary. Make sure piping system is free of dirt and scale before circulating liquid through pumps. Check for proper rotation direction. Rewire as necessary. 6. Tighten flanges and packing glands after system has been placed in operation. Replace gaskets in flanges that show any signs of leakage after tightening. 7. Inspect both hand and automatic control valves, clean bonnets and stems, tighten packing glands to assure no leakage, but permit valve stems to operate without galling. Replace packing in valves that require same to retain maximum adjustment DIVISION 15 SECTION 15010 PAGE 6 OF 9 GENERAL MECHANICAL PROVISIONS 93-218 SEARS SOUTHCENTER after system is judged complete. Replace entire packing in any valve that continues to leak after adjustment, remove and repair bonnets that leak, coat packing gland threads and valve stems with surface preparation similar to Molycote or FelPro after cleaning. 8. Inspect and make certain that all control and balancing valve seats are free from foreign material and are properly positioned for intended service. Operate system with control valves wide open for a minimum of 24 hours before balancing. Clean strainers, etc., then balance. See #10 below. 9. Inspect screwed joints for leakage and remake each joint that appears to be faulty. Do not wait for rust to form. Clean threads on both parts, apply compound and remake joint. 10. C;.ean strainers, dirt pockets, orifices, valve seats and headers in all fluid systems after system has been placed in operation to assure they are being free from foreign materials. 11. Open air vents, remove operating elements. Clean Thoroughly, replace internals and put back into operation. 12. Adjust pipe hangers and supports for correct pitch and alignment. 13. Remove rust, scale and foreign materials from equipment and renew any defaced surfaces. If equipment is badly marred, Engineer shall have authority to request that new materials be provided. 14. Replace air filters at completion of job. See Section 15880-3.01E. 15. Inspect each pressure gauge and thermometer for calibration and replace those that are defaced, broken or read incorrectly. 16. Repair insulation that may be damaged. 17. After each system has been put into operation, repeat certain checks described in preceding paragraphs. DIVISION 15 SECTION 15010 PAGE 7 OF 9 GENERAL MECHANICAL PROVISIONS 93-218 SEARS SOUTHCENTER 18. Complete all applicable startup procedures described in preceding paragraphs and in the associated articles for particular systems prior to occupancy of building. 19. Provide such continuing adjustment services as necessary to insure proper functioning of ail mechanical systems after building occupancy and during guarantee period. C. A pre -startup coordination meeting shall be scheduled for the specific purpose of achieving a coordinated systems start-up, with Engineer and Construction Manager. Provide 16 hours of start- up instruction for School District Personnel. Video tape entire start-up procedure for the School District for future reference. D. The Mechanical Contractor, Ventilation Contractor, Temperature Control Contractor, and Balancing Contractor shall be present at the pre -startup meeting and at the initial startup of each mechanical system. E. The Mechanical Contractor shall bear prime responsibility for startup of all heating and cooling systems. F. The Ventilation Contractor shall bear prime responsibility for startup of all fan systems installed exclusively by him (i.e. Toilet Exhaust Systems, Ventilation Systems, etc.). G. If a piece of equipment is not performing satisfactorily during testing and balancing, the Balancing Contractor shall notify the installing contractor for corrective action. H. All involved Contractors shall submit to the decision of the Construction Manager and Engineer, collectively, of any conflict of responsibility limited to whether disputed work is included in the contract or not. I. Mechanical Subcontractor shall make all final mechanically related connections to the food service equipment in the Kitchen. DIVISION 15 SECTION 15010 PAGE 8 OF 9 GENERAL MECHANICAL PROVISIONS 93-218 3.12 WARRANTY SEARS SOUTHCENTER A. Mechanical warranty period shall not commence until mechanical work is substantially complete and all mechanical training sessions have been provided. The commencement of the warranty will also be dependent on receipt of approved Operations and Maintenance Manuals. END OF SECTION 15010 DIVISION 15 SECTION 15010 PAGE 9'OF`9 GENERALIC MECHANAL:PROVISIONS 93-218 SEARS SOUTHCENTER PART 1.00 - GENERAL 1.01 DESCRIPTION A. GENERAL REQUIREMENTS Drawings and General provisions of the Contract, including General and other Conditions and Division 1 - General Requirements sections, apply to the work specified in this Section. 1.02 DEFINITIONS A. "Furnish" means supply and deliver to the job site. B. "Install" means build into the work, ready to use in a complete finished and operable system. C. "Approved or Approval" means written approval by the Owner or "Owner's agent". D. "Work" or "Project" means the entire scope of work required by the Contract Documents. E. "Substantial completion" shall mean that the entire project (or readily definable portion thereof if so designated in the contract documents) is acceptable to code enforcement authorities and to the extent required by such authorities, has been inspected and approved by such authorities, and is suitable for occupancy by the owner or occupant for the purpose intended. F. "Provide" means furnish and install for a complete finished and operable system. 1.03 CERTIFICATION A. By submitting a bid on the mechanical system, the mechanical subcontractor acknowledges and/or certifies the following: 1. That he has carefully examined all the drawings and Specifications (including but not limited to architectural, site, utility, structural and electrical drawings and specifications); that he fully understands the drawings and specifications); that he fully understands the Contract requirements and has determined to his satisfaction that DIVISION 15 SECTION 15011 PAGE 1 OF 3 SPECIAL PROVISIONS 93-218 SEARS SOUTHCENTER the drawings and Specifications are adequate to complete the mechanical system; and that he can provide a complete finished and operable system in accordance with the intent of the contract documents. 2. That he has had a reasonable opportunity to discover any ambiguities in the Specifications and drawings or questions with regard to the contract documents and such ambiguities have been brought to the attention of the architect/engineer in writing prior to submitting the bid. 3. That he has reviewed the project progress schedule with the General contractor, fully understands the schedule, and he has verified, prior to submitting a bid, availability of all necessary labor and materials including supervision and office backup, and can comply with the schedule requirements. 4. That there may be changes to the scope of work and that he understands that any proposal submitted for performance of additional work over and above that required by the basic contract will include all costs to the contractor associated with such change including but not limited to labor, materials, subcontracts, equipment, taxes, fees, schedule impact, loss of efficiency, supervision, overhead and profit. 5. That the contract requires him to coordinate his work with that of all other trades and that the responsibility for coordination includes the rerouting, offsets, etc., to fit work in the structure in a manner that is compatible with the work of other trades in the same area. 6. That the routing of the elements of the mechanical system included in the plans is schematic only and that offsets and rerouting probably will be required in installation, and labor and materials have been included for such in his bid. DIVISION 15 SECTION 15011 PAGE 2 OF 3 SPECIAL PROVISIONS t 93-218 SEARS SOUTHCENTER 7. That he has consulted with all affected Utilities and included in his bid all labor and materials to meet all requirements which may be imposed by each utility and has also included in his bid all costs and fees to be paid to such utilities, including temporary services and temporary and permanent connections unless specifically excluded in basic contract Documents. 8. That he understands the submittals of material and equipment to the Architect - Engineer is for the purpose of establishing what the contractor is supplying for the project. Any review undertaken by the Architect/Engineer does not relieve the Contractor of its responsibility to furnish and install all materials and equipment required for its work in the project nor does such review relieve the contractor of his responsibility for coordination with contractors, subcontractors or designers to ensure that such materials and equipment will fit and be suitable for the purpose intended. 9. The contractor agrees to receive the prices set forth in its bid as full compensation for furnishing all the materials and labor which may be required in the prosecution and completion of all work required under the contract documents, and in all respects to complete the contract work to the satisfaction of the Architect/Engineers. 10. Labor and Performance Bond shall be provided by Mechanical and Plumbing Subcontractors as indicated in Supplementary Condition, Paragraph 11.4.1. PART 2 - PRODUCTS Not used. PART 3 - EXECUTION Not used. END OF SECTION 15011 DIVISION 15 SECTION 15011 PAGE 3 OF 3 SPECIAL PROVISIONS 93-218 SEARS SOUTHCENTER PART 1.00 - GENERAL 1.01 DESCRIPTION A. GENERAL REQUIREMENTS Drawings and general provisions of the Contract, including General and other Conditions and Divi- sion 1 - General Requirements sections, apply to the work specified in this Section. 1.02 STANDARDS A. ANSI COMPLIANCE Comply with ANSI A13.1 for lettering size, colors, and installed viewing angles of identification devices. 1.03 SCHEDULES A. Submit valve schedule for each piping system, typewritten and reproduced on 8-1/2" x 11" bond paper. Tabulate valve number, piping system, system abbreviation (as shown on tag), location of valve (room or space), and variations for identification (if any). Mark valves which are intended for emergency shut-off and similar special uses, by special "flags", in margin of schedule. PART 2.00 - PRODUCTS 2.01 PLASTIC PIPE MARKERS A. Provide manufacturer's standard preprinted, flexible or semi -rigid, permanent, color -coded, plastic sheet pipe markers. B. INSULATION Furnish 1" thick molded fiberglass insulation with jacket for each plastic pipe marker to be installed on uninsulated pipes subjected to fluid temperatures of 125 deg. F (52 deg. c) or greater. Cut length to extend 2" beyond each end of plastic pipe marker. C. SMALL PIPES 1. For external diameters less thar. 6" (including insulation if any), provide full - band pipe markers, extending 360 deg. around DIVISION 15 SECTION 15055 PAGE 1 OF 5 MECHANICAL IDENTIFICATION 93-218 SEARS SOUTHCENTER pipe at each location, fastened by one of the following methods: a.� Snap -on application of pre -tensioned semi -rigid plastic pipe marker. b. Adhesive lap joint in pipe marker overlap. c. Laminated or bonded application of pipe marker to pipe (or insulation). d. Taped to pipe (or insulation) with color -coded plastic adhesive tape, not less than 3/4" wide; full circle at both ends of pipe marker, tape lapped 1-1/2". D. LETTERING 1. Manufacturer's standard pre-printed nomenclature which best describes piping system in each instance, as selected by Architect -/Engineer in cases of variance with names as shown or specified. a. Arrows: Print each pipe marker with arrows indicating direction of flow, either integrally with piping system service lettering (to accommodate both directions), or as separate unit of plastic. 2.02 PLASTIC TAPE A. Manufacturer's standard color -coded pressure - sensitive (self-adhesive) vinyl tape, not less than 3 mils thick. B. WIDTH Provide 1-1/2" wide tape markers on pipes with outside diameters (including insulation, if any) of less than 6", 2-1/2" wide tape for larger pipes. 2.03 UNDERGROUND -TYPE PLASTIC LINE MARKER A. Manufacturer's standard permanent, bright -burial service, not less than 6" wide x 4 mils thick. Provide tape with printing which most accurately indicates type of service of buried pipe. 2.04 PLASTIC VALVE TAGS A. Provide manufacturer's standard solid plastic valve tags with printed enamel lettering, with DIVISION 15 SECTION 15055 PAGE 2 OF 5 MECHANICAL IDENTIFICATION 93-218 SEARS SOUTHCENTER piping system abbreviation in approximately 3/16" high letters and sequenced valve numbers approxi- mately 3/8" high, and with 5/32" hole for fas- tener. 2.05 VALVE TAG FASTENERS A. Manufacturer's standard solid brass (wire link or beaded type), or solid brass S-hooks of sizes required for proper attachment of tags to valves, and manufactured specifically for that purpose. 2.06 VALVE SCHEDULE FRAMES A. For each page of valve schedule, provide glazed display frame, with screws for removable mounting on masonry walls. Provide frames of finished hardwood or extruded aluminum, with SSB-grade sheet glass. 2.07 ENGRAVED PLASTIC -LAMINATE SIGNS A. Provide engraved stock melamine plastic laminate, complying with FS L-P-387, engraved with engraver's standard letter style of sizes and wording, black with white core (letter color) except as otherwise indicated, punched for mechanical fastening except where adhesive mounting is necessary because of substrate. B. THICKNESS 1/16" for units up to 20 sq. in. or 8" length; 1/8" for larger units. C. FASTENERS Self -tapping stainless steel screws, except contact -type permanent adhesive where screws cannot or should not penetrate substrate. D. Provide for all equipment. PART 3.00 - EXECUTION 3.01 COORDINATION A. Where identification is to be applied to surfaces which require insulation, painting or other covering or finish including valve tags in finished mechanical spaces, install identification DIVISION 15 SECTION 15055 PAGE 3 OF 5 MECHANICAL IDENTIFICATION 93-218 SEARS SOUTHCENTER after completion of covering and painting. Install identification prior to installation of acoustical ceilings and similar removable concealment. 3.02 PIPING IDENTIFICATION A. Install pipe markers on each system, and include arrows to show normal direction of flow. 3.03 PIPE MARKERS AND COLOR BANDS A. Locate pipe markers and color bands as follows wherever piping is exposed to view in occupied space, machine rooms, accessible maintenance spaces and exterior non -concealed locations. 1. Near each valve and control device. 2. Near each branch, excluding short take -offs for fixtures and terminal units; mark each pipe at branch where there could be question of flow pattern. 3. Near locations where pipes pass through walls or floor/ceilings, or enter non -accessible enclosures. 4. At access doors, manholes and similar access points which permit view of concealed piping. 5. Near major equipment items and other points of origination and termination. 6. Spaced intermediately at maximum spacing of 50' along each piping run, except reduce spacing to 25' in congested areas of piping and equipment. 7. On piping above removable. acoustical ceilings omit intermediately spaced markers. 3.04 UNDERGROUND PIPING IDENTIFICATION A. During backfilling/topsoiling of each exterior underground piping systems, install continuous underground type plastic line marker, located directly over buried line at 6" to 8" below finished grade. Where multiple small lines are buried in common trench and do not exceed overall width of 16", install single line marker. For tile fields and similar installations, mark only edge pipe lines of field. DIVISION 15 SECTION 15055 PAGE 4 OF 5 MECHANICAL IDENTIFICATION 93-218 SEARS SOUTHCENTER 3.05 VALVE IDENTIFICATION A. Provide valve tag on every valve, cock and control devices in each piping system; exclude check valves, valves within factory -fabricated equipment units, plumbing fixture faucets, convenience and lawn -watering hose bibbs, and shutoff valves at plumbing fixtures, HVAC terminal devices and similar rough -in connections of end -use fixtures and units. List each tagged valve in valve schedule for each piping system. 3.06 SCHEDULES A. Mount valve schedule frames and schedules in custodial rooms where indicated or, if not otherwise indicated, where directed by Architect/Engineer. 3.07 MECHANICAL EQUIPMENT IDENTIFICATION A. MECHANICAL EQUIPMENT IDENTIFICATION install engraved plastic laminate sign on or near each major item of mechanical equipment and each operation device. .Provide signs for the following general categories of equipment and operational devices. 1. Fuel -burning units including boilers and heaters. 2. Pumps, compressors and similar motor -driven units. 3. Fans. . 4. Condensing units.. 5. Tanks and pressure vessels. END OF SECTION 15055 DIVISION.,15, SECTION.15055 MECHANICAL. IDENTIFICATION PAGE 5.OF 5 93-218 SEARS SOUTHCENTER PART 1.00 - GENERAL 1.01 DESCRIPTION A. GENERAL REQUIREMENTS Drawings and general provisions of the Contract, including General and other Conditions and Divi- sion 1 - General Requirements sections, apply to the work specified in this section. 1.02 STANDARDS A. MSS STANDARD COMPLIANCE Comply with the following: 1. Provide pipe hangers and supports of which materials, design, and manufacture comply with MSS SP-58. 2. Select and apply pipe hangers and supports, complying with MSS SP-69... 3. Fabricate and install pipe hangers and supports complying with MSS SP-89. 4. Terminology used in this section is defined in MSS SP-90. 1.03 SUBMITTALS A. Submit catalog cuts, specifications, installation instructions, and dimensioned drawings for each type of support, anchor and seal. 1.04 GENERAL A. Except as otherwise indicated, provide factory - fabricated pipe hangers and supports complying with MSS SP-58, of one of the following MSS types listed, selected by Installer to suit piping systems, in accordance with MSS SP-69 and manufacturer's published product information. Use only one type by one manufacturer for each piping service. Select size of hangers and supports to exactly fit around piping insulation with saddle or shield for insulated piping. Provide copper- plated hangers and supports for copper -piping systems. DIVISION 15 SECTION 15090 PAGE 1 OF 6 SUPPORTS, ANCHORS, AND SEALS 93-218 SEARS SOUTHCENTER PART 2.00 - PRODUCTS 2.01 HORIZONTAL -PIPING HANGERS AND SUPPORTS A. ADJUSTABLE STEEL CLEVISES MSS Type 1. B. ALLOY STEEL PIPE CLAMPS MSS Type 2. C. STEEL PIPE CLAMPS MSS Type 4. D. PIPE HANGERS MSS Type 5. E. ADJUSTABLE BAND HANGERS MSS Type 9. F. SPLIT PIPE RINGS MSS Type 11. G. PIPE SLICES AND SLIDE PLATES MSS Type 35, including one of the following plate types: 1. Plate: Guided type. 2.02 HANGER -ROD ATTACHMENTS A. STEEL TURNBUCKLES MSS Type 13. B. STEEL CLEVISES MSS Type 14. 2.03 BUILDING ATTACHMENTS A. CONCRETE INSERTS MSS Type 18. B. TOP BEAM C-CLAMPS MSS Type 19. C. SIDE BEAM OR CHANNEL CLAMPS MSS Type 20. D. C-CLAMPS MSS Type 23. DIVISION 15 SECTION 15090 PAGE 2 OF 6 SUPPORTS, ANCHORS, AND SEALS 93-218 SEARS SOUTHCENTER E. STEEL BRACKETS One of the following for indicated loading: 1. Light Duty: MSS Type 31. 2. Medium Duty: MSS Type 32. 3. Heavy Duty: MSS Type 33. F. SIDE BEAM BRACKETS MSS Type 34. 2.04 SADDLES AND SHIELDS A. Provide saddles or shields under piping hangers and supports, factory -fabricated, for all insulated piping. Saddles or shields shall be constructed of 24 gauge galvanized steel jacket 4" long. The insulation insert shall be made of hydrous calcium silicate 6" long extending 1" beyond each end of the galvanized shield, for ease in making lag butt joint. The hydrous calcium silicate insulation shall be bonded to the galvanized shield with a sodium silicate based adhesive. The inserts shall have the following characteristics: Compressive strength - 100 p.s.i. average Flexural strength - 75 p.s.i. average K Factor = .228 @ 100 degrees F. mean Working Temperature range = 20°F to 1500°F Manufacturer: Mechanical Pipe Shields or, approved equal. 2.05 FLASHING MATERIALS A. Furnish flashings for each penetration of mechanical systems through roof or waterproof membranes to installer responsible for installation of flashings, as specified in Division-7 sections. Installation; not work of this section. 1. Lead Flashing: Provide sheet lead complying with FS QQ-L-201, Grade B; formed from common desilverized pig lead, complying with ASTM B 29; weighing 4.0 lbs./sq. ft., except as otherwise indicated. DIVISION 15 SECTION 15090 PAGE 3 OF 6 SUPPORTS, ANCHORS, AND SEALS 93-218 SEARS SOUTHCENTER 2.06 HEAVY-DUTY STEEL TRAPEZES A. Fabricate from steel shapes selected for loads required; weld steel in accordance with AWS standards. 2.07 PIPE GUIDES A. Provide factory -fabricated guides, of cast semi - steel or heavy fabricated steel, consisting of a bolted two -section outer cylinder and base with a two -section guiding spider bolted tight to pipe. Size guide and spiders to clear pipe and insulation (if any), and cylinder. Provide guides of length recommended by manufacturer to allow indicated travel. 2.08 SEISMIC RESTRAINTS A. Seismic restraints shall be provided for all vibration isolated equipment, both supported and suspended. Restraints (snubbers) shall be designed to allow 1/4" motion in any horizontal direction and with both up and down adjustments to limit vertical or rocking motion to 0.1". Each snubber shall accommodate 2g without distortion. PART 3.00 - EXECUTION 3.01 INSTALLATION A. Install building attachments at required locations within concrete or on structure steel for proper piping support. Space attachments within maximum piping span length indicated in MSS SP-69. Install additional supports at concentrated loads, including valves, flanges, guides, strainers, expansion joints and at changes in direction of piping. B. Install hangers, supports, clamps and attachments to support piping properly from building structure; comply with MSS SP-69. Arrange for grouping of parallel runs of horizontal piping to be supported together on trapeze type hangers where possible. Install supports with maximum spacings complying with MSS SP-69. Where piping of various sizes to be supported together by DIVISION 15 SECTION 15090 PAGE 4 OF 6 SUPPORTS, ANCHORS, AND SEALS 93-218 SEARS SOUTHCENTER trapeze hangers, space hangers for smallest pipe size or install intermediate supports for smaller diameter pipe. Do not use wire or perforated metal to support piping, and do not support piping from other piping. C. Install hangers and supports complete with necessary insert, bolts, rods, nuts, washers and other accessories. Except as otherwise indicated for exposed continuous pipe runs, install hangers and supports of same type and style as installed for adjacent similar piping. D. Prevent electrolysis in support of copper tubing by use of hangers and supports which are copper plated, or by other recognized industry methods. E. Install hangers and supports to allow controlled movement of piping systems and to permit freedom of movement between pipe anchors, and to facilitate action of expansion joints, expansion loops, expansion bends and similar units. F. Install hangers and supports so that piping live and dead loading and stresses from movement will. not be transmitted to connected equipment. G. Install hangers and supports to provide indicated pipe slopes, and so that maximum pipe deflections allowed by ANSI B31 are not exceeded. Comply with the following installation requirements for insulated piping: 1. Clamps: Attach clamps, including spacers (if any), to piping with clamps projecting through insulation; do not exceed pipe stresses allowed by ANSI B31. 2. Shields: Where low -compressive -strength insulation of vapor barriers are indicated on cold or chilled water piping, install coated protective shields. DIVISION 15 .SECTION.15090 SUPPORTS,'ANCHORS, AND.SEALS .PAGE 5 OF 6 93-218 SEARS SOUTHCENTER 3.02 STANDS A. Provide structural steel stands to support equipment not floor mounted or hung from structure. Construct of structural steel members or steel pipe and fittings. Provide factory - fabricated tank saddles or tanks mounted on steel stands END OF SECTION 15090 DIVISION 15 SECTION 15090' SUPPORTS, ANCHORS, AND SEALS." PAGE .6 , OF 6 93-218 SEARS SOUTHCENTER PART 1.00 - GENERAL 1.01 DESCRIPTION A. GENERAL REQUIREMENTS Drawings and general provisions of the Contract, including General and other conditions and Divi- sion 1 - General Requirements sections, apply to the work specified in this Section. 1.02 FLAME/SMOKE RATINGS A. Provide composite mechanical insulation (insulation, jackets, coverings, sealer, mastics and adhesives) with flame spread index at 25 or less, and smoke developed index of 50 or less,. as tested by ASTM E84 (NFPA 225) method. 1.03 SUBMITTALS A. Submit manufacturer's technical product data, installation data, maintenance data and certifications for each type of required insulation. PART 2.00 - PRODUCTS 2.01 MATERIALS A. FIBERGLASS PIPE INSULATION FS HH-I-558, Form D, Type III, Class 12. B. FIBERGLASS PIPE FITTING INSULATION FS HH-I-558, Form E, Class 16. C. FIBERGLASS DUCT INSULATION FS HH-I-558, Form B, Type I, Class 6. D. FIBERGLASS DUCT LINER (SOUNDLINING) FS HH-I-545, Form B, Type L. E. STAPLES, BANDS, WIRES AND CEMENT As recommended by insulation manufacturer for ap- plications indicated. F. ADHESIVES, SEALERS, AND PROTECTIVE FINISHES As recommended by insulation manufacturer for applications indicated. DIVISION 15 SECTION 15250 PAGE 1 OF 4 MECHANICAL INSULATION 93-218 SEARS SOUTHCENTER 2.02 MANUFACTURERS A. ONE OF THE FOLLOWING: 1. CertainTeed Corp., Knauf Fiber Class, Manville Corp., Owens-Corning Fiberglass Corp. 2.03 PIPING SYSTEM INSULATION A. Omit insulation on exposed plumbing fixture run - outs, (except at handicapped fixtures) from face of wall or floor to fixture; on unions, flanges, strainers, flexible connections, and expansion joints. 1. Insulate the following cold piping systems: a. Domestic cold water piping. b. Chilled water piping. 2. Insulate the above with the following insulation: a. Fiberglass, 1" thick exposed, 1/2" thick concealed. 3. Insulate the following hot piping systems: a. Domestic hot water piping. 4. Insulate the above with the following insulation: a. Fiberglass: 1" thick for pipe sizes up to and including 6". 2.04 DUCT INSULATION A. All concealed supply ducts shall be insulated on the outside with flexible glass fiber blanket. All return ducts and fresh air intake ducts shall be insulated in same manner. 1. Insulation shall be furnished with factory applied foil-scrim-kraft facing consisting of aluminum foil reinforced with fiber glass scrim laminated to UL rated kraft. B. All ducts, where shown on the drawings, and within 10' of any fan shall be lined with 1" thick fiber glass duct liner. The liner shall meet the Life Safety Standards as established by NFPA 90A. 1. The duct liner shall have an NRC of not less than .70 based on a No. 6 mounting, a conductance factor not exceeding .26"(1") at 75 deg. F mean temperature, and the product name shall be imprinted on the air stream surface. C. Do not insulate both interior and exterior o ducts. DIVISION 15 SECTION 15250 PAGE 2 OF 4 MECHANICAL INSULATION 93-218 SEARS SOUTHCENTER PART 3.00 - EXECUTION. 3.01 INSULATION - PIPE INSULATION A. Examine areas and conditions under which mechanical insulation will be installed. Do not proceed with work until unsatisfactory conditions have been corrected. B. Install insulation products in accordance with manufacturer's written instructions, and in accordance with recognized industry practices to ensure that insulation serves its intended purpose. C. Instali insulation on mechanical systems subsequent to testing and acceptance of tests. D. Clean and dry mechanical surfaces prior to insulating. Butt insulation joints firmly together to ensure complete and tight fit over surfaces to be covered. E. Maintain integrity of vapor -barrier jackets on mechanical insulation, and protect to prevent puncture or other damage. F. Cover valves, fittings and similar items in each piping system with equivalent thickness and composition or efficiency of insulation as applied to adjoining pipe run. Install factory molded, precut or job fabricated units (at Installer's option) except where specified form or type as indicated. G. Extend mechanical insulation without interruption through walls, floors and similar piping penetrations, except, where otherwise indicated. H. Install protective metal shields and insulated saddles wherever needed to prevent compression of insulation. I. Insulate all hot water and waste pipe on all wall hung lays to protect handicapped people. DIVISION 15 SECTION 15250 PAGE 3 OF 4 MECHANICAL INSULATION 93-218 SEARS SOUTHCENTER 3.02 INSTALLATION - DUCT INSULATION A. Insulation shall be cut slightly longer than circumference of duct to insure full thickness at corners. All insulation shall be applied with edges tightly stitched with staples. Tape the stitched seam with 4" wide pressure sensitive aluminum foil tape or seal joints with two coats of vapor barrier mastic reinforced with one layer of open weave glass fabric. The insulation shall be additionally secured to the bottom of all square ducts 18" or wider by means of welded pins and speed clips. The protruding ends of the pins shall be cut off flush after the speed clips have been applied. The vapor barrier facing shall be thoroughly sealed where the pins have pierced through with a tape of the same material by applying a vapor barrier adhesive to both surfaces as recommended by the manufacturer. 1. All other joints and penetrations of the vapor barrier facing shall be sealed with 4" pressure sensitive aluminum foil tape. All cuts or tears shall be sealed with strips of the aluminum foil tape. B. The duct liner shall be applied with 100% coverage of approved fire resistant adhesive. Liner shall be additionally secured with mechanical fasteners on maximum 15" centers. Fasteners shall start within 2" of the leading edge of each section and within 3" of the leading edge of all cross joints within the duct section. All exposed edges and the leading edge of all cross joints of the liner shall be heavily coated with an approved fire re- sistant adhesive. The duct liner shall be cut to assure snug closing corner joints, the black sur- face of the liner shall face the air stream, transverse joints shall be neatly butted, and any damaged areas shall be heavily coated with an ap- proved fire resistant adhesive. END OF SECTION 15250 DIVISION 15 SECTION 15250 PAGE MECHANICAL INSULATION 4 OF 4 93-218 SEARS SOUTHCENTER PART 1.00 - GENERAL 1.01 DESCRIPTION A. GENERAL REQUIREMENTS Drawings and general provisions of the Contract, including General and other Conditions and Division 1 - General Requirements sections, apply to the work specified in this Section. 1.02 COMPLIANCE A. Comply with applicable Plumbing Code Standards pertaining to materials, products, and installation of domestic water piping. 1.03 SUBMITTALS A. Submit manufacturer's technical product data, assembly -type shop drawings, and maintenance data. PART 2 - PRODUCTS 2.01 GENERAL A. Basic piping materials and products required for work of this section, are specified in Division-15 Basic Materials and Methods sections. Provide products of sizes, ratings, and characteristics indicated, which comply with manufacturer's standard materials, design, and construction in accordance with published product information; provide proper quantity of piping and equipment as required for complete installation. 2.02 PIPE, TUBE AND FITTINGS A. DOMESTIC WATER PIPING 1. Copper Tube: Type L hard -drawn temper; wrought -copper fittings or "pulled tees"; soldered joints with 95-5 solder. Brazed connections where installed under concrete. B. EXTERIOR WATER PIPING 1. 3/4" through 2-1/2": a. Copper Tube: Type K soft or hard annealed temper, wrought -copper fittings; soldered joints with 95-5 solder. DIVISION 15 SECTION 15401 PAGE 1 OF 3 DOMESTIC WATER PIPING 93-218 SEARS SOUTHCENTER 2.03 PIPING SPECIALTIES A. PIPE ESCUTCHEONS Install on each pipe penetration exposed to view in occupied spaces. B. DRIP PANS Install under pipes passing over electrical equipment. C. SUPPORTS, ANCHORS, AND SEALS Provide factory -fabricated hangers, supports, and anchor complying with MSS SP-69. Install complying with MSS SP-89. See 15090 2.04. D. VALVES. Provide one of the following types for each service at Installer's option. 1. Sectional Valves:: a. 2" and Smaller: Gate valves. b. 2" and Smaller: Ball valves. c. 2-1/2" and Larger: Gate valves. d. Install on each branch or riser serving 2 or more fixtures or equipment connections. 2. Shutoff Valves: a. 2" and Smaller: Gate valves. b. 2" and Smaller: Ball valves. c. Install on inlet of each equipment item, and inlet of each fixture. 3. Drain Valves: a. 2" and Smaller: Gate valves. b. Install one each equipment item, base of each riser, and base of each rise or drop in piping system. 4. Check Valves: a. All Sizes: Swing check valves. b. Installation discharge side of each, pump and elsewhere as indicated. 5. Balance Cocks: a. All Sizes: Plug type valves, screwdriver operated. b. •Install on each recirculating water circuit and elsewhere as indicated. METERS AND GAGES 1.• Dial Pressure Gages: Steel case, 4-1/2" diameter, 0-60 psig range. DIVISION 15 SECTION 15401 DOMESTIC WATER PIPING PAGE 2 OF 3 93-218 SEARS SOUTHCENTER 2. Install on water service inlet, pressure regulating valve discharges, pump suction and discharge, and elsewhere as indicated. 3. Tnermometers: 9" industrial, aluminum case, adjustable angle, 30 to 240 deg. F range. 4. Install on hot water heater outlet, and else- where as indicated. PART 3.00 - EXECUTION 3.01 PIPING RUNOUTS TO FIXTURES A. Provide hot and cold water piping runouts to fixtures of sizes indicated, but in no case smaller than required by Uniform Plumbing Code. 3.02 MECHANICAL EOUIPMENT CONNECTION A. Connect hot and cold water piping system to mechanical equipment as indicated, and comply with equipment manufacturer's installation instructions. Provide shutoff valve and union for each connection, provide drain valve on drain connection. 3.03 EXTERIOR PIPING INSTALLATION A. Install exterior water service piping in compliance with local governing. regulations. 3.04 STERILIZATION A. At completion of water service .line installation, flush and sterilize in conformance with AWWA C- 601, to satisfaction of local authorities having jurisdiction. END OF SECTION 15401. DIVISION .15'.-SECTION 15401 DOMESTIC ` WATER PIPING 93-218 SEARS SOUTHCENTER PART 1.00 - GENERAL 1.01 DESCRIPTION A. GENERAL REQUIREMENTS Drawings and general provisions of the Contract, including General and other Conditions and Division 1 - General Requirements sections, apply to the work specified in this Section. 1.02 STANDARDS A. PLUMBING CODE COMPLIANCE Comply with applicable Plumbing Code Standards pertaining to materials, products, and installation of drainage piping and equipment. B. PDI COMPLIANCE Comply with applicable PDI Standards pertaining to produces and installation of soil and waste piping systems. C. SUBMITTALS Submit manufacturer's technical product data, assembly -type shop drawings, and maintenance data. PART 2.00 PRODUCTS 2.01 GENERAL A. Basic piping materials and products required for this section, are specified in Division 15 Pipe, Tube & Fittings section. Provide products of types, sizes, ratings, and characteristics indicated, which comply with manufacturer's standard materials, design, and construction in accordance with published product information; provide proper quantity of piping and equipment as required for complete installation. 2.02 PIPES, TUBES AND FITTINGS A. Provide one of the following selections at Installer's option: 1. Copper Tube: Type DWV, cast -bronze, solder - joint drainage pattern fittings, solder joints. 2. Cast -Iron Hub -and -Spigot Soil Pipe: Service weight, cast iron hub -and -spigot soil pipe fittings with compression gaskets. DIVISION 15 SECTION 15405 PAGE 1 OF 5 SOIL & WASTE PIPING SYSTEM 93-218 SEARS SOUTHCENTER 3. Cast -Iron Hubless Soil Pipe: Service weight cast-iron hubless soil pipe fittings; hubless joints. 4. Galvanized Steel Pipe: Schedule 40, Class 125 galvanized cast-iron, drainage pattern fittings, screwed joints. 5. Roof Drain Pipe: ASTM A-120 Schedule 40 galvanized steel, ASTM A-47 galvanized malliable iron, 150 pound, threaded fittings. B. SUPPORTS, ANCHORS AND SEALS Provide factory -fabricated hangers, supports and anchors complying with MSS SP-69. Install, com- plying with MSS SP-89. C. DRAINAGE PIPING PRODUCTS 1. Cleanout Plugs: Cast -bronze or brass, threads complying with ANSI B2.1, countersunk head. Install in cleanouts as indicated and as required by Plumbing Code. D. FLOOR CLEANOUTS Cast-iron body and frame; adjustable round top as follows: 1. Nickel -Bronze Top: Pattern to suit adjacent floor finish. Install in occupied areas. 2. Cast -Iron Top: Pattern to suit adjacent floor finish. Install in unoccupied areas. E. DRAINAGE PIPING PRODUCTS MANUFACTURER Josam, Smith, Wade or Zurn. F. FLOOR DRAINS (FD-1) 1. General: Provide Duco Cast -Iron body and flashing collar with protector cap and nickel bronze adjustable strainer head with secured square hole, vandal -proof grate. 2" outlet (unless shown otherwise on drawing), square or round top. 2. Manufacturer: J.R. Smith 2010-B or Josam, Wade or Zurn. G. FLOOR SINKS (FS-1) 1. Provide cast iron flanged receptor with acid resistant coated interior and nickel bronze r,im and secured grate. Drain shall be minimum 6" drop and 3" outlet (unless shown otherwise on drawings). 2. Manufacturer: FS-1, J.R. Smith 3100-10, or Josam, Wade or Zurn. DIVISION 15 SECTION 15405 PAGE 2 OF 5 SOIL & WASTE PIPING SYSTEM 93-218 SEARS SOUTHCENTER PART 3.00 - EXECUTION 3.01 GENERAL A. EQUIPMENT CONNECTIONS Provide soil and waste piping runouts to plumbing fixtuz%s and drains, with approved trap, or sizes indicted; but in no case smaller than required by Plumbing Code. B. Locate piping runouts as close as possible to bottom of floor slab supporting fixtures or drains. C. PIPING TESTS 1. Test soil and waste piping system in accordance with requirements of National Standard Plumbing Code. D. Coordinate with soil and waste piping as necessary to interface floor drains with drainage piping systems. E. Install drain flashing collar or flange so that no leakag°l occurs between drain and adjoining flooring. Maintain integrity of waterproof membranes, where penetrated. 3.02 SEWER LINES A. INSTALLATION Install underground building drains as indicated and in accordance with Plumbing Code. Lay underground building drains beginning at low point of systems, true to grades and alignment indicated with unbroken continuity of invert. Place bell ends of piping facing upstream. Install required gaskets in accordance with manufacturer's recommendations for use of lubricants, cements, and other special installation requirements. Clean interior of piping of dirt and other superfluous material as work progresses. Maintain swab or drag in line and pull past each joint as it is completed. Place plugs in ends of uncompleted piping at end of day or whenever work stops. DIVISION 15 SECTION 15405 PAGE 3 OF 5 SOIL & WASTE PIPING SYSTEM 93-218 SEARS SOUTHCENTER B. Install soil and vent piping pitched to drain at minimum slope of 1/4" per ft. (2%) and 1/8" per foot where indicted on drawings. Vent piping may be installed horizontal if required to void conflict with building elements. 3.03 PIPING SPECIALITIES A. PIPE ESCUTCHEONS Install on each pipe penetration exposed to view in occupied spaces. B. DRIP PANS Install under pipes passing over electrical equipment. C. VANDAL -PROOF VENT CAPS Install on each vent pipe passing through roof. Locate base of cap 6" above roof surface, or higher where required by Plumbing Code. D. SHEET -METAL PIPE SLEEVES Install on each pipe penetration through interior partitions and ceilings. E. CAST-IRON PIPE SLEEVES Install on each pipe penetration except as other- wise indicated. F. SLEEVE SEALS Install in each cast-iron pipe sleeves. END OF SECTION 15405, DIVISION 15 SECTION 15405: .PAGE 4 OF 5 SOIL &' WASTE PIPING . SYSTEM 93-218 SEARS SOUTHCENTER PART 1.00 - GENERAL 1.01 DESCRIPTION A. GENERAL REQUIREMENTS Drawings and general provisions of the Contract, including General and other Conditions and Divi- sion 1 - General Requirements sections, apply to the work specified in this Section. 1.02 WORK INCLUDED A. Provide and install all plumbing fixtures and equipment specified herein and indicated on the drawings. PART 2.00 - PRODUCTS 2.01 PLUMBING FIXTURES A. Provide all plumbing fixtures indicated on drawings and specified herein. Equal units of Haws, Halsey Taylor or American Standard are acceptable. (On Chicago 50-E3 faucets, provide a pin on the spout to prevent it from swinging. B. Fixtures shall be as follows: 1. Fixture P-1 - Water Closet - Kohler Kingston Lite K-4330-ET, Sloan Royal flush valve *max 2.6 gpf), with Olsonite open front white seat and J.R. Smith carrier 2. Fixture P-2 - Urinal.- Kohler Bardon Lite K- 4960-T Sloan Royal Valve with.VB (max 1.0 gpf) and J.R. Smith carrier. Provide beehive drain. 3. Fixture P-3 - Lavatory - Kohler Kingston K- 2005 with Symons S-90-2-G-FR-W faucet, rose spray outlet with 0.5 gpm flow rate, grid drain, supplies and K-13885 offset trap, provide insulation cover over piping and trap below lavatory. 4. Fixture P-4 - Lavatory - Kohler Pennington K- 2195 with Symmons S-90-2-G-FR-W faucet, rose spray outlet with 0.5 gpm flow rate, grid drain, supplies and trap, provide insulation cover over piping and trap below lavatory. DIVISION 15 SECTION 15410 PAGE 1 OF 2 PLUMBING 93-218 SEARS SOUTHCENTER 5. Fixture P-5 - Sink - Just SX-1922-A-GR stainless steel sink, Chicago 786-E3 faucet, J-3S strainer, trap, stops and supplies. 2.02 TRAP PRIMERS A. Provide Precision Plumbing Products Trap Primer Valve Model P-2. Provide Primers for all floor drains in school. 2.03. HYDRANT A. Provide Josam Hydrasan I series 71020 with vacuum breaker, satin finish face and cast bronze box. PART 3.00 - EXECUTION 3.01 FIXTURES A. Fixtures shall be installed where shown on plans, complete: with traps, valves, stops and all fit- tings. All fixtures shall be firmly anchored against movements. Locate in center of area al- lowed. Fixtures shall be installed complete with all fittings and numbers shall include the fit- tings as if they werecompletely listed and specified with each fixture. Provide caulking between wall and fixture on all wall hung. fixtures. Provide 18" of air cushion on HW & CW supply pipes not specified with water hammer arrestors. See architectural plans for mounting heights of.. all fixtures. END OF SECTION 15410 93-218 SEARS SOUTHCENTER PART 1.00 - GENERAL 1.01 DESCRIPTION A. Read the General Conditions, Special Conditions, etc. They are binding to the subcontractor as well as the General Contractor. 1.02 COMPLIANCE A. ANSI Compliance: Provide piping systems in accordance with ANSI standards. B. ASTM Compliance: Provide materials and testing for the piping systems in accordance with ASTM standards. C. ASME Compliance: Provide pressure vessels bearing ASME label. D. UL Compliance: Provide equipment with UL label as applicable and herein specified. E. Provide motor starters as described in Section 15030. 1.03 SUBMITTALS A. Submit manufacturer's technical product data, assembly -type shop drawings, ladder -type wiring. diagrams differentiating between portions of wiring that are factory installed and portions to be field -installed and maintenance data. PART 2.00 - PRODUCTS 2.01 CHILLED WATER SYSTEMS A. Piping shall be type L hard drawn copper piping. B. Fittings: 1. Fittings on copper piping shall be. wrought copper. Joints shall be soldered using 50-50. solder. C. Valves:' Valves shall.be ball DIVISION 15 SECTION 15700. HEATING.& AIR'.CONDITIONING valves. PAGE l OF 3 93-218 SEARS SOUTHCENTER 2. Install on inlet and outlet of each equipment item or terminal unit. D. Valves shall be provided on piping work wherever shown or specified, type as listed in Section 15100 of these specifications. 2.02 INFRARED RADIANT HEATERS (RH) A. Detroit Radiant Products, Co. Model DROH 208 or equal. Aluminum reflector, Incoloy sheeting with nickel and chromium coil in magnesium oxide powder. 2.03 SPECIALTIES A. General: Furnish and install, where indicated on the drawings and as hereinafter specified, chilled water specialties including balancing fittings, automatic air vents, strainers, flexible hoses, thermostats, system flushing and additives. 1. Balancing Valves: Shall be Bell & Gossett "Circuit Setter Plus", with brass body parts and stainless steel internal parts. Valve shall have integral pressure readout ports, memory stop, adjustment knob, plugged drain connection and molded insulation block. Valve shall be used as positive shutoff device at coils only. 2. Automatic Air Vents: Shall be Hoffman #79, with 1/8" copper tube to approved drain location. Provide gate valve in the 1/2" connection to vent. Provide at all high points on system piping with 1/4" copper tube discharge to service sink or drain. 3. Flexible Hose: Shall be stainless steel volute type with brass braid outer envelope. Provide with flanged ends. PART 3.00 EXECUTION 3.01 GENERAL A. Equipment shall be installed per details on drawings and in accordance with manufacturer's recommendations. DIVISION 15 SECTION 15700 PAGE 2 OF 3 HEATING & AIR CONDITIONING 93-218 SEARS SOUTHCENTER PART 1.00 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division-1 Specification sections, apply to work of this section. 1.02 COMPLIANCE A. AMCA Compliance: Test and rate air handling units in accordance with AMCA Standards, provide AMCA Certified Rating Seal. B. ARI Compliance: Test and rate air handling unit coils in accordance with ari 410, provide ARI Certified Rating Seal. C. UL Compliance: Provide electrical components of air handling units which have been listed and labeling by U.L. 1.03 SUBMITTALS A. Submit manufacturer's technical product data, assembly -type shop drawings, ladder -type wiring diagrams differentiating betweenportions of wiring that are factory installed and portions to be field -installed and maintenance data. PART 2.00 - PRODUCTS 2.01 EXHAUST FANS (EF) A. In-Line/Ceiling Exhaust Fans: Penn Cubex fans as scheduled. PART 3.00 - EXECUTION 3.01 INSTALLATION A. Furnish equipment dimensions and locations requirements to the trade providing such construction. B. Install units as indicated and in accordance with manufacturer's recommendations. DIVISION 15 SECTION 15820 PAGE 1 OF 2 AIR DISTRIBUTION EQUIPMENT 93-218 SEARS SOUTHCENTER C. Provide anchorage, seismic restraints, and attachment to building as required by the Code authorities. 3.02 START, TEST AND ADJUST A. Start and test each piece of equipment to manufacturer's specifications. END OF SECTION 15820 DIVISION 15";SECTION 15820 AIR .DISTRIBUTION: EQUIPMENT 93-218 SEARS SOUTHCENTER PART 1.00 - GENERAL 1.01 1.02 DESCRIPTION A. GENERAL REQUIREMENTS Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 - General Requirements sections, apply to the work specified in this Section. WORK INCLUDED A. Include all labor, materials, equipment transportation and services to furnish and install complete all ductwork and related systems specified herein and indicated on the drawing. PART 2.00 - PRODUCTS 2.01 SHEETMETAL WORK A•. Furnish all ductwork as shown on plans. Ductwork in general is low pressure. All ductwork construction shall comply with SMACNA Standards and Uniform Mechanical Code Standards. B. Prior to any fabricating of sheet metal work, the Mechanical Contractor shall carefully measure (at the site) available space for sheet metal work. He shall prepare large scale shop drawings of sheet metal work showing all other elements of the building including piping and electrical so all are coordinated and fit available space. The shop drawings will not be reviewed by the Architect, but evidence of the completion of them will be submitted to the Architect. C. Longitudinal seams in ducts shall be flat, double lock type. Pittsburgh type. D. Transverse follows: Max. Side Up to 30" 31" to 60" 61" and Up seams shall be of type Type Drive Slip 1-1/2" Pocket Slip 1-1/2" Pocket Slip and spacing as Spacing 7'-10" 7'-10" 3'- 9" Cross break panels 18" and over in width. DIVISION 15 SECTION 15840 PAGE 1 OF 4 DUCTWORK 93-218 SEARS SOUTHCENTER E. Standing seams are not acceptable on any ductwork. F. RIVETING The slipjointin pocket slip seams shall be riveted using not less than one rivet per face and maximum spacing of 2'-0". G. DAMPERS Provide dampers and quadrants in ductwork as necessary for balancing. Provide one damper in the duct leading to each supply or exhaust opening. Dampers shall be located in an accessible location. Dampers shall be fitted with Parker Kalon damper bearings and Parker Kalon No. 195T quadrants. Dampers shall be of 20 ga. G.I. single plate type with edges hemmed. For dampers above finished ceilings, provide Young Regulator concealed damper operators. Adjustable splitter dampers to be Young Regulator 890B. H. ACCESS DOORS Access doors shall be provided by this Contractor in finished walls or ceilings where required to reach mechanical equipment. Manufacturer: Milcor. I. FLEXIBLE DUCT Insulated low pressure flexible duct shall be a factory fabricated assembly consisting of a zinc - coated spring steel helix, non -perforated inner liner, wrapped with a nominal 1" thick by 1 lb/cu. ft. density fiberglass insulation. The assembly shall be sheathed in a vapor barrier jacket, factory sealed at both ends of each section, thus assuring the vapor resistance of each section as well as the completed installation. The composite assembly including insulation and vapor barrier shall meet the Class 1 requirements of NFPA Bulletin No. 90-A and be labeled by UL with a flame spread rating of 25 or less and a smoke developed rating of 50 or under. Flexible ducts shall be installed in a fully extended length required to make the connection. Where horizontal support is required, flexible duct shall be suspended on 36" centers with a minimum 3/4" wide flat banding material. All joints and connections shall be made with 1/2" wide positive locking steel straps. Provide spin -in fittings for connection to truck duct. Manufacturer: Greenflex Type-SL-1. DIVISION 15 SECTION 15840 PAGE 2 OF 4 DUCTWORK 93-218 SEARS SOUTHCENTER PART 3.00 - EXECUTION 3.01 SHEET METAL WORK A. Partitions forming plenums or casings shall be #18 ga., with galvanized iron angles and rivets for seam connection and stiffening. All joints and standing seams shall be taped with 3M No. 474 vinyl plastic tape. B. Cork gaskets shall be installed between all connections of sheet metal to coil and filter casings. C. Sheet metal connections of plenums and air chambers to wall and floors shall be made with galvanized angles anchored to wall or floor construction with anchor bolts with sheet metal bolted or riveted to angles. Mastic sealer shall be installed at connection of angles to sheet metal to provide air -tight joints. Provide access doors in plenums and chambers with handles operated from both sides, Ventlock No. 205 or approved substitute. D. Doors in sheet metal duct for access to dampers shall be #18 ga., framed with steel angle. E. Connect all grilles to ductwork. Paint the inside, of the duct a dull black at all grilles. F. All air inlets and outlets to outside shall have birdscreens and backdraft damper where motorized damper is not indicated. G. All ducts through roof shall be flashed water- tight. All ducts thru walls and ceilings shall have angle enclosures. H. Connections of all ducts to all equipment shall be made with Neoprene. I. Elbows shall have an inside radius equal to 1/2 the duct width. Square elbows shall have duct turns, T&B or approved substitute. Use square elbows wherever around elbow cannot be equal. Square inside elbow and round outside elbow not permitted. DIVISION 15 SECTION 15840 PAGE 3 OF 4 DUCTWORK 93-218 SEARS SOUTHCENTER J. Supporter shall be galvanized strap or angle iron hangers, arranged to prevent any bulging, bending, or sagging of ductwork. Under no condition shall hangers pierce the ducts. Vertical ducts shall be supported at each floor with 18 ga. formed angle. K. Tape all joints in ducts with 3M No. 474 vinyl plastic tape. L. HANGERS 1. Provide hangers on all ductwork. 2. Hangers for circular ducts and tubing: A #18 gauge galvanized sheet steel strap shall be wrapped around the duct at each point of support. For concealed work this strap shall be bolted to a strap hanger of similar gauge and width; for exposed work, bolted to a steel rod hanger in each case, rod hanger 1/4" size for ducts up to 10" size, 3/8" size for larger ducts. Width of galvanized steel strap wrapped around the duct shall not be less than 1" in any case; where ducts are in excess of 10" in diameter shall be 2". 3. Spacing of hangers shall not exceed 10'-0" on centers in any case; where ducts are insu- lated and are in excess of 10" in size, spacing shall not exceed 8'-0". END OF SECTION 15840 DIVISION 15 SECTION 15840 PAGE 4 OF 4 DUCTWORK 93-218 SEARS SOUTHCENTER PART 1.00 - GENERAL 1.01 DESCRIPTION A. GENERAL REQUIREMENTS Drawings and general provisions of the Contract, including General and other. Conditions and Division 1 - General Requirements sections, apply to the work specified in this Section. 1.02 COMPLIANCES A. ADC COMPLIANCE Test and rate registers, grilles, and diffusers in accordance with ADC Equipment Test Code 1062R4, provide Certified Ratings Seal on each unit. B. AMCA COMPLIANCE Test and rate louvers, dampers, and shutters in accordance with AMCA Standard 500, provide Certified Ratings Seal on each unit. 1.03 SUBMITTALS A. Submit manufacturer's technical product data, assembly -type shop drawings, and maintenance data. PART 2.00 - PRODUCTS 2.01 CEILING AIR DIFFUSERS A. GENERAL Except as otherwise indicated, provide manufacturer's standard ceiling air diffusers with size, shape, capacity and type indicated; constructed of materials and components indicated; constructed of materials and components as indicated, and as required for complete installation. Provide fire dampers in rated ceilings. B. CEILING COMPATIBILITY Provide diffusers with border styles that are compatible with adjacent ceiling systems, and that are specifically manufactured to fit into ceiling module with accurate fit and adequate support. Refer to general construction drawings and specifications for types of ceiling systems which will contain each type of ceiling air diffuser. DIVISION 15 SECTION 15870 PAGE 1 OF 3 OUTLETS AND INLETS 93-218 SEARS SOUTHCENTER C. TYPES Provide ceiling diffusers of type, capacity, and with accessories and finishes as listed. 1. Ceiling Type: Square housing with concealed removable adjustable, louver type air pattern devices above panel. Anemostat SMD series. 2. Provide: Adjustable opposed blade damper assembly, key operated from face of diffuser, when a duct volume damper would not be accessible through ceiling of catwalk. 3. Diffuser Finishes: Semi -gloss white enamel prime finish. 4. Manufacturers: a. Anemostat Products Div., Dynamics Corp. of America. 2.02 GRILLES A. GENERAL Except as otherwise indicated, provide manufacturer's standard wall grilles with fire dampers in all rated walls; of size, shape, capacity and type indicated; constructed of materials and components as indicated, and as required for complete installation. B. PERFORMANCE Provide wall grilles that have, as minimum, temperature and velocity traverses, throw and drop, and noise criteria ratings for each size device as listed in manufacturer's current data. C. COMPATT_BILITY Provide grilles with border styles that are compatible with adjacent wall or ceiling systems; and that are specifically manufactured to fit into construction with accurate fit and adequate support. Refer to general construction drawings and specifications for types of construction which will contain each type of wall register and grille. D. TYPES Provide wall grilles of type, capacity, and with accessories and finishes as listed. 1. Grille Materials: a. Manufacturer's standard stamped sheet steel frame and adjustable blades. b. Supply - Anemostat S25H0 & S35HOD. c. Exhaust and Return - Anemostat GC5. DIVISION 15 SECTION 15870 PAGE 2 OF 3 OUTLETS AND INLETS. 93-218 SEARS SOUTHCENTER 2. Heavy -Duty Grilles: Rigid heavy -gauge welded frame, horizontal bars, reinforced construction. Anemostat HDD, having fins. turned at an angle between 30 degrees and 45 degrees. Provide in gymnasium and all low wall grilles throughout building and elsewhere as indicated. E. Manufacturers: 1. Anemostat Products Div., Dynamics Corp. of America. PART 3.00 - EXECUTION 3.01 INSTALLATION A. GENERAL Install outlets and inlets in accordance with manufacturer's written instructions and in accordance with recognized industry practices to insure that products serve intended functions. B. Coordinate with other work, including ductwork and duct accessories, as necessary to interface installation of outlets and inlets with other. work. C. Locate ceiling air diffusers and grilles, as indicated on general construction "Reflected Ceiling Plans" and "Interior Elevations". Unless. otherwise indicated, locate units in center of. acoustical ceiling modules. END OF SECTION 15870 93-218 SEARS SOUTHCENTER PART 1.00 - GENERAL 1.01 DESCRIPTION A. GENERAL REQUIREMENTS Drawings and general provisions of the Contract, including General and other Conditions and Division 1 - General Requirements sections, apply to the work specified in this Section. 1.02 INSTALLER A. Employ Hargis Engineers, Neudorfer or United Systems, Inc. to perform testing, adjusting and balancing on project. 1.03 INDUSTRY STANDARDS A. Comply with ASHRAE recommendations pertaining to measurements, instruments and testing, adjusting and balancing, except as otherwise indicated. 1.04 SUBMITTALS A. Submit certified test reports signed by Test and Balance Supervisor who performed TAB work. 1.05 JOB CONDITIONS A. Work will not proceed with testing, adjusting and balancing work until work has been completed and is operable. Ensure that there is no latent residual work still to be completed. Inform Architect in writing when project is ready for adjusting and balancing. PART 2.00 - PRODUCTS 2.01 GENERAL A. Contractor shall provide all motors, sheaves, belts, ladders, etc. as required for balancer. to accomplish work. DIVISION 15, SECTION 15980 PAGE 1 OF 2 TESTING, ADJUSTING AND BALANCING 93-218 SEARS SOUTHCENTER PART 3.00 - EXECUTION 3.01 GENERAL A. Examine installed work and conditions under which testing is to be done to ensure that work has been completed, cleaned and is operable. Do not proceed with TAB work until unsatisfactory conditions have been corrected in manner acceptable to Tester. B. Test, adjust and balance air conditioning systems and components, as indicated, in accordance with procedures outlined in applicable standards. C. Prepare report of test results in format recommended by applicable standards., END OF SECTION 15980 DIVISION 15 SECTION 15980 . • TESTING, ADJUSTING AND BALANCING PAGE•2 OF 2. c SEARS - SOUTHCENTER MALL PART 1 - GENERAL 1.01 SECTION INCLUDES A. Basic electrical requirements specifically applicable to Division 16 in addition to Division 1 and other Contract requirements. 1.02 RELATED SECTIONS Division 1 - General Conditions 1.03 REGULATORY REQUIREMENTS A. Refer to Division 1. B. Obtain and pay for licenses, permits, and inspections required by laws, ordinances, and rules governing work specified under Division 16. Arrange for inspection of work and assist inspectors as necessary. C. The electrical systems have been designed to the latest edition of the following standards as adopted and amended by the authority having jurisdiction (AHJ): ANSI/NFPA 70 National Electrical Code (NEC) UBC Uniform Building Code Contractor must be familiar with the detailed requirements of the above standards and local codes and ordinances as they may affect the installation of specific electrical systems. D. Conflicts: If any conflict occurs between government adopted codes and the Division 16 Specifications and Drawings, the codes govern. Compliance with the codes does not relieve the Contractor from complying with requirements of the Contract Documents which may be in excess of requirements of, and not contrary to, the herein before mentioned governing codes, rules, and ordinances. E. Inspection certification: Submit written certification of inspection from the AHJ stating that work has been inspected, accepted, and found in compliance with governing codes. DIVISION 16 SECTION 16010 PAGE 1 OF 11 BASIC ELECTRICAL REQUIREMENTS SEARS - SOUTHCENTER MALL 1.04 OPERATING CONDITIONS A. Temperature: -20° C to +40° C B. Altitude: Up to 3300 feet (100 meters) 1.05 DEFINITIONS AND INTENT A. See Division 1, B. The following terms (or abbreviations), as defined, are used specifically in relation to the work for Division 16 and do not necessarily have the same meaning in other Divisions. Term Definition AHJ Authorities having jurisdiction Codes AHJ adopted codes, rules, and ordinances Furnish Deliver to the job site Install To enter permanently into the Project (See "intent" below) Provide Furnish and install Shop Drawings Document which fully details the equipment and intended installation relative to this specific P::oject. Shown As shown, indicated, or detailed on the Contract Drawings C. Intent: It is the intent of Division 16 specifications and Drawings to describe and provide for the furnishing, installation, testing, and placing in satisfactory and successful operation equipment, materials, devices, and necessary appurtenances to provide a complete electrical system, together with other miscellaneous installations and equipment hereinafter specified and shown on the plans. Work includes material and appurtenances not specifically mentioned or shown, but which are necessary to make a complete working installation of the electrical systems shown on the Drawings or described herein. The Drawings and specifications are complementary and what is called for in either is binding as if called for in both. DIVISION 16 SECTION 16010 PAGE 2 OF 11 BASIC ELECTRICAL REQUIREMENTS SEARS - SOUTHCENTER MALL 1.06 SUBMITTALS A. See Division 1. 1. The Shop Drawings and product data shall include catalog cut sheets or other descriptive material of electrical components, cross referenced to the applicable paragraph number of specifications. 2. Do not fabricate or deliver to the job site, materials or equipment not previously approved by the Architect. 3. The Contractor shall be responsible for all dimensions and quantities. Approval of Shop Drawings or project data shall not relieve the Contractor of responsibility for errors or omissions. 4. The Architect's review of Shop Drawings and product data shall not relieve the Contractor from the responsibility for deviations from Drawings or Specifications, unless specific written approval is obtained from the Architect's. 5. Submit manufacturer's completely definitive literature. Clearly identify what information applies to the items being furnished. Original manufacturers literature shall be provided, Xerox copies are not acceptable. B. Product data: 1. Catalog cuts identifying products, models, options, dimensions, electrical ratings, finish, and color as applicable. 2. Indicate compliance with UL or other AHJ approved testing laboratory and other industry standards as specified. 3. Installation instructions, if specified in the individual specification sections. 4. Installers documented experience: Qualifications and list of five comparable installations, if specified in the individual specification sections. DIVISION 16 SECTION 16010 PAGE 3 OF 11 BASIC ELECTRICAL REQUIREMENTS SEARS - SOUTHCENTER MALL C. Shop Drawings: 1. As specified in the individual specification sections. 2. Indicate compliance with UL or other AHJ approved testing laboratory and other industry standards as specified, if not covered under product data submitted. 3. Indicate in the title block (as a minimum) that the work is for Sears and, if applicable, the shop order number. 4. "Typical" Drawings and wiring diagrams will not be acceptable. 5. Include handling instructions and Drawings used specifically for installation, if applicable. 6. Drawn at sufficient scale to show details clearly on same size sheets as Contract Drawings. 7. Show required coordination with work of other trades. 8. Identify details and show their locations in the Project. 9. Provide a description of the configuration and operation of proposed systems. 10. Provide Outline Drawings of proposed equipment in plan and elevation views including overall dimensions, weights, and clearances required. 11. Note required accessories. 12. Make Shop Drawings submittals in the form of one reproducible and two blue line prints. 1.07 PROJECT RECORD DOCUMENTS A. Keep one (1) set of working drawings and shop drawings at the job site for sole purpose of recording all changes made during construction. After completion of the work and before requesting final payment, the above mentioned drawings shall be delivered to the Architect. B. The drawings, as prepared, are diagrammatic, but shall be followed as closely as actual operation of building and work of other trades will permit. All changes from these DIVISION 16 SECTION 16010 PAGE 4 OF 11 BASIC ELECTRICAL REQUIREMENTS SEARS - SOUTHCENTER MALL drawings, necessary to make the work conform to the building as constructed, and to fit the work of other trades or to conform to the rules and regulations of the State, City or Municipal bodies having jurisdiction, shall be made by this Contractor, at his own expense. 1.08 OPERATING AND MAINTENANCE DATA A. See Division 1. B. Include additional information 1. Test reports. 2. Preventive maintenance instructions: Include for each piece of equipment or system furnished requiring periodic inspections, adjustment, and testing to insure continual operation with minimal down time. 3. Product data and as -built Drawings. 1.09 WARRANTIES A. See Division 1. B. Guarantee work and components (excluding lamps) unconditionally for a period of 1 year from the date of final payment. Immediately correct defects in workmanship and repair or replace failed or malfunctioning equipment to the satisfaction of the Owner at no additional cost. 1.10 SUBSTITUTIONS A. Refer to Division 1. B. Intent of specifications: 1. Where specified only by reference standards, select any product meeting standards by any manufacturer. 2. Where specified by naming several products or manufacturers, select any product and manufacturer named that meets the specified requirements. Other products and manufacturers will not be considered. Drawings may be based on equipment configuration of a particular manufacturer; make changes required to accommodate configuration of the actual equipment supplied, at no expense to the Owner. DIVISION 16 SECTION 16010 PAGE 5 OF 11 BASIC ELECTRICAL REQUIREMENTS SEARS - SOUTHCENTER MALL 3. Where specified by naming one or more products or manufacturers, but indicating "or approved" after specified listing: Specified product is the preferred quality standard. Submit request for another product for approval. 4. Where specified by naming only one product and manufacturer: There is no option and no substitution will be allowed. C. Submit requests for substitutions within 30 days of contract award, or sooner if required to maintain schedules. D. Acceptance of substitutions is at Engineer's discretion based on his experience and judgment. Submit sufficient information to show that proposed substitute is equivalent to the item specified. E. Make changes needed to accommodate the substitution at no expense to the Owner, including work under other divisions. 1.11 QUALITY CONTROL A. Materials and equipment: Listed and labeled by UL or other AHJ approved testing laboratory and in compliance with other industry standards as specified. B. Fabricator and manufacturer qualifications: Specialists with at least 5 years experience and regularly engaged in the manufacture of the equipment and materials specified. C. Installer qualifications: Specialists with at least 5 years experience and regularly engaged in the installation of the system, equipment, and materials specified. Where required by the AHJ, employ licensed trades persons. 1.12 DEPARTURES FROM CONTRACT DOCUMENTS A. Submit to the Architect in writing details of necessary, proposed departure from these Contract Documents, and the reasons therefore. B. Make no departures without written approval of the Architect. DIVISION 16 SECTION 16010 PAGE 6 OF 11 BASIC ELECTRICAL REQUIREMENTS SEARS - SOUTHCENTER MALL 1.13 DELIVERY, STORAGE AND HANDLING A. Packing and shipping: Pack products carefully separated to prevent marring. B. Delivery: Deliver products in original, unopened, protective packaging. C. Acceptance at site: Verify undamaged condition. D. Storage and protection: 1. Store materials under cover. 2. Store equipment in a location heated to 60° F minimum. 3. Take whatever steps necessary to prevent scratching or other defacement. E. Handling: Use care; prevent damage to products and finishes. 1.14 PROJECT SITE CONDITIONS A. The Contractor shall visit the site of work and familiarize himself with all conditions affecting his work, and the submission of his proposal shall be constructed as indicating such knowledge. No additional payment will be made on claims that arise from lack of such knowledge of existing conditions. B. Take horizontal and vertical measurements from established bench marks. A11 work is required to agree with these established lines and levels. C. Notify Architect of discrepancies between actual measurements and those indicated. Do not proceed until directed by Architect. 1.15 CLEANUP A. Leave all equipment clean and ready for use. Protect all equipment from damage during construction. Leave in new appearance. All enclosures (i.e. - switchgear, electrical panels, disconnects, connectors, etc.) shall be vacuumed to remove all dust and debris. Wipe faces of all panels, DIVISION 16 SECTION 16010 PAGE 7 OF 11 BASIC ELECTRICAL REQUIREMENTS SEARS - SOUTHCENTER MALL connectors, etc., so they are free of dirt and touch up paint where marred. All equipment shall be protected during construction from water, dust and debris. Equipment not protected shall be replaced at Electrical Contractor's expense. B. Remove all labels, paint, plaster, dirt, etc., from the fixtures, equipment and piping. 1.16 MAINTENANCE A. Spare parts for future maintenance and repair: At completion of the work carefully identify and box spare parts for delivery to Owner. 1. Obtain signed receipt from Owner. PART 2 - PRODUCTS 2.01 MATERIAL AND EQUIPMENT A. Acceptable to the authority having jurisdiction as suitable for the use intended. B. New, unless otherwise indicated free from defects and the standard products of reputable manufacturers regularly engaged in production of such equipment. C. Provide similar items of equipment by same manufacturer. D. Provide and install only the specified products of recognized manufacturers. Substitutions are allowed ONLY under provisions of part 1.10, substitutions. 1. Ensure that equipment is complete with every part necessary. E. Materials and equipment: Listed and labeled by UL or other AHJ approved testing laboratory and in compliance with other industry standards as specified. F. Remove rejected or damaged material from site. DIVISION 16 SECTION 16010 PAGE 8 OF 11 BASIC ELECTRICAL REQUIREMENTS SEARS - SOUTHCENTER MALL 2.02 EQUIPMENT SUPPLIED BY OTHERS A. Motors, exhaust fans, limit switches, solenoid, pressure switches and starters except as noted otherwise or contained herein, will be supplied by other trades. 2.03 MISCELLANEOUS MATERIALS A. Provide required items necessary for installation and testing procedures. PART 3 -- EXECUTION 3.01 EXAMINATION A. Verify installation conditions as satisfactory to receive work of the various sections. Do not install until unsatisfactory conditions are corrected. 1. Confirm that installations have been inspected before enclosure within building features, buried, or otherwise hidden from view. Bear costs associated with uncovering or exposing installations or features not previously inspected. 3.02 PREPARATION A. Protect surrounding areas and surfaces to prevent damage as work is installed. B. Obtain equipment roughing -in dimensions from approved Shop Drawings or actual measurements. C. Be familiar with the location of other trades's equipment. Eliminate conflicts. Check door swings before installing switch legs. Locate switches on the strike side of doors where possible. 3.03 INSTALLATION A. Install the work as specified and in ,accordance with Drawings and manufacturer's instructions. Where these conflict, the manufacturer's instructions govern. DIVISION 16 SECTION 16010 PAGE 9 OF 11 BASIC ELECTRICAL REQUIREMENTS SEARS - SOUTHCENTER MALL B. Drawings, and riser and other diagrams are schematic only; they do not necessarily show exact physical arrangement of equipment, lengths of wiring, or conduit runs. Base the work on actual field measurements and conditions. C. Coordinate electrical with other trades. 3.04 WORKMANSHIP A. All work and materials will be subject to observation at any and all times by the Owners representative. B. Install material and equipment in accordance with manufacturers' instructions. Provide calibrated torque wrenches and screwdrivers as required. C. Cutting and patching: Do not weld to, cut or notch any structural member or building surface without specific approval of the Architect. Restore surfaces neatly to original condition after cutting, channeling, chasing or drilling of walls, partitions, ceilings, paving, or anchorage of conduit, raceways or other electrical equipment. 3.05 WELDING A. Welding: In accordance with American Welding Society Standards. 3.06 IDENTIFICATION A. General: Provide nameplates and decals required to properly identify equipment and components in accordance with Section 16195 - Electrical Identification. 3.07 PROTECTION A. Properly protect equipment during and after electrical hookup, painting, and final testing. 3.08 TESTING A. Provide necessary test equipment, labor, and personnel. 1. Operational test, witnessed by the Architect and others as specified. a. Fire alarm system. DIVISION 16 SECTION 16010 PAGE 10 OF 11 'BASIC ELECTRICAL REQUIREMENTS: 2. Phase rotation at panelboards. 3. Motor rotation. 4. Grounding system: Resistance. END OF SECTION DIVISION 16 SECTION 16010. BASIC ELECTRICAL REQUIREMENTS SEARS - SOUTHCENTER MALL PAGE 11 OF 11 SEARS - SOUTHCENTER MALL PART 1 - GENERAL 1,01 SECTION INCLUDES A. Tests 1. The. Contractor will provide tests specified hereinafter and as indicated under individual items of materials and equipment specified in other sections; including those tests to be completed by independent testing agencies called out under Division 16. 2. During checkout and startup (commissioning) of various systems, provide a crew of skilled craftsmen to be available for checkout and troubleshooting activities as required by the Architect. 3. Performance test: a. After completion of the systems specified, the Contractor will conduct tests and operating demonstration of the systems to the Owner and maintenance personnel for satisfactory completion of the systems installed. b. Demonstrate that equipment operates in accordance with these contract documents. c. Notify the Owners representative 5 working days before performance of tests. d. Perform test in presence of the Architect or his authorized representative. e. Furnish instruments and personnel required for the tests. f. Submit five copies of certified test reports for all tests. END OF SECTION. DIVISION 16 SECTION16030 PAGE 1 OF 1 TESTS SEARS - SOUTHCENTER MALL PART 1 - GENERAL 1.01 SECTION INCLUDES A. Conduit and electrical metallic tubing. 1.02 REFERENCED STANDARDS UL 1 Flexible Metal Electrical Conduit UL 6 Rigid Metal Electrical Conduit UL 360 Liquid -Tight Flexible Steel Conduit, Electrical UL 514B Fittings for Conduit and Outlet Boxes UL 651 Schedule 40 and 80 Rigid PVC Conduit (PVC) UL 797 Electrical Metallic Tubing (EMT) UL 1242 Intermediate Metal Conduit (IMC) PART 2 - PRODUCTS 2.01 RIGID METAL CONDUIT AND FITTINGS A. Ferrous metal conduit: 1. UL 6, hot -dip galvanized. 2. Fittings and conduit bodies: UL 514B, threaded galvanized. B. Non-ferrous metal conduit: 1. UL 6, aluminum. 2. Fittings and conduit bodies: UL 514B, threaded copper - free aluminum. 2.02 INTERMEDIATE METAL CONDUIT (IMC) AND FITTINGS A. Ferrous metal UL 1242, galvanized. B. Fittings and conduit bodies: UL 514B, threaded galvanized. DIVISION 16 SECTION 16111 PAGE 1 OF 7 RACEWAY SYSTEMS SEARS - SOUTHCENTER MALL 2.03 ELECTRICAL METALLIC TUBING (EMT) AND FITTINGS A. Ferrous metal: UL 797, galvanized. B. Fittings: UL 514B, galvanized steel, raintight compression ring type. Set screw type are permitted with a ground conductor. See Section 16450-3.02.F 2.04 FLEXIBLE METAL CONDUIT AND FITTINGS A. Ferrous metal: UL 1, galvanized. UL listed for grounding as available. Aluminum and flexible metallic tubing not permitted. B. Fittings: Insulated throat, UL 514B, galvanized steel, UL listed for grounding as available. 2.05 LIQUID -TIGHT FLEXIBLE METAL CONDUIT AND FITTINGS A. Ferrous metal galvanized with PVC weatherproof cover: UL listed for grounding as available. UL 360. B. Fittings: Insulated throat, UL 514B, galvanized steel, UL listed for grounding as available. 2.06 RIGID NONMETALLIC CONDUIT (PVC) A. UL 651. Schedule 40, rigid polyvinlchloride type, unless noted otherwise. PVC elbows not permitted. B. Fittings: UL 651 and UL 651A. 2.07 CONDUIT BODIES A. Conduit bodies will be cast malleable iron, zinc or cadmium plated with threaded connections. Covers will be gasketed, blank steel or cast malleable iron, zinc or cadmium plated and of the same manufacturer as the conduit body. Where conduit bodies are used as junction or splice boxes, they will be in accordance with Paragraph 370-6 of the NEC. 2.08 SEALING FITTINGS A. Wall sealing fittings: OZ/Gedney FSK series. At each sealing fitting provide an OZ/Gedney or Crouse Hinds EYS series conduit seal fitting. DIVISION 16 SECTION 16111 PAGE 2 OF 7 RACEWAY SYSTEMS C SEARS - SOUTHCENTER MALL 1. Raceway stubups and stubouts: OZ/Gedney CSB series conduit seals together with the wall sealing fittings. 2.09 CONDUIT SUPPORTS A. Conduit clamps, straps and supports: Steel or malleable iron, also see Section 16190. PART 3 - EXECUTION 3.01 CONDUIT SIZING, ARRANGEMENT, AND SUPPORT A. Unless otherwise shown, size conduit for conductor type installed. Minimum size 1/2 inch. Minimum size under slab or below grade: 3/4-inch. B. Install conduit to maintain headroom and present a neat appearance in unfinished spaces. Install above 9'-6" in all spaces unless otherwise allowed or shown. C. Install conduit concealed or above future ceiling in all spaces, except conduit may be exposed in mechanical rooms, electrical rooms, penthouse, elevator shaft, and elevator equipment rooms. D. Route conduit parallel and perpendicular to building planes. E. Maintain minimum 6-inch clearance between conduit and piping. Maintain 12-inch clearance between conduit and heat sources as flues, steam pipes, and heating appliances. F. Brace conduit or conduit supports to prevent distortion of alignment by wire -pulling operations. G. Where conduit is run in parallel, group on formed channel (Unistrut) supports as specified in Section 16190. H. Do not fasten with wire or perforated pipe straps. Remove temporary conduit support used during construction before conductors are pulled. I. Do not cut structural members for passage of raceway. DIVISION 16 SECTION 16111 PAGE 3 OF 7 RACEWAY SYSTEMS SEARS - SOUTHCENTER MALL 3.02 CONDUIT INSTALLATION A. Cut conduit square using a saw or pipecutter; deburr cut ends. B. Bring conduit to the shoulder of fittings and couplings and tighten securely. C. Use conduit hubs for fastening conduit to cast boxes, and for fastening conduit to sheet metal boxes in damp or wet locations. D. Do not use conduit bodies to make sharp changes in direction, unless shown or approved by the Architect. E. Use hydraulic one-shot conduit bender or factory bends in 2-inch conduit and larger. F. Provide insulated grounding bushings at conduits or out from underground unless capped for future elbows for stubbed up (spare). G. During construction, use suitable conduit caps to protect installed conduit against entrance of dirt and moisture. H. Distance between supports 1. Threaded rigid metal raceways: 10-foot centers maximum, within 18 inches of each outlet and junction box and every bend. 2. Electrical metallic. tubing: 10-foot centers maximum at, every bend and, within 18 inches of each outlet, junction box and coupling. I. Provide nylon pull string with printed footage indicators secured at each end of each empty conduit, except sleeves and nipples. Identify with tags at each end the origin and destination of each empty conduit. J. Wipe plastic conduit clean and dry before joining. Apply full even coat of cement to entire area that will be inserted into fitting. Let joint cure for 20 minutes minimum. K. Furnish and install electrical feeders to roof top equipment via roof curb openings; roof and curb are not to be pierced with electrical feeders. • DIVISION 16 SECTION 16111 PAGE 4 OF 7 RACEWAY SYSTEMS SEARS - SOUTHCENTER MALL L. Install no more than 150 feet of conduit or the equivalent or three 90-degree bends between boxes. M. Avoid moisture traps where possible; where unavoidable, provide junction box with drain fitting at conduit low point. N. Rigid nonmetallic conduit may be used underground, where shown completely covered with a minimum of 2 inches of concrete. Form field bends only with manufacturer's recommended heater. Penetrations through floor: Rigid steel. Stub ups: Rigid steel elbows. Increase raceway size as necessary to comply with code required ground wire. For bends in PVC runs of less than 10-foot radius, use rigid galvanized steel. O. Raceways under slab on grade: 4 inches, minimum, below floor. P. Raceways Underground: Rigid galvanized steel painted with two coats of bitumastic paint; or rigid galvanized steel with a 15 mil. PVC jacket (repair abrasions with PVC base paint). Rigid nonmetallic raceways may be used as listed above. 1. Provide marker tape over underground raceways. 2. Install underground raceways 24-inches minimum below final grade, unless otherwise noted. 3. Backfill underground raceways with material the size of pea gravel or smaller to 3 inches above and below raceways. Backfill to 12 inches above raceways is required to be free of debris or rocks greater than 1 inch in diameter. Q. Install raceways that stub up through floor at such depth that the exposed raceway is vertical and no curved section of the elbow is visible. R. Sealing of Raceway Penetrations: 1. Fire rated construction: Seal penetrations to maintain fire rating of construction penetrated. Use Dow Corning Silicone RTV foam as recommended by manufacturer, or use other approved method acceptable to the Architect. S. Conduit will not be run on the exterior surface of the building, except as approved by the Architect. DIVISION 16 SECTION 16111 PAGE 5 OF 7 RACEWAY SYSTEMS SEARS - SOUTHCENTER MALL T. Where flexible metal or liquid tight flexible metal conduit is installed, install a bonding conductor to insure electrical continuity of the raceway. Route bonding jumper inside the conduit and terminate at a grounding bushing or grounding locknut installed on the inside of the junction boxes at each side of the flexible section. In instances where this method is not feasible [such as when cast boxes with hubs are used, or where required by the National Electrical Code (NEC)], route the bonding jumper on the outside of the flexible conduit and terminate in accordance with methods acceptable to the authority having jurisdiction. 3.03 CONDUIT SCHEDULE A. Rigid steel conduit: 1. Underground and exposed outdoor locations with watertight connections. 2. Stubups and elbows where underground PVC conduit runs are shown. 3. Panel feeders. 4. Where raceways 2 inches or larger is required. 5. Wet interior locations with watertight connections. 6. Exposed interior locations subject to damage. 7. May be used as a substitute for EMT, or PVC, see below. B. Intermediate metal conduit: 1. May be substituted for rigid steel conduit unless otherwise noted. C. Rigid aluminum conduit: 1. May be substituted for rigid steel conduit except where in contact with concrete or earth, and pulls where bends (including offsets) are the equivalent of more than two. 90 degree bends. DIVISION 16 SECTION 16111 PAGE 6 OF 7 RACEWAY SYSTEMS SEARS - SOUTHCENTER MALL D. Electrical metallic tubing: 1. Branch circuits from panelboards. 2. Dry. interior locations. 3. In permanent and ceiling high de -mountable partitions, for non -plenum rated cable, and as shown for telephone branch cable, communication cable, and for Class 2 and Class 3 circuits. E. PVC: Where shown on the Drawings or specified above. F. Flexible steel conduit: 1. For connecting lay -in ceiling light fixtures. 2. For connecting motors, and other equipment subject to vibration. a. Install three foot length minimum with 90-degree loop. G. Liquid -tight flexible steel conduit. 1. For pump motors and equipment subject to vibration in damp or wet locations or areas subject to being washed down. a. Install' three, foot length minimum with 90-degree drip loop. END OF SECTION DIVISION 16 SECTION 16111, PAGE7 OF.7, RACEWAY SYSTEMS„ SEARS - SOUTHCENTER MALL PART 1 - GENERAL 1.01 SECTION INCLUDES A. Wire, cable, splices and teminations for systems of 600 volts or less. 1.02 REFERENCED STANDARDS UL 44 Rubber -Insulated Wires and Cables. UL 83 Thermoplastic —Insulated Wires and Cables. 1.03 SUBMITTALS A. Submit product data under provisions of Section 16010. 1.04 DELIVERY, STORAGE, AND HANDLING A. Deliver wire and cable to Project, and store in original containers bearing Underwriters' listing. PART 2 - PRODUCTS 2.01 POWER AND LIGHTING CIRCUITS A. Building interior 1. UL 83. 2. Copper conductor, wire and cable above #10 gauge shall be stranded. 3. Insulation type THHN or THWN, 600 volt for circuits from 115 volts to 600 volts. 2.02 SPLICES A. Above grade: Use solderless type only. Compression -set type with application of preformed insulated cover, heat- shrinkable tubing, or plastic -insulated tape acceptable for all sizes. B. Below grade: Make splices in manholes watertight with epoxy resin type splicing kits similar to Scotchcast. DIVISION 16 SECTION 16120 PAGE 1 OF 4 WIRE AND CABLE C SEARS - SOUTHCENTER MALL 2.03 PLASTIC CABLE TIES A. Teflon or nylon, locking type. PART 3 - EXECUTION 3.01 GENERAL WIRING METHODS A. Install in raceways unless shown or specifically authorized by Architect. B. Install wire after-- 1. Interior of building if protected from the weather. 2. Mechanical work likely to injure conductors is completed. C. Neatly train and lace wiring inside boxes, equipment, and panel boards. D. Clean raceway system before installing conductors. E. Taping: Use half -lapped synthetic tape if taping is utilized for insulation purposes. F. Provide conductor support devices as required by code in vertical conduit runs. G. Torque conductor connections and terminations to manufacturer's recommended values. 3.02 MINIMUM SIZES A. #12 AWG minimum for power and lighting circuits. 3.03 CABLE INSTALLATION A. Support cable with bridle rings, drive rings, or Teflon cable ties. Do not support from conduit. B. Provide protection for exposed cables where subject to damage. DIVISION 16 SECTION 16120 PAGE 2 OF 4. WIRE AND CABLE SEARS - SOUTHCENTER MALL C. Support cables above accessible ceilings; do not rest on ceiling tiles. D. Use suitable cable fitting and connectors. 3.04 WIRING SPLICES AND TERMINATIONS A. Splice only in accessible junction boxes. B. Use compression -set pressure connectors with insulating covers or screw -on pressure (wire nuts) for wire splices and taps size #10 AWG and smaller. C. Use compression -set pressure connectors with insulating covers for wire splices and taps size #8 AWG and larger. Split bolt splices and connectors are not acceptable. D. Except where equipment is furnished with bolted or screw type lug, use compression set pressure connectors with insulating covers for wire terminations. E. Tape un-insulated portions of the conductor and connectors with electrical tape to 150% of the conductor insulation value. F. Clean wires before installing lugs and connectors. G. Make splices, taps and terminations to carry full capacity of conductors without perceptible temperature rise. H. Leave a minimum of 8 inches of pigtail at outlet boxes for connection to fixtures or devices. Where wiring is continued to other outlets, splice the connection wire in a tap. In no case will continuity through the double terminal of the device be allowed for either the hot or neutral leg of the circuit. I. Insulate ends of spare conductors with electrical tape or wire nut. 3.05 FIELD QUALITY CONTROL A. Inspect and test under provisions of Section 16030. B. Insulation test and continuity test power and equipment branch circuit conductors. Verify proper phasing connections. DIVISION 16 SECTION 16120 PAGE 3 OF 4 WIRE AND CABLE SEARS - SOUTHCENTER MALL C. Insulation resistance: 10 megohms minimum. D. Inspect wire and cable for physical damage and proper connection. END OF SECTION DIVISION 16.: SECTION 16120 PAGE 4 OF 4. WIRE'..AND CABLE C SEARS - SOUTHCENTER MALL PART 1 - GENERAL 1.01 SECTION INCLUDES A. Outlet, junction, and pull boxes as required to enclose devices, permit pulling conductors, and for wire splices and branches. 1.02 REFERENCED STANDARDS NEMA 250 Enclosures for Electrical Equipment (1000 V maximum) UL 514A Metallic Outlet Boxes, Electrical PART 2 - PRODUCTS 2.01 INTERIOR A. General: Pressed steel, 4 x 4-inch minimum with a minimum depth of 2 inches, zinc coated with plaster ring, where applicable. Four -inch octagonal boxes for ceiling luminaire outlets. B. Fabricate large junction and pull boxes from sheet steel with zinc coating or baked enamel finish. Return flange for screw retained cover. C. Concrete masonry: Specifically designed for casting in concrete or mounting in masonry walls. D. Sheet metal boxes larger than 12 inches in any dimension: hinged enclosure. 2.02 EXTERIOR A. Labelled for damp or wet locations. B. Above grade: NEMA 250; Type 3R. 1. Cast boxes: Malleable iron or corrosion resistant alloy, complete with threaded conduit hubs and gasketed cover, compatible with raceway to which it is connected, and mounting lugs. DIVISION 16 SECTION 16130 PAGE 1 OF 4 OUTLET BOXES SEARS - SOUTHCENTER MALL 2. Minimum depth 2 inches. 3. Sheet metal boxes: Heavy -gauge galvanized steel with enamel finish and screw cover with gasket. PART 3 - EXECUTION 3.01 COORDINATION OF BOX LOCATIONS A. Provide as shown and as required to facilitate pulling, and limit the number of bends within code requirements. B. Electrical box locations shown on Contract Drawings are approximate unless dimensioned. Verify location of floor boxes and outlets before roughing in. C. Locate outlet boxes to allow access, otherwise provide access doors as specified under Division 8 using persons qualified in that trade. D. Coordinate the work of this section with the work of other sections and trades to avoid conflicts between the work of this section with the work of other trades. Check and verify door swings and locations of built-in cabinets, plumbing, heating, and ventilating equipment. E. Provide outlet boxes of sizes and at locations necessary to serve equipment furnished under this or other divisions of the specifications, or by others, and provide final connections thereto. Outlet box required if equipment is furnished with pigtail for external connection, does not have space to accommodate branch circuit wiring or requires wire with insulation rating different from the branch circuit wiring. Review equipment Shop Drawings for required outlet locations. F. Where more than one outlet is shown or indicated to be at the same elevation or one above the other, align them exactly on center lines horizontally or vertically. Relocate outlets which are not so installed (including lighting, receptacle, power, signal, and temperature control outlets) at no additional expense to the Owner. G. Flush mount boxes with front edges of box or plaster ring even with the finished surface of wall or ceiling, except those mounted above accessible ceilings or where surface mounting is permitted. DIVISION 16 SECTION 16130 PAGE 2 OF 4 OUTLET BOXES SEARS - SOUTHCENTER MALL H. Locate and install to maintain headroom and to present a neat appearance. I. Conduit from switch and receptacle boxes in walls to be routed vertically to the space above the ceiling and a J-box installed there before horizontal run. J. Provide a minimum of one stud horizontal separation between flush boxes mounted on opposite sides of an acoustic -rated common wall, otherwise provide 6-inch minimum horizontal separation between the closest edges of flush boxes mounted on opposite sides of a common wall. K. Position boxes as required to locate luminaires as shown on reflected ceiling plans. 3.02 BOX INSTALLATION A. Anchor boxes so they will not shift or rock when devices are operated (including insertion and removal of cord caps). B. Firmly anchor flush boxes directly or with concealed bracing to building studs or joists. C. Close unused openings. D. Support boxes independently of conduit, except for cast boxes that are connected to two rigid metal conduits, both supported within 12 inches of box. E. Use multiple -gang boxes where two or more devices are mounted together; do not use sectional boxes. F. Provide blank covers or plates over boxes that do not contain devices. G. In inaccessible ceiling areas, position outlets and junction boxes within 6 inches of recessed luminaire, to be accessible through luminaire ceiling opening. H. Provide recessed outlet boxes in finished areas; secure boxes to interior wall and partion studs, accurately positioning to allow for surface finish thickness. Use stamped steel stud bridges for flush outlets in hollow stud wall, and adjustable steel channel fasteners for flush ceiling outlet boxes. I. Install boxes in walls without damaging wall insulation. DIVISION 16 SECTION 16130 PAGE 3 OF 4 OUTLET BOXES SEARS - SOUTHCENTER MALL J. Conduit boxes, telephone boxes, etc., located in sound rated walls that are not also fire rated to be sealed air tight with acoustical caulk. K. Locate boxes in masonry walls to require cutting of masonry unit corner only. Coordinate masonry. cutting to achieve neat openings for boxes. Use boxes with sufficient depth to permit conduit hubs to be located in masonry void space. END OF SECTION DIVISION=.:16, SECTION 16130:, OUTLET. BOXES'; PAGE 4,OF 4 SEARS - SOUTHCENTER MALL PART 1 - GENERAL 1.01 SECTION INCLUDES A. Floor outlet boxes and service outlet fittings, for power, communication and data. 1.02 RELATED SECTIONS Section 16141 - Wiring Devices 1.03 REFERENCED STANDARDS UL 514A Metallic Outlet Boxes, Electrical 1.04 SUBMITTALS A. Submit product data under provisions of.Section 16010. 1.05 OPERATIONS AND MAINTENANCE DATA A. Submit data under provisions of Section 16010. PART 2 - PRODUCTS 2.01 RECESSED FLOOR OUTLET BOXES A. Manufacturer: 1. Hubbell. Hubbell catalog numbers used for illustration. 2. Substitutions: Under provisions of Section 16010-1.10. B. Recessed box: Cast iron, fully adjustable, concrete tight. Deep construction: #B-2536. C. Duplex outlet cover: Forged brass, #5-3925. D. Combination cover: Forged brass, #S-2525. DIVISION 16 SECTION 16132 PAGE 1 OF 2 FLOOR OUTLET SEARS - SOUTHCENTER MALL PART 3 - EXECUTION 3.01 LOCATION A. Where shown. B. Locations shown are approximate. Coordinate exact location with Architect. 3.02 INSTALLATION A. Per manufacturer's instruction. DIVISION 16 SECTION 16132 FLOOR OUTLET END OF SECTION PAGE:2 OF 2 SEARS - SOUTHCENTER MALL PART 1 - GENERAL 1.01 SECTION INCLUDES A. Wall switches B. Receptacles C. Device plates and box covers 1.02 RELATED SECTIONS Section 16010 - Basic Electrical Requirements 1.03 REFERENCED STANDARDS FS W-C-596 Electrical Power Connector, Plug, Receptacle, and Cable Outlet FS W-S-896 Switch, Toggle NEMA WD 1 General Purpose Wiring Devices 1.04 SUBMITTALS A. Submit product data under provisions of Section 16010. 1.05 OPERATION AND MAINTENANCE DATA A. Submit data under provisions of Section 16010.. PART 2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS - WALL SWITCHES A. Hubbell B. Leviton C. Pass & Seymour SEARS - SOUTHCENTER MALL 2.02 WALL SWITCHES A. Wall switches for lighting circuits: NEMA WD 1; AC general use snap switch with toggle handle, rated 20 amperes and 120/277 volts AC. Handle: Ivory, screw type terminals only. Units to be specification grade. B. Pilot light type: Red pilot handle; handle lighted when switch is ON. C. Weatherproof: Switches as specified mounted in a cast metal box with gasketed, weatherproof device plate as specified. 2.03 ACCEPTABLE MANUFACTURERS - RECEPTACLES A. Hubbell B. Leviton C. Pass & Seymour 2.04 RECEPTACLES A. Convenience and straight -blade receptacles: NEMA WD 1. Units to be specification grade. B. Convenience receptacle configuration: Receptacle Color NEMA 1. All receptacles, except as noted below Ivory 5-15R 2. Circuits with one dedicated receptacle Ivory 5-20R 3. GFCI receptacles Ivory 5-20R 4. Isolated ground Orange 5-20R C. Weatherproof receptacles: Receptacles as specified mounted in a cast steel box with gasketed, weatherproof device plate as specified. D. Specific -use receptacle configuration: NEMA WD1; type as indicated on Drawings, black plastic face. DIVISION 16 SECTION 16141 PAGE 2 OF 4 WIRING DEVICES SEARS - SOUTHCENTER MALL E. GFCI receptacles: Duplex convenience receptacle with integral ground fault circuit interrupter. Unit to be feed - through type for downstream device protection. 2.05 ACCEPTABLE MANUFACTURERS - DEVICE PLATES A. Hubbell B. Leviton C. Pass & Seymour 2.06 DEVICE PLATES A. Plates in finished areas: ivory, smooth plastic, except as noted below: 1. Wall plates for receptacles protected by a GFCI circuit breaker or feed -through GFCI receptacle are to be ivory smooth plastic with 1/4-inch black letters which read "GFCI PROTECTED". B. Plates on surface mounted boxes to be sized to fit the box without extending over the sides of the box. C. Cast metal plates: Use with cast metal box. Use steel plates with steel boxes and copper -free aluminum with aluminum boxes. Stainless steel screws. D. Raised sheet steel plates: Use 1/2-inch high zinc or cad plated covers with surface mounted sheet steel boxes. E. Weatherproof cover plate: Gasketed cast metal with hinged gasketed device covers. F. Finish of attachment screws to match that of its respective device plate. PART 3 - EXECUTION 3.01 INSTALLATION A. Install wall switches with center of switch 48 inches above floor, OFF position down. DIVISION"16 SECTION.16141 PAGE 3 OF 4 WIRING DEVICES SEARS - SOUTHCENTER MALL B. Install convenience receptacles 12 inches on center above floor, 6 inches on center above counters, backsplash, grounding pole on bottom. C. Install specific -use receptacles at height shown on Contract Drawings, or at 12 inches on center above floor if not shown. D. Install jumbo size plates for outlets installed in masonry walls. E. Install galvanized steel plates on outlet boxes and junction boxesin unfinished areas, above accessible ceilings, and on surface -mounted outlets. F. Install devices and wall plates flush and level. END OF SECTION SEARS - SOUTHCENTER MALL PART 1 - GENERAL 1.01 SECTION INCLUDES A. Field fabricated raceway and equipment support systems. B. Conduit and equipment supports. C. Fastening hardware. 1.02 SUBMITTALS A. Submit product data under provisions of Section 16010. 1.03 OPERATION AND MAINTENANCE DATA A. Submit data under provisions of Section 16010. PART 2 - PRODUCTS 2.01 MATERIAL A. Built-up framing for electrical raceway and equipment supporting systems, including but not limited to channel, rod, clamps, and hardware: Painted or galvanized steel. Unless design is shown on the Contract Drawings, size for. 400% of the calculated load. 1. Channel: 12-gauge galvanized formed metal with or without pre -drilled holes as required. 2. Use beam clamps, in pairs, at each supporting (structural)beam. Partial list of approved beam clamps. B-Line B441-22 B-Line B441-22A Superstrut U-501 Superstrut U-502 Unistrut P2785 Unistrut P2786 Unistrut P1379S Submit others for review with evidence proving clamp complies with Zone 3 seismic requirements of the Uniform Building Code (UBC). Submitted proof can consist of a DIVISION 16 SECTION 16190 PAGE 1 OF 4 SUPPORTING DEVICES SEARS - SOUTHCENTER MALL letter signed and stamped by a Registered Professional Structural Engineer. 3 Partial list of approved beam clamps for use with rods: B-Line B751-J4 B-Line B751-J6 B-Line B751-J9 B-Line 8751-J12 Superstrut U-569 Unistrut P2824-6 Unistrut P2824-9 Unistrut P2824-12 Submit others for review with evidence proving clamp complies with Zone 3 seismic requirements of the UBC. Submitted proof can consist of a letter signed and stamped by a Registered Professional Structural Engineer. 4. Fittings (connectors) for attaching channel -to -channel for the built-up framing: Unless otherwise shown, attach connectors to vertical framing members with two bolts. Partial list of approved connectors follows (Unistrut numbers used for illustration only, similar units other manufacturers are acceptable): P6028 P6962 P6291 P6346 P6359 P6033 P6326 P6381 P6358A P6069 P6331 P6382. P6726A P6290 P6332 P6917 5. Connectors to be used for bracing (Unistrut numbers used for illustration only, similar units other manufacturers are acceptable): P7097 P7098 P6546 P7100 P7101 P7108 P7109 P6186 P7110 B. Hardware, including nuts (locking type), bolts, and set screws: Corrosion resistant, especially designed for the intended use. DIVISION 16 •SECTION 16190 SUPPORTING DEVICES PAGE 2 OF 4 SEARS - SOUTHCENTER MALL PART 3 - EXECUTION 3.01 INSTALLATION A. Install diagonal (Unistrut, or equal) bracing for trapeze support systems at two right angle plans to brace against-- 1. Horizontal and torsional movement because of lateral earthquake forces. 2. Vertical (uplift) movement because of vertical earthquake forces. 3. Horizontal distortions in the conduit system because of wire pulling. B. Fasten hanger rods, conduit clamps, and outlet and junction boxes to building structure using expansions anchors or beam clamps. Do not use spring steel clips and clamps. C. Use toggle bolts or hollow wall fasteners in hollow masonry, plaster, or gypsum board partitions and walls; expansion anchors or preset inserts in solid masonry walls; self - drilling anchors or expansion anchor on concrete surfaces. D. Do not fasten supports to piping, ductwork, mechanical equipment, or conduit. E. Do not use powder -actuated anchors. F. Do not drill structural steel members. G. Fabricate supports from structural steel or steel channel, rigidly welded or bolted to present a neat appearance. Use hexagon head bolts with spring back lock washers under nuts. H. Lighting fixture support: 1. Lay -in fixtures: Support.independently of the ceiling grid using two #12 galvanized steel wires at diagonal corners. 2. Pendant fixtures: Support independently of the pendent stem using two #12 galvanized steel wires positioned to reduce swaying in an earthquake. DIVISION 16 SECTION 16190 PAGE 3 OF 4 SUPPORTING DEVICES SEARS - SOUTHCENTER MALL I. Conduit 1. Perforated pipe straps, ceiling support wires, fixture support wire or wires installed primarily to support single runs of conduit are not acceptable. 2. Use trapeze support systems for two or more parallel runs of conduit with 25% space (6 inches minimum) for future conduit runs. 3. Conduit and conduit fittings to not be welded to any structure. 4. Conduit to be spaced so that conduit fittings are accessible to accommodate pulling or splicing. END OF SECTION DIVISION 16. SECTION'16190 PAGE 4 OF 4 'SUPPORTING DEVICES' SEARS - SOUTHCENTER MALL PART 1 - GENERAL 1.01 SECTION INCLUDES A. Nameplates and tape labels. B. Wire and cable markers. 1.02 SUBMITTALS A. Nameplate schedule. B. Submit product data under provisions of Section 16010. 1.03 OPERATION AND MAINTENANCE DATA A. Submit data under provisions of Section 16010. PART 2 - PRODUCTS 2.01 MATERIALS A. Engraved three -layer laminated plastic. 1. Normal power: White letters on black background. 2. Emergency power: White letters on red background. B. Embossed adhesive tape labels (Dymo labels) for junction/pull box circuit notation. 1. Normal power: Black tape. 2. Emergency power: Red tape. C. Wire and cable markers: Vinyl impregnated cloth, vinyl, or mylar self-adhesive type. D. Phase identification: Vinyl colored electrical tape. DIVISION 16 SECTION'16195 PAGE 1 OF 3 ELECTRICAL IDENTIFICATION SEARS - SOUTHCENTER MALL PART 3 - EXECUTION 3.01 INSTALLATION A. Degrease and clean surfaces to receive nameplates and tape labels. B. Install nameplates and tape labels parallel to equipment lines. C. Secure nameplates to equipment fronts using screws or rivets. Adhesives are not acceptable. 3.02 WIRE IDENTIFICATION A. Provide wire markers on each conductor in panelboard gutters, pull boxes, outlet and junction boxes, and at load connection. Identify with branch circuit or feeder number for power and lighting circuits. B. Color code wire in accordance with the coding shown below: 208Y/120V 480Y/277V PHASE (LEFT BUSIN PANEL): BLACK BROWN PHASE (CENTER BUS IN PANEL): RED ORANGE PHASE (RIGHT BUS IN PANEL): BLUE YELLOW NEUTRAL: WHITE GREY QUIPMENT GROUND: GREEN GREEN ISOLATED GROUND: GREEN WITH YELLOW STRIPE C. Wire sizes smaller than number 8 AWG will have solid colored jackets and those larger than number 10 AWG may be taped at both ends and at pull/junction boxes with the appropriate colored tape. The color coding tape to completely encircle the conductor for at least 3 inches. DIVISION 16 SECTION 16195 PAGE 2 OF 3 ELECTRICAL IDENTIFICATION SEARS - SOUTHCENTER MALL 3.03 NAMEPLATE ENGRAVING SCHEDULE A. Panelboards, 1/2-inch; identify equipment designation. 1/4- inch; identify voltage rating and source. B. Individual disconnect switches 1/4-inch; identify load served and source. END OF SECTION DIVISION 16 SECTION 16195 ELECTRICAL IDENTIFICATION PAGE 3 OF 3 SEARS - SOUTHCENTER MALL PART 1 - GENERAL 1.01 SECTION INCLUDES A. Disconnect switches 1.02 REFERENCED STANDARDS UL 98 Enclosed Switches 1.03 SUBMITTALS A. Product data including outline drawings with dimensions, and equipment ratings for voltage, capacity, horsepower, and short circuit. 1.04 OPERATION AND MAINTENANCE DATA A. Submit data under provisions of Section 16010. PART 2 - PRODUCTS 2.01 DISCONNECT SWITCH A. UL 98: Heavy duty, horsepower rated; quick -make, quick - break, load interrupterenclosed knife switch with externally operable handle interlock to prevent opening front cover with switch in ON position. Handle lockable in OFF position. B. Voltage rating to suit the circuit where installed. C. Amperage rating to suit the load controlled. D. Enclosures: 1. NEMA Type 3R where exposed to weather or where shown on the Drawing. 2. NEMA Type 1 elsewhere. DIVISION 16 SECTION 16440. PAGE 1 OF 2 DISCONNECT SWITCHES C SEARS - SOUTHCENTER MALL 2.02 ACCEPTABLE MANUFACTURES - DISCONNECT SWITCHES A. General Electric B. Square D C. Westinghouse PART 3 - EXECUTION 3.01 INSTALLATION A. Install disconnect switches where indicated on Drawings. DIVISION 16 SECTION 16440 DISCONNECT SWITCHES END OF SECTION SEARS - SOUTHCENTER MALL PART 1 - GENERAL 1.01 SECTION INCLUDES A. Power system grounding. B. Communication system grounding. C. Electrical equipment and raceway grounding and bonding. 1.02 RELATED SECTIONS Section 16010 - Basic Electrical Requirements 1.03 REFERENCES ANSI/IEEE C2 National Electrical Safety Code PART 2 - PRODUCTS 2.01 MATERIALS A. Ground connections: 1. Conductor to conductors, conductor to steel and conductor to ground rod: Exothermic -welded type connectors as manufactured by Cadweld, Thermoweld, or approved equal. 2. Conductor to water service, conductor to bars, conductor to grounding lugs of electrical equipment. UL listed grounding terminal compression set on grounding conductor. 3. When making bolted connection to aluminum or galvanized structures, apply a corrosion -inhibitor such as Penetrox A to contact surfaces between cable, connector, and surface of structure. DIVISION 16 SECTION 16450 GROUNDING PAGE 1 OF 2 SEARS - SOUTHCENTER MALL PART 3 - EXECUTION 3.01 PREPARATION A. Preparation of surfaces: Clean contacting surfaces of ground connections to bright metal before connecting. 3.02 INSTALLATION A. This Contractor shall provide, install and connect a complete system of grounding for all equipment and structures. A good mechanical and electrical connection shall be made with approved grounding connectors. B. Electrical system and equipment grounds shall comply with all local, state and N.E.C. codes and regulations. C. Panels, conduit systems, motor frames, lighting fixtures and other equipment that are part of this installation shall be securely grounded both mechanically and electrically in accordance with all codes. D. System ground shall not exceed a maximum of five (5) OHMS meggered resistance. E. Main grounding system shall be sized to conform with section 250. Table 250-94 of National Electrical Code. Provide. conduit to protect ground wire from damage to an area 6 feet above floor. F. A ground conductor shall be supplied in all non-metallic conduit. It shall be a bare, stranded, annealed copper conductor. DIVISION..16. GROUNDING END OF SECTION SECTION 1645,0 PAGE 2 OF 2 SEARS - SOUTHCENTER MALL PART 1 - GENERAL 1.01 SECTION INCLUDES A. Lighting and branch circuit panelboards. 1.02 RELATED WORK A. Section 16195 - Electrical Identification 1.03 REFERENCES A. NEMA AB 1 - Molded Case Circuit Breakers B. NEMA PB 1 - Panelboards C. NEMA PB 1.1 - Instructions for Safe Installation, Operation and Maintenance of Panelboards Rated 600 Volts or Less 1.04 SUBMITTALS A. Product data B. Shop Drawings C. Include outline and support point dimensions, voltage, main bus ampacity, integrated short circuit ampere rating, and circuit breaker arrangement. 1.05 SPARE PARTS A. Keys: Three each. All panels keyed alike. PART 2 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS - PANELBOARDS A. Branch circuit Manufacturer Panel Branch Breakers Square D NQOD QOB General Electric A Series-AQ THQB, THHQB DIVISION 16 SECTION 16470 PAGE 1 OF 4 PANELBOARDS SEARS - SOUTHCENTER MALL • B. Substitutions: Under provisions of Section 16010 2.02 BRANCH CIRCUIT PANELBOARDS A. Lighting and appliance branch circuit panelboards: circuit breaker type. B. Enclosure: NEMA PB 1; Type 1. C. Cabinet size: 20 inches wide. NEMA PB1; D. Provide cabinet front with mono flat front and hinged door with flush type cylinder locks. Finish in ANSI-61 gray enamel paint over a rust -inhibiting phosphatized coating. E. Provide panelboards with copper bus, ratings as scheduled on Drawings. Provide copper ground bus in all panelboards. Support bars and branch taps independently and throughout their full length. Phase bussing: full height without reduction in size. Neutral bus: full size, isolated from the enclosure, and have a suitable lug for each branch circuit neutral conductor. F. Provide main circuit breaker where shown on panelboard schedules. Top or side feed main breaker (use of back fed branch breakers as a main is not acceptable). Provide all spaces with mounting hardware including branch straps between main bus and future branch breaker locations. Minimum rating for branch straps to be 100 amperes. G. Molded case circuit breakers: NEMA AB 1; bolt -on type thermal magnetic trip circuit breakers, with common trop handle for all poles. Provide circuit breakers UL listed as Type SWD for lighting and receptacle circuits. H. Minimum integrated short circuit rating: As shown on Panel Schedules. PART 3 - EXECUTION 3.01 INSTALLATION A. Install panelboards plumb and flush with wall finishes., in. conformance with NEMA PB 1.1. B. Height: 6 feet, or as indicated on Drawings. DIVISION 16. SECTION 16470 PAGE 2 OF 4 PANELBOARDS SEARS - SOUTHCENTER MALL C. Provide filler plates for unused spaces in panelboards. D. Provide a front mounted nameplate identifying the panel, as shown on Drawings, and listing voltage, phase and wire circuitry. See Section 16195. E. Post -as -built circuit directory (panel schedule) mounted in a directory frame with transparent cover on the interior door for each panelboard. F. Provide screw fastened handle lock -on devices on circuit breakers protecting services to the following equipment: 1. Fire Alarm System (Supervisory Panel Circuits). 2. Burglar Alarm System. 3. Emergency, Exit, Security and Night Lights. 4. Telephone System. 5. P.A. System. 6. Heating and Cooling Control Circuits. 7. Unit Heaters. 8. All Electric Cash Register Circuits and Computers. 9. All Time Switches. 10. Freight and Night Watchman's Signal System. 11. Lighting circuits which are locally controlled. 12. Food Department, ice machines, compressors, refrigerators, freezers and other indicated equipment. 13. All control circuits. 3.02 FIELD QUALITY CONTROL A. Provide the necessary test equipment and personnel to conduct tests on the completed panelboard installations. Electrical tests to be witnessed by the Architect of his designated representative. B. Measure steady state load currents at each panelboard feeder. Should the difference at any panelboard between phases exceed 20%, notify Architect. C. Visual and mechanical inspection: Inspect for physical damage, proper alignment, anchorage, and grounding. Check proper installation and tightness of connections for circuit breaker, fusible switches, and fuses. DIVISION 16. SECTION 16470 PAGE 3 OF 4 PANELBOARDS SEARS - SOUTHCENTER MALL D. Electrical test and inspection: Test installed panelboards and wiring for short circuits and ground faults before energizing. Test insulation resistance between phase conductors and to ground with a 2500 VC megohmeter; reading to be not less than 10 megohms. E. Submit certified test reports. 3.03 EXISTING PANELBOARDS A. Electrical Contractor shall ring out all circuits in existing panels where additional circuits are needed. Reuse circuits not being utilized, yet indicated as used, for new power and lighting as required. Tag all unused circuits as spare. B. Replace all inoperative or defective circuit breakers in panelboards, provide blank covers where breakers have been removed. Tighten all connections. Provide new circuit breakers in panel spaces where circuits are indicated for use on new loads. C. Electrical Contractor shall provide updated typed directories for all panelboards. D. Where work by the General Contractor (wall removal, new or relocated wall openings, etc.) results in, the removal, relocation or refeeding of electrical devices or lighting fixtures, the Electrical Contractor shall disconnect or reconnect as required all active devices remaining on that circuit or system. DIVISION 16. PANELBOARDS:. END OF SECTION SECTION 16470 PAGE OF.4 SEARS - SOUTHCENTER MALL PART 1 - GENERAL 1.01 SECTION INCLUDES A. Interior luminaires 1.02 RELATED SECTIONS Section 16010 - Basic Electrical Requirements Section 16551 - Lamps 1.03 REFERENCES A. NFPA-101 Life Safety Code B. FS W-F-414 Fixture, Lighting (Fluorescent, AC, pendant mounting). 1.04 SUBMITTALS A. Submit product data under provisions of Section 16010. B. Manufacturer's installation instructions. C. Include photometric data, outline drawings, support points, weights and accessory information for each luminaire type. D. Include ETL and ITL test reports. E. Submit manufacturer' Es full range of color samples for selection by Architect. PART 2 - PRODUCTS 2.01 FLUORESCENT FIXTURES A. Part number on the drawings are given for convenience of description. Substitution from acceptable manufacturers below will be permitted upon approval. 'DIVISION 16' SECTION 16510 PAGE 1 OF 4 LIGHTING FIXTURES; SEARS - SOUTHCENTER MALL B. Acceptable Manufacturers: 1. Columiba 2. Daybrite 3. Lithonia 4. Keystone 2.02 INCANDESCENT FIXTURES A. Part numbers on the drawings are given for convenience of description. Substitutions from acceptable manufacturers below will be permitted upon approval. B. Acceptable Manufacturers: 1. Appleton 2. Halo 3. Lithonia 4. Omega 5. Prescolite 2.03 HIGH INTENSITY DISCHARGE FIXTURES A. Part numbers on the drawings are given forconvenience of description. Substitutions from acceptable manufacturers below will be permitted upon approval. B. Acceptable Manufacturers. 1. General. Electric 2. Halo 3. Hubbell 4. Lithonia 5. Prescolite DIVISION.16 SECTION 16510 . LIGHTING FIXTURES PAGE 2 OF 4 SEARS - SOUTHCENTER MALL 2.04 EXIT LIGHTING A. Exit sign shall be surface mounted or suspended type of manufacturer shown in Lighting Fixture Schedule. 1. Shall have a minimum of six inch (6") lettering or as code requires. B. It is the responsibility of this contractor to consult local building code and comply with all regulations in effect. Provide exit sign fixture at each exit and in aisleways in strict conformance with OSHA and all applicable local codes. The Contractor may secure a Salesroom Fixture Drawing from the Architect. PART 3 - EXECUTION 3.01 INSTALLATION A. Verify all ceiling types and coordinate with fixtures and accessories. B. Furnish and install lamps in luminaires and lampholders. C. Support surface -mounted luminaires directly from building structure. Support fluorescent luminaires larger than 2x4 foot size independent of ceiling framing. Support fixtures installed in lay -in ceilings independent of ceiling support according to Section 16190. D. Install recessed luminaires to permit removal from below. E. Install surface mounted fixtures with spacers between fixture and mounting surface as required by code. F. Fixture recessed in insulated ceilings shall be labeled for the use. G. Support swinging type luminaires with a safety cable to structure capable of supporting four times the vertical load. H. In unfinished areas support luminaires with steel channel attached to building structure. I. Do not use chain for luminaire support. DIVISION 16 SECTION 16510 PAGE 3 OF 4 LIGHTING FIXTURES SEARS - SOUTHCENTER MALL 3.02 ADJUSTING AND CLEANING A. Align luminaires and clean lenses and. diffusers at completion of work. Clean paint splatters, dirt, and debris from installed luminaires. B. Adjust all incandescent lamp sockets and aim all adjustable fixtures as directed. END OF SECTION DIVISION 16 SECTION 16514 PAGE 4OF 4: LIGHTING FIXTURES SEARS - SOUTHCENTER MALL PART 1 - GENERAL 1.01 SECTION INCLUDES A. Fluorescent lamps B. High intensity discharge lamps C. Incandescent lamps 1.02 RELATED SECTIONS Section 16010 - Basic Electrical Requirements Section 16510 - Lighting Fixtures 1.03 SUBMITTALS A. Submit product data under provisions of Section 16010. B. Include lamp type, base, voltage, color, approximate hours life, approximate initial lumen maintenance curve. 1.04 OPERATION AND MAINTENANCE DATA A. Submit data under provisions of Section 16010. PART 2 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. General Electric B. Osram C. Philips D. Sylvania 2.02 LAMPS A. General use incandescent lamps: Clear. inside frosted type, rated 130 volts. DIVISION 16,$ECTION 16551 PAGE 1 OF 2 LAMPS SEARS - SOUTHCENTER MALL B. Incandescent reflector lamps: Rated 130 volts and shape as listed on drawings. C. Fluorescent lamps: 3500 degree Kelvin, rapid start, energy saving type T8. D. Metal halide lamps: Phosphor coated, suitable for all burning positions. E. High pressure sodium lamps: Coated, suitable for all burning positions. F. Provide lamps of same type from a single manufacturer. PART 3 - EXECUTION 3.01 INSTALLATION A. Per manufacturer's instructions. 3.02 RELAMPING A. Relamp luminaires which have failed lamps at completion of work. END OF SECTION DIVISION:16 SECTION:16551 PAGE`2 OF 2 LAMPS DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A :,,•''. • . ' ' REGISTRATION NUMBER '• • ' ' EXPIMTIBN DATE • CC03;! JRABBCC172JD. 0.4 /01/94. % "' ' EF'F'4CTTV ''DATE 04/C4/83 •At1&OT7 COAST CO INC • P''0, BOX 84048 SEATTLE STATE OF WASHINGTON OTTO ROSENAU & ASSOCIATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 31 March 1994 City of Tukwila Building Division 6200 Southcenter Blvd. Tukwila, Washington 98188 Project: Sears #1139 400 Southcenter Mall --�_ PERMIT NUMBERS: B9303 / 930358. CO(1.9/}UNITY EXAM I /y w�.opmEN ��1ON Ladies /Gentlemen: We herewith certify that we have completed the following types of inspection and testing on this project. To the best of our knowledge, all work inspected is according to approved plans and specifications and /or Engineer's revisions thereof. 1. Soils - visual only 2. Reinforcing steel (including epoxied dowels) 3. Reinforced concrete 4. Reinforced masonry- periodic 5. Epoxied anchors 6. Structural steel including welds and high strength bolts 7. Steel decking 8. Expansion bolts 9. Fireproofing boards installation Copies of all reports. have been submitted to your office or are enclosed. Very truly yours, OTTO ROSENAU & ASSOCIATES, INC. 751P. ,e°ee Otto M. Rosenau L any �Lractor'a J u 26 1 W Permit Nd CI F TU AP'tOVED FEB 17 1994 AS NOTED �Ll VISIt� / A--- 1 RECEIVED FEB 41994 vZ PERMIT CENTER H GREGORY & CHAPEL ARCHITECTS PS GOP 42 214/14- 5�� FEMOLI "^"TKWL of z # 1295 U I �� HI NO�iN .0 • * . • • • *. ' . • • • • t • t• t • - -Ak) • • 4.1."4 . 4 . 1.1,4 ••• ••• to • • '71= GREGORY & CHAPEL ARCHITECTS • PS 521 IORKIAND WAY KIRICIAND,VASHINGTON 98033 • . • 2.2.94— fAcPcce- Cit erm 1(.1 zc. " • fr OWAL.K • , . , F.E6L GILI.T*46 art • • ' ,TEr...14.'Conrrsz. W4ST-2 -/ • " • 2L, 4. .• • I ....It,' • • /. GREGORY & CHAPEL ARCHITECTS • PS • • • 621 I�0/NC WAY laRKLANO,Y^SHINGTON 96033 ' . . . . „.. MEM fAc4r ce iz ic14.0?-: • -•:.r • • erra KliQr=:0 .i4A•rocir . . . ..:946.^LOGIG •14J.X.. !1S'" • • •„: : • . ..44,44,x11.4 0$.1 WALL • • 1144•3&401.Z:. •• • • Co veP .1■4: *MAE • . • , • • 4 •• . -ssatios.;..-TUFWILA;e1A)A ". . . • . . . • • • 71%, att— Lae. . • . • •• • . . • • •• • WAST-1.* _ ktr-r-' • • • :4 COVUi eff una-N cc • 51 • . ' I • . , . TRAWS,PEA. POMP PIT Ibe.LOW- • t • 04464j, • , I **■:.!.541:3. f•-"22-= I . ji /11414444444418.4e ..- . .• • .!;••••••:11, • •••&. I • - • • s • ...t4C.,q, • t* : "•• • • et,511a:■•• -".• • t . • •••••s. ! ::-..77.::tirrA•5*-"7:•• • CITY F TUKWILA A ROVED 01 7 e 8.sb =Kg( FED 1 7 1994 AS NOTED BUILDING DIVISION 104 1 ...•••••••••"."wmillh""em"....7110( CLG. 8' 13' -6" 0 • CLG. 6' 16'— 11 10' -5" CA. PHOTO C.G. 17 4 Vetgs( `tp4. ? :.010 _' -2 3/8' FRAMES 10'. M N 3' -6 " }3' -6 °� IIF_� 5' -0" 3' —r 1111111111111111111111111 1111111111111111111ftik.Nb 2 ITY OF TUKWILA N IL FEB ; 1994 • 21'D 1.01 114 4\1 - n v‘vi = II— # 212-- sEu t .Awls , (\rr ;r Dlu tuppue.0) 17E t '0F 211 ('Z) a1fou -v 1:lociasa 3'e" x 1.0" 1%11 BUIL +IN DIVISION FILE COPY RECEIVED CITY OF TUKWILA FEB 2 4 1994 PERMIT CENTER i-Tta ,33 GREGORY & CHAPEL ARCHITECTS PS H ' �2I/ ..moo,... DE S REIV LINC7 -- �iwIL, \ {I�-ot lam_ Ili #1293 :.w .Y t / /iii. 1Raaa l orl i mig _ a ����• liiil�� „ i lAmmium moo iiiiiMi �/_Il��_i � �—�-2 �8 ���■lul�lll�l �li�:�'r. j .. . ■ ■aaRI �1 allaill co INT I;,. al EN sumaimms ■ m lksi mis r �r . gym .. 1111/111 iuu ... m or N1m iliggill1111111111E 111114/4 11111 ININIElitiliiiirrq"' diai munim 1,„,,,„siewsmirmezilvirAirgisi• ----iiimosamemill. , ,,____ � L 2 ( CEILING ci J/g,u I' -fin RECEIVED CITY OF TUKWILA F E B 2 4 1991 PERMIT CENTER I?eivD A4.3 H GREGORY & CHAPEL ARCHITECTS • PS 121/94 ,, EA nLA , WOT fr tt U t ' #12,°3 , 14 15 9 2LE3B-13,15,17 2LE35-1,3,5 mik. 2m9 flcog. FOVEA NN — ,112ED/rMYIES 1/61`-=-* HGREGORY & CHAPEL ARCHITECTS • PS # 1115 RECEIVED CITY OF TUKWILA FEB 24 1994 PERMIT CENTER REFest-To E—t. SF-A 'RS/PIZ-LNG Irn Wf'551-tiNOPQ FASTIAL 24 LZS InfetzIAN -21iortp yr= r_olt 1ECEIVED CITY OF TUKWILA FEB 24 1994 PERMIT O To NTER. RE6ea. f GREGORY & CHAPEL ARCHITECTS • PS 145-1q 1 SEA eREitipri—LNG PRAtutett7r° EZ ofl • # 1 2.1 -11)1/4j1 L)\' \41/44/-41‘‘ISPI\-3 c _ 4 • 16) ~off NEW TYPE LIG j FFI ' RE. TYPICAL rA2ND,ies 1 /61%. 11. 0<< GREGORY & CHAPEL ARCHITECTS • PS CITY OF�TU WILA FEB 2 4 .994 PERMIT CENTER itsir-ea. lb ES 1-31.111 ers_ ` V(:' CNEL1t\) f "' 1 `, `Ntqu I LA, WPwSt-KNkpr. 3 # 12°13,,,✓ of 7 0 • -1-1 ' iT Y V -4 NOE 30 -6 0 YYTV Yka-N.1 27 30 0 2L5-30 0.1 •• A A A.: 7 ; 11 11 2L5-2 fl'-8 t.11 2L5-27 2L15 0 - 19 28 ----- • t 7 34 i• • 28 PROVIDE J-E5OX FOR OWNER SUPPLIED, FIX,-1042E COORD. ei-EYATION LAI/OWNER YrYPIdOF :1! — — 28 rAffitsa_. 2N0 f tar- 1.16+11KED LPN - Palm • RECEIVED CITY OF TUKVVILA FEB 2 4 1994 PERMIT CENTER ES% GREGORY & CHAPEL ARCHITECTS • PS 1-31-4+ 6564 (Fakipca.ING 12.15 1 -TUKWILA, W/NSt-tiNCEpt.1 0 eels -r, PANEL 2 L5E5 SCHEDULE 120 /208 v 3c¢ 4w . 22s, MUD SERVICE WATTAGE SEAM A 8 C 1 20 1 G', - P65 CP44To) 27 zo ReC. - OPTICAL Zo 1 2 3 I 275 120 4 4 5 fteC., - rtb-ro %o, Pt- uGMoL.P - OPTICAL. 6 7 1 lI° /30 FZEZ, - OPTICAL- 8 9 160 alp feG, - mow 10 11 ` 180 . , Rec.. - F4EANNG ,AIDS 12 13 ISo 0 t 14 15 1$0 4p i fkr.4. - rk'aa, pl. 16 17 - T 1 /r I, . 18 19 REG. i=prMES I IUIII�rll I III. 20 21 Rte. - COL. -...� ac,, i ttec, -. Po,5 22 23 7S0 , - f\ a 24 25 eil0 R -- VENPiNG 28 27 f .f.CF'T-OPT1GAL. no 75.0 28 29 °lam 0 _ 30 31 ./ „ TO .00 , P`tAmes 33 WI Z , 15' '72,0 1:: 35 -' si, `` 156 • 38 3 7 ZO APT o0� •.� 4t C,"a t"4 , N(AG„4; y v 3 8 39. 50410 Tl5 r v1 I° 560 ,. 1080�%:.� AG 30 40 42 41 �, Mc.- AC°r• Rl1. ..iii► 1 ...,.�� • TOTAL WATTS , Co I ros 1001S 100247 CONNECTED LOAD - 24,200 AMPS , SI St i:, 3 DEMAND LOAD 0 IzePI -Aca f:)VST, IP- ZOA CIRCUIT AKER w/ Nevi GRcLWt ommAKett, GREGORY & CHAPEL ARCHITECTS • PS 1-3114- #1215 0 0 CITY OF OF FEB 2 4 1934 PERMIT CENTER SE*1 a F -M< ILA , W SH-il r• S a 5 gSyYTIN6 PANEL 2-.6 SCHEDULE w8'f /twv 30, 4W zzsA MLo R i' SERVICE WATTAGE SERVICE i w�_A • ' .1.. 1 20 1 17,Y.6!"*. j T' ono PORTMI T sTu010 20 1 2 3 150, TO lK L. 4 5 ApJ. CN. L.."rG-l. ��- 12co :r Wryrr Nyt. L.TIa. 6 7 IzOO 70 1 8 9 1200 e-r��6 10 11 I .. 960 -N► . - s.. 1.46. WE -r 12 13 f 20! 1 ,i, 14 15 'ZOO 0 fit4orke,r. e T I-TG, —.4 16 17 C01ZNIC.B L.1Cx, I, .• o3p 18 19 I (q0 SPARe 20 21 470 4,4204.4ES 22 23 TACK LTC?, OPTICAL. 1 9(0 i'kt GeN'7 LTCa, 24 25 T -i4 LTG PRA•MEs 86°= -• �GEN T eiT !.16, 26 27 TR.�cic. t.-TG, PR0•1% 6%7( (0 28 29 GaWN l?Gt H44'1% EJj}2Y o IOad FR GSet•IT 06, 30 32' 31 mbpiNz.E /1%o �t.uo NGeNT LTC 33 f. ToG G - ' b�oR� �' Hu o' We ^ICXo.G! 34 36 35 '780 37 201 -% Uoitirlt-Jal Or(ICN.• ; C 1 38 40 39 'PAGE 41 1, �-- SPA. 42 TOTAL. WATTS 1l0 70 01710 13210 CONNECTED LOAD - 81.070 AMPS °12. 0.1 110 DEMAND LOAD - GREGORY & CHAPEL ARCHITECTS • PS RECEIVED CITY OP TUKWIlA FEB 2 if 1994 PERMIT CENTER reR iv E l5 1.31•t OrL.I N Pfi ., 1W4J I LA, Wi°t51-ftNiQUr••3 otE6 LIGHTING FIXTURE SCHEDULE MARK MANUFACTURER CATALOG NUMBER DESCRIPTION LAMPS INPUT WATTS TeP4222UCa- •49333- I -EOGMO 2x2 RECEABSED FLUORESCENT 0 PAA RBOLIC SEMISPECULAR 2- TL80 /6U S614 ©COLUMBIA g SITE DCV1N LIGHT ADJUSTABLE 1-150 PAR38MAL/SP 15014 O^5 COLUMBIA T84P92G- 52.125- 243 -FOGY 120 3 -LAMP RECESSED FLUORESCENT 1,41714 125 ACRYLIC LENS 3 -F32T8 10014 O OJUNO �1338WW JUNG R'4WW WHITE TRACK LIGWT WITH CAST BLACK BAFFLE I- Q50MR16/NSP/EXT 50W 08240- E>3120 WHITE TRACK LIGHT WITH CAST BLACK BAFFLE 2�40TD 79W OCOLUMBIA © BeWL 223- EOB -WW -120 2 LAMP WALL MTD FLUORESCENT MIRROR LIGI4T 2 -F23T8 6114 4P82F- 52.125 - 142 -EOCT -120 2 LAMP RECESSED FLUORESCENT FLEE MT W/ .125 ACRYLIC LENS 2 -F32T9 6314 OCOLUMBIA © KELLY K•1040 DUAL. ARM DOCK LIGHT 1 -150 PAR 38MAL/9P 15014 pp�RE8C0l.ITE 1016M3 -50M1 FE -M7 MID 5CiJARE 14/ STEPPED REGRESSES: FRESNEL LENS I- MXR70/CAJAMED 614 0 IGUAL -CITE S- IF- FK -BPG 81NGLE' OR TWIN FACE UNIVERSAL MT EXIT SIGN 2 -5W PI- 1314 • O5 UT$ WID AL1JU57Nate UPLtGi4T- ' I- MXRi75/C/15U 21044 ©LITHONIA (AV 13- 115M-SF HID C'rLINDER. 1- rixR1l5 /Clem 210w1 ��•.r ©Li+.^(11RITE SG12+2- O.5FS121D 1205B 2 -L-1F RGGESSED sTMWITH I26 2- F32T8 (03 W LIGHTING FIXTURE SCHEDULE NOTES I. COORDINATE LAMP COLOR 141714 SEARS PRIOR TO ORDERING 2. COORDINATE SIZE WIT44 CASEWORK PROIR TO ORDERING FIXTURE GREGORY & CHAPEL ARCHITECTS • PS 1 -ZS94 #1213 RECEIVED CITY OF TUKWILA FEB 2 4 1994 PERMIT CENTER EMS \cCE-LN lut<tAJILA, Wf'c5t-ttn, r`.� • L A t 11 w. ow M U W GREGORY &CHAPEL o N 5 RE LING uslAy ARCHITECTS • PS H ��¢ - j'l�kV1/ILA. WA5f+i1�.1�a�'t�V # l'L93 of FE gyps 12:'oc-Im1( suq. c LG� If• I� u j Gtits5 '7/ i}aD(p,l (t tF1' I.o Tl>a..) eLL .4 • • • ppoGaAL- Si ams C i CMG. Vg2T. STIJGS eiF6uN1 EoitrZ AIL 1'v2'' ILo Ri)NiE,EX, Fuel. WO CO NH r1 AJOOD Der . 20 Gil-. Mer sTuos @ I6 O,G.A0X. De - FaFer-tv A .2. on «b f { aF 24. L <---- Ci Wpd-L_ Cot.. ENc-L0= 2�LRE. N- J Dr -f C- Ash MBt.Y -1'D Mtr F.X1FvTIkA ? GRIDS EE /11 afi-1E12,5 I /4' "TEMPVED GLAD e,U OJND IN M -Ame - aN AE R L DJF 191 F L`f 1A O i v2.11,_. 11.0 CONC.'S glll III 1 Malin 41111 tttttt u,0 H woAccal E ti RECEIVED • FEB 8 1994 HGREGORY & CHAPEL ARCHITECTS • PS PERMIT ,8¢ ON 2 S1tE M LINE7 /Bid �. Wi°h5+-i 1N��N #I2q3 H I LT I I /4 "x I " v- X11' mC•hzs FINIS D Ct 0 EGG CW1 1; 1 GRID < 01� i M O -C c el1WC.1146 ,EVE t1r L 1caNr=p f Mer L 67vp pACTTIoNIS 5%811 c al 20 si >et, ► iJ . L.1 +T f Rte ON 00 GA f 2kVY t e 24" 0 •G. trume s>va i`6t■Roi WAN 6iswit fox bieFfAcq r--• 4-hr+ra r�Gi -� Y � W e. APPROVED DEC. 5 1:93 COIN le, WALL 0 GRIM ce ,4Nfi� A/N 14 -1 a Oft, mac* EtNir [ 1 G ISION 5 - 18 flRSr fLocF2- Al RECeIVEO QI Y OF TUKWILA f►Nlsiteo G�lua� i DEC 2 1993 PERMIT CENTER 13 rc0 To =mac 14ze -As pffair›. Ik- «64 Cy Witt: 'rvi) ritA.Tant,i ciLA. - GA. Meg4L • trnit I k) '�j SS die X701`'' - 6t)spemo fpxylel DVe # SF Sf _ trosizaspx, 4V8 GEI4ING� -�► 51A411.6r, avisitzuctio t w�r4o &• s`r-' '� "13.1n&ttDLo" G $ L INCG OFI.cfS. •FIRST' ICE W+E MEC Jim ell' 15 E HGREGORY & CHAPEL A R C H I T E C T S • P S II 41 56 s • R mspet.IN& iT.)Kln itA, t� {�INJO`T0N cjn_ 1 of # I !ig w ki 61Y gn to sA a hi W L Z� -J a ."1, 1 W ;r u. Gil Y OF Ill MLA ApPRO ED 1` _ 3 !?I,414..D1 G 1 1 ISIO I LIJ -J W z L H U N 1.1.45 S No LLbn 315 1401 V _.1Ji c aX 6 1 1 MAR 1 199 � QQ g EQ104i s! McLaren • Peterson • ( sociates, Inc. Consulting Engineers 820 John Street, Seattle, Washington 98109 Office (206) 622.4580! Fax (206) 622.0422 JOB: DATEt SUBJECT: ' WILf., ln.A I -12— eY W13T- �ce GA-t JOFj $I?,zD �P ESN 1 8619 IS aT40 1/2" Jot i4 __..._%2_. ML. RECEIVED CITY OF TUKWILA MAR 1 1994 PERMIT CENTER McLaren • Peterson • sociates, Inc. Consulting Engineers 820 John Street, Seattle, Washington 98109 Office (206) 622.45801 Fax (206) 622-0422 JOB: DATE. .1VI<LUI Li}., W'- BY y, r • SUBJECT. WEST t4112't`^iTl+Cfel 15I RD GILL T1(Iv�v lExts— cat . astm 7'.:, 16 . A054.E. o)/ 3 - to INSTALL JOISTS WI AS HIGH ON p er @ GP-10 71 As doss ► BLE. CXRD. ■/ Fpfrmilu. foal CitvoN 1,4)o -i %tom 5T'tk-D Vr,ucc.iw pct mve4 AT \SotsT- (1 Mtta_ pENET>At1oA) c7 16 TRH cor4r. /--r Ic j-, i66A... Psi E c6 /3-raa Scoe.i ISI, a7 ... D _2444 sm tieltrAY 4100c - - ..- St_cT x-- X N.T5. L Lea 0 w � X1.118 AT . 4.-&oc. . --� I/2n Mme#+ $J O s -,(z BEENJ - q--- -- • cst2..E 4L `) 4tb ( f SCRFrt,6 AT s.4Sr- V.411=4,Le ® RECEIVED CITY OF TUKWILA MAR 1 1994 PERMIT RENTER C SEP ,7.1WW3, • ,S; McLaren • Peterson • Associates, inc. Consulting Engineers 820 John Street, Seattle, Washington 98109 Office (206) 622 -4580 / Fax (206) 622 -0422 • STRUCTURAL CALCULATIONS t . • (: SEARS LOADING DOCK - TUKWILA ) CITY RECEIVE OF SEP 0.91993 PERMIT CENTER. McLaren • Peterson • C ,oci ate s, Inc. Consulting Engineers 820 John Street, Seattle, Washington 98109 Office (206)822 -4580/ Fax (206) 822 -0422 Joe: G ( ,ait2thecg�.t L DATE: e-10 - 8V z, SUBJECT: AT Eft efp..5 ! i!! I! I Li i 1 1. i i i i! i i i I _. 0 `S I { I HH 1 i I ii I I i i i i _ i.�� �` , -- -R ' (tib 1 ! � ! i ! ' I _ _ I i laic1�3- �..0�� - . 1 i I i Wii- 1 b CI *It.1 , I 1 Q ---1-42±.7-2.4,1.% C lit _f . ;t_9.::%; i I l i I I I I I I�: i i l I � i► I �. !T I I I I 1 ___II�I1111Pl�Iva______ 1 4. f i 'Q . MINIM ( O A PI b1 NM ••• uI _ 10 NI, 9- 9 MD • • rl�llirrFi a .r1 ' 1�f71�i1 LC McLaren • Peterson • ke- ,ociates, Inc. Consulting Engineers 820 John Street, Seattle, Washington 98109 Office (206) 622-4580/ Fax (206) 622-0422 JOB: C;412-4 ( tit,Ck_. DATE: SU BJ ECT: T 0011) 4S. i ! 1 , . I ; .-C.EilAbeckgi 1 )-- ; 1 ; i 1 1 ; i I • i I : 001.1) ...[..-____--a-._.i..5a.25.20* ----.11 co L.,-16; c±__ ), -7 I 5_./11 *: LW it4D (1.4-----4.t.---(-; 4 5 '-'1,i.-4X, 1 , 5A r...x4tr, 1;11 Iiiii i 1 i 1 1 !ill I , , ! 1 ' i I 114., cg 64o* I I I I I I 951 I ___111::rtAini X Sie.9132_44k1314 ; 6 tak-OT • ! .: ' r i lizill__ •14414 1 np..-. _ • ac;______jj_ I 1 ! 4 WALL GEOMETRY : HEIGHT OF WALL i`0 ROOF LINE HEIGHT OF THE PARAPET MASONRY UNITS : AT Oat' t Ts 5 18.75 0.00 UNIT DESCRIPTION 12 IN. LIGHTWEIGHT CMU GROUT PARTIAL F'm UNGROUTED (PSI) 1=50• F' m : FULLY GROUTED (PSI) 1500. SPECIAL INSPECTION REQUIRED YES VERTICAL REINFORCEMENT : STEEL GRADE (KS I) 60 BAR SIZE 6 BAR SPACING (IN) 48 DEPTH OF STEEL FROM COMPRESSION FACE (IN) 5.81 LOADING CONDITIONS : WIND SUCTION (FSF) ^4.10 SEISMIC ZONE SEISMIC I FACTOR 1.00 SEISMIC C FACTOR. 0.30 VERTICAL LIVE LOAD (LBS) 100 VERTICAL DEAD LOAD (LBS) 100 VERTICAL LOAD ECCENTRICITY FROM FACE OF WALL (IN) 0.00 ** ULTIMATE STRENGTH CHECK ** LOAD CASE DESCRIPTION U. MOMENT N. MOMENT SUMMARY .•75 (1.40 + 1.7L + 1.87E) 11530.77 3•3i 265.61 OK .75(1.4D + 1.7L + 1.70W) 16980.:8 =265:61 OK .9D + 1.4.3E 11317.92 32276.95 OK .9D + 1.30W 16853.47 32276.95 OK LOAD CASE DESCRIPTION ** SERVICE LOAD DEFLECTION CHECK ** MID -SPAN DEFLECTIONS (IN) SUMMARY MAXIMUM ALLOWABLE. 0.03 1.58 OK 0.05 1.58 OK DEAD + LIVE + EARTHQUAKE DEAD + LIVE + WIND ** CODE COMPLIANCE CHECKS ** CODE SECTION UPPER LIMIT LOWER LIMIT VALUE SUMMARY 2411(a) 0.40E -01 N/A 0.42E -02 OK 2411(b) 0.32E -02 0.70E -0 0.79E -03 OK 2409(e)1 0.60E +01 N/A 0.96E +00 OK / -- McLaren • Peterson • ,ociates, Inc. Jost faux' t, SbII�Er QCC,� Consulting Engineers DATE: - i3 "'gig-. By ED 820 John Street, Seattle, Washington 98109 Office (208) 622 -45801 Fax (206) 622 -0422 SUBJECT: • 4C0x4s1/(6,a4._±.5y.-,--_,Lsicr 1 j ,^ Q 2 `oCl . j a', ll !I ii I i-I aee k i... 4p *,c 935 TM - 5 C t. t4 . bst.s / a 4435 6 -✓ 665 McLaren • Peterson • k .ociates, Inc. Consulting Engineers 820 John Street, Seattle, Washington 98109 Office (206) 622-4580/ Fax (206) 622-0422 .0Ar-419- OAT SUBJECT. 1 ; ; 1 44e i ' e I / = Eox = B.1414 • • I 14,)(04gX. Li AL4 ‘.4 d5A-9 = slasxi.:11 - {BSI aniaiummuuma r • • I ■ '261.:1 111111 Imp mmumim. 111111111311` ,Itsia, B15 J.eili2.25 (4) - 6,/12e 1 ) 1111111111M■.- iass S•■•• coo .4.14 4 11111111111M 14e/a) 11111 ,11 tc. McLaren • Peterson • (- ,ociates, Inc. Consulting Engineers 820 John Street, Seattle, Washington 98109 Office (206) 622-4580/ Fax (206) 622-0422 .•- Jost *424 °Ant ,r0J-P31 - C•1 BY pc, SUBJECT: ' . ! ____ • I i I 1 I I I I I 1 ' I 4 t 11 , .....2), it 1 u ,ii ! , . =: . H =-24- 1 1=.0-Vir-b , 4 rnitt 1 OILE'LLY Xj (I &c al-41441-1Z=-----,Lt - ..:—. . i I ■ H I I 7— 1 - ]1_-=-LaT5 . 14 1 =, icat:1314) 112E. 03/2.) - ,9114' H 043/47 took OV41 -= 6-4s ON*, 1 1 I I c1.4. 1 1 !1.t I .it t 11 Ca, Utltrdaki DESCRIPTION >> >> GR SEAM DATA SPAN = BEAM DEPTH = BEAM WIDTH = 'T' FLANGE THICK. = FLANGE BOTH SIDES ? WEB SPACING = INCLUDE BM. WT. ? Y STIRRUP AREA = Eff. Slab Width = --- REINFORCING K EXIST GRADE BEAM DE BEAM #B47 15.5 ft 24 in 18 in 6 in N y/n 0.00 ft y/n 0.4 in^2 72 in LAYER #1... COUNT: SIZE: 'd' : LAYER #2... COUNT: SIZE: 'd` : CENTER DESIGN DATA 4154 f'c = 3,000 psi Fy = 60,000 psi SEISMIC ZONE (0=wind) = 3 COMBINE LL & ST 7 N y/n • CONCRETE WEIGHT = 145 pcf Graphics: BOTTOM TOP � 3 7 7 20.5 2.� 0 0 0 0 TRAPEZOIDAL: #1: Load @ Left = @ Right= #2: Load @ Left = @ Right= DISTRIBUTED: #1 = #2 = #3 = #1 = #2 = #3 = #4 = #5 = MOMENTS: #1 = #2 = SUMMARY Dead Fix = 2 .. Pin = 1 .. Free= 0 .. LEFT (1,2,3,4) : END CONDITIONS . LEFT >> . RIGHT >> TOP BOTTOM 7 7 2.5 20.5 O 0 0 0 0 0 APPLIED LOADS Live Short O --� 0 0 0 0.45 0 0 3.74 5.12 3.74 0 0 0 0 0 0 0 0 0 0 4.06 7.31 4.06 4.06 0 0 0 O klf O k1f O klf O klf O klf O klf O klf O k O k O k O k O k O ft-k O ft-k Mn*Phi : Center = Mn*Phi : Left = Mn*Phi : Right = 118 • Mu 181 Mu 181 Mu Vn*Phi: Left = 75.� Vu Vn*Phi: Right = 75.2 Vu : Center= : Left = : Right = RIGHT 2 <� 2 << TOP BOTTOM 7 2•5 0 0 0 17% 7 20.5 in 0 0 O in Location Start End 0 0 ft 0 0 0 0 a.5 ft 8 f 10.5 ft 13.5 ft O ft O ft O ft O ft 15.5 ft O ft O ft 971 --- 9-2 --- 9-3 -~--| 66 33 21 ft-k| -103 -56 -36 ft-k| -118 -62 -40 ft-k| | Deflections (in) : Left = 30.5 x Right = 27.6 ..Reactions(k) Left Right DL+CBm Wt] = 13.64 16.42 DL+LL+[Bm Wt] = 21.83 27.72 DL+LL+ST+CBm WtJ= 13.64 16.42 16.6 15.3 10.7 k 9.8 k Up @ X-Dist Down @ X-Dist 0.00 0"0() -0.00 7.85 ft | 0.00 0.00 -0.02 .7.96 ft 1 0.00 0.00 -~0.00 7.85 ft 1 | 13.6 ft 1 10.25 in 1 27.58 k 1 | Stirrup Requirements: Dist. -> 1.9 3.9 5.8 7.8 9.7 Spacing -> 10.25 10.25 999.00 999.00 10.25 Vu -> 30.54 30.54 15.88 10.88 25.20 11.6 10.25 27.58 ADDITIONAL DEFLECTION DATA Optional Location = 0.00 ft Using Service Loads Only ....(enter 0.0 for maximums) Mcr: Cracking = 59.2 ft-k Neutral Axis = 2.50 in Ms:Max DL+LL = 77'1 ft-k I.: Cracked E : Elastic Mod. =_ Fr : 7.5* (fc)• "•.5 = Z:Cracking 3987 i n• •4 +06 psi 0.8 psi 72.6 ksi Ms:Max DL +LL +ST = 44.5 R2 = (Ms: DL +LL.+,ST) /Mcr= 1.330 I : of f ... Ms (D( `.L.) = 18,789 I : eff ... Ms(DL+LL+ST) = 36,705 STATIC SECTION ANALYSIS For Evaluation of 'Mn' Moment Capacity: X : Neutral Axis a = beta * r Compression in Concrete Sum CSteel comp. forces] Tension in Reinforcing = To Determine Mn, Use... Sections w /Tension Steel Only With Tension ?< Compression --> > Mn = ftk in 4 i n"•4 Center 1.11 0.94 4=.228 0 -180 Left Right 1.11 1.11 0.94 0.94 43.2286 43.2286 0 0 -180 -180 in in kips kips kips Mn = T * (d -a /2) Cc * (d -a /2) + Sum(Cs *(d -d') For Evaluation of Max. As For Ductile Failure: X -Balanced • Xmar • = x * max Y. a -max . beta *Xmax = • Compression in Concrete Sum CSteel comp. forces] Total Compressive Force As Max. = Tot Force / fy = ACI 9 -1 & 9 -2 DL = ACI 9 -1 ?< 9 -2 LL = ACI 9 -1 & 9-2 ST = .... Seismic = ST * 12.13 9. 10 10.31 1181.2 103.4 1284.6 21.41 DEFAULT ACI LOAD FACTORS 12.72 9.54 10.82 1198.5 63.1 1261.6 21.01 12.72 9.54 10.82 1198.5 63. 1 1261.6 21.03 in in in kips kips kips i n. "2 1.40 ACI 9 -2 Group Factor = 1.70 - 1.70 1.10 ACI 9 -3 Dead Load Fact= ACI 9 -3 Short Term = UBC 2625(c)4 "1.4" Factor = -UBC 262S(c)4 "0.9" Factor = 0.75 0.90 1.3,0 1.40 0.90 DESCRIPTION >> C .K EXIST GRADE BEAM >> GRADE BEAM #847 BEAM DATA SPAN BEAM DEPTH BEAM WIDTH 'T' FLANGE THICK. FLANGE BOTH SIDES WEB SPACING INCLUDE BM. WT. STIRRUP AREA Eff. Slab Width --- REINFORCING = 15.5 ft 24 in 18 in 6 in N y/n 0.00 ft y/n 0.4 in^2 72 in LAYER #1... COUNT: SIZE: 'd' : LAYER #2... COUNT: SIZE: 'd' CENTER DESIGN DATA IS 4/5 f'c = 3,000 Fy = 60,000 SEISMIC ZONE (0=wind) = 3 COMBINE LL & ST ? N CONCRETE WEIGHT = 145 Graphics: (1,2,3,4) : 3 END CONDITIONS BOTTOM TOP TRAPEZOIDAL: #1: Load @ Left = @ Right= #2: Load @ Left = M Right= DISTRIBUTED: #1 = #I1 =v 0 #3 = 0 POINT: #1 == `' 4.23 #2 = 9.26 #3 = 0 #4 = 0 #5 = 0 MOMENTS: #1 = 0 #2 = 0 2 3 7 7 20.5 2.5 O 0 0 0 O 0 APPLIED Dead Live . C) 0 0 0 0.45 SUMMARY Mn*Phi : Center Mn*Phi : Left Mn*Phi : Right Vn*Phi: Left Vn*Phi: Right 0 0 0 0 0 0 0' ,4.BB 13 0 0 0 0 0 Fix = 2 ... LEFT >> Pin = 1 ... RIGHT >> Free= 0 ... LEFT RIGHT psi psi y/n pcf 2 << 2 << TOP BOTTOM TOP BOTTOM 3 � 7 7 2.5 20.5 O 0 O 0 O 0 LOADS 3 7 2.5 0 0 0 7 20.5 0 0 0 in in Short Location 0 .0 0 0 0 0 0 • • 0 0 0 0 0 0 klf klf klf klf klf klf klf k • � k � k ft-k ft-k = 118 Mu = 181 Mu = 181 Mu = 75.2 Vu = 75.2 Vu DL+CBm Wt] = DL+LL+CBm Wt] = DL+LL+ST+CBm Wt3= Center= Left = Right = : Left = : Right = 'Start 0 0 0 0 0 7.5 0 0 0 0 0 9-1 --- 9-2 81 38 -116 -60 -94 -~50 24.9 13.6 24.5 13.6 End O ft O ft 15.5 ft O ft O ft ft ft ft ft ft ft ft --- 9-3 ----| 24 ft-k| � -38 ft-h| -32 ft-k| 8.8 k 8.7 k ..Reactions(k) Deflections (in) | Left Right Up IR X-Dist Down 08 X-Dist . I 15.75 11.46 0.00 0.00 -0.00 7.65 ft I. 27.22 17"87 0.00 0.00 70.02 .7.54 ft 1 15.75 11.46 0.00 0.00 -0.00 7.65 ft l Stirrup Requirements: Dist. -> 1.9 3.9 5.8 Spacing -> 10.25 10.25 10.25 Vu -> 24.86 24.86 22.34 7.8 10.25 19.89 9.7 10.25 22.07 11.6 10.25 13.6 ft 10.25 in 24.46 k ADDITIONAL. DEFLECTION DATA • Optional Location = 0.00 ft Using Service Loads Only ....(enter 0.0 for maximums) Mcr: Cracking = 59.2 ft-k Neutral Axis = 2.50 in Ms:Maw DL+LL = 76.0 ft'( I : Cracked E : Elastic Mod. Fr : 7.5 *(fc)• "..5 Z: Cracking ==. 3987 in•°'4 +06 psi C).8 psi .6 ksi Ms: Max DL +LL +ST = 42.6 ft -k dmi R2 = (Ms: DL +LL, ±ST) /Mcr= 1.387 I:eff... Ms(D,.L) = 19,406 in-4 I:-Ff... Ms (D +LL +ST) _ 36,705 i n`' "4 STATIC SECTION ANALYSIS For Evaluation of 'Mn' Moment Capacity: Center X : Neutral Axis a - beta * = Compression in Concrete = •4:.228 43.2286 43.2286 Sum CSteel comp. forces] = 0 0 0 Tension in Reinforcing = -180 -180 -180 To Determine Mn, Use... Sections w /Tension Steel Only - - - ->> Mn = T * (d -a /2) With Tension & Compression - - >r• Mn = Cc *'(d -a /2) + Sum(Cs *(d -d') = 1.11 0.94 Left 1.11 0.94 Right 1.11 0.94 in in kips kips kips For Evaluation of Max. As For X- Balanced Xmas, = x * max 7. a -max = beta *Xmax Compression in Concrete Sum CSteel comp. forces] Total Compressive Force As Max.= Tot Force ACI 9 -1 & 9 -2 DL = ACI 9 -1 ?< 9 -2 LL = ACI 9 -1 & 9 -2 ST = Seismic = ST * Ductile Failure: = 12.13 = 9.10 = 10.31 = 1181.2 103.4 1284.6 / fy = 21.41 DEFAULT ACI LOAD FACTORS 1.40 1..70 1.70 1.10 UBC UBC 12.72 9.54 10.82 1198.5 67.1 1261.6 21.0. -. 12.72 9.54 10.82 1198.5 63. 1 1261.6 21.03 in in in kips kips kips i n•`•2 ACI 9 -2 Group Factor - ACI 9-3 Dead Load Fact= ACI 9 -3 Short Term = 2625(c)4 "1.4" Factor = 2625(c)4 "0.9" Factor = 0.75 0.90 1..70 1.40 0.90 McLaren • Peterson • Ai ociates, Inc. Consulting Engineers 820 John Street, Seattle, Washington 98109 Office (206) 622-4580/ Fax (206) 622-0422 01120111--,A Joe, -At it*f- Cc&-• DATE: 9- 17 CIS BY CS SUBJECT: I ! . , ! ' ! - — f •k 117:';:L.111 1?2 .2.11L.L1a516. cap/2. I ! I I 1 I !ill Rilit3_11_0.!1! I • I — 1 1 ' .. . ; i i ! , ! : , k------; c:016 i 'f 4sig i 1 1 x )1 1 N=g04' .pi=06% .»• V- ___MiRttf (4ex rt + 4;et,i)! 1 411(4) I I 1 1 crli=_Aiteta_ZM ti ' L ,c 4. —mg 1 1 •■•••■■•••••■■■•- DESCRIPTION DE���CRIPT2ON >> D >� BEAM DATA SPAN = 'BEAM DEPTH BEAM WIDTH = 'T' FLANGE THICK. = FLANGE BOTH SIDES ? WEB SPACING =� INCLUDE BM. WT. STIRRUP AREA Eff. Slab Width = = = --- REINFORCING >> D�� GN NEW GRADE BEAM • �� '�� EXIST �...� BEAM GN NEW GRADE BEAM l . LACE EXIGT GRADE BEAM #836 DESIGN DATA 34 34 18 N 0.00 Y 0.22 18 LAYER #1... COUNT: SIZE: ' d' d : LAYER #2... COUNT: SIZE: ' d' : TRAPEZOIDAL: Left = Right= #2: Load @ Left = @ Right= DISTRIBUTED: #1 = #2 = = #1 = #2 = #3 = #4 = #5 = MOMENTS: #1 #2 Mn*Phi Mn*Phi Mn*Phi SUMMARY = = ft in in in y/n ft y/n in^2 in CENTER f'c = 3,000 Fy = 60,000 SEISMIC ZONE (0=wind) = 3 COMBINE LL & ST N CONCRETE WEIGHT = 145 Graphics: (1,2,3,4) : 3 END CONDITIONS Fix = Pin = Free= BOTTOM TOP 5 5 9 7 30.5 2 0 9 0 27.5 0 APPLIED Dead Live O 0 O 0 O 0 O 0 0.43 0.53 O {) O 0 8.24 4.47 7.74 4.47 7.74 4.47 8.84 4.47 4.68 5.28 O 0 O 0 2 ... LEFT >> 1 0 ... LEFT ... RIGHT >> RIGHT psi psi y/n pcf 1 �< 1 << TOP BOTTOM TOP BOTTOM 5 � 5 7 9 7 30.5 2.5 O 0 O 0 0 0 2.5 0 0 0 LOADS Short 5 9 30.5 in 0 0 0 in 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Location Start End klf 0 0 ft klf klf 0 0 ft klf klf 0 34 ft klf 0 0 ft klf 0 0 ft ft k 10 ft k 14 ft k 20 ft k 26 ft ft-k 0 ft ft-k 0 ft : Center = : Left = x Right = Vn*Phi: Left = Vn*Phi: Right = DL+CBm Wt] = DL+LL+CBm Wt] = DL+U_+ST+[Bm Wt3= 848 Mu 637 Mu 637 Mu 86.4 Vu 74.5 Vu ..Reactions(k) Left Right 39.94 32.88 61.82 52.17 39.94 32.88 Center= Left = Right = : Left = : Right = Stirrup Requirements: Dist. -> 4.3 8.5 12.8 Spacing -> 9.70 14.67 14.67 Vu -> 86.42 64.33 53.07 Up @ 0.00 0.00 0.00 9-1 801 0 0 9-2 476 0 0 86.4 51.8 72.1 41.9 --- 9-3 306 0 0 ft-k| ft-k| ft-k| 33.3 k 26.9 k Deflections (in) X-Dist Down ID 0.00 -0.67 0.00 -1.07 0.00 -0.67 17.0 21"7 14.67 14.67 26.06 42.92 25.5 14.67 69.17 X-Dist 16.77 ft 16.77 ft 16.77 ft 29.8 14.67 72.12 ft in k ADDITIONAL DEFLECTION DATA Optional Location = 0.00 ft Using Service Loads Only ."""Center 0.0 for maximums) Mcr: Cracking = 118.7 ft--k Neutral Axis = 10.61 in Ms:Max DL+LL = 530.9 ft-k I . Cracked = .32673 in"4 E : Elastic Mod. = 3..E +06 psi Fr : 7.5K()'.5 = 0.8 psi Z:Cracking = i9.7 ksi Ms: Max DL +LL +ST R2 = (Ms: DL +LL 17ST) /Mcr= I:eff... Ms(4' 1: of f ... Ms (DL i-LL +ST) _ STATIC SECTION ANALYSIS For Evaluation of 'Mn' Moment X : Neutral Ak i s a = beta * ;•: Compression in Concrete Sum [Steel comp. forces] _ Tension in Reinforcing = To Determine Mn, Use... Sections w /Tension Steel Only - With Tension '< Compression -->> Capacity: For Evaluation of Max. As For • X -Bal anced Xma ;; = x * max a •max = beta *Xmax Compression in Concrete Sum CSteel comp. forces] Total Compressive Force As Max.= Tot Force / fy 740.2 0.349 72,967 33,790 ft -k in ^4 Center 6.75 5.74 263.32 156.67 -420 Left 4.7 4.02 184.572 115.424 X00 Right 4.73 4.02 184.572 115.424 -300 in in • kips kips kips --->> Mn = T * (d -a /2) Mn = Cc * (d -a /2) + Sum (Cs* (d -d' ) Ductile Failure: 18.005 1=.54 15.34 5"8." 172.4 700.5 11.68 18.05 13.54 15..=4 5"8." 172.4 700.5 11.68 18.05 in 13.54 in 15.34 in 528.2 kips 172.4 kips 700.5 kips 11.68 i n •'''•2 DESCRIPTION BEAM >> C AK EXIST GRADE >> GRDE BEAM #841 DATA SPAN = BEAM DEPTH BEAM WIDTH = 'T' FLANGE THICK. = FLANGE BOTH SIDES ? WEB SPACING � INCLUDE BM. WT. ? STIRRUP AREA = Eff. Slab Width = --- REINFORCING 22 44 18 9.5 N 24.00 Y 0.4 40 LAYER #1... COUNT: SIZE: ' d' : LAYER #2... COUNT: SIZE: ' d' : ft in in in y/n ft y/n in^2 in CENTER BOTTOM TOP TRAPEZOIDAL: #1: Load @ Left = @ Right= #Z: Load @ Left = @ Right= DISTRIBUTED: #1 = #2 =` #3 = #1 #2 � #3 = #4 = #5 =� MOMENTS: #1 =` #2 == 'POINT:. SUMMARY Mn*Phi : Center Mn*Phi : Left Mn*Phi : Right 3 0 9 0 40.5 0 O 0 0 O 0 APPLIED Dead Live BEAM DESIGN DATA f'c Fy = SEISMIC ZONE (0=wind) = COMBINE LL & ST 7 3,000 60,000 N y/n 145 pcf 3 CONCRETE WEIGHT = Graphics: (1,2,3,4) : END CONDITIONS Fix = 2 ... LEFT >> Pin = 1 ... RIGHT >> Free=: 0 ... LEFT 0 0 0 0 0 [).11 0.85 41 0 0 0 0 0 0 0 0 0 0 0.25 0.33 ".0.14 0 0 0 0 0 0 TOP BOTTOM 3 3 8 9 40.5 0 0 0 O 0 LOADS psi psi RIGHT 2 << 2 << TOP BOTTOM 3 8 9 2.5 40.5 in O 0 O 0 O 0 in Short Location Start End O klf 0 0 ft .0 klf O klf 0 0 ft O klf O klf 0 �2 ft O klf 9 22 ft O klf 0 8 ft O k 9 ft O k 0 ft O k 0 ft O k 0 ft O k 0 ft O ft-k 0 ft O ft-k 0 ft = 531 Mu = 452 Mu = 452 Mu Vn*Phi: Left = Vn*Phi: Right =, DL+CBm Wt] =� DL+LL+CBm Wt] = DL+LL+ST+CBm Wt]= 108.7 Vu 108.7 Vu ..Reactions(k) Left Right 41.22 25.56 59.99 39.70 41.22 25.56 Center= Left = Right = : Left = : Right = 9-1 --- 9-2 --- 9-3 284 174 112 -400 -250 -161 -300 -182 -117 ----| ft-~k| ft-k| ft-k| 78.7 49.2 31.7 k 51.5 31.1 20.0 k Deflections (in) Stirrup Requirements: Dist. -> 2.8 �.�] Spacing -> 20.25 20.25 Vu -> 78.73 78.73 8.3 20.25 72.83 Up @ 0.()0 0.()0 0.00 11.0 20.25 41.61 X-Dist Down @ X-Dist 0.00 -0.01 10.27 ft 0.00 -0.02 10.27 ft 0.00 -0.01 10.27 ft 13"8 20"25 47.24 16.5 20.25 51.54 19.3 ft 2{)"25 in 51.54 k ADDITIONAL DEFLECTION DATA Optional Location = 0.00 ft Using Service Loads Only ....(enter 0.0 for maximums) Mcrx Cracking = 198.8 ft-k Neutral Axis = 6.85 in MsvMaw DL+LL = 266.8 ft-k I : Cracked = E : Elastic. Mod. =_ Fr : 7.5 *(fc)•''••.5 Z: Cracking 3584( :) i.n•''•4 ,F. +( :)6 psi 0. 8 psi 50.8 ksi Ms: Max DL +LL +ST = 178.9 ft -k R2 = (Ms:DL +L (+ST) /Mcr= 1.112 I:eff... Ms( D : >L) = 94,901 in ^4 I:off... Ms(DL +LL +ST) = 178,554 in^4 STATIC SECTION ANALYSIS For Evaluation of 'Mn' Moment Capacity: Center Left Right X : Neutral Axis = 2.05 2.65 2.65 a = beta *..:. ' = 1.74 2.25 2.25 Compression in Concrete = 79.785 103.428 103.428 Sum CSteel comp. forces] = 0 0 0 Tension in Reinforcing = -180 - 225.78 - 225.78 To Determine Mn, Use... Sections w /Tension Steel.Only ---->> Mn = T * (d -a /2) With Tension ?< Compression -->> Mn = Cc * (d -a /2) + Sum(Cs *(d -d') in in • kips kips kips For Evaluation of Max. As For Ductile Failure: •X- Balanced Xmax = x * max 7.. a -max = beta *Xmax Compression in Concrete Sum CSteel comp. forces.] Total Compressive. Force As Max.= Tot Force / fy 23.97 17.98 20.37 = 1234.7 0.0 = 1274.: = 20.57 24.56 18.42 20.88 1251.6 172.4 1424.0 2•x•73 24.56 18.42 20.88 1251.6 172.4 1424.0 27.73 in in in kips kips kips i n •'`2 et% McLaren • Peterson • Ar... aciates, Inc. Consulting Engineers 820 John Street, Seattle, Washington 98109 Office (206)622-4580/ Fax (206) 622-0422 JOB: 16t° trc DATE. ay SUBJECT. ‘t5 I l i : I ■ I I I 40:4 , ! qz. 4.111i e=r4--eti5 ea, ■•• hfrTa 1'1 lA 441. /11■4•1 *Wit "Icaif-14. — e!crtt3, :Idtffritx. 114 Lrt. C_.cota. 4*Alte le% .riFiA Li is 1•311;%/i.... DESCRIPTION >> C EXIST GRADE BEAM )> GRADE BEAM #839 BEAM DATA SPAN = BEAM DEPTH = BEAM WIDTH = "T' FLANGE THICK. = FLANGE BOTH SIDES 7 WEB SPACING = INCLUDE BM. WT. ? STIRRUP AREA = Eff. Slab Width = --- REINFORCING LAYER #1... COUNT: SIZE: 'd' : LAYER #2... COUNT: SIZE: 'd' : "2 ft 44 in 18 in 6 in N y/n 24.00 ft Y y/n 0.4 in^2 40 in CENTER BOTTOM TOP 4 2 9 7 40.5 0 0 0 2.5 0 0 0 DESIGN DATA • 1,6 f'c = 3,000 psi Fy = 60,000 psi SEISMIC ZONE (0=wind) = COMBINE LL & ST ? N y/n ' CONCRETE WEIGHT = 145 pcf Graphics: (1,2,3,4) : 3 END CONDITIONS Fix = 2 ... LEFT >} Pin = 1 ... RIGHT >> 2 << Free= 0 ... LEFT RIGHT TOP BOTTOM TOP BOTTOM 3 4 4 4 8 9 7 9 2.5 40.5 2.5 40.5 in O 0 0 () 0 0 O 0 0 2 << APPLIED LOADS 0 0 0 in Dead Live Short TRAPEZOIDAL.: #1: Load @ Left = 0 -- 0 @ Right= 0 () #2: Load @ Left = 0 0 . . @ Right= 0 0 DISTRIBUTED: #1 = 0.3 0.5 #2 = 0.85 0 #3 = 0 0.11 #1 = 13.45 9.08 #2 = 37~5 19.3 • - - � '����� � PO~�NTz.7, ,' • #3 = #4 = #5 = MOMENTS: #1 = #2 = 0 0 0 0 0 0 � 0 0 � O klf 'A Idf O klf O klf O klf O klf () klf O k O k O k O k 0k O ft7k O ft-k Location Start End O () ft 0 0 ft 11 22 'ft • 0 • 8 ft 9 ` '22 ft `:/` 11 ft • 9-ft O ft O ft O ft () ft O ft SUMMARY 9-1 --- 9-2 --- 9-3 ----\ Mn*Phi : Center = 704 Mu : Center`* 315 197 126 ft_k| Mn*Phi : Left = 443 Mu : Left = -449 -289 -186 ft-~k| Mn*Phi : Right == 446 Mu : Right =; -373 -229 -^147 ft-k| Left, Overstressed !‹ i Vn*Phi: Left = 108.7 Vu : Left =� 86.8 55.9 Vn*Phi: Right = 108.7 Vu : Right = 65.3 40.0 76.0 k 25"7 k ..Reactions(k) Deflections (in) Left Right Up @ X-Dist Down @ X-Dist DL+CBm Wt2 = 45.99 32.61 0"()0 0.00 -0.01 10°41 ft DL+LL+CBm Wt3 = 64.16 49.74 0.00 0.0{) -0.03 10.56 ft DL+LL+ST+CBm Wt]= 45.99 32.61 0.00 0.00 -~0"01. 10.41 ft | • Stirrup Requirements: Dist. -> 2.8 �.5 8.3 Spacing -> 20.25 20.25 20.25 Vu -> 86.82 86.82 82.09 11.0 17.8 20.25 20.25 54.02 60.44 16.5 20.25 65.74 19.3 ft 20.25 in 65.34 k ADDIT%OMAL DEFLECTION DATA Optional Location = 0.00 ft Using Service Loads Only ....(enter 0.0 for maximums) Mcr: Cracking = 198.8 ft-k Neutral Axis = 7.77 in Ms:Mam DL+LL = I : Cracked 46326 i n•".4 E : Elastic Mod. =3 +06 psi Fr : 7.5* (fc)' "•.5 = . : >.8 psi 2: Cracki ng - 137.0 ksi Ms: Max DL +LL +ST = 206.6 f t -k R2 = (Ms: DL +L ' ST) /Mcr= 0.962 I :eff... Ms(DL_ kL) = 81,84 in•'''•4 I :off ... Ms(DL+LL+ST) =155,691 i n''"'4 STATIC SECTION ANALYSIS For Evaluation of 'Mn' Moment Capacity: Center Left Right X : Neutral Axis = 2.69 2.73 2.73 .. a = beta,* x = 2.29 2.32 2.32 Compression in Concrete = 104.95 106.667 106.667 Sum CSteel comp. forces] = 4.3139 0 0 Tension. in Reinforcing = -24c :0 - 239.70 - 241.50 To Determine Mn, Use... Sections w /Tension Steel Only - - - -."r Mn = T * (d -a /2) With Tension & Compression - - > :r Mn = Cc * (d-a/ 2) + Sum (Cs* (d -d' ) in in kips kips kips For Evaluation of Max. As For X- Balanced Xmax = ;•c * max Y. a -max = beta *Xmax Compression in Concrete Sum CSteel comp. forces] Total Compressive Force As Max.= Tot Force / fy Ductile Fai lure: 23.97 17.98 20.37 1078.0 68.9 1106.9 18.45 24.56 18.42 20.88 1055.3 229.8 1285.1 21.42 24.56 18.42 20.88 in in in 1055.3 kips 229.8 kips 1295.1 kips 21.42 i n•"•2 (• .14 1 ' tio„ • ' • :• :.!. . • • .)T ;04. ) • "‘ • .• • ): I • , • 4 • • Se • • /1 Eat • • • 1. Mi •rtamcd criVX:1721RUZIV 1;z4i '0 cob RSTLWiA 3-2,0-13 • ••• • • •• • O.. • • • 1. ea. GOMM* 111■•••••■•••■ MEP • wo•V••••••■ romme■•• 6. • V* • ••• •••• ■•• ••••••-••••• .. I •■•••••••••• . • AMPS IMPS. • •■••••romarro■4•■••••14....m........••■•••••• I • • • • •••••••••• ••• 41I ••••• *Me • • • • p SEP-09 -93 THU 03120 • C 3EA `5 - TN C.„E NT-E MAIL P. 02/02 CITY OFETUKWILA PART V. SEP 0 9 1993 ENERGY CODE COMPLIANCE FORM LIGHTING POWER BUDGET PERMIT CENTER NOTE: One and two (omi,y detoched dwetlingS and trie dwelling por- tions of rnultiforniry buidings are exempt from thcl lighting budgets. I-- - OCCUPANCY TYPE • fZ E ri , L. A. LIGHTING BUDGET PER CODE: AREA ALLOWABLE w /SF SF PER COOS' R..0 ALI OW;.BLE TOTAL WATTS PERIMETER — LF x 7,5 w 15F = TOTAL WATTS ALLOWABLE PER CODE -- -- -•-0►- J LIGHT FIXTURE IDENTIFICATION B. PROPOSED LIGHTING SCHEDULE (Continue on separate sheet i1 reqvkcd) COL MAN fi 1 X 2 .3 W /FIXTURE NO. OF FIXTURES Z,c FLucas��c� Nr „Pc° r !ZAP, TOTAL WATTZ 1041145 a s huaorczgr_em-r- IQ° 5o TR P FLuoaeS464T 123 TRPUc Lie 4rrn3 2.100 UNADJUSTED TOTAL PROPOSED WATTS - ----10 a`:yf,C0'‘ DEDUCT CREDITS PER CODE (SEC, 426) TOTAL WATTS = OR < CODE (A. ABOVE) ?? --• ---►_- • FIXTURE WATTAGE INCLUDES IUbES ANO BALLAST, MEMO TO: File # B93 -0346, Sears T.I. @ Southcenter. FROM: RSB DATE: 3/15/94 SUBJECT: Phone conversation w/ Thomas Chapel of Gregory & Chapel Architects. Called Thomas Chapel to discuss our findings in regard to his letter of 7 March 94. I told Thomas that, after review of the plans and discussions with the building inspector, we concur with his conclusion that non of the work proposed by Sears caused the existing building to be in violation of current code provisions. However, I also told Thomas that we would be looking at the areas at issue in any future tenant improvements that may effect the return air plenum. He indicated that he would make all involved clearly aware of the situation. MATTHEW J. GREGORY, AIA CCS- PRESIDENT THOMAS E. CHAPEL, AIA•VICE PRESIDENT GREGORY & CHAPEL ARCHITECTS • PS March 7, 1994 Mr. Bob Benedicto City of Tukwila Department of Community Development Building Division 6300 Southcenter Boulevard Tukwila, WA 98188 Re: Sears - Tukwila (Southcenter Mall) Remodeling Permit #B93 -0346 Dear Mr. Benedicto: On behalf of Sears, Roebuck and Co., we submit this letter for your review regarding the remodeling, particularly with regard to the HVAC system, at the referenced project. The former Frederick and Nelson store being remodeled by Sears is an existing fire - resistive construction building that was originally designed and built between 1966 and 1968, and remodeled by the former owners in 1984. The HVAC system for the building has a plenum return air system which serves HVAC units in stockroom areas, which did not fully conform to current code requirements when this remodeling project was undertaken. Modifications to the HVAC system during this remodeling are not intended to bring the system into compliance. The cost of the work required to bring the system into compliance would be prohibitive, particularly at this stage of the project, more than four months following permit approval. UBC Section 104, paragraph (b) indicates that "Additions, alterations or repairs may be made to any building or structure without requiring the existing building or structure to comply with all the requirements of this code, provided the addition, alteration or repair conforms to that required for a new building or structure. Additions or alterations shall not be made to an existing building or structure which will cause the existing building or structure to be in violation of any of the provisions of this code nor shall such additions or alterations cause the building or structure to become unsafe ". We believe that the work done during the remodeling project has not caused the existing building or structure to be in violation of any code provisions, and believe that the finished building will be safer than ever. Following is a list of changes and upgrades that we feel have improved the safety of the occupants and materials in this building. y 1994 521 IORKIAND WAY KIRiQIWD WASHINGTON 98033 (206) 827-0629 (.,(AA iVMUNit Y Of:Etr'EI..CJi'ai49►w N F Mr. Bob Benedicto City of Tukwila Department of Community Development March 7, 1994 Page 2 HVAC /Fire Alarm; Duct smoke detectors were installed in all supply and return air ducts to shut down the ventilation system when a fire is detected. This will prevent the spreading of fire through the plenums and ductwork. • Alarm annunciators have been installed for each air handling unit. • All HVAC units and existing ductwork have been thoroughly cleaned. • The fire alarm and security system alb being fuiiy upgraded. Full -time monitoring will be by Washington Alarm Service. • The entire full service kitchen and restaurant were removed from the building, eliminating hazards. All grease traps were pumped out and cleaned and sealed. Exits; • An additional exit from the first floor was added at the southwest corner. • Automatic doors were installed at the new exit and at the east and west exits for physically challenged individuals. • An existing exit corridor from the internal stairway is being upgraded to a 2- hour enclosure. • Corridors leading to stairways on upper floors were upgraded to 1 -hour construction. • Non - complying hardware on 28 exit doors was replaced with panic hardware. • New exit and egress lighting was installed in many areas. Sprinkler System; • The entire automatic sprinkler system was improved to meet current Factory Mutual design standards. • Sprinkler standpipes were installed in all 3 stairways. • Sprinkler coverage was . increased in all storage areas to provide added protection, and all new sprinkler heads were' installed. • Backflow preventers were added to 2 risers in the sprinkler system. • A valve assembly for the dry sprinkler system for the mechanical penthouse was replaced. General Safety; • Electrical switchgear has been cleaned and renovated. • Requirements for fire extinguishers are being reviewed with the Tukwila Fire Department. New equipment will be provided where required. • A fire department Knox Box and an emergency P/A system are being installed inside the new southwest entrance /exit. • A masonry wall with overhead doors was installed at the loading dock, separating the truck space from the storage areas for additional safety. Mr. Bob Benedicto City of Tukwila Department of Community Development March 7, 1994 Page 3 It is Sears' intent upon completion of the project to provide a safe .environment for all employees and customers. We feel the efforts of this team have resulted in a safe building that will be an asset to the City and region: Thank you for your consideration. Sinc - ely, Th• mas E. Chapel cc: Gaylon'G n - Sears 4***k*•kkh***k**k*****•kithkhkk*******kk***k*k*k*k**k*kkk***kkkk:4k* CITY. OF TUI(WILA, WA TRANSMI1• 4171e* ***A**k•k-k•k***kkh********h•***:4****h*****•kh*******:kA*k*ot*k•k** TRANSMIT Number: 93001786"Amount: 30.00 12/15/9 / g1 Permit Na: 093--0346 Type: 0.-BUILD BUILDING PERMIT Parcel Na:"537920-0330 Site Address: 400 a0UTHCENTER MALL' Payment Method: CHECK Natation: GREGORY A CHAPEL Init: SLB h+kit****h*****h**********4***k•k**h*•h*yhkJl•k•4•kyF•k****•kkh•4kkh*k,4***k*k Account Cade Description Paid 000/322.100 BUILDING - NONRES 30.00 Intel (This Payment): 30.00 Total Fees: Total All Payments: Balance: 43,554.23 8,554.2S1 .00 GENERA 30.00 TOTAL 30.00 • CHECK 30.00 CHANGE 0.00` 7086A000. 14:47 t ti••••• i loss l- LIJL -I$ -1iH- ▪ rrtr 0 0 • • 4- ® SUPPLY RETURN OMU - !R STRUMIERL 10 NEW MRTTIION TO UNDERSIDE OF INOIOATr (U.N,O. NEW r a11110N TO IM' ABOVE OEILMFIO. INDICATES NEWt ION TO UNDERSIDE OF OERJNO OR SP c1P1S HEIGHT. INDICATES NEW MODULAR FIXTURE SYSTEM - (SY OWNER) INDICATES NEW PARTITIONS/WALLS TO SE DEMOUSHED. INDICATES EXISTING PARTIMES/H AUB TO ROIWII. INDICATES NOV DOOR . INDICATE EXISTING DOOR TO BE DEMOUSHED. INDICATES EXISTING DOOR TO NEMAIN. INDICATES DOOR NUMBER INDICATE WINDOW NUM, INDICATES COLUMN ONTO UNE INDICATES NEW COUNO ORID INDICATES DIEING CEILING ORID TO BE OEMOU SHED. INDICATES COMM COUNT) GRID TO REMAIN. NEW FIXTURE LOCATION caSTMO TO REMAIN EXISTING TO BE RELOCATED EXISTING DEMOUTION EXISTING FLUORESCENT UGHT FIXTURE TO REMAIN NEW FLUORESCENT UGHT FIXTURE NEW LIGHT FIXTURE LOCATION EXISTING UGHT FIXTURE TO REMAIN EXISTING UGHT FIXTURES TO BE RELOCATED EXISTING DEMOLITION UGHT FIXTURES EXIT UONT FIXTURE INDICATES MECHANICAL MR DIFFUSERS DETAIL INDICATOR SUILDINO SECTION INDICATOR ELEVATION INDICATOR EXFT WAY N ANCHOR Or ' MOW gattAODU/11GIL nig nil 0 MME M = 0001 AL =AOJtI1TANt Kt &TOM AP MU P410. O nee APPNOX A . 41p14 AaWLT le Me I NM RN NN w 1 BLOCK; SLOCUM 0CM WRAC NT erten air IASOHEIT 1 C TO C CENTER TO CENTER CM CARNET; SEMEN ANU.STOS GROW COI CODE 03 COMER OWED CHIN CIVIL ccJ COTTER JC NT (CONTROL) Cl9 CELLO CURT CAUUONO cut etwt COL COMER SCOW UIIT(S) COLUMN CON CONCRETE CONN COITION CCRR COERCION COW CC4NECTON CT CONK ME ciao, CONTROUED TEMPERATURE OA OIL DUNCE DEER DEPORTMENT GET r*. OF 0111111010 FOUNTAIN COI DIMENSIDE OE OMIION DE DOWN DOM DOMESTIC DP D1MlPROOFING DR DOOR DS DOWN WOW DWG OM ( ) RNG EA EACH 0. ELE1N1ION CD aeon EEOQJ EMINLIUME JOMR EQUP courser EST ESIINIE; ESTISMTED E EACH MAY DH DRIEST COST DOSING DP . OWNED E1PM1 E)PNpION E0 EXTERIOR ERR DITINIDED FM FAIICAIE FD RAT NOR FC FURLED COUR FD FLOOR OWN FF FACTORY MESH OR F11MSH FLOOR FM f1e91 m FIO • MAILED FJ TOIMIDJOINT FLASH Wilk FIE( RECITE FLT FLOOR FOC FUMED BY OEM a RSTMIED K CONIMCTOR FT FEET; FOOT $93 QAl GLV OL OONT gqy Mlpp 1 asap NNU MD I1INNCNAML HlQ(S) RI SWINE VAL KM W M MMININIA sE.o.Rs STORL R M TUKWILA, WASIHINGTON NI N NMI OM HC NOSE rMKT• IWAIWPED Tar POI seomWW1 HOED IN 0 N MEM; wWIDICOPED MEWS HOL HCLLOW MONK HHPP MONPPCM NT HEIOIR IN NWlCRIIPPEO WOMEN'S TOILET 4 WIDE RCN DUIEIER INCIEASE IIIIIADONN DAEMON INVERT JOIST JOINT MOO( OUT IOC( PLATE zesi TAME TAA LAMMED LRCM UDE UGMMC MINE MONEY MU NFL WEAN CONE BOLT 0 III • ACRINED; WOUFACTURER MEM MINEL AIEOUS MOULDING Mt LAM It PURER MASONRY OPENING METAL NOT 11 CONTRACT MISER NOMA NOT TO SCALE OBSCURE ON COTTER OUTSIDE TIMED OPENING OPPOSITE MUMS PAR PORAUFL PART PARTITION PC PEW PERFORATED RATED OF CURVATURE P1 PURE; PROPERTY 11E; P-LAM PLASTIC UMNTE PTAS PIASTER PLY PLYWDOD MOM POLL POUND PPL POURED PLATE PR PAR PREFAB PREFMNICATE PO PMt PMFANNGTED PROP PROPER• PS POUNDS PER SURE INCH PT PORT; Poe OF TANGENCY OT •QUMMY ERE OM WAITER *c ll a INN BANE ROOD taN ar WOO ROOIRO NINON RR *1 MIN LUDO ARMOR) nm ROOM MD ROUND :ON) HOUGH OPOMO RUB INNER SC! SSOL V LIID VCOREE NEED SECTI LIE, SCEDUIED MEET IFWO SEM RIM SPEC ,con MIS SO MAE SIM STAINLESS s t STEEL TANOMD SIE SIER s,01LRER SIL STEEL STRUM STRUCTURAL SUB SUBSITTUTE SINPT SUPEIMREIOEM SI, SUSPEND; SUSPENDED EN SYMMETRICAL M SYSTEM T TREAD T k 0 TONGUE k GROOVE T -STAT THOBWSTAT 1B TACK BOARD TEL TELEPHONE 0N 110O5 ; TEMPERATURE 110 TEMPERED HMRD BOARD EMU 1100 TOIL TOW TOP IOPPIN Tw TOP OF TILL TYP TIMCAL UN AMT THEATER LATEEN UIIDNSIED W UNIT V RA= IN UNNERWY OF WASHINGTON WP WIDOR VAR VMRES; VARIABLE VB VNIVL MN VEVERT V Y VG GST W101ORAR VVS 'AK SHEET w SIDE (DIM) W/0 STROH WMI 1.11003T WC WATER CLOSET ID WORD INDE new S L NE CASS WHD WHITE SOARD SIC NNW WP WATERPROOF WS W AMERSRIP wr al WELDED NE MESH YD YARD DIMNq ML TAW =ION ED ne. • WMA:Nall VOILIW•41 CATipiy • Whet* Itti kori 034G SITE ADDRESS: ZONINO: COMM►Rp{ENSIVE PLAN DESIONATION: 400 SOUTNCENITR MALL, TUKWILA, WA cP PLANNED BUSINESS CENTER. SEISMIC ZONE: 3 DESIGN LIVE LOAD: ROOF: FLOOR: WIND: USE: CODES: UBC OCCUPANCY: NA NA SO RETAIL STORE UDC, UFC AND UMC; 1991 EDITION, ADA RETAIL AREA: UBC CONSTRUCTION: AREA INCLUDE ATTACHED OVERED WALKWAYS) RETAIL AREA: SPRINKLERS: BUILDING AREA: NO. OF STORIES: TAX PARCEL N0: CONSTRUCTION VALUATION: PARKING: SOIL BEARING: B2 I -FR 172,574 SF FULLY SPRINKLERED 172,574 THREE, PLUS PENTHOUSE 537920 -0330 =2,500,000 PROVIDED BY SOUTNCENTER MALL CITY OF TUKWILA APPROVED' NA PILE DOPY 1 undeeand 9nt the Pan OMok apptonaa ale aukpot b antra and andeala.s and approval al pane doaa not a ai a Sr globes, al wear adopted cods ar o esus, NIBS N sattttaalara era pea b GENERAL NOTES OC1 ENG T1 TITLE SHEET M5 Al SITE PLAN M6 C1 C2 C3 C4 A2.1 A2.2 A3.1 A3.2 A3.3 A3.4 A3.5 A3.6 A4.1 A4.2 A4.3 A4.4 A4.5 A4.6 CIVIL COVER SHEET DEMO /EROSION /SEDIMENT. CONTROL GRADING /PAVING /WATER PLAN DETAIL SHEET FIRST FLOOR /SECOND FLOOR PLANS THIRD FLOOR PLAN /DETAILS FIRST FLOOR PLAN - AREA A FIRST FLOOR PLAN - AREA 8 SECOND FLOOR PLAN - AREA A SECOND FLOOR PLAN - AREA 8 THIRD FLOOR PLAN - AREA A THIRD FLOOR PLAN - AREA B FIRST FL. REFL CLG PLAN - AREA A FIRST E'L REFL CLG PLAN - AREA 8 SECOND FL REFL CLG PLAN - AREA A SECOND FL REFL CLG PLAN - AREA 8 THIRD FL REFL CLG PLAN - AREA A THIRD FL REFL CLG PLAN - AREA B A5 TOILET ROOM PLANS /ELEVATIONS A6 BUILDING SECTION, WALL SECTIONS, 91993 CURTAINWALL ELEVATIONS, DETAILS A7 EXT. ELEVATIONS, SECTIONS A8 DOOR SCHEDULE /DETAILS S1 PARTIAL FOUNDATION PLAN S2 SECTIONS AND DETAILS M 1 FIRST FLOOR - MECHANICAL AND DEMOLITION PLAN M2 FIRST FLOOR - MECHANICAL AND DEMOLITION PLAN M3 SECOND FLOOR - MECHANICAL AND DEMOLITION PLAN M4 SECOND FLOOR - MECHANICAL AND DEMOLITION PLAN • 'R VICINTY MAP U M ATE PERMIT REQUII lD POI liKAWINANIOAL QA1! P NAO «TY OP TUKWIIA BUILDING DIMON • MDR OOV 1. ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES AND REGULATIONS. 2. DIMENSIONS ARE FROM FACE OF EXISTING WORK TO FACE OF STUD UNLESS OTHERWISE NOTED. 3. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN. 4. PROVIDE CONCEALED SOLID BLOCKING FOR WALL MOUNTED ITEMS. 5. VERIFY EXISTING CONDITIONS, DIMENSIONS MID DETMLS. NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO BEGINNING WORK. 5. PROVIDE INTERNATIONAL SYMBOL OF ACCESSIBILITY PER UDC 3101(P) AT MAIN FTTTINO ROOM ENTRANCES WHERE AN ACCESSIBLE STALL IS PROVIDED AND AT ACCESSIBLE • STALL ENTRANCE. SIGNS SHALL BE CENTERED AT S0 INCHES ABOVE FINISHED FLOOR ADJACENT TO LATCH SIDE OF DOOR. 7. MAINTAIN ALL REQUIRED EXIT PATHS FROM BUILDING WHEN OCCUPIED. PROJECT TEAM QIIRIC'MAL a °DINCIML ' w •taw 1 SECOND FLOOR - MECHANICAL PLAN SECOND FLOOR - MECHANICAL PLAN M7 THIRD FLOOR - MECHANICAL PLAN M8 THIRD FLOOR - MECHANICAL PLAN E1 LEGEND, DETAILS & SCHEDULES E2 LIGHTING PLAN - FIRST FLOOR WEST E3 LIGHTING PLAN - FIRST FLOOR EAST E4 LIGHTING PLAN - SECOND FLOOR WEST E5 UGHTING PLAN - SECOND FLOOR EAST E6 LIGHTING PLAN - THIRD FLOOR WEST E7 LIGHTING PLAN - THIRD FLOOR EAST E8 POWER AND COMMUNICATIONS PLAN - FIRST FLOOR WEST E9 POWER AND COMMUNICATIONS PLAN - FIRST FLOOR EAST El0 POWER AND COMMUNICATIONS PLAN - SECOND FLOOR WEST El1 POWER AND COMMUNICATIONS PLAN - SECOND FLOOR EAST El2 POWER AND COMMUNICATIONS PLAN - THIRD FLOOR WEST El3 POWER AND COMMUNICATIONS PLAN - THIRD FLOOR EAST El4 PANEL SCHEDULES E15 PANEL SCHEDULES E16 PANEL SCHEDULES E17 PANEL SCHEDULES 'La ROEBUCK ANO COMPANY 3333 Owe* Need-062C/A-2 Whew GREOOR' a • (M1awG APEL 77IIRd ITaECTS PS. 921 NMkkmd Wsy 99033 (709 527 •W • H PACIFIC 3020 112TH A venue t t MNAADN PETOINN AIISOCNTIS SSO JMn sll..1 sfaalMa. WaMlkfalen N1N St* IMO ENSINEMS Ilswat M ▪ 9/101 Mr :,: 9m; SV .y Oct ORI sOP i s ON one JI- I LI Wz Cr W 01-I la 5 1- W EIC d N !f 41 .... v ll } ail r- x at Y 1 09/oe/03 1 /1293 SOMME SIFT OF r !• 44 I, r f;4. • WO* VAC TOW 5 P`RS, Ftt LUCK , o CO. RBI L =fee L`r macs Ak NeLSC7N GO. I iML ezzRE le Gni w" 4,44,4% NV, At • remove men . (fs) • •1, }t PIPS 0 .rd EXTERIOR POST MOUNTED METAL SIGN SCHEDULE SKIN istp 0 SCALE: 1" = 20' ,, r SIZE MESSAGE 30. X 30' STOP 1 r X ir HANDICAPPED PARKING - PERMIT REQ'D. W /ISA irx ier HANDICAPPED VAN PARKING — PERMIT REO'D. CITY OF TUKWILA APPROVED OCT - • 1993 *C4 `r • Y' SITE PLAN arty onu A SEP091993 POW NNW SPRIN LER HEAD (TYP) COSM O MSUTUs TO REMAIN 8"x8" STEEL COLUMN (TYP) - . - .. ' 1. MAROUI ( OVERHANG) LSI tit ` NM 0 EXISTING ARBUTUS SHRUB TO REMAIN .1 r GENERAL PLANTING NOTES THE 2. *KW ALL LPRDANDSOAPL aMW. IANOSOAPE CONTRACTOR TO PROVIDE 4" MINIMUM DEPTH OF A 3 WAY 3. LANDSCAPE CONTRACTOR SHALL K RESPONSIBLE FOR FINISH GRADING AND SOIL pPREMRA11ON IN PLANTING MEA . 4. SHOWN MU. K MAN TED A REQUIRED OUANflTI► 01 PLANT! NEQUIRED ARRY mom MAME 8. PLANTS LOCATED ON THE PLAN ME SCHEMATIC MAY tcp JO K ADJUSTED TO WWI. /� pNOm ` WHEN A OON/�pT WRRM /RECD IS APPARENT, OOMI �}�pR SHALL NOTIFY OMIERS PIM SY THE LPRpSpDLNTNTIV��. MATAIRIALPRI011 10 IN T(ON OF PLANT WWit TTIAQ�Oy�OMI, FORA APP NED SWILL K IdTTALLEDR� M TO INC VERIFICATION 0? Nt PLANT LAYOUT /Y T E OWN ATM. s. ALL PLANTS STALL K SET AT SUCH A LEVEL THAT THE TOP OF THE ROOT BALL SHALL K 1' ABOVE TIE SURROUNDING SOILSU. EACH PLANT SHALL K SET PLUMS AND STRAIGHT, AND K ADJUSTED TO CONFORM AND AVON WITH PLANT'S. 7. APPLY tMINSMIM OF SARK MULCH TO PLANTING KOs. SARK MULCHI HEMLOp( MEGRIM GRAND. 3/4' MMIUS NZE GIPS" WATER , N $UPPULD SY SAWDUST SUPPLY, UATTLL. WASHINGTON, B, PRIOR TO MU CONTRACTOR STALL APPLY PRE- DAEROENT HERBICIDE IN ACCORDANCL WITH MAINUFACN sn �APPUCTION MflL s. Tartc,St arsHWALL DKo ioc FCYWrRLoCIp TIFIRck T241.2"x j Xp r X s'. FRU or KNOTHOLES AND OTHER 10. LANDSCAPE CONTRACTOR SHALL. MAINTAIN ALL LANDSCAPE MIAS UNTIL PROJECT IS COMPLETE AND ACCEPTED K OWNER. PLANT LIST SYMBOL OTY BOTANICAL NAME AR 14 Aoor rubrum 'UowhoW BJ 8 Stub JooquomontH CH 256 Cletus hybriduo t -• 1114 t 1 fl F7 E I1 B)<1 .. .;. �It 0 CAI t_.11 COMMON NAME SIZE/COND REMARKS Bowhall Maple 2" cal. BBB FuII Jooquenontl Birch r col. B&B Full Whlto Rookr000 1 gal Cont. 3r O.C. AA P! prowl: li. �i �= an° E _ ._. 1- � � / tea i RELOCATED TREE FROM OLD ISLAND END GENERAL IRRIGATION NOTES 0 fll Fri E9:1 n 0 10" 1 SEARS 1 1 CONCRETE DRIVE • OR APPROVED Al 4,/. qpimmoirai .Ifi If: 0 Fri Na l s • ... • ..: t w ■ 1. IRRIGATION SYSTEM SHALL BE DESIGN/ BUILD BY THE LANDSCAPE CONTRACTOR. IRRIGATION SYSTEM SHALL SE BUBBLER HEAD TYPE FOR ALL PLANTING BEDS. PROVIDE QUICK COUPLERS AT +/- 100 FOOT SPACINGS. TIE THE PROPOSED SYSTEM INTO EXISTING IRRIGATION SUPPLY UNE. CONTRACTOR SHALL VERIFY EXISITNQ FIELD CONOITIONS IUD AVAILADLE WATER PRESSURE AND SUPPLY. PROVIDE THE LANDSCAPE ARCHITECT WITH THE PROPOSED DESIGN FOR APPROVAL PRIOR TO THE START OF WORK. 2. VERIFY THAT THE WORK OF OTHER CONTRACTORS IS SUFFICIENTLY COMPLETE TO 0 COMMENCEMENT OF IRRIGATION INSTALLATION PRIOR TO BEGINNING 3. COORDINATE IRRIGATION INSTALLATION WITH THE WORK OF OTHER CONTRACTORS/TRADES AND PROTECT THE WORK Of OTTER CONTRACTORSITRADES. IRR InON CONTRACTOR IS RESPONSIBLE FoR ALL QAM AGES RESULTING FIIOM HISMO 4. ALL MAIN UNE PIPING TO K SCHEDULE 40 PVC. ALL LATERALS TO K CLASS 200, SCR 21 PVC WITH SOLVENT WELDED JOINTS USING PURPLE PRIMER. 5. TRENCH DEPTHS: IMMUNE 24' MIN., LATERAL UNES 121 MIN. 8. ALL SLEEVES TO K SHEOULE 40 PVC. 7. REMOTE CONTROL WIRE TO K UL APPROVED DIRECT BURIAL COPPER WIRE, AMMO -UF 800 VOLT. PLAT WIRE TO K COLORED. COMMON WIRE TO K WIRE WIRE TO K NO SMALLER THAN 14 GAUGE. APPROVED PER PU$UO WORKS LETTER DATED dif aiifrea 8. THE IRRIGATION CONTRACTOR IS TO PROVIDE THE OWNER WrTH TWO COPIES OF THE PARTS UST AND MANUFACTURER'S CATALOG SHOWING PERFORMANCE, QUALITY. AND FUNCTIONS OF EACH ITEM OF EQUIPMENT IN THIS SYSTEM AS WELL AS WITH WRITTEN INSTRUCTIONS FOR OPERATION AND MAINTENANCE OF THE SYSTEM. 9. PRIOR TO ACCEPTANCE OF THE IRRIGATION SYSTEM BY OWNER, A PERSON QUALIFIED TO REPRESENT THE IRRIGATION CONTRACTOR SHALL BE PRESENT AT THE NEAR INSPECTION TO DEMONSTRATE THE SYSTEM AND PROVE ITS PERFORMANCE. PRIOR TO THIS INSPECTION, ALL WORK SHALL HAVE SEEN COMPLETED, TESTED, ADJUSTED AND PLACED IN OPERATION. 10. ALL WORK AND EQUIPMENT TO K GUARANTEED FOR ONE YEAR FROM DATE OF IN ACCEPTANCE 8 OWNER. OPERATION/MAINTENANCE I�.OUARANTEE TO BE INCLUDED 11. IRRIGATION SYSTEM TO K INSTALLED UNDER NE SUPERVISION Of A LICENSED IRRIGATOR WHO MUST K ON SITE AT ALL TIMES DURING THIS WORK. 12. IRRIGATION SYSTEM INSTALLATION TO K PERFORMED IN ACCORDANCE WITH ALL PERTMVEENT CODES AND ORDINACES. 13. REQUIRED AT AUTOMATIC CONTROLLER: TRANSFORMER INPUT 120 VACS. 80 CYCLES. SINGLE PHASE AS PER MANUFACTURER'S REQUIREMENT BY L.I.C. 14 VERIFY MAIN IUD WATER PRESSURE 1O K A MINIMUM OF 50 PE AT THE pow OF OF ANY O ONNEC. . NOTIFY OWNER OR OWNER'S RIPRERIEFITATTVE 18. GENERAL CONTRACTOR TO MOAB 120V POWER SOURCE AND CONDUIT CONNECTION FOR IRRIGATION CONTROLLER. 01142ML OT OR PROVIDE WATER SUPPLY TO POINT OF CONNECTION FOR AUTOMATIC MRIQATION SYSTEM MO IRRIGATION SLLLVINO. 0 8 0 CUR • POWER SOX cti POWER BOX 0 0 0 N \� • LEGEND N WHIM GATE A FM NrDMNT 0 nuT �IOFIT STOP SRBN 0 WWI MANHOLE O STORM MANHOLE IM IRRIGATION CONTROL BOX O IRRIGATION WALK 0 DRAIN ® POWER SOX GRAPHIC SCALE N • • (IW►WR) 1 inch • 10 ft. MULCH TOPSOIL #8 CHAINLOK TREE TIE (2) txrx S'-d' DOUGLAS P1R STATUS, STAINED DARK BROWN OLYMPIC 712 OR EQUAL MULCH APPROVED TOPSOIL TEMPORARY WATERING RING (4' MIN.) FINISHED GRADE 4' -8' MI 14 yy tar COMPACT SOIL UNDER ROOTBALL TYP. r MIN. CLEARANCE ALL SIDES 2x ROOTBALL DIA. TREE PLANTING DETAIL NOT TO SCALE MULCH 2' MIN. WATERING RING (SHRUBS) FINISHED GRADE MULCH TYP. COMPACT SOIL UNDER ROOTMLL TYP. TD IALL�1 %T�K c13-0344 CITY OF TIMMU1 APPROVED DOT 28 1993 AS NOTED h d N CP 0 I 1 W i Is V til T�0 WITH APPROVED MIN. CLEARANCE ALL SIDES 2x Rootboll Dia. SHRUB PLANTING DETAIL NOT TO SCALE antiretwA OCT 1 31993 oar Ama_ r TAIL ST.OREH REMODEL civm IMPROVEMENTS LIST OF DRAWINGS C1 COVER SHEET C2 DEMOLITION AND EROSION /SEDIMENTATION CONTROL PLAN C3 GRADING, PAVING, AND WATER PLAN C4 DETAIL SHEET GENERAL NOTES: All work and materials shah conform to standard specifications for municipal public works construction prepared by the Washington State Chapter of the American Public Works Association and the State of Washington for the current edition as adopted by the City of Tukwila. ' 2. Locations of existing utilities have been obtained from available records and field survey. The Contractor shall be responsible for verification of locations and to ovoid damage to any additional utilities not shown. K conflkts with existing utilities arise during construction, the Contractor shall notify the Public Works Inspector and any changes required shall be approved by the City Engineer prior to commencement of related construction on the project. 3. The Contractor shall: a) Schedule and control his work so as to prevent all hazards to public safety, health and welfare. b) Arrange for and attend pre— construction meeting with owner and City. c) Call the Underground Utility Locating Service (1- 800 - 424 -5555) 24 hours prior to beginning any excavation, no excavations shall be mode until existing utilities are clearly marked in the field. 4. An approved copy of these plans must be on the job site whenever construction is in progress. 5. All subject streets shall be kept clean of dirt and debris. 6. Designs have been developed based on a site survey by a licensed surveyor. 7. All utility trenches shall be backfilled and compacted to 95% density. All roadway subgrade shall be backfilled and compacted to 95% density. The Contractor shall be responsible for providing adequate safeguards, safety devices, protective equipment, flaggere, and any other needed actions to protect the life, health, and safety of the public, and to protect property in connection with the performance of work covered by the contractor. 9. 1 OWNER: %L SEARS • ARCHITECT: GREGORY & CHAPEL ARCHITECTS 521 KIRKLAND WAY KIRKLAND, WA. 98033 (206) 827 -0629 CIVIL ENGINEER: W&H PACIFIC 3025 112TH AVE NE BELLEVUE, WA. 98009 -9304 (206) 827 -0220 SURVEYOR: W&H PACIFIC 3025 112TH AVE NE BELLEVUE, WA. 98009 -9304 (206) 827 -0220 UTILITIES: TUKWiLA WATER DEPARTMENT 600 MINKLER BLVD. TUKWILA, WA. (206) 433 -1860 UNDERGROUND UTILITY LOCATING SERVICE 1 -800- 424 -5555 (24 HOUR UNE) SITE LOCATION N 1 /2 OF SECTION 26, TWP 23 N, RANGE 4 E W.M. IN KING COUNTY, WASHINGTON. SITE ADDRESS ESC (FORMERLY FREDERICK & NELSON) SO1TO- MALL TUKWILA, WA. • PROJECT BENCHMARK: BENCHMARK SET IN CONCRETE BASE, WEST SIDE OF UGHT POLE #54, ELEVATION OF 100.92 Bq3 - 03'14, VICINITY MAP NTS CITY OF TUKWILA APPROVED OCT 88 1993 anrA SEP O I SD Par ant f 4 g Ir= / g W; (L ±I) 3 D al) 01 (n H <v 1- W Or oAtt 8/1/93 DESIGN W oujimplonsonewonlmspop IP SW •• 0 FIRST FLOOR PLAN SCALE: vie. 1'-d' E��t� • b s11 f .tiS BEC0N0 FLOOR PLAN sal; or- r -. 1•-o1' CITY of TUKWILA APPROVED DOT 28 1993 minD ardillignA SEP 0 ! 1)93 tsr ON, , r -It fl H) wZ 0 W X • r_l=L - - -- .N. ■ • ■ • • of— �-- 1 mit 4 � =L.. ■ ::r_•_:z �::a • MIS (6 615e03,46 J ■ 4 4 THIS FLOOR PLAN mum a SCALE: 1/18`a• 1' -0r • LATtsY. —J: woraaversisumais sew casts lois et MM, nNrttiao r wsdewrw W Kea — as LIr `SINS M1 •Mt aft alieb etmil► 1St iltiZe ' • mods r m lawasfills. sloe Sri/ s St wy wale M• saa.i Af►sMhi1Nt• twisty - plwttoL nos 4 M ri/CISI <rd al ban earsollbs leol be leeds NON do X11 w T Nt�MN4 sso Nam slow: not rw w ..0r pdw M tMMs. Not Ikea WNW leash' shimetsranitelhyieehiskethee the heehheehh ha he es So s r ir}ithq drat ineliesiorne des ihnhapioellaholfptionsuf Msssu seso • . 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WW1 MUSS remit) ■ NORTH CI1Y OF TUKWILA APPROVED OCT 28 1993 AS 11'•1 oV 10 MEN IR'lI' -d' WIJTH sccillmett lam taw oNR ewiP(s1a larceny CITY Of TUKWILA SEP 0 9 1993 mow MOIR 1I11oR•r /.00 • nx to �cct�urs ., + etroutar cuminemiu, MIM4MIi. .GAMS SILL "all GM let i !h'•I M.M WPM. M.101.10 1.11110014 41W #111./11111•11110 mnt w/ RLA 4 IngtOR getiTE t SILL Bq3e3q4 DUILPIN4 $EG1141N 1 b ALUMINUM ENTRNsiCe E1.E\$ TON I/41'_ I' -O' I. we aer Wan oK L M.14 MIM,IMM. at SWOOPS) 400 Meal St Sal n AT N'. MW•, . are AOw+wM a. «M As .MN« VIE PRAMIN4 47 L' 014, *.I 1ll"K.m.ses. wort Ari Lbr g Via .Ws Wask4.»art rc®i of .1'Mdt. WSW na4 WOKS Ie GUIDE g4JL Ines• t. ri Plir 1YIMC.+ti \, /4lrIL MIL MJL. • money we. MGM vice /�. ti`', 1D� . Os Is a... 4uMT MtL . 1I WP • 4..pa a IWdpINJL., 4 + Iteikruos oM,,*WNW* =led* ma rw044. HOB: *Ma IW�L p 141LISNOpNVALLY tifA�D IISTTUILN OSP* 10 bMl boron .141. NobE 141', PM4D4Jk NAIL 46064.1, I I Ui .1 e1-a Itartes f tro. M POW *1na1Q ib APC - — i Ift ---1' roWa OPERATED DAR )t site fl 2ND Isr VW'. Q' I'4 Efiesir ON 0 NEM OUN}I e$a' ca I'eo" 04 111901r Owed f AIN- r4s! 1� Iat ' (�J fj EXIST IttE fAcmet !+0111 aveLs 0I "O. .taut• 1D PRM•IINS 0 Dusr 0494trioc G! S 'W MA1tt t SWIST 4. u I 1 1 • ctIGSM. BOW ON itoM CMV-q'"WCif SEcnot ca N --t ( L.) EKT1W E Ifl.l1 m I1-o" EXITIv�fy. fR*1lM& •1 el "V FtMNN UMW* MST emStA4S �t >4 It RsMIPts' - I New AJAMINUIvi vg=mar warm fINt :nllrsaw t tln MATtm —f acrer II C' IlIOL eLE141/ 5 11 II _- re r■■•••-- L Molts // 1111 Ii tit • • • • • • • • • • • • • • • • • • tJ• • ■. I!I • • • • ROOF 4 C� A wl/ fINIGIt sf*TPM (PPS) 04 METAL STUD flakflivre is, la" a. 0. MAK 4- / _I anti/4 Si tat fT'TFlIC elf WALL Pak WPCLAD L a1L wfl4 flkbt.S CUPS V alll •.. Nem...� SW SW 9'"' SS M A110411.5 talL s CDIMMOMMINSO • JI- Zz 1 1 1-') Z g H ti IA la h3 Y a HH d H CC (0 0. • O n wl lb tt.4. LI10X4r-EHTW6 xrureb i■ 1111111Ni ■iiili • 2'° IN NEW N�EN uOS)$E LIIY OF TUKWILA APPROVED OCT ' 8 1993 n, 1h, arytm� Sra 1993 Pam* cona, L NGTION - enr ItT tie ONNCN1'flON • I2'IS MOW i FA =I�Ci I I 1 ERZ d ALUMINUM ENTRNsiCe E1.E\$ TON I/41'_ I' -O' I. we aer Wan oK L M.14 MIM,IMM. at SWOOPS) 400 Meal St Sal n AT N'. MW•, . are AOw+wM a. «M As .MN« VIE PRAMIN4 47 L' 014, *.I 1ll"K.m.ses. wort Ari Lbr g Via .Ws Wask4.»art rc®i of .1'Mdt. WSW na4 WOKS Ie GUIDE g4JL Ines• t. ri Plir 1YIMC.+ti \, /4lrIL MIL MJL. • money we. MGM vice /�. ti`', 1D� . Os Is a... 4uMT MtL . 1I WP • 4..pa a IWdpINJL., 4 + Iteikruos oM,,*WNW* =led* ma rw044. HOB: *Ma IW�L p 141LISNOpNVALLY tifA�D IISTTUILN OSP* 10 bMl boron .141. NobE 141', PM4D4Jk NAIL 46064.1, I I Ui .1 e1-a Itartes f tro. M POW *1na1Q ib APC - — i Ift ---1' roWa OPERATED DAR )t site fl 2ND Isr VW'. Q' I'4 Efiesir ON 0 NEM OUN}I e$a' ca I'eo" 04 111901r Owed f AIN- r4s! 1� Iat ' (�J fj EXIST IttE fAcmet !+0111 aveLs 0I "O. .taut• 1D PRM•IINS 0 Dusr 0494trioc G! S 'W MA1tt t SWIST 4. u I 1 1 • ctIGSM. BOW ON itoM CMV-q'"WCif SEcnot ca N --t ( L.) EKT1W E Ifl.l1 m I1-o" EXITIv�fy. fR*1lM& •1 el "V FtMNN UMW* MST emStA4S �t >4 It RsMIPts' - I New AJAMINUIvi vg=mar warm fINt :nllrsaw t tln MATtm —f acrer II C' IlIOL eLE141/ 5 11 II _- re r■■•••-- L Molts // 1111 Ii tit • • • • • • • • • • • • • • • • • • tJ• • ■. I!I • • • • ROOF 4 C� A wl/ fINIGIt sf*TPM (PPS) 04 METAL STUD flakflivre is, la" a. 0. MAK 4- / _I anti/4 Si tat fT'TFlIC elf WALL Pak WPCLAD L a1L wfl4 flkbt.S CUPS V alll •.. Nem...� SW SW 9'"' SS M A110411.5 talL s CDIMMOMMINSO • JI- Zz 1 1 1-') Z g H ti IA la h3 Y a HH d H CC (0 0. • O n wl lb tt.4. LI10X4r-EHTW6 xrureb i■ 1111111Ni ■iiili • 2'° IN NEW N�EN uOS)$E LIIY OF TUKWILA APPROVED OCT ' 8 1993 n, 1h, arytm� Sra 1993 Pam* cona, L NGTION - enr ItT tie ONNCN1'flON • I2'IS MOW 11 ➢9 • `. l =NE Ltd- a,1 rjc . —r_ r flgq n nr "3 • !), lull wrifl 40.4 •,/ LI; 4004 Ogg tea (hrlC+,W �t lFirr �_a... 11 i i 1144g44.- irlai‘l aj �t -.o =� �L' }1...hysw,�,1d � l (T T*ICHL) New Eifta ON ellpurt1 **Q iNr• • MET'.*Vb NEW #1.UM. anima /U. fhlosiING ♦ 9P44Ptia. C5Il55 PHIE f NLW errs o.J paT r} n prooiNS Os" asief r ca. cove. (rift) AND 0 WALL INPI6LS&0 fKI5T /DKr tat %NO O # OPpt R), EAST 'UiwIN4 ELEVATION \-- NEW ALM. r w r -ANCE 141:6404 axi f Y• FINI4r#5 .FMIG ELty, Aso \LOST iLEJ. (art 4404 New Orteir-FArAD 0%10.4"AI /row 9T , Oath DU :T riet- •T COrvc. col., cc .r: , I/I L"slcolt ;1 I II II I• I, I ,I it ''1 [ II II, 111 ,fit. ��1 II T n11 1' il, �rI,� 11 11 ��,r1� t,,;��i� . _ � 361x%? 52.; 19g.,wc ■ IJ wir 4pk`s 1 5r� 1 t- fAceo CrML).a -rt c40‘. P FILACItli NOW GWG IeMNr BUST wpfArs- erg= -) . . t—T �. .t1 • , 1 4 1 Mot IiGK ILA Ters e rr-'g 2. e NORTI -I 15UII.DINC1 a.EvaTIQN I /I V'': -o" wesT eNTRA cs IQ=45I TI ni I lLA rr Vti :' ur � E R 'NW @cisr Pasty eimL,ft a "Y s 5T aNcse I I,T C lJ 1 n ►1 r -1 -4 rtr WWq4. P t;I- :t tLAS).481&O rAMr EXIST CONG• G►t ('•) %KIST ITENt * "ID RtMNN ss -•mm•.<..s. . -- r z . •: -. s - -. - \ N9rt NaiI�r'4M s�rvAT .1 /4/rL'( kJES1 DUILDIN4 E.LEVA11ON U 1 Vrti'1 J. 1. J i I_1 i a- L. • J QVaio• ttaor..E Cosscrr PSUNDes sLi►w►1t rIIarvIIt I /IL" `I'.d' 1, [r1''!' I' r •s as re 144 IT y1'4 HIS ON • trr . ' 1 M!TAL fW MN4 I Ca 16 "O.G. Mic t 1 q uq 1 SU n M-rLY 1< 61 /Afii Ir'.ar � METi�� FLAQINs. (Noe iMISjiED) - -- ___ 5TA►4IN& -FAM :icrr METAL RacpNG oe. ?ItKIG UNCrliAthiri'1T aN MEtAL DECK ON Cc4D•f61'(Mtti ` LJt1 &s ca ICo "o•G_ Iv4q-g. - 1 1 1 \ \ 1 L J i S 4 W 1 i. CC W( W z Did I— 'l CO J Q 3 JyI- W OC wY Wilton PP 2t$5 CoLD- forwltn s1>ErL- • CP(ANNEL CO.UMN J Q 5141D5 CD -Gir - pRof6cT w /ivIIteICzPINb - S N ILS -- ?OWN& E XI r ca1.G. PP 1 amo a »a + 66 1 1• S s ItEtwifive EXIST STRICIUPle el ANT 4 rA NlZD bNC,fi rtri ) r-- B95-03L44) b twor N. NMlCE t1't G • H�31lP s�r1►IT INS I ♦T. WALL Awe ITt GCCP *woo *loos W 4GG sGuerw -- , NT BUST 0a/Wo�1 •1 NEW stet L. tarlita• ,f rRHMR • In stir *n 4 FOAM 0 EA Ala New SIP* ,_R+r -pMNT SWINE. =IL AStatair SOU1H DUILDIN4 GLEVAIION • 1/160, Polk) NOW VI.L5 4— E)eT• 9TUNt -To REWEN . 4 rw rxl l► •6s , v-rn r ANO ALL AtSdtAt*D CoN$W LT'C.N ci A vssT E1'l1hN`iGBr cater( LS UNPIN* serA•rOcil felMi r Mena c11Y OF TUKWILA r ^PROVED OCT «rrn rtiovia SfPf)$93 cans f MOST ,OP A7 • DOOR OPENING - i "'rata,_ ,I ' ,r 11 • it • I� " \r•1►,. ��' +', � al it ■a imaso nas i1 AI %' ','..11111111 ,. 11'.I /.,. '.' • 41 •►r! Z rora AEC 'L.t:at Ira aniffas ',al'!ta aittl•it'11111.11 S> t t(•; I `` . rt.C. AICFL.r'!lt 11it1811111111111 ka1'n Siltlaail'a•11111 ,1161E 1 l ' I r ^ . rt.0 /1C FL•Itl It Tliti AI4/Clan1111•11111a11MII1' ttlttEl it. :li C.alb= Lha'LiI:! 1/.111 :4'7�II<�J<I■ 1111 E t:, ;i11i 111 :.1r11111 1111111tiiiM 1 1 r 11 11111hI1>1 LEI 1. il.0 4kO VLjt:.'! 111x11 17,1110111 a a till It il.C.4IQFLAt MI 41 tMIIIINMEi1"litll<llia r ILai r, : at.C.diQILAMM ■ ENS fta[. IM ISIASIII_1'il•i III I1 C : rICAiCftitic II 11 �74ar`?e1�sumti1••11111ir'l'i 11!11 Cr. iII C..1 IQ ?LA WHIP]1 SINS ?HUrill 1flltia o l'l1i IIC1! : at.0 r1iC►Lit.: Int ,•i: a Cl1'111ilitrnsri *, III It "a11.z-aIaJc4 iron' i: al LE' lla11111F ANON ail OE at.arllQlL.t:'Llt .: /1:A�7asvn /6-'l 1 III/ !: atiCvlkCE /Li I:II fl ITIMUI1 HMI !t III 1 IL atiC'A[CYL. CAI MIN I It ;.L:: SIIIMIUM Cr?l�1ii [Ill I L : JIMAIC FLAUN• It 1•t all I nEa L-111 1 Wit: alk=saiQ ►L. . 111/111 C111111Sl•a •.. Al 11 it l:a Wail 1Q1L.C''l1L1■1/th, DAME aI C'4JOFL.t'.TIL1�a ata'l[QTLiC7In a LI3ILA Mail =ILAK IV_7 1111 !' a iiL{'r1IQ1L.t:'lEt1� It l:arecAlMi aLL111ntr -]al CelIF: e tail YL. WTI i� IF?I!:aiciLI:EfL.nCa IF;IF A >•Ga��� INie: rtiC'4inrL.1r7ln1ff�a WI It-A trG di,Q1Lst:LsLl aka 11-21 IVillagreilICV.1117111,-M1 ILEA" aWit 1lMI MLA NM EMI 1 OEa aCr, 1 Me a CFI 1 111111110 LEN MS 0 WM i CA'!lffff7iaaa -1711 Cl('.l i Fr, urn a El1'ISM10fflFa L IMI 0NM aCrissu'•<Et" 2 2 2 Ell FQLIL 4 ®Ls Wd. n H.M. MI 1 O N:1.I r:IGC:diiGAi TLjnnC• IM MO 11:k 11:kil ILA ItCal rt IK: I0fl •,•>•r'�L'!'.11tlEan Fl•lti��I�IL,t:In�� � 1 2 WM rriamilltal l it-:at Sit ElLaKM A S. IQ'.I 1 aMMEM FT :IAKC_ati c4115 /L.t':.WnIFr• IMO NMir Fri LIZ, ll;_Alu uikrtilLalt1w• tiLLIMaimill0H101 MIME' Wd• A J 1Nd. A F 1IF a1C1112 1GC.'In Erg niaaa ;4N 1 MINN F1Il EELrtiJr[>CJL IE. A LEN FIN Gr:itit AFIEF!A na 111011 2 Pi/ _•]t "a *CFA Fi .''3irIras- • al Cllue•lPinFr77.1 E:II Mar; 4L=Th/ IN 1 t : atrL•►1[>CILif fl 364 3r 7-r 1 -3 Wd. A 306 2- 7-T• 1 -3 Wd. A H.M. 2 2all� 2 au• 11177110 Fri Fri St aa► H.M. 1 2 2 4.0 4: 4 H.M. 2 2 2 4,6 30I 3r rat 1 -3 Wd. A H.M. 1 2 2 i'e 7'-O• I's a Wd W -I 41.M1. 1 2SOM JENK "j DOOR TYPES ti SCALE: 1/r- DOOR TYPES 11 r wilaBIEE4 SCALE: 1/11"• 1' -d' MIC113111 111 T'•. RELITE SCHEDULE t Ali •1 lel sot ,.,1:14: ai:. /I VW" 1! le I • 4111" Iu,.. 41 ill /_t1.1■1.. BIN MIN I MI VANN I a!:allru tw"IIIn^'l MIL! 1MN UMI.'t MSC at niAIDtniaiiLAIS Ilil�■�Ilw■�■llllallX111■� 11�=NM . _ ABBREVIATIONS Al. F.F. F. F.T. H.C.W. H.M. I.P. T. Aluminum Factory Finish /loot Olen Full Tempered Gloss Hollow Con Wood Hollow Motel Insulated Panel Insulated Umpired Gloss DOOR Na 0.H.C, S.C. S.M. S.V. U. W. Wd. W.O. Over Head CoII Door Solid Coro MtalnS, Steel Stain and Varnish Unfinished Win Glass Wood Window 61Ind 1. EXISTING DOOR TO REMAIN. 2. STOREFRONT ENTRANCE 3. POWER OPERATED 4. AUTOMATIC SUDER WITH EMERGENCY BREAK OUT, FIXED SIDE UTE. 6. WIDTH • HEIGTH DIMENSIONS FOR CLEAR OPENING. 6. GATE 7. REMOVE EXISTING DOORS. S. DOL. ACTING IMPACT DOOR AUDIBLY. S. POCKET DOOR FRAME NOS 1. EXISTING FRAME TO MANN. 2. SEE STOREFRONT ELEVATION. J: FIXED H.M. MUWON. 4. REMOVE EXISTING FRAME 5. CASED OPENING, TYPE H.M. FRAME WITHOUT 6. MATCH EXISTING WALL THICKNESS. REUTE NOTE8: RANET STOP. 1. CASH DROP WINDOW - OWNER FURNISHED CONTRACTOR INSTAI.LED. 2. HANDICAPPED ACCESSIDLE. I •s1.41140_ I MO; •1rr. MVO IEfML - WOO &M AR $ sl Low roar flMU uFlt 0111 ••. CaNtaMIPotanit la'11yt;k'NLME 0P4 OMIT. *ma tnD* Stale 44441M41, Il.S1 r'wa OPplU io MVP. %fort: 11/s1104n *SD cur .Mneb �o u nhuL #pious ,a IMF* itt �M�11w, Su fi tsa• • slop a JKmM44 11ti w I.IKNi • trtr a -Ma 1N IN DOSS litilvtitegb csdNED 0,41114114A 1•114041 oUt4P R61bVR i►1SAI of 01 Li • sielt Witte 'r'LI ss 2.110410 4441416. I4 a' RAMA tub **emu '::: Free SM. *s ral asl •wreal•1■ somas • es NoN,1 , . ]1 M ■•••• tag/ 11141 I II Of •- ■•-••• •..•.� -- noon.• GSM IbligNhe 441114.611 L.r11CIO c.MLI Falls MANS VISITS 4U0* DOL. t I.f!r. PAt4n- , SCE OIP:I . 114. Wm. I'e•i' -o" saw NGI McatlIWd1 }49.1UD. _obit 44 N'n-• S44 alUNCi 011,40 St. 4.01 44.4018404. Win rLA.- T mum. caws psi* 1•11444 'Waif 6/1411 W13S1S 1 1F.44•004 Wail) c_ - 'fgamicti Ira rwpaMNi191" WO MA oPtSL was. ,11421 Raid C NIA ,*J 111411144 48 MArt> NJ gac tbtth' is, mambo 10 moo SO WISP an can NIm LOOM 4100 LIS • Pal 1 anerwiets IIw)M 1 1 h ^•I-a 11Q14N41 1If4MN4 Q'IU # 411oP41I 1 met, sot Lao --rn, AT hrPJW.OPWW MI i I Alf f STRl4 PiSORies 1141; t,' Ita NOW t cvSpJOlt aunt* a , •1 T . .• 1 , •• . a . • • • • •' • • • • 3. • ,. • I 4111111 1M71f PAN JILT, C 51 E L14Nt t dL rave s *Y. VDJC • AN at Ir�1,.y.� Fi +ISM. Ott 1 0. MDIVirle MUM• 49,1e Ws* WIeM 4# MVP. . aura: 0•aa.i ;Ina am mosso• MUM SIDE UTE JM1b ' 141tVi MD cor+RKW* wall Ala Late tw yIIr4>14 MAIM GZfl 36.11be SIDE (JTE 4 b POWs Oath , WI `AAI1•111144, N PIO t ML 04116 5111) ISUti114• C H u wain ILNNIU 4ol! `Immucosa. Ma. collS GOAD PPdMW i'4 f1µ sie JAI b MAI L Yes t -ow I �N H M. hies". "soup 4Irox, I%4p4T,1'fr, 4 PEPS* tr1L441. tJ1�• COIL aft 4uIDl tort, Pa. 1.4942p COILING, DOCt 1't' r-pr fib. COIL ran CUIOlS & • nI44 G its 3o SIL• G41. COILING larFC Wes ILe p1141f*144 GNU oa Came. • fl44 t s �� � D Hi4. MOIL ,M$1C 11 11 n Q CITY OF TUKWILA APPROVED OCT 2 1993 ey 11 • 0.�1.. • . • • totONS ' 110 ILI CI J O M Wa LIJ Z3 Did ❑D J 14F f- LU Or DESCRIPTION #1293 A g 4 i EXISTING ROOTS WITHI SHRUBS ,A v TREES (2), STUMPS, PLANTING BED. UNO TREES. ITwr EXISTING ARBUTU k. 71 r'. POWER BOX POWER BOX SPRINKLER HEAD (TIP) SEWER MH --BUILDING LINE STEIL COLUMN (TYP) SHRUB TO REMAIN. REMOVE EXISTING TR AND ROOTS WITHIN ,1 REMOVE SHRUBS • 21i STUMPS, N BED. ND TREES. 9 CFORMER F SEARS REDERICK \ELSO\ E3 !II__.[:: INCA) -FIRST FLOOR ELEVATION = 101.13 L3kIILDING UNE- - UNPLUG Y EXISTING MB •i/ . I S4 T Q1ra 't . -As 411 .III I 1 nt. �1�•�_ �I�iI /�I�I�:�•4. tfra., t1 -'tom TARO DRAIN RIM EL •101.03 SPRINKLER CONTROL BOX SPRINKLER CONTROL BOX BENCHES TO BE REMOVED IRR. VALVES (TYP DRAIN RIM EL- 100.82 SHRUB TO MANN. CONCRETE SIDEWALK REMOVE CURB FROM END OF PLANTER. / RELOCATE STOP SIGN PER ARCHITECTURAL PLAN. REMOVE ASPHALT CONCRETE SEE SHEET C3 FOR •AWCUT OMITS ItSZCONCRETE TYPE 1 CB RIM EL ■96.92 12" RCP S. INV ■94.18 12" RCP E. INV •94.2 REMOVE PLANTER AND IRRIGATION SYSTEM RISERS AND SPRINKLER HEADS. PLUO PIPE AND ABANDON IRRIGATION SUPPLY UNE. dSEWER MH UNPLUG YARD DRAIN RIM EL -98.02 TEMPORYARY EROSION CONTROL NOTES: A, The temporary erosion control system shall be Metalled and Inspeetsd by the public works Inspector prier to ill other 'enervation. Where possible, natural wootitlon will be maintained for silt central. M censtruotion progresses and simnel sonatas dictate, the erosion control facilities shell be molntoined *rod or altered as mqulrod by the Olty Caglneor to ensure continuing erosion/sedimentation control. D. Temporary siltation ponds and all tomporory siltation oontroli shall be molntalnod In a satisfactory condition until such time that oleos and /or oonstruotion Is completed, permanent droinogs facilities are operational, and the potentbl for oroskn no longer exists. E. All disturbed land areas that MN be left for 30 cloys or more during the period, of March 1 to May 15 andby 10 to October 1 shall be immediately seeded with o mix and N assuured. In ion to ing,lasl works deportrnont of 25 or greets, will�be mulch with2ttone of straw per sore or with an approved equal. Durkm the rest of the ysor, temporary Boll stabilisation must be applied immsdlatsyy to disturbed areas that wIN be sift exposed for 7 days or mom and Immedlotiy to slopes greeter than 282 that will be left exposed for 3 days or more. Approval of this plan does not constitute an approval of design, siss, nor location of pipe, restrictions, or detention facilities) but Is an approval eel grading and sedimentation control plan only. The public right —of —way shell be kept clean. Tracking of mud and debris from the efts will not be allowed. Failure to comply with this oonditlon will result in all work on the site being stopped. B. C. F. 0. IM- 99.75 - SEWER CLEA OUTS /�- SEW R MH RIM= 99.85 01 POWER JUNC. BOX SAWCUT AND REMOVE CONC (,SIDEWALK AND CURB. h44 Ali.. CURB IRR CONTROL 130X AND 'SPIGOT 3:A s (nip) Dt: A11 Z EXISTING CONCRETE AND IRRIGATION HEADS. PLUG SUPPLY UN STUMPS • EXISTING ,PLANTING EXISTING P TREES (p) WITH TION SYSTEM OPENINGS IN REMOVE VERTICAL CURB, SIDEWALK, LANDSCAPING, TREE AND IRRIGATION SYSTEM RISERS AND SPRINKLER HEADS. PLUO OPENINGS IN IRRIGATION SUPPLY UNE. SEE SHEET C3 FOR SAWCUT UNITS. SAWCUT CONCRETE SIDEWALK CATCH IASIN P•.• SHEET 4 7 7- POWER JUNG. BOX TYPE 1 CB RIM. 9b.24 12" RCP IN N. INV,- 93.09 12" RCP OUT SSE INV. 93.C4 30 LEGEND N WATER GATE Q F1RE HYDRANT STREET LIGHT -a- STOP SON O SEWER MANHOLE ® STORM MANHOLE ® IRRIGATION CONTROL BOX 0 IRRIGATION VALVE 0 DRAIN O POWER BOX GRAPHIC SCALE • ,o so N so ( WRIT) 1 Inch a 90 IL NOTE: THE SIOEWAU(S ARE SUPPORTED BY STRUCTURAL GRADE BEAMS. APPROXIMATE LOCATIONS OF THESE BEAMS, AS TAKEN FROM AS —BUILT PLANS, ARE SHOWN ON THIS SHEET. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRESERVING THE STRUCTURAL INTEGRITY OF THESE MEMBERS DURING DEMOLITION AND CONSTRUCTION OF THE SIDEWALK. PROJECT BENCHMARK SET IN CONCRETE BASE WEST SIDE OF LIGHT POLE. ELEVATION a 100.92 NOTE: HORIZONTAL. AND VERTICAL DATUMS ME ASSUMED ALL LOCATIONS SHOWN HEREON ME THESE OBTAINABLE BY PHYSICAL SURFACE E140E74CE ONLY. APPROVED PER PUBLIC WORKS LETTER DATED dicaysfretegaff CITY OF TUKWILA APPROVED OCT 28 1993 AS NOTED --"Tarrum-crirgrr '0 O W = te z; CC W O (I CD Oj 1- W Cr 9 omirfaA OCT 13113 rMJIt oesreR 12/93 bon pow. DESCRIPTION 01293 SCHEME DESIGN SHEET C2 ,at C4 • • :// SPRINKLER HEAD (TYP) d'dr (STEEL COLUMN (TYP) MARC) 5 (OVLNHANG) — 6u!LO1NC UNE 0 POWER BOX n POWER BOX SEARS (F=ORMER FREDh RICK ac: \ELSON 311 IL [:SING) FIRST FLOOR ELEVATION - 101.13 YARD DRAIN RIM EL.s101.03 INSTALL CONCRETE SIDEWALK. MATCH EXIS'TINO 4' -0 X 2' -0' DUMMY -JOINT PATTERN. INSTALL MATERIAL LALONG BUIILLDING DEPTH 1 AND 3 JOINT X FULL DEPTH JOINT MATERIAL WHERE N CONCRETE MEETS A SAWCUT OR OTHER RAW EDGE. AT MALI. OF 101.13. INSTALL 9'-0' OF CURB AT END OF PLANTER Kb. P r& DETAI£LSE ARCHITECTURAL jSEWER M RIM- 100.28 SEWER MH IM- 99.75 SEWER CLEANOUTS Qr- SEW R MH RIM= 99.85 IRR • ONTROL BOX D PICOT INSTALL 2' -d' X 9' -0' M - SIDEWALK. MATCH EXISTING 31 ' a , ALK DUMMY JOINT PATTERN. M OEPTH /REIAOµISD�EDN JOINT TERIALS' x FULL . ...< < CIGIIB • W ,VCUT INSTALL CONCRETE SIDEWALK ;,.!,J CURB RAM( MATCH EXISTING 4' -0" X 2' -C' . tJMMY -JOIN PATTERN. SEE SHEET C4 FO ) TA!1.. VERTICAL COS k SAW Ws raj II afreesteWrarsar - .l r kialweeISNINVNAnavek tr Wr PHALT CONCRETE O O RELQ ATE ItY ON I•;!> SHE v. INSTALL CONCRETE SI EXISTING 4' -9' X 2-C C DUM P /gE, EET/__ E�- 0 CURB NO CURB PER DETAIL INSTALL VERTICAL CU SHEET C4 INSTALL CUt'3 RAMP PER DETAIL ON SHEET SAWCUT ASPHALT CONCRETE ,„ MEET AND kAT.:H EXISTING SIDEWALK. INSTALL EXPANSION J:.'1T WITH 3/86 k FULL DEPTH PREMOLDED F :PANSION JOINT MATERIAL N ENT lAMIQNGS ' CUR9 RAINTINO SPECIFIED ' THE ITECTURAL PLAN ASPHALT / — ASPHAL /i //7 .\ NN /:77 NT SNIPING N \ POWER JUNL. tiOX 8q3 -034.6 `�- TYPE 1 CB RIM- 98.24 12" RCP IN N. INV-. 93.09 12" RCP OUT SSE. INV'- 93.04 NN m LEGEND M WATER OATS m 1411E WO/WIT A-0 OTRIET UOHT A- STOP SION O SEWER MANHOLE O STORM MANHOLE IB IRMOATION CONTROL SOX O IRRKUTION VALVE O DRAIN O POWER BOX NEW CONCRETE PAVEMENT CURS RAMP (5 TOTAL) GRAPHIC SCALE 10 M 40 ( 94 /LST ) 1 Inch - ao It WATER NOTES 1. Monitions to water supply syetm ors to be done In accordance with the C yl!- of Tukwila Public Works Water Construction and Development Standards. 2. Contoot the Tukwila Water Deportment (208) 433 -1990 to coordinate all shutoffs to water supply main. THRUST BLOCK PER CURi1ENT TUKWILA STANDARDS EXISTING HYDRANT AND GATE VALVE LOCATION I I • • awl aro - ROTATE EXISTING TEE AND GATE VALVE 180 PROPOSED HYDRANT LOCATION, RELOCATE PER CITY OF TUKWILA SPECIFICATIONS AND STANDARDS 12' DIAMETER SERVICE MAIN HYDRANT RELOCATION DETAIL N.T.S. PROJECT BENCHMARK SET IN CONCRETE BASE WEST SIDE OF LIGHT POLE. ELEVATION - 100.92 NOTE: HORIZONTAL AND VERTICAL DATUMS ME ASSUMED ALL LOCATIONS SHOWN HEREON ME THOSE OBTAINABLE BY PHYSICAL SURFACE EVIDENCE ONLY. APPROVED PER PUBUO WORKS LETTER DATED CITY OF TUKWILA APPROVED OCT 28 1993 AS NOTED rtl+ll DINGi)IVIS1ON in 2 wz; W fro w uh- 1— W CC orrirtrwou OCT 13 113 MAR OWIT R 3/4" RADIUS FLUSH FACE CURS (MATCH EXISTING) 5. • 18" THICKENED EDGE EXPANSION JOINT COMPACTED SUBGRADE • '0 3/8" X FULL DEPTH PREMOLDED EXPANSION JOINT AGAINST SAWCUT OR RAW EDGE. • CONCRETE SIDEWALK WRH MATCHING VERTICAL FACE N.T.S. ♦ 9' -0" EXPANSION JOINT 5/8" X 1 /2" DIAMOND PATTERN WITHOUT FRAME BOTTOM OF RAMP ELEV. 100.59 ELEV. 100.93 TOP OF RAMP ELEV. 101.03 3, -0. 3' -0" 4_ 3' -0" LEVEL LANDING OUTSIDE DOOR AT MALL ELEVATION 101.13 ELEV. 101.13 6" A/C CONCRETE SEE VERTICAL CURB DETAIL. THIS SHEET NOTES: • • ' • r • EXISTING TOC ELEV. 99.95 THICKENED EDGE FILL VOID WITH CRUSHED ROCK 1 • " • y • ► .. 1/4" X FULL DEPTH PREMOLDED EXPANSION JOINT OUTSIDE WALL OF BUILDING 6' • RUNOFF WATER WITH SEDIMENT MEET EXISTING SIDEWALK ELEV, 100.87 INSTALL 1/4" X FULL DEPTH EXPANSION JOINT 9' X 5' LEVEL LANDING OUTSIDE DOOR AT MALL ELEVEATION 101.13 • 19' -8" - - 43' -8" 1 MEET EXISTING SIDEWALK ELEV. 99.09 INSTALL 1/4" X FULL DEPTH EXPANSION XISTING GRADE BEAMS (TYP) CROSS SECTION B -B GRAVEL (12" MIN. DEPTH) XISTING WALK FILL VOID WITH CRUSHED ROCK KALE: 1 " -20' HORR. 1 "-e' VERn, WIRE MESH WITH FILTER FABRIC ON TOP FILTERED WATER CATCH BASIN SILTATION PROTECTION DETAIL N.T.S. 7- CONCRETE EXISTING SURFACE 7" MIN. COMPACTED CRUSHED ROCK TYPE NO. 2 TOP OF EXISTING WALK ELEV, 100.24 615-1O3L16 1. RAMP AND APPROACHES SHALL BE CLEAR OF OBSTACLES INCLUDING HYDRANTS, POLES AND INLETS. 2. RAMP CENTER -LINE SHALL BE PERPENDICULAR TO OR RADIAL TO CURB RETURNS UNLESS OTHERWISE SPECIFIED BY THE ENGINEER AT 12:1 MAX SLOPE. 3. FULL -DEPTH EXPANSION JOINTS ARE REQUIRED ON EACH SIDE OF RAMP AND SHALL BE PLACED AT 15' SPACING IN GENERAL SIDEWALK PORTION. 4. CURB RAMPS SHALL BE PLACED TWO PER RADIUS ON ARTERIAL STREETS OR AS DIRECTED BY THE ENGINEER. 5. ON RESIDENTIAL STREETS AND/OR WHEN UTILRIES ME IN CONFLICT OR STREET GRADE EXCEEDS 4.0%, CURB RAMPS MAY BE CONSTRUCTED ONE PER RADIUS AT MIDPOINT OF CURB RETURN OR AT MAIN PEDESTRIAN PATH. Sit R 4' P 9EL`T1IGN AeA N,T.& COMPACTED TRENCH BACK FILL CONCRETE PAVEMENT PATCH DETAIL N,T.S, 2" ASPHALT CONCRETE CLASS 'B' SEALANT EXISTING BASE SAWCUT EXISTING PAVEMENT r.... S. • •.•••• 11 LL1m mWm NATIVE SOIL. OR STRUCTURAL FILL COMPACTED TO 95% OF ASTM: D -1557 maim 4" COMPACTED DEPTH 3/4" MINUS CRUSHED ROCK PARKING 1.01' SECTION T.I. `I II I I I= I I ICI I I:I EXISTING BASE SAWCUT SEALANT PAVEMENT ASPHALT CONCTRETE 1" THICKER THAN EXISTING •••... i... I �.; . . . . . . . . .. • ,. . . ,. •..,s .••.it0 sits 4•..s..j 1 1 1 III 11 =1 I I =I I l .•.., •':'... NATIVE SOIL OR STRUCTURAL FILL COMPACTED TO 95% OF ASTM: D -1557 PAVEMENT 1" R JOINT 4" COMPACTED DEPTH 3/4" MINUS CRUSHED ROCK 5 1/2" 1/2" R PROPOSED SIDEWALK 3/8" X FULL DEPTH PREMOLDED EXPANSION JOINT MATERIAL 1/4 "TO 1/2" 4" TO 6" TOP OF CURB AT APPROACH 7 3/4" PROPOSED SIDEWALK 1. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS. 2. EXPANSION JOINTS. A. TO BE PROVIDED: • 1. AT EACH POINT OF TANGENCY OF THE CURB. 2. AT EACH COLD JOINT. 3. AT EACH SIDE OF INLET STRUCTURES. 4. AT EACH END OF DRIVEWAYS. 5. AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FE 8. MATERIAL TO BE PRE - MOLDED, ASPHALT IMPREGNATED, NON - WITH A THICKNESS OF 1/2 INCH. 3. CONTRACTION JOINTS A. SPACING TO BE NOT MORE THAN 15 FEET. 8. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1 1/2 INCHES. 4. BASE ROCK - 2" -01' OR 3/4" -0", 95% COMPACTION. BASE ROCK SHALL BE TO SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH, WHICHEVER IS GREATER. CITY OF TUKWILA APPROVED ET• OJT 281993 EXTRUDI , AS NOTED • VERTICAL CURB N.T.I. I SEP 0 9 1993 mat arm r 1 DESCRIPTION 4 0ri'Z'vi ; a 1,' •,1.• !„ ` , .%.,i‘ I. 'I . Ott, , • 4• ni -a. n'r --i T- a, s ,1 II I I 11 ' I L I._._ .d_.11_,.. 11._ 1._..7 --- IT ---1"..A.--: 1i�( )O---1"..A.--: — ^IT Ii 1 1 1 I -.L_ —_ ,1._1_ ___1_1_ CASTING GRADE Ass . -- 8" CMU WALL (TYP) • • f `'r/ 14 LOAO1NQ • U' DOCK FOUNDATION PLAN SCALE! l /8 I wry l TRACK CDNT ANGELES METAL 1e1100 *111/WO AT 1eroC STANDARD VELOCITY POWDER DRIVEN FASTENER (14$• MIN PENETRATION INTO CONC) 2 4 CONT 2 f4 x t -0" AT 24 OC (VELD 16 METAL TRACT400 ANGELES BOND BEAM W/2 f6 SEMEN SCALE! 3/4' • I ' Cc • 3000 PSI AT 2e DAYS 1. MAX WATER/CEMCNT RATIO 12' CMU .58 NON -AR -ENT) ,54 AIR -ENT) 2. MN SACKS /C.Y. 51k w •, VERT f4 AT 24 "OC (ALT. 05 AT 32'0C) GROUT SOLID SEE SECT 0/51 FOR CMU WAU. AT TOP OF GRADE BEAM 2 f5 CONY • 24 " TYP OPENING PIER 31 a r6 VERT (GROUT SOLID) 1 r-- Nom iii ri ' r r as " +rr i .SPIDW•� CLR , I s FILL ALL BOND BEAMS & LINTELS w/ 2500 PSI CONCRETE w/ 1/2" MAX. AGGREGATE SIZE. PRONDE CONTINUOUS BOND BEAM COURSE•AT TOP OF WALL, 000R HEAD HEIGHT /4 AT 4' -doe FMAXIMUM) SEMEN TOP OF WALL & LOOR UNE. PERS I -5 2/ TYP PIER 5: 8 f8 VERT (GROUT SOLID) t" 4 1 r • • PIER 4: 8 06 VERT (GROUT SOLID) BOND BEAM W /2f5 BOND BEAM w /20 SCALE 314' • l' -0' BOND BEAM 3' •0' ID SECTION s FIN GRADE OR PAVEMENT 1 "(GROUT SOLO) 4 f6 E.F. 4Aeef ass) 1 i (GROUT SOLID) 4 • E.F. SCALE 3/4' • I' -0' VERT f4 AT 24 "OC •(ALT. f5 AT 32 "OC) GROUT SOLID e" CMu Oat •k ''} ' .'a _A ,.y :k Pik ,til +.. " ,v • --BOND BEAN W/2 95 BOND BEAM W/ 2 95 44 x 2' -0" TO MATCH VERT REINF (DRILL INTO EXIST GRADE BEAM AND SET W/ EPDXY GROUT SECTION BOND BEAM W/ 2 0 EXIST GRADE BEAM FIN GRADE OR PAVEMENT SCALE' 3/4' • I ' -0" tym,, im& r�-2ND clR A Olio %, w fC twto* ornnmat llnttirm moot Cole, Light. storage 125 riff (qt loading area) leis* lone '" Mind 10 mph, Expoel a,C, OffEcia t Lid 1,0AOs CONCRETE Footings and foundation walls Slabs in grade All structural concrete Aloronry poured grdyt In lintels, bond beams It cells re 2500 3000 3000 2500 • MAX WATER/CEMENT RA110 NON- AIR -ENT AIR -ENT 0.65 0,54 0.58 0x51 AINMUM 1 SACKS/C,Y, REMARKS 0.46 5-1/2 Note 1 0.48 5 -1/2 0,65 0.54 5 1/2" max aglregote 1. Air - entraining agent (3% to 6%) to be used in all concrete flatwork exposed to weather, REINFORCING STEEL ASTAI A815 grade 80, except j13 and /4 stirrups, ties, and elbow bore to be grade 40. Reinforcing steel details shall be prepared by On experienced detaller and conform to standard proctloe outlined in AC1 Report 315. NOTE: Reinforcing steel not specifically shown In walls, slobs or beams shall be assumed typical as similar sections and details where reinforcing is shown. CONCRE rE COVER OF REINFORCING 3" 2" 1-1/2" 1" 3/4" Concrete poured against earth. Formed concrete with earth backfill, Beams and columns (stirrups, ties), outside face of walls exposed to weather, slabs on moisture barr4er, Walls, inside face. Formed slabs. lap concrete column and wall verticals 32 diameters and all masonry wall reinforcing 40 diameters. Lop all other reinforcing 24 diameters, Splices at tension regions shall not be permitted except as shown on drawings• WALLS Reinforcing (Grade 60) THICKNESS 6" wall i& under 8" wall 10" wall 12" wall all other walls HORIZONTAL VERTICAL /4 at 16 "oc #4 at 18" min 0s at 18'oc #5 of 18" min N4 at 18 "e.f. #4 at 18 "e•f. N4 of 16 "e.t. /4 of 18 "e.f. .20 of t% .12 of 1% Provide g3 hairpin bars with 12" legs at 6" o.c. (minimum) at head of all openings. Provide 2 -f5 extra bars extending 25" , (minimum) beyond corners at top, bottom, and each side of opening. Use 2 -15 x 4. -0 didgonals at each corner except for/ 6" walls use 1 -#5 diagonal at each corner, Extend horizontal wall steel to 2' from outside face and lop with'elbow bon (30 diameters) of some size and spacing. Lap outside face only at corners. Wall stubs than be same sin and spacing as vertical steel. Provide 1'- 6" 'tubs at 18" o.c. where walls without vertical reinforcing are poured separate from footing. SLABS AND BEAMS . Steel sholl be rigidly supported using concrete blocks or choirs manufactured in accordance with C.R,S.I. standards. Use • N4 raiser bar for all slobs, Where Sob steel is parallel to a beam or wall provide f4 x 5'- 0" at 12" o.c, in top of slob acros boom or wan. Where slab is en one side only, top elbow bon shall be #4 x 3'- 0 at 12" o.c. At openings over 18" square provide 2 bore same size as main steel extending 30 diameters post opening, of each side and diagonally at corners. Non structural slobs•on grade to be 6" thick placed on grovel fill and reinforced with #4 of 16 "o.c. each woy. . SCOPE OF STRUCTURAL ENGINEERING SERVICES The Structural Engineer hos performed the structural design and prepared the structural working drawings for this project. The construction must be performed in strict accordance with the structural drawings. Any deviation from the drowings must be approved in writing by the Structurol Engineer. Errors and /or omissions found on the structural drawings must be brought to the Structural Engineer's attention immediately. The Structural Engineer is responsible for the design of the primary structural system, except for any components noted above. Responsibility for any secondary structural and non - structural systems not shown on the structural plans rests with someone other than the Structurol Engineer. The structure shown on these drawings is structurolly sound only in its completed form. The Contractor sholl provide all necessary bracing to stabilize the building during construction. . The Structural Engineer is not responsible for, and will not have control of, construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the construction work, nor will he be responsible for the Controctor's failure to carry out the construction work in accordance with the contract documents. Field measurements and . the verification of field dimensions are not part of the Structural Engineer's responsibility. The Contractor must check all (assumed) existing conditions shown on these drawings for accuracy and notify the Structural Engineer of any discrepancies. Omissions from the drowings or specifications or the inadvertent mislabeling of details of work which are manifestly necessary to carry out the intent of the drowings and specifications, or which are customarily performed, shall not relieve the Contractor tram performing such omitted or inadvertent mislabeled details of the work but they shell be performed as if fully and correctly set forth and described in the drawings and specifications• "REtWilraaanDtil • WIELD114C1 Iq' NEW L6 x4x1N e' CMU sou 3 0 E.F. GMT let) 44.--12" CMU ;4. /L6x4xei� _le• I-- FIR FIR FIN FLR •r •'• • !, 4s' '& , rifle .- ,C" .4 F::r • ).err ;•r• ' •r r. '. tors .t.te ...l..• r f .•F - lo th.tY • - cw..,1, . t; is r • ♦ '41'N .rc.' I. Las "1 ( 4 '• • .:'t,r- sort• . 11; y� • "4" .4' • MASQN? 1 WALL REIN:ORC134ENT °curtiss Nom FILL BLOCK VOIDS CONTAINING REINF STEEL w/ 2500 PSI CONC. USE 1/2" MAX AGGREGATE SIZE NFORCING' STEEL BLOCK THICKNESS 12' CITY APPROVED OCT CONTINUOUS • 24' BEYOND OF TUKWILA ' : 1993 di , I _ k • CORNERS. e iCAL BIAS HORIZONTAL BONO BEAMS) ALL.JANBS & CORNERS ALL OPENINGS EXCEEDING _ #13 AT 4doe 2 je AT 4B'op TO BE REINFORCED w/ 2e w/ 2 - j5, EXTEND •. SID IBEAILS k IlNTal; 111114M1116 3S r'' III \I4` \M .SPIDW•� CLR , I .. �. y . FILL ALL BOND BEAMS & LINTELS w/ 2500 PSI CONCRETE w/ 1/2" MAX. AGGREGATE SIZE. PRONDE CONTINUOUS BOND BEAM COURSE•AT TOP OF WALL, 000R HEAD HEIGHT /4 AT 4' -doe FMAXIMUM) SEMEN TOP OF WALL & LOOR UNE. 8 x e 12 x e 2' - %S • 2 �lEP Vii' I eill0611 r �_ ,,� OS • GJt .,. AAn�yy,, r• Vn.Mx'r V 114 � $ • " ii.' '• JL• Y 1 r. .",�. " T �S, " �• " 0 • r. S.N. •-k • •)..s• .•a I> "b, rn - 4 n 7 • 4 • •.e +J . o! . if in .•I TI' I 1•• 11 + t• • "1 . 1, 1 •• ... i tai • • • 4 M411414t.fiis WPB Itt IS I I 4444, • i.'1 '1 a i " tAST SLAB • CUNT 11. • •1 • • A, it �t i . 4W.. t: 'i. ♦ t .'t1 1' j� AT 1VOC AT (DRILL INTO EAST '1� SLAB AND SET W/ EPDXY CROAT) �B. B /T (o 7/]n;; T i Dc AT EACH END) 7 /B ▪ CLR 1r 04 AT Ira N AT 10'{c E.W. w 1 '4 ;OW • I " ; 7 1 , .♦ • • (DULL irratAi sooN� I AN7,1151; Wil ErOWY GROK* is I_ J 2 /7 "fit .314' •',1'•D' �4 (1'T 2' -r TO MA H NUT REINF SAW. CUT UNE -� 12'' CMU WALL . (Ott ELEv)' CAsT 11” ILL *ITO EAST MO SET EPDXY Wit) W/ VERT REINF (SEE ELEV) /4 AT ICOC E.F. (MORIZ) /4 AT 1260C E.F. (VERT) :f• t •w v e !' +141% 1 ♦ice.: �''♦ ', 4. , x t 1j.4 1 ,.{ ' ` • •61 ♦ \j '1• . •, a WIEN WALE! 3/4' • I•-O' FIN FLR ,n • ;+c' s!tt • r J 10 /4 (GR. 60) x 21 -5" (DRILL ND SET W /EEPDXY O110UT) -11 ' .1r"'ite'lr ' • a i i' ... I 1 ♦ kw t •MS 1'.•� {'"1 �1 s1 ' • • M i ..41,M' •. } i ♦♦ ,•••4t Iv: r{1'. .l1 '1 ••..111 • ('1 1 A CONT ;a • .." 1 IS CONT 1 /S OONT 2 ITS CCNT ii R /J TIES {r AT 12 "0C r -o 1 /7 CANT x\•i \\i`� . SECTION —FIN FUR SCALE! 3/4' • I ' -0' WM. SCALE! 314' • I' -0' 3 - /4 (CR. 60) x 21 -6' (DRILL INTO EAST GRADE BEAM AND SET W/ EPDXY GROUT) c rt. • • • • • • x s 2, 10 /4 (OR. 60) x 21 -6' (Lwow. INTO. EAST Moll Dm AND SET W/ EPDXY GROUT) T) • 1 • .% • ! ..,d' 741 ..1 ' • !b 4, 1. • • •1 E OF 8' x 261 GRADE BM - FIN FLR .b 3 /4 (GR. 60) x 2' -6" (DRILL INTO EXIST GRADE BEAM AND SET W/ EPDXY GROUT) SECTION - NEW 8" x 26" GRADE BEAM SCALE' 3/4' • 11-0' Sh• DRILL INTO EAST GRADE PERM OR SUB AND SET W/ EPDXYOROUT L— 1' i' SEE PLAN Q' -2' PIT 44 AT 10' FA, WAY J SCALE! 3/4' • 1' -0' DETAL /4 AT 16'OC 1-S 1.0 2 /7 CONT FIN FLR f CONT tot , 2 fb.CONT t:, rJ TIES T,t AT 12'OC 1w 6/4x1' -6' (DRILL INTO EXIST GRADE BEAM AND SET W/ EPDXY GROUT) SCALE! 3/4' • I' -0' 4' •• • . rAa` .: `• • OF EXIST GRADE BM FIN FLR 6 /4 x 1' -6 "— (DRILL INTO EXIST GRADE BM AND SET W/ EPDXY GROUT) SECTION SCALE: 3/4' • I ' -0' 10'x18" (E) GRADE BEAM CITY OF TUKWILA APPROVED OCT '8'1893 0/7/93