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Home My WebLink AboutPermit D06-388 - Segment 5 Plans - Kohl's - Retail BuildingD06-388 Kohl's 17150 Southcenter Parkway Due to the file size, this record has been broken down into 3 segments for easier download. Click on the following links to review the permit segments: Segment 1 - Kohl's D06 -388s Segment 2 - Kohl's D06-388 Segment 3 - Kohl's D06-388 Segment 4 - Kohl's D06-388 Segment 5 - Plans - Kohl's D06-388 GENERAL NOTES. ''',,' ''''R.' '12E., • d1. i V 0ilEgV---•-•'-•-•1'*'"•"•'1`-"17:----wZ-•%:V-or--n-2.".'-".'PMVi"gPfrXe%r.gPM.0IPTMagaS.:Mr Irl:IP W "E43..:egufoAR„,7.-M:.naen i:iifitietomelfa,..mgowrtl-T.---9r . -.' a-- ,-r,ZI.:. t :•:%, irgh., •• Ne4.'e ,,, ,,,,,,.. .. A' . , . t • ee• ,,, • WS' eVe •• effe '::•::: e ' •••ee 7., ' •• .•••• •* ':4 Y OM 3: inreEtar/ 4/ ! . . :i33. -,r.:4 :e..,v .• .04:-,:s„ .., ,,,. ,g,i: a ... gjr,rwame., •:. .., . .. 0 I .... Offrnonm ;, , ',..,..4-..*- •,--- -*-..,---.....* . 14, 1 ,-- voi:.:...1.1. ......_ ..„,„,,,,..,... .., .. , d e..Ern330@,/ d. 34..a-ka,,,,K, ' ., x. „.. ?..,....,..• _ - • • m 6.-- , „ • ... . . -4..-:). ' Ve -::,. ',------, A SHEET INDEX GENERAL NOTES TO CONTRACTOR NOTE. PERMIT SETS ARE HALF -SCALE DRAWINGS ,.. • . • '33 ................7. - ":•,,,,1••• -1,,wwdosenad I< if'''. r erg- • • .. . . i - __,_,_._,. q'• " ' 4 V- 1, ''..M. )'-`••`.,ir-v-, .-- '''''1.7-------'07i. igit&-a--..,-;:,--rm,---.4,,,;..§:4= •P 0 -:'• -- -,:gr E )s"'.'" ..; " ot • -4* -,--er.F. -,..:,...il.r.4,...--- - . .. .. A..,:,--abisom t ' ,W.A",47"" •"'•• ''e••• PA. -' 0:' : . .•.,„ „ „='-„,w--....,, ....y 0 , „:,.• :-;....'• - • 4.tibe:,-, • :, • • fi , :,:i4.0., ::,•:,:::.., 4.../••.-,,,..,....k.,•• Afilk•,,,2 .....-: :.._ --i„!,',---,..=, :a:,.....,m.. ..,, =.,„ • ' 8HEET DESCRIPTION 1, VISIT THE SITE TO BECOME FAMILIAR WITH THE CONDITIONS TO BETTER UNDERSTAND THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. VERIFY ALL DIMENSIONS, ELEVATIONS A.Np , CONDITIONS PRIOR TO BEGINNING ANY WORK AND NOTEFY THE ARCHITECT OF ANY DISCREPANCIES. DO NOT SCALE DRAWINGS. 4 2. UNLESS OTHERWISE INDICATED ON THESE DRAWINGS OR IN THE PROJECT MANUAL AS BEM . N.I.C. OR EXIS-11NG, ALL ITEMS, MATERIALS, ETC. AND INSTALLATION OF THE SAME ARE PART OF THE CONTRACT DEFINED BY THESE DRAWINGS. 3. SOLELY AS A CONVENIENCE TO THE OWNER AND CONTRACTOR, THE ARCHITECT MAY •IN-6U.IDEI DOCUMENTS (OR INCORPORATE RECOMMENDATIONS) PREPARED Eff CERTAIN OWNER 1 CONSULTANTS INTO THE DOCUMENTS ISSUED HY THE ARCHITECT. IT IS EXPRESSLY UNDERSTOOD AND AGREED THAT FOR ANY INFORMATION PROVIDED BY SAID CONSULTANTS, THE ARCHITECT ASSUMES NO LIABILITY, REGARDLESS OF SUCH INCLUSION. 4. THE SOIL REPORT FOR THIS PROJECT IS TO BE ADHERED TO. NOTIFY THE ARCHITECT, . ENGINEER AND OWNER OF ANY DISCREPANCY BETWEEN THIS REPORT AND THE PLANS DEr SPECIFICATIONS PRIOR TO BEGINNING WORK. 5. ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE (AS AMENDED), ALL ORDINANCES AND REGULATIONS OF THE CITY OR COUNTY WITH JURISDICTION. AND ANY SPECIAL REQUIREMENTS INDICATED IN THE BUILDING SUMMARY OR THESE GENERAL NOTES. 6. ALL EXTERIOR BUILDING S1GNAGE 15 EXCLUDED FROM THIS CONTRACT. THE SIGN CONTRACTOR EU_ OBTAIN SEPARATE APPROVALS AND PERMITS FROM GOVERNING AGENCIES FOR SIGNAGE. 7. BE RESPONSIBLE FDR OBTAINING AND PAYING FOR AU- PERMITS, UCENSES, INSPECTIONS AND TESTING AS REQUIRED BY THE CONTRACT DOCUMENTS OR ANY GOVERNMENT AGENCY. 5. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, TOOLS, TRANSPORTATION, LMUTIES, OTHER SERVICES AND RELATED TASKS NECESSARY FOR PROPER EXECUTION OF THE CONSTRUCTION REQUIRED EY THE CONTRACT DOCUMENTS. 9. ASSUME SOLI AND COMPLETE RzspoNseurr roR JOBSTE CONDITIONS, COMPLY WITH SAFETY REGULATIONS AND RESTRICTIONS AS REQUIRED FOR WORKER AND PEDESTFREAN PROTECTION DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. PROVIDE PROTECTION AS REQUIRED TO PREVENT ANY DAMAGE TO EXISTING CONSTRUCTION WITHIN AND ADJACENT TO THE JOBSITE, WHERE DAMAGE OCCURS, REPAIR OR REPLACE DAMAGED AREA AND/OR MATEREAL AS REQUIRED TO THE OWNER'S APPROVAL AT NO ADDMONAL COST. THESE REQUIREMENTS SHAJJ_ APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL HOURS. 10.55150 ANY REVISION OR ADOMONAL WORK REQUIRED BY FIELD CONDITIONS OR LOCAL GOVERNING ALITHORMES TO THE ATTENTION OF THE TENANT/OWNER BEFORE PROCEEDING. 11. VERIFY THE SIZE AND LOCATION OF ALL UTILITY UNES AND STUBS TO THE BUILDING(S). BRING AU. UTIUTY UNES (WATER SEWER, GAS STORM DRAIN, TELEPHONE AND ELECTRICAL, ETC.) INTO THE BUILDING, FROM TERMINATION POINTS AS INDICATED, READY FOR SERVICE. PRIOR TO THE COMMENCEMENT OF THIS WORK, BRING ANY DISCREPANCIES TO THE ATTENTION OF THE SITE CONTRACTOR de TENANT OWNER REPRESENTATIVE. 12.50 ADDITIONAL ROOF OPENINGS OR ROOF MOUNTED EQUIPMENT BEYOND THAT WHICH IS SHOWN ON THESE PLANS SI -All BE ALLOWED WITHOUT WRTTTEN CONSENT OF THE ARCHITECT AND STRUCTURAL ENGINEER. 13.50 STRUCTURAL MEMBER SHALL BE CUT FOR PIPES, A.C. DUCTS, ETC., UNLESS SPECIFICALLY DETAILED AND/OR APPROVED BY THE STRUCTURAL ENGINEER. 14.ALL SHOP WELDING IS TO BE DONE IN A CERTIFIED LICENSED SHOP. ALL FIELD WELDING 34513. BE DONE ONLY BY LICENSED WELDERS UNDER CONTINUOUS SPECLAL INSPECTION, WITH CERTIFICATE ISSUED AS REQUIRED BY THE BUILDING OMCAL. 15. WHERE LARGER STUDS AND/OR FURRING ARE REQUIRED TO COVER DUCTS PIPING, COLUMNS, X -BRACING, SADDLES, BOLTS, CONDUIT, ETC., THE LARGER SIEE STUD AND/OR FURRING SI -IAL_ EXTEND THE FULL LENGTH AND HEIGHT OF TI•15 SURFACE WHERE THE FURRING OCCURS. 16.SHOULD AMY ASPHALTIC CONCRETE REQUIRE PATCHING ADJACENT TO BUILDINGS, TT SHALL RE OF THE SAMAN AREAS. E SECTION D DRAINAGE PROFILE AS THE ADJACENT PAVED 17.PROPERLY SEAL AIL OPEN JOINTS IN THE EXTERIOR BUILDING ENVELOPE TO PREVENT AIR AND WATER INFILTRATION. COMPLY WITH ALL FIRE RATING REQUIREMENTS. 18. ALL FLOORS N PUBUC AREAS SI -AL_ HAVE NON -SUP SURFACES IN COMPLIANCE WITH THE I 'HEALTH 4140 SAFETY CODES- OF THE STATE OF IN WHICH THE PROJECT IS LOCATED.ON 19. WHERE ECT DOORS SWING OUT OVER THE LANDING, THE LANDING 51-IALL NOT BE MORE THAN 1/2" BELOW THE THRESHOLD. 20.ALL EXTERIOR OPENINGS SHALL COMPLY WITH THE CRY SECURITY ORDIN.ANCES. 21.ND BUILDING OR PORTION OF A BUILDING SHALL BE OCCUPIED OR USED FOR STORAGE PREp5 TO THE ISSUANCE OF THE TEMPORARY CERTIFICATE OF OCCUPANCY. APPROVAL FOR OCCUPANCY IS ONLY GRANTED AFTER ACCEPTANCE BY GOVERNING AGENCIES. ' 22.PROTECT REAR BUILDING IDO<OSED CORNERS, GAS METERS, REJULATORS, SWITCHGEAR AND PIPING EXPOSED TO VEHICULAR DAMAGE DUE TO PROXIMITY TO ALLEYS, DREVEWAYS OR PARKING AREAS IN AN APPROVED MANNER. REQUESTS FOR INFORMATION • • 1 • ... .,-z.e.i;:,iv siv „ , ::::• . /-<•%. •}EA., MI I 3 • • :,,,-, ' NM f:,q r r :*.f:,10R, r., , , • 3:0 del e e ' ,,V •P',. • loi,.1 01.:fr ' Isal • •i• • .„ -/ . / -------•••• - „; ' , -.,:s.... - , T1AP.: /:?:.:.• - .---• 'I 1. ; ,,..,,, ,,•,. ppnwal Is suplect to :?:I•o:orm, --- - Ti T1 SP TITLE SHEET, SHEET INDEX, BUILDING SUMMARY & GENERAL NOTES SITE PLAN - REFERENCE PLAN PROVIDED BY FREIHEIT & HO • :r 1 :: 1: 0 " -.15 „ E .. - I--- ' •••%:. 4 ditse- ` . • -1, • :.• 3 ?OE.: % 0% A% % r •- .Jiii•-"•`-''' :If,1.:i19:5,0 • w,,•,,7„:„..`,..,./ , trer5, w• , . ' - $1:10f *I.0. -',E,22' of construction ---r2,....,-.. ..444Cgrc", ,,,,,,nov,.,,3,,,,o *4.....4.4..:,;?: ,:n5.3i ,,, A.11:01,747.=, '' '• -.4"•:iMI'' ''': 4„. ; u 4,, i,,,,,,,,;,.,.., :,•:;•,••.' ';.„, • 45,,,,,;41.I0*(21,(1110.d:i• n of any accepted code'-- iv*. 'rftelmere ....,., ,A. -....--Q.;;'r:71:7,7'::.:re, I'W .,;:spr.WV/ EZ•i:O. ielti Co and co .. PT" • • .' ...-- -4''' ,* .... a4A.4441 , . , '5:1P4/4: ..„ CIVIL - SUBMITTED TO PUBUC WORKS BY OTHERS PRIOR TO THIS BUILDING SUBMITTAL iPI .1 . :4, • •••' f. f. :,ss 4:: - , 1,,,,, ' ,:,1„ • ,k • ..;,:----:,: , ,.,, ' ---^.... • :-.:1" ..0 -- 4-41rag/ • • •i''''• ,,, C1 COVER SHEET C2 GRADING PLAN -WEST SIDE ...s ..0. M. 8.::.g).., i •,:, t3 ......, ,, . , .... „ 3333e,... ? ,Ef . A•7•77,',"; .a. .. . . .. ........... ,E,''' „., '"- *,p.A3'.• - : :777I,EE3 e. 5.. . ION,r.,5,....../arkw. „er. r "'• gWoo - - =. :AM <,• ..,:•%0J -4.- •.,•.,. •,,, 1 'N.. .,.. , , .,...,. .1.....0 ,, a gigim. •-• 0 ...,,, Irp..51,q 1 4. C3 GRADING PLAN - EAST SIDE 11, f offlos :, f6e;:" • ; - WEEP ' •• • #J v.-;,,' " , C4 STORM DRAINAGE PLAN WEST SIDE -'M : ?:4 ss'; .T.,,,,,,,A,0,2Fdm-,..,.,..,-,...• '1:-M.--7*Ir'' ',I.v TAW,' *I "qM.Vom: '' ,.. , ? gp .,1 eA:::•.••••••••••••••••••••••47+,•,••:•+. e,•••• ::E 1:,1°I.if•Seres, • • • • ''''. '''• 6 ' A/ F ,A. -' • ...-W•L--1111-i--tt.1'.'"."'-r'-k1i1 ifjo - ' ........„, .....:.---.., .,.-.....,..m.„...„.....„,...-arsim . , „ . az(Vil „fidatroi -0" : : ,-4-1.,,,' PE0'.11.. - :::::::,* 0 ..:: : . " ' -r" z ll • f # *':''''r,,'. : ;:!•,1]... 11f0 :; , aq , ... IP '.... . ,,,,,wor., ,..„:: • ,.:" g•qPrOMP.401t.tt , , ,,,,-...,..., • ..,,,.....„ ,,,,,,.....-....,,,,gggf„, ' .:.'.....''.....' ,...M e, ••.:'; , ratai ,....4„• ,...a.,,,,A.-„, e.„.02,.. 0,.•!..„ i 5 re:0 zw.o: ee, .eil:we.......•••••••••• ,,, M.mart,„'..,-, ,,,,,--o-;;;" " - - ":'' 5 .45P•46•5011 00 % PI ii .:." •r': . &.""•11.7-„,743. 1:05:...-....,--1:-•-= ''''''"33 C5 STORM DRAINAGE PLAN - EAST SIDE - - J ''''','"' 9 ,'. r ,,.. ,.,.... :.,,i: i • 1 0 4,4k_ ..., --.. - ''''*"''''' ;,10 I3N.,?..,133'17•777,<,..M4h,t..it., ' ' t:••,,..„, , . ! d""EE';'77'7,"'"••••77.7 3'7' V 4724;•,-:7 4.7., frg 0 e" , ,, 4„:„ C6 -- VAULT DETAILS- EAST VAULT •- - • ,. gEfre . '':: VISII.Oe • At• 'i *MIK .4 :,.., ,...,,,,,X,r ,... , ,1 tl.',WV •d,.=7.'„,..... . ''' • •t•:". 07.1"f 13 1.r" efiEi • ... .,17" .'• •• .7' t •• 't , %.' :,.,: .„ , ' 1, I • 7 • • .E33/ 1.1.7.=A19741 ..i'.;,:,,Ia '' ,,, ,..-.,. ,. c 7 VAULT DETAILS- WEST VAULT ___ .... .. _ . . 1:MVP.0.rleate: A AI • 55:0,----a-.100--z-a----..i: „i:•00:VI. I,V I .6'. -•ews• .64... .i : - e:','2:";. • 't.,*'••••• ,n00. •:;.... . . .. ::. . ..:............... MI' :;." • :e ,:. • r•IV'geaf•ft. . ::': pit ' Adoig,,,,,,,,,,,,,_ 111 •,. , ......,... .,,.....,,,,m,,-...,- „ _ -,...:. • .., ,-..; ziong goev: 0:,:•,.:,,,, ..1:, : .. ..4 Jffl0i.•0:.,, --1:0•1-10.i.e i....- '-- ,..,....,,.....,.• -, • ..,„•,,,,,,,„,,,,....,....., .0 . .-,.,., . •,........::,:,.., ••,..; ,.„;•••• ;MAP 60:I:r ,, J110'5P.P.P4'14-f-.<'-zI7--------0g ..P< -..Jt. I "D '''Pie I* ,I• P1,-. Jr .5.::,4:----,:i e .•'•"4.•••A•r C8 STORM DRAINAGE DETAILS .,.....,_ ----...=.....9 ABBREVIATIONS WnfilreELS-1-' LEGAL DESCRIPTION lin eh= - flee elms!! k ..... - ..e - s..- ..._ 1 wa....-1.....,-.1,,R BUILDING SUMMARY C9 WATER AND SANITARY SEWER PLAN -WEST SIDE C10 WATER AND SANITARY SEWER PLAN -EAST SIDE 07 Ver IC i ....awe Avio-62 BASEb ON THE 2003 INTERNATIONAL BUILDING CODE w/ WASHINGTON AMENDMENTS C11 WATER DETAILS & AND ID, INSIDE DAM without plior - t CENTERUNE ON approvartyr.. I 2003 INTERNATIONAL MECHANICAL CODE (IMC) C12 WATER AND SEWER DETAILS I.E. INVERT ELEVA 14111." 2 Build! 0 DAMETER IN. INCH • • IcArr7-.6 .77 . e ::..., 77a.s,67 5,1.777 IlligtMlit.7.=:.:',,',-.Z.;',,,' :.•/:. :,,,;:-/... . -X -A,7 /,, "t,' 'EE---?... X "5 7,7E.47.EX E NA/A. z ,17,,,P, N stt. , 'x(272E:L. N7 f 7,/.1...x,t. see1:41121 2003 INTERNATIONAL PLUMBING CODE C13 PAVING PLAN It PLATE INSUL. INSULATION NOTE. . .- e PROPERTY LINE INT. INTERIOR • -ions will req Ul'e • .. . .", rt.,,,I. , aA,M4litiapan.: aibrPE,„MiX. 1,7J1tta,,'. C.N.,177,; "' 2003 NATIONAL ELECTRICAL CODE (NEC) i POUND OR NUMBER and may indude additic "••' riartiWaisiivti fe,lei" '" . ' r.' ' ''''' '''' ' ' '''''' G35 PIPIng 1 2003 INTERNATIONAL FIRE CODE (IFC) LANDSCAPING & IRRIGATION - SUBNITTED BY OTHERS ..rr. JOINT A.B. ANCHOR BOLT ,.-•".• b:fl'CI.t. fL-ii,,,. !V /' .7x -..;-'77.,E, ,7,/.1,-;4,4 7, ;:4/.;'''" 2003 NFPA 101 LIFE SAFETY CODE UNDER SEPRATE PERMIT AEN. Aeove J.B.E. JOIST BEARIN A/C AIR CONDITIONING LAM. LAMINATED 77=5 7•77" i'.7A.E • 47, ..: t t 7.7.7....../17, •77.737. t t ":.-,,..,.:` 7,947 i't I.! , ••,./ ,7,I •'•* 7X... /3XG:XX:t'17. x" , City of Tukvriia 1998 ANSI A117.1 ACCESSIBILITY CODE L-1.0 SITE PLAN ASPHALTIC CONCRETE LAV. LAVATORY ACCESS. ACCESSIBLE ,7.43E.7. sne,E,AirkJy, 5/5tA,Z A RAUEoX /.5 rif...F1 77A.77. 0..": i•-,'"Isy. ••-..... . , - .. • - .. , ht-, ••6 ..: Akr.., 7t.,,,, BUILDING DIVISION_._ 2004 WASHINGTON STATE ENERGY CODE L-2.0 LANDSCAPE PLAN: NW SECTION A.D. AREA DRAIN LT. LIGHT 7I/777F 7,7,777,.//,XLY A77. 7,..77,.7E!.7 ht,...7,7 Lt.' it. ...t. ,./. ACOUS ACOUSTICAL MAX. MAXIMUM 17if.= =Ilk C.' /,' t7/., .s,... 377.Z, FS,/ / ';:-K.w.s.: kr.;/k .W66 c,...- 767, :26., m•t, ....lira.G. e - - EIPANCY GROUP M - MERCANTILE L-2.1 LANDSCAPE PLAN: NE SECTION AFF ABOVE FINISH FLOOR ALUM. ALUMINUM M.B. MACHINE BOLT APPROX. APPROXIMATE MECH. MECHANICAL ARCH. ARCHITECTURAL MFR. MANUFACTURER 6.-r,•., 6:: • 6, ' 77, ,7,77, '; Et. 31 vcrt i resi,..n /x..77.71 t,"1; • '777 E.77.71. ./14//, iX/ `t-7 / r,.ere., 7..,...71 4.E '7," 7.6. L5I7 A /t, :•••! STA.': / 7./ -Zi -7I. ...1,4' yx, /7..t.7 1•/. : 1 FX5'.', riee,,.s Ke•rr, WtrY. C'' . 7.k., ., CI .1.a, 'M "[E7.; N... tn, ',,,,,,,,.. CONSTRUCTION TYPE TYPE II B, FULLY SPRINKLERED L-2.2 LANDSCAPE PLAN: SE SECTION L-2.3 LANDSCAPE PLAN: SW SECTION M.H.MANHOLE 50. BD. BOARD 6.1,.Arkliir, A,: sis.1 •.r e;...,si.e ,ty.,747 7/717, oz, , , ,07,, 3,7,E,, , mfrs.:: /:,7 I.: :!.. SEISMIC DESIGN CRITERIA SEE STRUCTURAL DRAWINGS L-3.0 IRRIGATION PLAN: NW SECTION BLDG, BUILDING MIN. MINIMUM MISC. MISCELLANEOUS BLK. BLOCK %;7.i.AIr. IN nli. ,I, •.., ,.. ',MI -c,,•:;•::, c,,,ski.;6.;-;,..... ALLOWABLE HEIGHT. 55' -O" L-3.1 IRRIGATION PLAN: NE SECTION M.O. M.ASONRY OPENING BLKG. BLOCKING MID. MOUNTED BM. BEAM MTL, METAL B.N. BOUNDARY NAILING .-...„ 6, -1 CC ;11:rsei,i :is ALLOWABLE AREA. UNLIMITED AREA (INCLUDES ADJACENT TENANT) (4) 60.-0" YARDS PER IBC 507,2. L-3.2 IRRIGATION PLAN: SE SECTION L-3.3 IRRIGATION PLAN: SW SECTION BOT. BOTTOM MIT MAIN TELEPHONE TERMINAL EITEN. BETWEEN MUL. MULLION 41‘• ks.: Fe. ;A.1.4 ,1:£ 1, .X2EI,EN 0 . "P.A.A7.4..52/17, 7 • 1 , , AXX ACEP 4../..,,ti / OCCUPANCY SEPARATION. NONE REQUIRED L-4.0 LANDSCAPE/IRRIGATION DETAJ LS r i 7,517 >177A . A C45 •sy.:::, 1;:.:s.••• E tit :•':•///,,7.. Ite. BUILDING SQ. FOOTAGE. MAIN LEVEL. 90,378 SF ARCHITECTURAL N NORTH! N.I.C. NOT IN CONTRACT CAMBER 7,7it 2,:f7V A,7,71. 7."'''' ;.s. :e. WA: 7e (BASED ON BUILDING AREA PER IBC ECTION MEZZANINE. 7966 SF , ADA ADA DETAILS AND NOTES CAM. NO. NUMBER C.B. CATCH 545157 NOM. NOMINAL b S502.1) TOTAL' 98,344 SF SD1 HARDSCAPE AND LOADING DOCK PLANS AND DETAILS CEM. CEMENT N.T.S. NOT TO SCALE CER, CERAMIC VICINITY MAP BUILDING SQ. FOOTAGE. MAIN LEVEL. 89,137 SF Al FLOOR PLAN C.I. CAST IR 0/ OVER C/J CEILING JOIST (BASED ON FLOOR AREA PER IBC MEZZANINE. 7,966 SF A1.1 ENLARGED OFFICE CORE PLAN, LOADING DOCK PLAN AND DETAILS 0.A. OVERALL C.J. CONTROL JOENT 0.0. ON CENTER SECTION 1002.1) TOTAL. 97.103 SF A1.2 MEZZANINE PLAN, APPAREL RETRIEVAL SYSTEM & MISC. DETAILS CLO. CEILING 0.D. OUTSIDE DIAMETER -I ' :. I'''III1 •-•.: •I'''''Ir 4. .., ----'4:-4:,.,-gskwa;....*." !,': '?••,:i -•, •• kv.v.i*.me A1.3 ENLARGED RESTROOM PLAN, ELEVATIONS & DETAILS CLR. CLEAR OFD. OVERFLOW DRAIN GNU cONCRETE MASONRY UNIT OPG. OPENING •-•"' •1./4 ' ' . I:" :::::::::' ••• --, • 4,;q; -,Nr:, '-III MN ,, INTERIOR FINISHES: A2 DOOR SCHEDULE, DOOR FRAME TYPES AND DETAILS C/0 CLEANOUT OPP. OPPOSRE , "••I': .... McI ; ; .J...••,:••••••• •,.:::::".. .... -' ' IlISTit - 6 ' :: -,.•:W.:::!i'::i4.;,,,.: . ., -: j±' ::, • , : ': :::1:I1":11:11 ' F: EArr,s;:6"* : ' '",:",;:i,i,i.Ifi:,::,: P..:•!HII:I: CLASS El CLASS B CLASS e A2.1 ENLARGED STAIR PLANS, STAIR SECTIONS AND DETAILS C.O. CONDUIT ONLY COL. COLUMN PART'N PARTITION CONC. CONCRETE ... ... •.4 11"Ii''Ii)" '' - : ' ' • L I,,,,,. ,... . , .,..; . !il0lit , ...../ w. ,,., 4,„ ,4 : ,. :•:•:0 • • : ,.: ::. ...::.:•• ::„,....,,::::,„:er.,„„„ :: I., ,,I0-:...:, • : : :::.:i . :: : .,:-..::, 01. :: -...d, alli.wif. .. ,5:,. •-• :: , %:::::%,,,,P,;.:,, r..'0:1::::::00,0 .-•.:,::::::::.,,, , 0,...,....,, OCCUPANT LOAD AND EXIT ANALYSIS. A3 EXTERIOR ELEVATIONS AND DETAILS r- P.J. PANEL JOINT CONN. CONNECTION P.L. PROPERTY UNE --1-• • ... ,. ....,:;••;'0i., • '.., .71dI .i:::,:•:0;01:,:i 'II' • • ' • 6, • _. .•-::::0:,-,:%0,010,::1::•:.::, ..„.... 1.7c :. 0 7. . • 3-'7 '1 „,„,,,,:,:,„ Yi:n ' GROUND FLOOR A.3.1 ENTRANCE PLAN, ELEVATIONS AND D AILS PAirn Cr\ D RFAIT CONSTR. CONSTRUCTION PEAS. PLASTER CONT. CONTINUOUS PLBG. PLUMBING "-:4- S -1 -64th i •••H ' ' • •,,-,... ..., ,i,H ,,,,,•::,::::•,,,•:1 :.' ,•,:: ' ,r.t14:4 • : ' 4 • - ---•:, - - ---:,,, ' t3I3tt,:.333; ..:'.•':=.:..' USE AREA LOAD FACTOR OCCUPANTS A3.2 STOREFRONT ELEVATIONS AND DETAIL -mm.41:1L16# i t..., ix CO CONTR. cONTRACTOR PLYWD. PLYWOOD P.Q.C. POINT OF CONNECTION • •'. S. 16th • •St •• 14 . , ,., 5:3 ::F.: ••?: SALES FLOOR 78,940 SF 30 GROSS 2,632 A3.3 GATEWAY DETAJ LS 1. THE GENERAL CONTRACTOR WHEN POSSIBLE SHOULD ANSWER ALL REQUESTS RECEIVED FROM THE SUB -CONTRACTOR. IF THE ANSWER IS NOT IN THE PLANS AND SPECIFICATIONS, THE GENERAL CONTRACTOR SHOULD FORWARD THE REQUEST TO THE KOHL'S CONSTRUCTION P.T. PRESSURE TREATED4/1 <IA . .. ' ... '., a:. m, 1. ,::: .Ogg:':... - 1,-:-,- .--.. ..0'• . ,•'• to •,. td OFFICES 1,893 SF 100 GROSS 19 A4 ROOF PLAN - ... iiror,r,r44.4.:44 DBL. DOUBLE DEPT. DEPARTMENT . 5.--ifirOth:- . -, ctf -c : ..i., 1r, Minkler Blvd & Southcenter 17, LOUNGE 574 SF 15 NET 39 AS WALL SECTIONS e•• - • '-, g,-.0 " DET. Q.T. QUARRY TILE D/F DETAIL DOUGLAS FIR ti ----- • --t.,47. .. : r ; , , Tu kwi I a,WA, 90 1 BB COAT ROOM 252 SF 50 GROSS 6 MAN.Gela, A5.1 L- WALL SECTIONS r t.1-3 .- 2 711f17 2. ALL REQUESTS FOR INFORMATION SHOULD BE DIRECTED TO THE J(OHL'S CONSTRUCTION El.r, DRINKING FOUNTAIN R. RADIUS R.D. ROOF DRAIN 10 i ...":1,,,,,:. , ' <SE " ' : 1••••172ririt •••• TOILET ROOMS 805 SF 30 GROSS 27 A5.2 WALL SECTIONS MANA.G.E.R. THE GENERAL CONTRACTOR MAY NOT CONTACT KOHL'S CONSULTANTS DIRECTLY WM-IOUT PRIOR SPECIFIC APPROVAL OF THE KOHL'S CONSTRUCTION MANAGER DA. DAME i tli DIM. DIMENSION REF. REFERENCE ...... • • • • ' - .. '. -....4 .ot --tink16-eittd .. 7, RECEIVING / STOCK / MECHANICAL 6,121 SF 300 GROSS 21 A5.3 WALL SECTIONS 1 SUB -CONTRACTORS SI -ALL CONTACT THE GENERAL CONTRACTOR ONLY. SUB -CONTRACTORS SHALL NOT CONTACT KOHL'S CONSULTANTS DIRECTLY. SHOP DRAWINGS DN DOINN RDWD. REDWOOD REFR. REFRIGERATOR 4-- -1373rd• " " .. : St `f-'" '440 ,...,.., , "Am" 1„ ;:. STAIRWELL 107 SF 0 0 A5.4 WALL SECTIONS DR DOOR DS DOWNSPOLR REINF. REINFORCED RECT'D. REQUIRED • : SsaTat ]:::i MEM iid .`"7-- _,I, ,r - TRAINING 445 SF 15 NET 30 UV Of tlifiAqi.11 DWG. DRAWING REEL RESILIENT SIIikit tiiiIt ' : • '- ' .. ' . •:,- ' •-• :: : :::': :'..i• ' % k , „ •..... .....F3 GROUND FLOOR TOTAL. 89,137 SF 2,774 OCC . s • ,.... A ] , C:11 FITII Iwe=tw..e. RM. ROOM e EAST R.O. ROUGH OPENING '--"'"". .. -. # 4 ' . . 1........ . % V.: ,;'. 4L 5 MEZZANINE INTERIOFI impRovE5ILDINu 6f-41/4PiL EA EACH R.D.W. RIGHT OF WAY E.C. ELECTRICAL "I• , ' g -.: • - Trilancl...D 1 .•=.:4 .., ..... .,, .7. , 7,K , • ...i • ••. -..4 .....-...: , ',' MEZZANINE - STOCK 7,966 SF 300 GROSS 27 RC1 REFLECTED CEILING PLAN CONTRACTOR R.S. RESAWN EIFS EXTERIOR INSULATION .. `., .0 : t- ,... • : " iiP Orlige 18,t)thr...t,:,..::,,,,,,%.,,, ,,,,, ',I:6. MEZZANINE TOTAL. 7,966 SF 27 OCC. PP1 PARTITION PLAN NOTE: THE ARCH fTECT WIL1 NOT BE STAMPING, APPROVING OR RE -DISTRIBUTING STRUCTURAL SHOP DRAWINGS. ALL STRUCTURAL SHOP DRAWINGS SHOULD BE SENT TO THE STRUCTURAL ENGINEER. IF THE STRUCTURAL ENGINEER 15 REQUESTING THE ARCHITECT TO VERIFY A DIMENSION OR OTHER INFORMATION, THEN THE GENERAL CONTRACTOR NEEDS TO FORWARD THE SHOP DRAWINGS TO THE ARCHITECT FOR REVIEW OF ONLY THOSE NOTECI ITEMS. . PERMIT SUBMISSION - SITE -ADAPT ARCHITECTS FINISHING SYSTEM E.J. EXPANSION JOINT 5 SOUTH "V-• 1 , .0 ., I '''- 1 :,:' I.: I 0 - - 11. 10:„. • :6:0r I I EXIT WIDTHS ANALYSIS WS1 WALL STANDARD PLAN 551 SECURITY/SHELVING PLAN ELEC. ELECTRICAL SAT- SUSPENDED ACOUSTICAL TILE EL ELEVATION S.C. SOLID CORE 5.5, ELECTRICAL PANEL SCHED. SCHEDULE ' ' ' IFI• r :: „J ', . - i ii' , AREA OCCUPANTS FACTOR REQUIRED PROVIDED FP 1 FLOORING PLAN EQ. EQUAL SECT. SECTION , '''.: ':,I,:. :;:::: •,,::,:,:; ,, ::. " '52 Keg( -'" • SALES AREA: FDN FLOORING DETAILS AND NOTES EQUIP. EQUIPMENT SOL, SINGLE E.W. EACH WAY SHT. SHEET EXIST EXISTING SHTG. SHEATHING i 44AP:Nrik H ,z:, ,:.•4-•, . • . .. , . _ -.. •:.:•.,..':.•,4ftpi„,...,...,,, 4.g..e. - . - , .. . '...k ,.: gatIr.• ig fersitei Our ,tott...1p.. 2 X 5.5' (6' -0" DOORS) 11' (132 IN.) ,&, 4 X 5.5' (12' AUTO SLIDERS) = 22' (264 IN.) 2,632 ) 0.15 395 IN, r„...-....-...„......,..--,,, 462 IN. la \- \---••••-••••-••••••/ M P 1 MEZZANINE PLAN EXT. EXTERIOR SIM. SIMILAR 2 X 2.75' (3-0" DOORS) = 5,5' (66 IN) ) D51 DETAILS AND SECTIONS 1. DURING DUE DILIGENCE DISCUSSIONS wrm THE CMES, THE SITE -ADAPT ARCHITECTS SHALL DETERMINE THE REQUIRED PROCESS FOR SUBMITTING PLANS (LE. PLANS CAN SE SENT IN, tf„.,.......--,„,...-...„..-....,„„ THEY MUST BE PERSONALLY DEUVERED, MUST BE SUBMITTED BY THE GENERAL CONTRACTOR OF RECORD, ETC.) THE ARCHITECT SHALL ALSO DETERMINE THE COST OF ANY PLAN REM, FEES IN ADVANCE. 50 A CHECK CAN ACCOMPANY THE SUBMISSION OF THE PLANS, i . 2. THE SITE -ADAPT ARCHITECT SHAD COMPILE A COMPLETE (AS IDENTIFIED BY THE CITY) SETA IDF SUBMITTAL DOCUmENTS IN ACCORDANCE WITH THE SPECIFIC PROJECT SCHEDULE. WHAT Si SPECIFICALLY CONTAINED IN THIS SET IS TO BE DETERMINED AHEAD OF TIME AND MAY INC6UDE CML DOCUMENTS, IF REQUIRED. CML DOCUMENTS ARE NOT A PART OF THE SITE -ADAPT i ARCHITECT'S NORMAL RESPONSIBILITIES UNLESS TT IS SPECIFICALLY REQUESTED BY THE C SHOULD CML DOCUMENTS NEED TO BE SUBMITTED CONCURRENTLY WITH THE ARCHTTECTU SET, THE SITE -ADAPT ARCHITECT SHALL CONTACT THE CML ENGINEER TO COORDINATE DOCUMENTS. 3. SUBMISSION DOCUMENTS SHALL BE SENT TO THE crry VIA A TRACEABLE OVERNIGHT DEJJV4f ; SERMCE. IF THE crrr is IN CLOSE PROXIMITY TO THE STE -ADAPT ARCHITECT'S OFFICE, pATTEI4s ARCHITECT MAY ELECT TO HAND DELVER THEM. ANY OUT-OF-TOWN DELIVERY OF DOCU THAT REQUIRES AN ARCHITECT TO PERSONALLY SUBMIT THE DOCUMENTS MUST BE SPECIFICALLY APPROVED BY THE KOHL'S DIRECTOR OF ARCHITECTURE. IF DOCUMENTS ARE 1 REQUIRED TO BE SUBMITTED BY r -s5 GENERAL CONTRACTOR, THE SITE -ADAPT ARCHITECT MST PROVIDE SATISFACTORY AND REASONABLE NOTICE, SO THAT THE CONTRACTOR CAN MAKE ' ARRANGEMENTS TO DELNER THE DOCUMENTS. 4. SIMULTANEOUS TO SUBMISSION OF DOCUMENTS TO THE CITY BY THE SITE -ADAPT ARCHITECT, THEY SHALL SEND AN E-MAIL NOTIFICATION TO THE GENERAL CONTRACTOR'S PM ANO THE KOHL'S PM. THE E-MAIL SHAL_ STATE THAT THE PLANS HAVE BEEN FoRmau_y sumento, THE REV1EN FEE OF $25,090.96 F•LA,S BEEN PAID, THE EXPECTED DATE OF AVAILABILITY OF THE 55111455 13 03/01/2007 AND UST ANY OTHER SPECIAL CONDITIONS THAT MAY BE OF INTEREST TO THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PAYING ANY PERMIT, UCENSING. AND OTHER FEES AS IS CURRENTLY THE CASE, 5. THAR E SITE -ADAPT ARCHITECT, 45 DESCRIBED ABOVE, SHALL BE RESPONSIBLE FOR PAYING ANY REVIEW FEES RELATED TO THE SUBMISSION OF DOCUMENTS. FEES OF A SUBSTANTIAL NATURE MAY BE SUBMITTED TO KOHL'S SEPARATELY (FRO)4 NORMAL MONTHLY BILLING). KOHL'S WELL IMMEDIATELY PROCESS THOSE BILLS AS A REIMBURSABLE EXPENSE. 6. TI -IE SITE -ADAPT ARCHITECT REMAINS RESPONSIBLE FOR RESPONDING TO COMMENTS MADE BY THE CITY WITH RESPECT TO THE PLANS A5 WELL AS FOLLOWING UP WITH THE CITY UNTIL A PERMIT IS ACTUALLY ISSUED. 7. THE SITE -ADAPT ARCHITECT SHALL TRACK THE ABOVE SUBMISSION DATES AND REPORT THE STATUS BACK TO KOHL'S ON THEIR CURRENT WEEKLY PROGRESS SCHEDULE. THIS WILL CONTINUE UNTIL PLANS ARE APPROVED AND A PERMIT IS OFFICIALLY OBTAINED. 5. UPON OBTAINING THE BUILDING PERMIT, THE GENERAL CONTRACTOR SHALL SEND ,A COPY OF THE PERMIT TO THE KOHL'S CONSTRUCTION COORDINATOR. THEY SHALL LOG INTO THE SYSTEM AS RECEIVED. THE GENOR.A., CONTRACTOR SHALL SEND AN E-MAIL TO THE KOHL'S PROJECT MANAGER AND TFIE SITE -ADAPT ARCHITECT THAT THE PERMIT HAS BEEN OBTAINED. 9. CHANGES MADE TO THE PLANS AFTER THE INTRAD BUILDING PERMIT HAS BEEN ISSUED MUST BE SUBMITTED BY THE GENERAL CONTRACTOR. THE ARCHITECT WILL SUPPLY THE NEEDED DOCUMENTS BUT ELL NOT BE RESPONSIBLE FOR SUBMITTING TO PLAN CHECK OR PAYING ADDITIONAL FEES. THIS WILL BE DONE BY THE GENERAL CONTRACTOR. SPECIAL INSPECTIONS SPEC. SPECIFICATION FON FOUNDATION 50. SQUARE TOTAL GROUND FLOOR: DS2 DETAILS AND SECTIONS F.D. FLOOR DRAIN 555. SERVICE SINK F.F. FINISH FLOOR SS. STAINLESS STEEL 2 X 5.5' (6.-0" DOORS) = 11' (132 IN.) 4 X 5.5' (12' AUTO SLIDERS) - 22' (264 IN.) 2,774 0.15 417 IN. 639 IN. A DS3 DETAJLS AND SECTIONS FIN. FINISH STD. STANDARD) FIXT. FIXTURE STL STEEL FIJR. FLOOR STOR. STORAGE FLOOR PLAN LEGENDS 5 X 275' (3' - I" DOORS) = 13.75' (165 IN.) TOTAL MEZZANINE. \‘._....„........_.,.." EL1 INTERIOR ELEVATIONS E L2 INTERIOR ELEVATIONS E L3 INTERIOR ELEVATIONS F.L. FLOW UNE STRUCT. STRUCTURAL FLUOR. FLUORESCENT S.O.V. SHUT OFF VALVE F.H. FIRE HYDRANT SYM. SYMMETRICAL F.O.M. FACE OF MASONRY F.0.5. FACE QF STUDCP1 0 ------------ GRID UNE STAIRWAY OTHER EGRESS COMPONENTS 1 X 2.75' (3-0" DOOR) = 2.75' (33 IN.) 27 27 0.2 0.15 6 IN. 5 IN. 47 IN. 33 IN. EL4 INTERIOR ELEVATIONS PHONE AND DATA CABLE PLAN FLOOR SINK TOP OF BEAM Ff. F007/FEET T.C. TOP OF CURB F.T. FIRE TREATED T.B. TEL TELEPHONE FI -G. FOOTING TFFCI TENANT FURNISHED, FURR. FURRING FIXTURE CONTRACTOR INSTALLED FUT. FUTURE TFGCI TENANT FURNISHED, 05 I MINIMUM NUMBER OF EXITS REQUIRED FROM THE GROUND ACTUAL NUMBER OF EXITS PROVIDED FROM THE GROUND MINIMUM NUMBER OF EXITS REQUIRED FROM THE MEZZANINE: ACTUAL NUMBER OF EXITS PROVIDED FROM THE MEZZANINE: FLOOR: 4 FLOOR: 11 2 3 SSP STOCK SHELVING PROFILES AND APPAREL RETRIEVAL SYSTEM STRUCTURAL 50.1 GENERAL NOTES AND DETAILS GENERAL CONTRACTOR INSTALLED T&G TONGUE AND GROOVE GA. GAUGE THK. THICK wAU. SE01105 DETAIL MAXIMUM DISTANCE TO AN EXIT W/ SPRINKLERED BUILDING = 250 FT 51.1 FOUNDATION PLAN 51.2 SECTIONS AND DETAILS GALV. GALVANIZED T.P. TOP OF PARAPET C.C. GENERAL CONTRACTOR T.S. TOP OF SHEATHING DETAIL IDENTIFICATION PLUMBING FIXTURE REQUIREMENTS. 51.3 SECTIONS AND DETAILS 001001 GENERAL CONTRACTOR T.W. TOP OF WAU. FURNISHED AND INSTALLED -PfP. TYPICAL - - - - - - - - CENTERUNE APPLICABLE CODE: 2003 INTERNATIONAL PLUMBING CODE 52.1 MEZZANINE FRAMING PLAN G.I. GALVANIZED IRON 0,1..3. GLU -LAM BEAM U.O.N. UNLESS OTHERWISE NOTED CD DOOR SYMBOL FIXTURES REQUIRED FIXTURES PROVIDED 53.1 ROOF FRAMING PLAN GI_ GND. GLASS GROUND VERT. VERTICAL GR. GRADE V.T.R. VENT THROUGH ROOF . GYPGYPSUM nan EXIT SIGN SYMBOL SALES FLOOR ROOM NAME OCCUPANCY TYPE OCCUPANT LOAD CrOASETTERS LAVATORES WATER CLOSETS LAVATORIES 53.2 SECTIONS AND DETAILS 53.3 SECTIONS AND DETAILS G. r. R.0 GLASS FIBER REINFORCED WEST 1 - I ROOM NUMBER MALE FEMALE UNISEX MALE FEPAALE UNISEX S3.4 SECTIONS AND DETAILS CONCRETE W W/ WITH5 m 2.659 6 4 6 2 4 4 1 53.5 SECTIONS AND DETAILS H.B. HOSE BIBB WD. WOOD H.C. HANDICAPPED W.H. WATER HEATER HDR. HEADER w/o WITHOUT HOW. HARDWARE W.P.J. WEAKENED PLANE 30151 MATERIAL/FINISH 0 KEYNOTE B (SEE NOTE 2 BELOW) 94 2 2 I (SEE NOTE 1 EICUDW) 94.1 ELEVATIONS AND DETAILS S4.2 SECTIONS AND DETAILS HT. HEIGHT W.R. WATER RESISTANT H.M. HOLLOW METAL W.W.F. WELDED WIRE FABRic A REVISION DELTA S-1 48 1 1 TOTAL WATER CLOSETS TOTAL LAVATORIES 1' .. PLUMBING P1 PLUMBING PLAN HORIZ. HORIZONTAL (FIAT STOCK ONLY) TOTAL i P2 ENLARGED PLUMBING PLANS, DETAILS AND SCHEDULES H.P. HIGH POINT 1450. HEATING HDWD. HARDWOOD METAL STUD WALL FIXTURES 9 7 13 9 HVAC HEATING, VENTILATION & METAL STUD WALL - ONE HOUR RATED (IF APPLICABLE) REQUIRED. cu-pAnATC MECHANICAL AIR CONDMONING .- a am. "a,* al .1. ,.-.1;,M6'1020..T.2.0.6M0EJta,i,i,F0. TILT -UP WALL N 0 1 ES : PERMIT M1 MECHANICAL PLAN AND 0 1. (2) URINALS SUBSTITUTED FOR TOILETS PER IPC 419.2. Al_ 2. COMBINED OCCUPANTS FOR BUSINESS AND ASSEMBLY AREAS. APPFM M2 MECHANICAL SCHEDULES AND DETAJ LS DIRECTORY REQUIRED 1. SPECIAL INSPECTIONS SHALL BE PRCMDE IN ACCORDANCE WITH IBC CHAPTER 17, 2. SEE SHEET 50.1 FOR COMP= LIST OF SPECIAL INSPECTIONS. ASSESSOR'S PARCEL NOS. ELECTRICAL •••• ••••-•-•-•-- --/- --- .,.. SITE -ADAPT ARCHITECT. STRUCTURAL ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITCT PLANNING DEPARTMENT FIRE DEPARTMENT GENERAL CONTRACTOR E El LIGHTING PLANE E2 POWER PLAN •••,, AND HOLT ARCHITECTS, LTD. AMBROSE ENGINEERING BUSH, 5050& HITCHING% INC. TUKWILA PERMIT CENTER -PLANNING DIVISION TUKWILA FIRE PREVENTION BUREAU Bayley Construction • 244 N. BROADWAY W6S N215 COMMERCE COURT, SURE 100 2009 MINOR AVENUE EAST 5300 SOUTHCENTER BLVD. #100 4-44 Andover Park East 8005 S.E. 28th Street CEDARBURG, WI 5.3012 SEATTLE, WA 98102-3513 TUKWILA, WA 98188 Tukwilo, WA 98188 Mercer Island, WA 98040 MILWAUKEE, WI 53202 TELJ (414) 276-1760 TEL: (262) 377-7602 TEL: (206) 323-4144 TEL: (206) 431-3670 TEL (206) 575-4407 TEL: (206) 621-8884 FAX: (414) 276-1764 FAY: (262) 377-4868 FAX: (206) 323-7135 FAX: N/A FAX: (206) 575-4439 FAX: (206) 343-7728 ATTN: BOB STECKEL ATTN: JAY DECKER or RON GOLD? ATTN: MOIRA BRADSHAW ATTN: Joe Walker ATTN: JEFF STOWE EMAIL: jstoweOschroederandholt.com EMAIL: bob.steckel@arnbeng.corn EMAIL: jayd@brhinc.corn or ranggbrhinc.com EMAIL: rribradshawgoi.tukwila.us EMAIL; tuk-fdprvI5ci.tukwila.wa.us EMAIL jwgbayIsy.nat SITE DEVELOPER M.E.P. ENGINEERS nOILS ENGINEER BUILDING DEPARTMENT E3 PANEL SCHEDULES, CONTACTOR DETAILS AND ONE LINE DIAGRAM 1. 262304-9081-02; 262304-9080-03; and 252304-9117-00 E4 ELECTRICAL DETAILS AND LIGHT FIXTURES SCHEDULE C r) In I-1 i.- r, -4.. , f- _ . _ LnIncla I ILM ITR " WIG PROPERTIES LLC 145504 BINKLEY, INC. GEOTECH CONSULTANTS TUKWILA PERMIT CENTER -BULJDING DMSION 4E111 -134TH PLACE SE 6363 COLLEE", BLVD., SUDE 400 13256 NORTHEAST 20T1-1 STREET, SURE 16 6300 SDUTHCENTER BLVD. #100 BEL1VUE, WA 98006 OVERLAND PARK, KS 55211 BELLEVUE, WA 96005 TUKWILA, WA 98188 TEL (425) 957-4774 or (425) 747-8540 -ro (913) 383-5543 DEL: (425) 747-5618 TEL: (206) 431-3672 FAX: (425) 865-8648 FAX: (913) 383-2831 FA X: N/A FAX: (206) 431-3665 ATTN: MON or LESHYA WIG EMAL: "/3 ATTN: BRENDA HOLT a1A11.,: rabert.horriseNorsonbinkley.com ATTN: MARC MCGINNIS EMAIL: lieshyawigif7wigproperties.coni ATTN: ROBERT 14455(3S 04.411.:04.411.:n/a - 1:)(14111/ti Sitiqr KOHL'S - TUKWILA, WA 17200 SOUTHOENTER PARKWAY 11152 TUKWILA. WA 98188 DEVELOPED BY. KOHL'S DEPARTMENT STORES, INC. N56 W17000 RIDGEWOOD DRIVE MENOMONEE FALLS, WISCONSIN 53051 TEL. 4282) 703-7000 FAX. (262) 709-7105 FIRE NOTES INCLUDED AS A DEPARTMENT OF FIRE PREVENTION REQUIREMENT. 1. THE 44IMUM FLAME SPREAD CLASSIFICATION OF FINISH MATERIAL USED ON INTERIOR WALLS AND CEIUNOS SHALL NOT EXCEED THAT SET FORTH IN THE LATEST EDITION OF THE BUILDING CODE.,PROVIDE 1155s STOPPING TO CUT OFF ALCONCEALS D D-RAF.T 0pENNGs(80HvnircAL AND HORIZONTALAT10'-O00 O.C. 5405 WAY 3, PROVIDE AND INSTALL 4HIGH BUILDING ADR15 NUMBERS. IFYSIZE AND LOCATION WITH FIREDEPLTMENT.PR1051 0 IN4. 550410!DE A STALLA11°NCO PCOMPLETE SUPERVISED AUTOMATIC FIRE SPRINKLER SYSTEM IN STRICT ACCORDANCE wrrH THE FIRE DERAIRTMENT REGULATIONS. SUBMIT PLANS BY A LICENSED FIRE SPRINKLER CONTRACTOR DIRECTLY TO THE FIRE DEPARTMENT, BUILDING DEPARTMENT FOR REVIEW AND APPROVAL 5- EXTT SONS SHALL MEET THE REQUIREMENTS OF DIE BUILDING AND FIRE CODES. SEE FLOOR PIANS, REFLECTED CEILING PLANS, AND ELECTRICAL UGHTING PLANS FOR LOCATION OF EXIT UGHTING, PROVIDE EXIT PATH UGI -MNG GIVING A VALUE OF SOENPEARAFOitOT s9cz5 CAN0uDO LE .MINIMUM AT FLOOR LEVEL. ILLUMINATED D SIGNS SI -ALL BE POWERED FROM SEPARATE CIRCUITS AND 6. ALI EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. ONLY THE MAIN EXTT DOOR MAY HAVE KEY OPERATED HARDWARE AND SHALL BE LAI3FI45) 'THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" IN BLOCK LETTERS A MINIMUM OF 1' HIGH ON CONTRASTING BACKGROUND. EFFORT To OPERATE IS NOT TO EXCEED 8 1/2 L0S, FOR DRERIOR DOORS, 5 LBS. FOR INTERIOR DOORS AND 15 LBS. FOR FIRE STRUCTURE MAINTAIN AISLES LEADING TO REQUIRED 7. ExRATEDsWITHIN D oACONTINUOUSLY TO A PUBUC WAY OR APPROVED REFUGE AREA 8. MAINTAIN EXTERIOR WALKWAYS WITH A MINIMUM WIDTH OF 44" PENETRATES A FIRE 9. RAFTOR6jAviDPEWUALIE151151020WR,ALc.Eipm DUCTWORKwHAAREEMBL. 10. DURING CONSTRUCTION AND/OR DEMOLTION, PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2A OR 2A106C WITHIN 75 TRAVEL DISTANCE OF Al PORTIONS OF THE BUILDING ON EACH FLOOR. 11. AT 155 TIME OF OCCUPANCY PERMIT, INSTAL_ EXTINGUISHERS FURNISHED BY KOHL'S OF THE SIZE AND TYPE REQUESTED BY THE FIRE OFFICIAL FIRE EXTINGUISHERS LOCATIONS SHA1.1 BE De I ERMINED BY FIELD INSPECTEON IF NOT INDICATED ON THE APPROVED PLANS. LOCATIONS SHALL BE AGREED UPON BY KOHL'S AND THE FIRE OFFICAL ALL FIRE EXTINGUISHERS TO HAVE U.L APPROVAL 12. PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING MATERIAL. TO THE PROJECT SITE, THE SITE WATER SYSTEM SHALL PASS Al REQUIRED TESTS AND BE CONNECTED TO THE PUBUC WATER SUPPLY SYSTEM, IN ADDITION, AN APPROVED ALL WEATHER ROAD SHALL BE IN PLACE TO PROVIDE ADEQUATE AND PERMANENT ACCESS FOR EMERGENCY VEHICLES. 11 MAINTAIN GOOD HOUSEKEEPING AT ALI TIMES ACCUMULATION OF COMBUSTIBLE WASTE MATERIALS IN THE BUILDING IS NOT ALLOWED. 14. PROVIDE AND INSTALL A KNOX KEY BOX AT MAIN ENTRANCE / C<IT (LOCATION AS DEE LIMINED BY THE FIRE MARSHAL - SEE SHEET Al FOR PROTOTYPICAL LOCATION). PLACE KEYS FOR FIRE DEPARTMENT EMERGENCY ACCESS IN KNOX-BOX, KNOX BOX TO IBE 3200 SERIES RECESSED MOUNT WITH LET -OFF DOOR AND UL LISTED DOOR TAMPER SWITCH, IDARK BRONZE FINISH. 15. CLEARLY IDENTIFY FIRE-PROTECTTON EQUIPMENT AND FIRE HYDRANTS, IN A MANNE APPROVED BY THE FIRE MARSHAL, TO PREVENT OBSTRUCTION 1 PARKING AND OTHER OBSTRUCTIONS. Ot'fls 760 101) INFORMATION ON THIS DRAWING TAKES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFLICTING INFORMATION. NO. >>>>>>>>> DATE BY DESCRIPTION 12/22/06 JMS RET/ISED EXR CALCS PER DOOR CHANGE - ADD. A 12-22-06 Bid Set 9ECFIVED fICTIIKINIUN JAN 0 7::1 rr r%I.OATE rINSTIVA8 ml. -al CD 0 TITLE SHEET SCALE: - SHEET: PROJECT #: 3079-11152 DRWN BY: - CHKD BY: - BLDG. suemn7AL: 10/12/06 csJ cJ 7- _ w T ADA ACCESSIBILITY NOTES - . LSE OF WALL OR PAROTION SPLASH DDDR yy ADDITIONAL vt WALL MOUNTED SCRAM To BE LOCATED ON LATCH SIDE 01 DOOR MOUNT A7 60' 10 CFDTERIINE OF MIN DISABLED ACCESS FOR BUILDINGS BY OTHERS) CONTROLS & OPERATING MECHANISMS 9N FROM FLOOR I , (SITEWORK RAMPS GENERAL - CON,ROLS AND OPERATING MECHANISMS REQUIRED TO BE ACCESSIBLE SHALL COMPLY WITH LETTERING RAISED 1/32" "'"` _ _ _ _ _ _ _ t l DOOR SHALL OPEN 1 90 DEGREES MIN. 1 r-'4 5 - - 1 I I I 1 4� Egg; ANY PATH OF TRAVEL SHALL BE CONSIDERED A RAMP if T5 540PE R GREATER THAN 1 FK. RISE I.5 20 FT. OF HORIZONTAL RUN. I. THE MAXIMUM SLOPE OF A RAMP THAT SERVES AOCITYAY, PROVIOES ACCESS FOR PERSONS WITH DISABILITIES, OR 15 IN THE PATH OF TRAVEL SHALL BE 1 FT. RISE IN 12 FI. 0f HORI2oNTAL RUN. 2. THE CROSS SLOPE OF RAMP SURFACES SHALL BE 140 GREATER THAN I:50 (1/4' / FT.). 3 THE MINIMUM WIDTH OF RAMPS SHALL BE AS REQUIRED FOR STAIRWAYS AND EROS. 4, ODORS IN MY POSITION 5NALL NOT REDUCE THE MINIMUM DIMENSION OF THE RAMP LANDING TO LESS THAN 42" AND 5I031 NOT REDUCE THE REQUIRED WIDTH BY MORE THAN 3- WHEN FULLY OPEN. 5. RAMP LNDINGS ME NOT CONSIDERED IN DETERMINING THE MAXIMUM HORIZONTAL DISTANCE OF EACH RAMP. THE PROVISIONS OF THIS SECTION, THE HIGHEST OPERABLE PART OF ALL. CONTROLS, DISPENSERS, RECEPTACLES MA OTHER OPERABLE EQUIPMENT SHALL SE PLACED WITHIN ONE OF WE REACH RANGES DETAILED BELOW. CLEAR FLOOR SPACE 5411 BE PROVIDE() AT CONTROLS, DISPENSERS, RECEPTACLES AND OTHER OPERABLE EQUIPMENT AS DETAIL BELOW.NY 1, ELECERMAL A140 COMMUNICATIONS SYSTEM RECEPTACLES ON WALLS SHALL BE MONIED NO LESS TWAIN 15" A80VE THE FLOOR. P(CEPTION: THESE REQUIREMENTS DO NOT APPLY WHERE THE USE OF SPECIAL EQUIPMENT DICTATES OTKERWtSE OR WHERE ELECTRICAL AND COMMUNICATIONS S1'SITJAS RECEPTACLES ARE NOT NORMALLY INTENDED P011 USE BY BUILDING OCCUPANTS. 2, CONTROLS MID OPERATING MECHANISMS ARE OPERA91i WITH ONE HAND MD 00 ICT REQUIRE TIGHT GRASPING. PINCHING OR 1WISW'S OF THE WRIST. THE FORCE REQUIRED TO ACTUATE CONTROLS IS NO GREATER THM 5 POUNDS Of FORCE. FORWMO RFACN TO WALL MOUNTED OBJECTS 1/4" MAX AT 1:2 SLOPE m1. ,..\..._..) 0 ,--\ ..v ,!� /'!"Emi `\ 1/4• MAK `FLOORING THRESHOLD �� - - 1/4' MAX. J • •• • • 1 i z 3 / HEIGHT OF LETTERING 5/8' MIN, TO 2" M. UPPERCASE SMS SERIF CHARACTERS CORRESPONDING S • 32' MIN. 1 :L/ la- „ MINIMUM ! .( CLEARANCES AT DOORS h 4B' MIN' - - H.C. y �' i)I'�I-_,@ 1'1:,1 CARPET R� OR WEATHER MAT 1/4" MAX. BELOW [ARP FLOORING ADJACENT HARD SURFACE Fl-OOMND .. ' `-1" 77' MIN. GRADE II BRAILLE BRAILLE DOTS ARE 1/10' D.C. CELLS. MEASURED FROM THE TO THE FIRST COLUMN OF GOTS RAISED t/40" Mm'. IN EACH CELL WITH 2/IO' SPACE BETWEEN SECOND COLUMN OF GOTS IN THE FIRST CELL IN THE SECOND CELL. BRAILLE DOTS ME 6. IF A RAMP RUN HAS A RISE GREATER THAN 6 S. ORA AILS ARE PROJECTION GREATER THAN 72 IN.. THEN IT SHELL HAVE HANDRAILS N 601)1 SIDES. HANDRAILS ARE NOT REQUIRED ON CURB RAMPS OR ADJACENT TO SEATING IN ASSEMBLY AREAS. 7. THE GRIP PORITN OF HANDRAILS SHUJLI. NOT 9E LESS TNN 1 i/a' OR GREATER TAN 1 I/2' IN CROSS SECTIONAL DIMENSION, OR T141 SHAPE SHALL PROVIDE AN EDUIVMENT GRIPPING SURFACE. AND ALL SURFACES SHALL 8E SMOOTH 51114 NO SHARP CORNERS. HANDRAILS SHALL NOT ROTATE WITHIN NEG °�" B. NANORMLS PROJECTING FROM A WALL SHALL HAVE A SPACE OF 1 1/2" BETWEEN THE WALL MHO THE IMMORAL, - SO"x48' CLEAR FLOOR SPACE FOR FORWARD APPHOPDX 15 PROVIDED f0 OBJECT. - ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR SPACE ADJOINS OR OVERLAPS M ACCESSIBLE ROUTE OR ADJOINS ANOTHER WHEELCHAIR CLEAR FLOOR SPACE. - MAXIMUM 48" YORNMO REACH HEICHI FROM THE BOOR SURFACE.11,..- - MINIMUM (S' LOW FORWARD REACH KETONE FROM THE FLOOR SURFACE. FORWARD REACH OVER n#51VNrTMNe r\, - 1 --' 4 V / - Y r• I. .' -• ,- EDGE OF COUNTER PLAN, REQUIRED KNEE \ AND TOE SPACE 19' MAX. MJRROR MERROR_20'-. SPLASH FAUCET CHANGE IN LEVEL 7 RESTROOM DOOR SYMBOLS 1 AM -Q1 110/12/0{ 1 SCALE 7/2"=t' a' AW-O7i 0,/30/08 1 $ELLE: N.T.S. 9. MOUNT MANDRAKE AT 34"-38" ABOVE THE RAMP. 10,ANY WNL- OR OVER SURFACE ADJACENT TO FEMMES SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS. EDGE$ SHALL HAVE A MINIMUM RADARS OF 1/8". STAIRWAYS MAXIMUM DEPTH OF OBSTRUCTION ALLOWED I5 25" WHEN DEPTH OF OBSTRUCTON 5 BETWEEN(f( - MAGNUN 48' FORWARD REACH HEIGHT FORK NE FLOOR SURFACE. NOTE: CLEAR AND UNOBSTRUCTED SPACE BENEATH THE OBSIRUCTE)N MUST 0E EQUAL TO 011 GREATER 1X44 TE DEPTH OF THE OBSTRUCTOR (THIS CLEAR SPACE SHOULD BE A MINIMUM OF 30' HIGH TO ALLOW FOR -•� 18" Hata - 24' PREFERR© TA20'-RS':) CLEARANAT ODORS NOTE ALL CHECKSUMS ARE ACCESSIBLE PULL SHE LXIERIOR I 18'..."1-- MIN. CLEARANCE 4 \ MILLWORK 15 GENERIC FOR GRAPHIC PURPOSES REra2 DISPLAY STAND i 9 °S AD .1. a1 INTRwR DOORS 10" MIN, BOTTOM PAIL I. HANDRAILS ME REWIRED ON EACH SIDE OF THE STARS. MOUNTED AT 34'-38' ABOVE THE NOSING OF THE TREADS. SEE DRAWING FOR WWDRNL 0(1ENS1055 AT TIE TOP AND BOTTOM OF THE STARS. CLEARANCE OF A WHEELCHAIR ARM REST UNDER THE OBSTRUCTION). E R SIDEACFI TD WAIL MOUNTIE() OBJECTS KICK PLATE AT DOORS it - I [' .11 COUNTER COUNTER UP IIS" IIr I` III 11_1" _J 2. ENDS SILL BE RETURNED 0R T2R1(NATE IN NEWEL POSTS OR SAFETY imams. 3. THE lw400mP PORTON OF HANDRAILS SHALL NOT BE LESS TFWN 1 1/4' OR GREATER THOU 1 1/2" IN CROSS SECTIONAL DIMENSION OR THE SPARE SHAH HAVE A SMOOTH SURFACE WITH 50 SHARP 0011NER5. ANY WALL OR ONFR SURFACE ADJACENT 10 THE HANDRAIL SHALL BE MEE OF SHARP 0R ABRASIVE ELEMENTS IVNDPMLS SNAIL NOT ROTATE WITHIN THEIR P11DNG5. 4. 01RDOOR STAIRS AND THEIR APPROACHES SHALL. BE DESGNm SO THAT WATER WILL NOT ACCUMULATE ON WALKING SURFACES. 5. ALL TREAD SURFACES SHAT BE SUP RESISTANT. TREADS SHALL NAVE SM0014. ROUNDED, OR CHAMFERED EXPOSED EDGES, AND NO ABRUPT EDGES AT NOSING (LOWER FRONT EDGE). - 30'x48' CLEAR FLOOR SPACE FOR PARALLEL APPROACH 15 PROVIDED AT OBJECT. -ONE FULL UNOBSTRUCTED SHOE OF THE CIF/,R ROOK SPACE ADJOINS OR OVERLAPS AN ACCESSIBLE ROUTE OR ADJOINS ANOTHER WHEELCHAIR CLEAR FLOOR SPACE. - CLEAR FLOOR SPACE BEANS A MA%INUM OF 10' FROM THE WALL - MAXIMUM 48" REACH HEIGHT FROM THE FLOOR SURFACE. - MINIMUM 15' LOW REACH NEIGH( FROM TXE FLOOR SURFACE. SIDE Rft H 04FR ORSTRUC110.�S LEVERS PUSH/PULLS '] L RAMC BARS +}+} 9 2Y a $p e/• \� —iii 1 iNs6-"1 • —cam 7..l A •\ 'Q ) ( ; y L IJ .L� ( PUSH 'L \• -/ y J11U L7 �// 7 I ! % /� -- 0 E7 CJ / ! t� G' /) '! '•m• �� i - '1 �� - I __/ o 3 Xi \\ LL 811 N. ] ] E g 9 4 pUSH 510E FORWARD APPROACH 72. MIN. PROVIDE DS ADOmONAL SPACE DOOR 13 EQUIPPED WITH 60TH LATCH AND A CLOSER ,r orE.. 1. FLOOR OR LANDING ON EACH SIDE OF DOOR 5 LEVEL. ANO CLEAR, 2. SURFACE SLOPE CF THE AREA (EXHRIOR COORS) SHALL PoT EXCEED 2Z SLOPE. IF A LEVEL _ = _ �� - // - 3E= -� I 14. UNE Of FINISH BOOR FIN. _ ( I111"MIN. Ali - i - 6- THE NOSING SHAD, NOT PROJECT MORE THAN 1 t/2" PAST THE FACE OF THE RISER MOW'. 7. OPEN RISERS ARE NOT PERMf1110. ENTRANCES & EXITS - MAXIMUM NEEM OF OBSTRUCTION 6 34• FROM THE ROOK SURFACE. - MM WMUM DEPTH DF aesrR IO1GF Is u. - M4%IMOM 48. SIDE REACH HEIGHT FROM TnE FLOOR SURFACE. /� , //��/////�jr ////� ACCEPTABLE AND MOUNTING DOOR HcARDWARE HEIGHTS 46" MIN. CLEW SPACE ,Y MIN. 19_ MAXL 1 1 \ 3'-0' MIN. I OTR. AISLE "EFF MANEUVERING AT DOORS 2 I. DURING PERIODS OF PARTIAL OR RESTRICTED 05E OFA BUILDING OR 140101?. THE ENTRANCES USED FROM (FORWARD).APPROACH TO ()NIECES WITHIN ALCOVES ACCESSIBLE CHECKSTAND 8 NOTE LATCHING AND LOCKING DOORS ARE NAND OPERATED AND WHEN A PATH OF TRAVEL SHALL BE WITH A SINGLE EFFORT (E.0. TYPE H6ROWARE, PANIC BARS. PULL A 11E 0151 ea01 OR OTHERHARDWARE. FNROYlME DESIGNED TO PROI'IOE PASSAGEWITHOUT REQUIRINGTHE ABILI TY TO GRASP THE OPENING HARWE) DOOR OPERATING PRESSURE 1, IN44*. & EGR SSUR LBP- MAX, OPERATING PRESSURE 2- FIRE ODORS - 15 IBX, MAX. OPERATING PRESSURE TQ MEASURE MAXIMUM EFFORT OPERATE DOORS, PULL 0R P051 E7TbM J5 APPUE0 AT RIGHT TO HINGED DOORS AND AT THE PLANE OF SLIDING OR POEO CO4P541110 DOMES OR AUTOMATIC EN DOOR OPERATORS MAY BE 0111210 MEET MAXIMUM MORE. THAT ARE 114 OPERABLE LEVER PUSH ,.0. - 5 DOOR DOOR TAKES OPEN 70 TO WITHIN MOLES CENTER DOOR DOORS. TO 3 SEC. CLOSERS, 81 SET DOOR TO ➢050105 ODOR MN, IF PRESENT,] SO THAT AT IFAST CLOSE OF 70 3' OF THE CLOSER CLOSERS rt 31ANGLE FROM DECREES LATCH. + AN NOTES, A 34' B. 2B' C. KNEE WIDE. TIE 7WI WIDE, E- GN F. THERE G, fA7CE15 CONIROLIID NOTE: H. FAUCETS TIGHT I. 5 L8. J. NOTCH SECTION, MAK. HEIGHT OF RIM OR 000511)1 A30VE FLOOR SURFACE, MIN. CLEARANCE FROM BOTTOM Of APRON TO THE CLERANCE U FRONT LP 15 A MIN. OF 27' ANO EXTEN05 A MIN. OF B" IN DEPTH FROM THE LAVATORY,THE CLAND EXE UNDER THE LAVATORY ' A MIN. 4 0 AND E%ENOS A MIN MUM OF i7' IN DEPT FROM ANO HOT WATER fl%NC I5 INSULATED OR CONRED ARE NO SHVNP OR ABRASIVE ELEMENTS UNDER ALE LEPER TYPE, PUSH TYpE OR EIECTRONIW-LYNOTE: MECH 41553 SELF CLOSING VALVESS MUST MAINTMN A MW. Di 10 SECOND OPEN FLOW, ARE OPERABLE WITH ONE HWO AND DO NOT GRASPING, PINCHING OR TWISTING OF THE WRIST. MAX. FORCE REQUIRED 10 ACTUATE CONTROLS. MILLWORK TO RECEIVE FIXTURE. ROOK. HIGH, 30'�+IBE FRONT OF W HE14. 30' LIVE FROM. TO0 LAVATORY,,). }6. REQUIRE FOR PRINTERY ACCESS SHALL BE ACCESSLBLE 70 AND USABLE 8Y PERSONS WTH DISABILITIES. 2. NO DOORS SHALL BE OP154811 FROM THE INSIDE WINOUT THE USE Of A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 3. MANUALLY OPERATED EDGE OR SURFACE -MOUNTED RUSH BOLTS AND SURFACE BOLTS ARE PROXIBREO. WHEN EXIT DOORS ANT USED IN PAIRS MD APP110VE0 AU1OMATC PLUSH BOLTS ARE USD, THE DOOR LEAF HAVING TLE AUTOMATIC RUSH ? 115 SHILL ROOT RE DRERIMRE OR SURFACE -MOUNTED AHE UNLATCHING OF ANY LEAF SNAIL NOT REQUIRE MORE THAN ONE OpERATN. - MINIMUM 30'x48' CLEAR FLOOR SPACE FOR ALCOVES WITH A DEPTH 24" OR I. - MINIMUM 36'x48' CLEAR FLOOR SPACE FOR ALS WITH A DEPTH GREATER THAN 24'. - ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR 110011 SPACE ADJOINS OR OVERLAPS AN ACCESSIBLE ROUE OR ANOTHER 305440- CLEAT FLOOR SPACE. ;R;.,, r •: H u e.. ADA -O2 r10/18/04 1 SCALE: N.T.S. ADA -05 105/22/08 SCALE: i/2'=1'-0" ACCESSIBLE ADJACENT SERVICE ALLY/ j�r 4\ .. 30•x48• A V J� SPAM BOOR / . 1 4--3' 4'-9" M1 (PUSH SIDE OF 0008) MIN (PULL 570E OF DOOR)NDER T 4. UTCH(NG PND LOCKING 000115 TNT ARE HAND ACIWA1E0 Mo WHICH ARE IN A PATH OF TRAVEL, 5HALL OPERBLE WITH A SINGLE 1110111 8Y LEVER TYPE HARDWARE. PANIC BARS, PUSH-PULL ACTIVATING OR OTHER HDWARE 0191GNED TO PROWOE PASSAGE WITHOUT REOUIRINC THE ABILITY TO GRASP OPENING WWDWARE. LOCKED EXD DOOR5 SHALL OPERATE AS ABOVE I1 EGRESS DIRECTION. 5. HANG -ACTUATED ODOR OPENING HARDWARE SHALL BE MOUNTED AT 48' MAX. ABOVE THE FLOOR. EVERT DOORWAY WHICH II1 NLOCATED4 0011 M ACCESSIBLE PA1. OF TRAVEL. SHALL BE OFA 572E AS ' 17 PERMIT THE INSW.LATN OFA DOOR NOT LESS THAN 3 FT. IN PEND AND NOT I,E55 TFWI Y0' NEIG. WHEN INALLED, E00T COORS SINLL BE GPABIE OF OPENING 50 IlA7 THE CLEAR WIDTH THE EXIT I5 NOT LE55 MAN 32". FOR WINCED DOORS, TRE WENING WIQN SPA31 EHE MEASURED W1TK THE DOOR POSTGNED AT AR - MINIMUM 30548' CLEAR FLOOR SPACE FOR ALCOVES WITH A DEPTH OF 15' OR LESS. - MINIMUM 30"x60' CLEAR FLOOR SPACE FOR ALCOVES WITH A DEPTH GREATER TUN 15'. - ONE FULL UNOBSTRUCTED SEE OF TIDE CLEAR 11008 SPACE ADJOINS OR OVERLAP5 AN ACCESSIBLE SIGNS & IDENTIFlCATION 4.BARS --' SIDE OF DOOROF JTHAT OF 90' FROM 715 CLOSED POSHON.SECONDS WHE A PMR OF DOORS JS UTIU210, AT TEE ONE OF THE DOORS _'MI PE A CLEAR, UNOBSCRUCTED OPENING WIDTH OF 32' WIN THE LEAF POSTPONED AT AN ANGLE OF 80_ FROM ITS 010510 POSITION. S. WHEN AN AUTOMATIC DOOR OPERATOR 5 UTILIZED TO OPERATE A PAIR OF DOORS, AT LEAST ONE OF TDOORS SHALL PROVIDE A CLEAR. UNOBSTRUCTED OPENING WIDTH OF 32' WITH OK THE CO LE PDSMONED AT AN ANGLE OF 90- FROM ITS CLOSED POSITION. (O.1HE FLOOR OR IMDING SHALL HOT BE MORE own 1/2' LOWER THAN THE THRESHOLD OF THE DOORWAY. 11.TNE BOTTOM IO' OF ALL DOORS (EXCEPT AUTOMATIC SUOING DOORS) SHALL HAVE A SMOOTH, NHTING A t SURFACE TO ALLOW WE DOOR 44 RE OPENED 1Y A WHEELCHAIR FOOTREST ID" OuTHIGH A TARP OR HAZARDOUS CNN THE WHERE NARROW ER000 DOORS ARE USED. A 1O" NIGH SMOOTH 10 81 PME0 ETA A BE INSTALLED l N THE PUSH SLOE OF NE DOOR, WHICH ,DULL 0S oo THEom DOOR TO BE OPENED BY A WHr'�CHAUt PwlrteaT WITHOUT CREATING A TRAP OF HUwHWUS CONO7170N. 12.MAXIMUM EFFORT TO OPERATE 00085 SHLLC NOT EXCEED 5 POUNDS FOR E%TER4011 & INTERIOR DOORS, AND T5 POUNDS FOR FlRE DOORS, WHEN SUCH EFFORT IS APPLIED AT ROO ANGLES TO HJNGED COORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING 4 ODORS. COMPENSATING DEVICES OR AUTOMATIC ODOR OPERATORS NAY BE UTILIZED TO MEET NE ABOVE STANDARDS. WHEN FRE DOORS ARE REOVIRLT), THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY 13E INCREASED TO ME MAXIMUM ALLOWABLE 8Y THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 POUNDS. FLOORS &LEVELS 1. THE INTFRNATONAL SOMBOL OF ACCESSIBILITY SHLL 8£ 'BIKE STMOARO USED TO wENTFY FAC1l1TE5 ARE ACCESSIBLE TO AND USABLE BY PY OW= PONS AS SET FORTH IN ADA 2. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL BE EQUAL TO COLOR NO. 15090 IN FEDERAL STANDARD 5990. 3. LETTERS AND NUMBERS ON IONS SHALL HAVE A WIDTH -TO -FRIGHT 114110 OF BETWEEN . :5 AND 1:1 MD A STROKE *0TH -TO -HEIGHT RATIO BETWEEN 1:5 AND 1:10. 4. CHARACTERS AND NUMBERS N SIGNS SHALL BE SIZED ACCORDING 10 THE WEWINO BSTMNCE FROM WHEN THEY ARE TO 81 READ. THE 1.1111MUM HEIGHT IS MEASURED USING AN UPPER CASE X. LOWER 00.3E CHARACTERS ARE PERM11110. FOR SIGNS SUSPENDED OR PROJECTED ABOVE THE FlNISH FLOUR IN COMPLIANCE, THE MINIMUM CHARACTER HEIGHT EMU BE 3". 5. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH TILER BACKGROUND. 5. WHEN RAISED CHARACTERS OR SYMBOLS ARE USED, THEY SHALL CONFORM 10 THE FOLLOWING: A LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED 1/32' MINIM0M AN0 SHALL BE SANS -SERIF UPPERCASE CHARACTERS ACCOMPANIED 8Y GRADE 2 BRAILLE. B. RASED CHARACTERS OR SENBOLS SHALL BEA MINIMUM OF 5/8" HIGH, C. PGTORIAL SYMBOL SIGNS (PICTOGRAMS) SHALL BE ACCOMPANIED BY THE EOUWALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE BORDER 01MFN31041 OF THE 11(070GRAM SHALE BE A MINIMUM OF 6' IN HDGM, HINGED SIDE OF DOOR FRAME TO BE DONT TO YANG WALL DOORS 21 ACCESSIBLE LAVATORY 15 ACCESSIBLE SERVICE AREA COUNTEP9 INTERIOR DOOR DETAIL 3 FOA -09 03/10/06 I Ere, F t/2'=I'-0' ADA -03 I 07/29/05 I SCALE: 1/4'=T -O' ADA -21 1 10/12/06 1 SCALE: N.T3. ADA -15 (03/16/Dfi ( SCM= 1"=Y -O' l <Z 4 REWIRED STRIKE MUST BE RUSH WITH SURFACE ON BOTH SIDES !1 �I al al 1 Y MIN. GUN. 1-1/4' - 1-1/2' O.D. 0 I.F. +eE a tI!;g$ \J SW j m et \ is-, rC DOOR ON 1 1 1 I a < '- CLEAR ANY I I I STAINLESS STEEL TUBING w/ v 1/8' WK. % Y DIA. FLANGES FASTEN TO BACKING PLATE W/ 11 3 SCREWS AS REWIRED W DTH I' 1 ■, �T TT t7 r' jam/ !' S �,II�3o, ;�Im 'o m 4' �i MAX. $ Q r. SBR m u r MAX 1. GROUND MO BOOR SURFACES ALONG ACCESSIBLE ROUTES AND IN ACCESSIBLE ROOMS TWD SPACES, INCLUDING FLOORS, WALLS. RAMPS, STAIRS. AND CURB RAMPS. SHALL BE STABLE, ORM MID SUP RESISTANT. 2. CHANGES IN LEVEE UP 70 I/4" MAY BE VERTICAL AND WITHOUT EDGE TRFATMEM. 3. CHARGES IN LEVO- BETWEEN 1/4' AND (/2' SMALL BE ACCOMPLISHED BY MEANS Of A RAMP NO STEEPER THAN 1 VERTICAL TO 2 HORROMAL- 4. IF CARPET OR CARPET WE K USC ON A GROUND ort SURFACE R SPiALL BE SECURELY {TACKED, HAVE A FIRM WSN(05, PPD OR BACKING OR NO CUSHION 411 PAD, AND HAVE A LF/EL LOOP, ED -AIRED LOOP, LEVEL CVT PRE OR LEVEL LUT PIE TEXTURE. THE MAXIMUM PILE HOCM SHALL BE 1/2'. EXPOSED EDGES OF CARPET SHALL 8E FASTENED TO FLOOR SURFACES NLD HAVE TRIM ALONG THE ENTIRE LENGTH OF TE EXPOSED EDGE. CARPET EDGE TRIM SHALL COMPLY. SANITARY FACLJTIE$ 7. CONTRACTED ()RADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE SYMBOLS 0' SPECIFICALLY REOUIREO IN OT' S PORTIONS OF THESE REGULATIONS. DOTS SHAT BE 1/10" ON CENTER IN EACH CELL WITH 2/10' SPACE BEUWEEN CELLS. DOTS SHALL BE RASED A MI14MUM O 1/32" ABOVE TIE BACKGROUND. 8. WHEN PERMANENT IDLMITCATION 15 PROVIDED FOR ROOMS AND SPACES, RASED LETTERS SHALL BE ACCOMPANIED 0Y BRAILLE. 540145 SOW. BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SLOE OF 1X6 DOOR. WHERE THERE I5 ND WALL SPACE ON WE LATCH SEE. INCLUDING DOUBLE LEAF DOORS, 51055 SHALL 8E TRACED 014 THE NEAREST ADJAOEN1 WAIT.. PREFERABLY ON 1146 RIGHT. MOUNTING HEIGHT SHALL [3E ESD' ABOVE THE FlNISHEO FLOOR TD THE CE7N1E7RIJNE OF THE SIGN. MOUNTING LOCATION SHALL BE DETERMINED 50 TENT A PERSON MAY APPROACH WT7NIN 3. OF WE STORAGE WITHOUT ENCOUNTERING PROTRUDING 08JEC7S CR STANDING WIT11N THE SWING DF A DOOR. 9. ALL BUILDING ENTRANCES TWAT ARE ACCESSIBLE TO AND USABLE BY PERSONS WITH OISARILIT115 AND AT EVERY MAJOR JUNCTION ALONG OR LEADING TO AN ACCESSIBLE ROUTE OF TRAVEL 5HA41 BE IDENTIFIED WITH A SIGN DISPLAYING THE INTERNATIONAL 5Y0301 OF ACCESSIBILITY MND ADDITIONAL DIRECTIONAL SIGNS, AS REOUIR1. TO BE MIME TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS. ORM EMS \ TOILET PAPER & ��.1 �-. :_ AT ACCESSIBLE ARD SEMI-AMBUTATOEK SANITARY NAPKIN DISPOSAL W a O1 1- ( _ �' � Tr _ - ''" cc Y /'� 1-3/5" INSIDE RADIUS ii ;� ry STALLS EEE PPR7 $y $ ' g��iii n ate O oI$ r° eo V' U �- < -SHAPED V`a i"" _,1... HANDLE .�` Tw # A a METAL SLEEVE &4■ FlaLI�TIQBE -mvv 1 BaCKINO PULE scvv,c� �'D WALL all TI¢� PROiRUOING OBJECTS A OBJECTS PROTEGTNG FROM WALLS BETWEEN 27" OR 80' ABOVE MORE TAN 4' NCO WALKS & OR AISLES, (OBJECTS 414056 ABOVE THE FINISHED FLOOR Mar 51111; PROTRUDING OBJECTS REWIRED CIEM W MANUEVERING SPACE. 8. FREE STANDING OBJECTS MWN1E0 OVERHANG 12" MAX- FROM 27"- H fMORooM F WALKS, HAUS. CORRIDORS, PASSAGEWAYS, CIRCUUTON SPOOLS ,AVE A NOTE IF VERT. CLEARANCE AN ACCESSIBLE ROUTE IS &1', A BARRIER TO WAIN IMPAIRED PERSONS SHALL FRFf-STeurnur: q4 411 WHEREVER SIGNS MOUNTED ON POSTS PO575 OR PYLONS AND THE BOTTOM THE FINISHED FLOOR OR GROUND SHALLBE82 ROUNDED OR EASED AND THE RADIUS OF 0.125•. 0. THE EDGES OF FREE-STANOWG TRAVEL ARE ROUNDED OR MINIMUM RADIUS OF 0.125'. WHOSE LEADING FINISHED FCR. DD HALLS, CORRIDORS, LEADING EDGES PROTRUDE AM' MAY 1401 REDUCE OF M ACCESSIBLE N POSTS 80' ABOVE AISLES MINIMUM OF 80' OF AN AREA REDUCED TO LESS THE BUND OR B6 PROVIDED. OR PYLONS EDGE OF THE SIGN LEVEL THE CORNERS SHALLEHAVE SONS THAT PROTRUDE EASED AND HAVE EDGES ARE NOT PROTRUDE PASSAGEWAY ARE AT OR BELOW AMOUNT.) THE 11001E 011 OR MONS THE FINISHED FLOOR. OR OTHER CLEAR HEADROOM. ADJOINING THAN VISUALLY PROTRUDE FROM 15 Al LEAST A MINIMUM INTO A CORNERS WITH 2Y THE 80' SIGNS PAN A v �I 4-m 3 v RS �� THE 124510E AND OF THE COORS TO DISABLED 5/8" WATER RESISTANT GTP. SECTION BOARD B PLAN UNISEX PAPER PAPER TOWEL SANITARY NAPKIN/TAMPON VALVE 3M TOILE( OUTSIDE COMPARTMENT ACCE5515LE STA15 MUST 136 EQUIPPED WITH A U -SHAPED HANDLE 1MMFDNTFLY BFI (1W 'DHE LATCH THE IATA MUST BE FLIP -OVER STYLE, TOWEL DISPENSER DISPENSER DISPENSER _ OLWRED 500153 OR OTHER IWLOWARE 1401 REOOIR(NG 11GHT GRASPING OR MISTING. DOOR SHALL BE SELF CLOSING. METAL STUD WALL 1. WHEN SIANDMO COMPAR1MENT 00085 ARE USED, W(TF4 A MINIMUM 9' CLEARANCE FOR 1007111315 UNDERNEATH MO A SELF CLOSING DEVICE, CLEARANCE AT THE STRIKE EDGE IS NOT REWIRED. SANITARY FACILITY FIXTURES & ACCESSORIES. 10.114TERIOR SOMME PR0.4060 BY TENANT AND INSTALLED BY GENERA- CONTRACTOR. SIGNAGE CONfNNING THE INTERNATIONAL SYMBOL OF ACCESSEILITY IS LOCATED AT EVERY PRIMARY 1/.PUBUC DORMICE AND AT EVERY MAJOR EXTERIOR JUNCTION ALONG OR LEADING TO AN ACCESSIBLE ROUTE OF TRAVEL I T 2' MIN. • 31' 15' 20'� KNEE AVD M` '( �/ TOE SPACE ACCESSIBLE DOOR HANDLE16 I Sid, , • ADA -16 1 02/23/05 I SCALE: N.T.S. HOT WATER t. ANO PRAM PIPES ACCESSIBLE UNDER LAVATORIES SHALL BE INSULATED OR O7HERYASE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. LANCET MD OPERATING CONTROLS, ELECTRICAL c - 1-1/2' 0.0. ink F m 1 r r'N i In •� a •,., • S• _ STA7N11-1/4' E55 STEEL TUBING TUBING W/ 1/8' 115. X 3' DIA FLANGES lir FASTEN TO 54000 BLOCKING W/ 3 SCREWS AS REQUIRED URINAL LOUNGE 51 RTO K EFLECTIVE PART 00081 W/0 STOPS PREVENT ROLL TOILET PAPER - PLACEMENT USE OF GRAB BAR 64' Lon. HOLDER SHALL NOT e' 2. WATER CLOSET AND URINAL RU5H VALVE CONTROLS AND LNG, OR SHALL BE OPERABLE HANG, SHALL NOT REOUIBE TEXT GRASPING, PINCHING, OR VWISTNG OF NO THOU ABOVE BRANCH CIRCUITS .. I �,•, i-3/6' INSIDE RADIUS ///�� - L B MO MORE 44' THE BOOR. ME WRIST, AND SHALL BE MOUNTED 3. SELF CLOSING FAUCET CONTROL VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. RECEPTACLES M0 CORD CONNECTORS. RECO: AME HEIGHT. WHERE ACCESS FOR PEOPLE 55111 PHYSICAL OSMIUM IS REQUIRED. THE CENIQH OF RECEPTACLE OUTLETS ON BRANCH 041100115 OF 30 AMPERES 011 LESS SEMI 8E INSTALLED• NOT MORE THAN 48' NOR LESS THAN 15' ABOVE THE FLOOR OR WORKING PLATFORM. ACCESSS OF MIRROR 36' WIN. MEIN_ SLEEVE ��■ CLEARANCE 12" WAX. 40' MIN. WOOD BLOCKING ' B_Y1o� WHEN OPEN 4Y acv0111 / MAX.' g m s 1-1/2• RIGID INSULATION Y•" DRINKING FOUNTAINS ACCESSIBILITY AND GROUPING. �- * --� w . ! 36' } HON. r IN. - 1. A SEE APPROACH TO A DIMINO FOUNEAN FS NOT ACCEPTABLE- SALES FACILITIES INSTAI�TON. WHERE ACCESS FOR PEOPLE W7N DISMIUTIES R ftE001Rm, THE CARER OF THE GRIP OF THE OPERATING HANDLE OF CONTROLS OR SWITCHES INTENDED 10 BE USED BY THE OCCUPANT OF THE ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE WTLE15, APPLIANCES, OR COOLING. HEATING AND VENTILATING EOUIPMFN. SHAI1 BE NOT MORE THAN 4B" ABOVE TR BOOR OR WORKING PLATFORM. "• • - 1I ' SZ5 Q y N _ W i F.F r s E� v s ��yy l� x, + .0;2..3 w _ aip >�• R FO 4 ,zA IMII ¢ p 0 m '1 ¢ O " g l I a�'' - • I $ E I� n • ,1 - 5/B' WATER n RE 4514,,8 Gyp, �'I gpyg0 {' •• III A • SECTION i • A GONG TILT PANEL \ _ \ N. HOOK WALL DIMER MONIED DECK TELEPHONE \ ACCESSIBLE MIRROR r & k - lip2 (¢ o o o• o m 1. WHERE SHOPPING THEFT PREVENTION BAARIERS ME UTILIZED THEY SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: FIRE PROTECTIVE SIGNALING SYSTEMS A EACH ENTRANCE MND E%1T PROVIDED FOR PUBLIC USE SHALL 8E ACCESSIBLE TO MO USABLE BY IMATM PATH HEIGHT OF MAN1141 STATIONS JACK 7' IAN.p 16.-18 , CONCRETE TILT WALL • HEIGHTS INDICATED FOR ACCESSORIES 15 TO HIGHEST PMT USED BY PUBLIC. • KEYED ACCESS 011 RELEASES FOR SERVICE ME EXEMPTED ACCESSIBLE HEIGHT REQUIREMENTS. • INSULATE M0/011 PROTECT AGAINST CONTACT FOR LAVATORY AND SINN PIPING OPERABLE ALL EXPOSED FROM $� 9' MA%. '0 2 -in m DoOF SIDE A VIEW FRONT VIEW PERSONS WITH DISABIOTIES. 8. SHOPPING BARRIERS LOCATED AT A PU&1C ENTRANCE OR DM SWILL BE DESIGNED TO PROVIDE A CLEARUNOBSTRUCTED OPENING AT LEAST 32' IN WIDTH FOR INGRESS AND EGRESS OF PERSONS MOH DISOBILHES. C. WHERE A CLEAR UNOBSTRUCIEO OPm1140 IS PROVIDED, A LEVEL AREA 15 REQUIRED N BOTH SIDES CE THE CLEAR OPENING WHICH WELDS A 4UNIMUM OF 44' ON EACH 50E OF THE OPENING ANO IS AT LEAST 48' IN WIDTH. (70.) SHALL D. INTERIOR AND EXTERIOR L FES1RWN TRAFFIC BARRIERS (POSTS. RATS, 32' CLEAR ALLOW UNOBSTRUCTED TRAVEL FOR PEONS MN DK4BIUTIES THOUGH A CCBAR OPENING. 1. 1141 CENTER OF FIRE ALARM MANUAL PULL STATINS SPALL BE LOCATED 46' ABOVE THE LEVEL OF THE FLOOR, WORKING PLATFORM, GROUND SURFACE OR SIDEWALK. 2. WHERE ROAMED, THE 00411R OF RECEPTACLE OUTLETS N BRANCH CIRWFR Of 30 AMPERES 0R LFA ARE INSTALLED NOT LESS TNM! 15' ABOVE THE BOOR OR WORKING PLATFORM, 3, THE CENTER OF THE CRP OF THE OPERABLE HANDLE OF CONTROLS OR SWITCHES INTENDED TO BE USED BY TIE OCCUPANT OF THE ROOM OR AREA TO CONTROL UGHIING AND RECEPTACLE OUTLETS, APPLIANCES. 011 C00PNG, ORATING AND VENTILATING EQUIPMENT, ARE NOT MORE THAN 46' MOVE THE FLOOR OR WORKING PLATFORM. NOTES: ALJ. GRAB BARS A DIAMETER OF GRAN SAR(5) 5 1-1/4' - 1-1/2' 0R SHAPE PROVIDES EOUWALENT GRIPERS SURFACE. 9 CLEARANCE OMB BENS ARE MOUNTEDTAAT 333 -3(5) TMODT WALL '51 11/2'. AND PARALLEL 10 FLOOR. 0 BARS ARE SMOOTH WITH A MINIMUM RADIUS OF 1/5' - E MINIMUM STRUCNRAL STRENGTH OF CRAB BAR(5) WILL SUPPORT 250 L9. POINT LOAD. F GRAB BMS G0 NOT ROTATE WITHIN THEIR 117HG5. 0 SURFACE OF QUAL ADJACENT TO GRAB BM(5) IS FREE OF SHARP OR ABRASIVE ELEMENTS. LATERAL -/SIDE -TRANSFER TOILET STALLS n SIDE CRAB BAR 5 A 415114)11 42' LONG. rNE FRONT END OF THE SIDE CRM 8411 MUSE 0(CEND A MINIMUM OF SC FROM THE BACK WALL) SDE GRAB BM S ATTACHED A MAXIMUM CF 12• FROM THE REAR WAIT J REAR GRAB BAR ISA MINIMUM 36• LONG.Q' N REAR GRAB BAR IS ARACH 4' WTH MINIMUM IT' TO THE 11(60' 51DE OF THE TOILET AND 24- OPPOSITE THE WALL SIDE. REAR GRAB BAR IS ATTACHED 6' MAXIMUM FROM THE SIDE WALL FROM -TRANSFER TOILET STALLS',,, 1 GRAS BARS ARE MOUNTED PARALLEL ON 8091 50E5 OF STALL M SIDE GRAB BMS AREA MINIMUM 42" LONG. N ME FORWARD FNOS OF THE SIDE GRAD BARS ARE LOCATED A MINIMUM OF 54' FROM THE BACK WALL O GRAB PARS BEGIN A MAXIMUM of 1Y FROM ME REM WNL. PROTRUDING OBJECTS 5 ACCESSIBLE MOUNTING HEIGHTS23 WALL MTD. TOILET DETAILS 17 ADA -OS 1 10/12/04 I COM F. N.1.5. ADA -23 1 11/09/06 1 SO4th 1/4'-1'-0' ADA -17 111/09/06 I SCALE 3/8'-t'-0- FULL LENGTH •WN NOTE' HANDICAPPED ACCESSIBLE QPESS(NC 1140 M 36' CTR. ESQ' MIN. ;ill o �" ' {^� Ira ("'7- T ' �'�I I i be IIII4p36' MIN. m t� ., II IF ALCOVE L9 GREATER g NOTE, MOUNTED N.LOWED 5, g -fi+� -+�4` ,-. W WAIT BEHIND 55 46" LOUVERED4.-7" lT MIRROR GARMENT HOOK•..- HOOKS ARE BENCH, MAX. NT. FROM FLOOR. _ 00011 li' X 80' C -"\\3.,,;6. L� • 1\ _ D Y I _ - Y•r a " -, I �' 4-..._ '� I = , - - II � ' - ��PIII 1• � 4 A 1 1. -y I. A 60-x60- CLFM FLOOR SPACE ALLOWING A PERSON INA WHELLEHAR TD ANNE A TES DEGREE TURN G PROVIDED IN THE MESSING ROOM. 2. ODOR(5) 00 NOT SWING IMO 60'x60" CIFAR FLOOR SPPLE. " 3. DRESSING ROOM HAS MINIMUM 24•x48• BENCH FIXED 70 THE OAU. ALONG THE LONGER DIMENSION, 4. BENCH IS MOUNTED BETWEEN 17'-19' ABOVE THE FINISH FLOOR. 5. CLEAR BOOR SPACE IS PROVIDED ALONGSIDE THE BENCH THAT ALLOWS A PERSON USING A WHEELCHAIR TO MME A PARALLEL TRANSFER ONTO THE BENCH. TFIE NWIMUM STRUCNRAL STRENGTH OF [HE BENCH WILL SUPPORT A 260 lH. POINT LOAD. F BE �E�FP�WK, ON WIDE SHE 01 lyj;y�� TOILET. v '� ,, ww, THAN 24 IN DORN I OLA NOTE: AMBULATORY ACCESSIBLE COMPARTMENT TO BE PROVIDED t WHET*. TOTAL OF 51X OR MORE STALLS ME PROWOFD WITHIN A 110111111E ALCOMO0A00N 10661 ROOM a I_ (t. , y 1)' 7\ Il fl WHEELCHAIR ALG551B1E COMPARTMENT Y , 3 FORWARD M 01413, • 1 iii I I 56" MIN. (69" 1 < a _ L__�.�- L__w l..J' ' MIN. AMBULATORY ACCESSIBLE COMPARTMENT 3 xS . ; 16•-18" -pr. MAX. �'O 4• '' ,-6 [Pw FLOOR SPACE BEAN 5145 , I A pt" • PROVIDED), 116 IN. I p1 ' MMO E IME • LEVEL CONTROL BAR BULL BE B• MAX. FROM FROM 600E. • BUBBLER OUTLET STREAM SHALL BE SJEISTARTNLLY PARALLEL TO FROM EDGE. MD 4' MIN. HIGH • THE FORCE REWIRED TO ACTIVATE THE CONTROL SHALL NOT IXCEE() 5 LRF. ^J 1 32' F 1 32' �I� OUTWARD SWINGINGiv DOOR SCHEDULE �'•1 74• Mll/y �0 "'Lq I I .,� "• _ ( - - JAM, 1- FL00R. 'I AMP,! IAS MAN• 60 • •Y�•v-� s¢*i "1 - •� `�, V 7. MIRROR IN DRESSING ROOM (IF I5 MOUNTED W1)4 BOTTOM EDGE NO HIGHER THAN 20' FROu THE FLOOR. , 8. MIRROR IS FULL LENGTH MEASURES AT LEAST IB' WIDE BY 54' HIGH, AND 1S MOUNTED IN A POSHON AFFORDING A VIEW TOA PERSON ON WE BENN A5 WELL A5 TO A PERSON IN A STANDING POSITION. % 9. GARMENT F100K5/0AR5 ME LOG1D A 54X51011 OF 48' FROM THE a p GUIWMO 584501NO MN. I V A .. WIN. I / 1 jI - v & SELF-CLOSING DOOR SELF-CLOSING DOOR ACCESSIBLE DRESSING ROOMS 30 ACCESSIBLE TOILET STALLS 18 TOILET GRAB BARS 12 ACCESSIBLE DRINKING FOUNTAINS 6 ADA -12 TU 1 03/16/05 I SCALE: 3's1'-0• L AOA -06 104/21/05 I SCALE; 1/4_=1'-0' MA -18 105/22/06 I SCALE: 3/B•-1'-0• ADA -DRESS RM 1 06/30/06 1 SCALE: N.T.S. KOHL'S - TUKWILA, WA 17200 SOUTHCENTER PARKWAY TUKWILA, WA 98188 DEVELOPED BY. KOHL'S DEPARTMENT STORES, INC. 1456 Wt7000 RDGEWOOD ()RIVE MENOMONEE FALLS, WI6C0N891 53051 TFL: (2621 703-7000 FAX. (262) 703-7105 11152 bob -gas REVIEWED FOR aDE COMPatac prvnneVillOD FEja -2`097 City Of Tukwila IUILDING DIVISION PiTON[ V .it• E; : sr C4,276.1164 INFORMATION ON 1145 DRAWING TIMES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFLICTING INfORMATIN. NO. DATE BY DESCRIPTION A 12-22-08 Bid Set Hafrar WV rLA JAM 0 a 2907 0 PFItf1�� O CM N N 1 ADA DETAILS AND NOTES SCALE: - SHEET: a PROJECT 3079-]: - ADA Q GRWN BY: - C 07 BT: BLDG. SUBMITTAL: 10/12/06 m W KOHL'S - TUKWILA, WA 17200 SOUT HCENTER PARKWAY TUKWILA• WA 90188 DEVELOPED BY. • KOHL'S DEPARTMENT STORES, INC. N56 W17000 RDGEWOOD DRIVE MENOMONEE FALLS, WISCONSIN 53051 . TEL (262) 703-7000 FAX. (262) 703-7106 11152 HARDSCAPE KEY NOTES O2% CROSS SLOPE MAXIMUM AT SIDEWALK 2U 4' FIBERMESH REINFORCED CONCRETE WALK V/1111 MEDIUM BROOM FINISH, NATURAL GRAY COLOR. VERIFY DESIGN WITH KOHL'S PROJECT MANAGER PRIOR TO POURING CONCRETE. 3 LANDSCAPING AND IRRIGATION BY KOHL'S GENERAL CONTRACTOR. VERIFY LOCATION OF IRRIGATION CONTROLLER W1111 KOHL'S CONSTRUCTION AANWCE4 O NCOMPEAW BROOM RNISH ONLY 0 LOADING DOCK SLAS AND ACTOR 51.42 OPROMO€ CONTROL JOINTS 6' 20'-0" 0.0. MAX 0 COMPACTOR SLAB. 6 FROST -PROOF RUSH MOUNT WALL HYDRANT - 5EE PLUMBING DRAWINGS O CWJN LINK FENCE ON DOCK WALL SEE 34/41.1 /7L, CONCRETE COMPACTOR PAD - CONTROL JOINTS 0 12'-0' O.C. MIN. EACH WAY OTRASH COMPACTORS BY KOHL'S (ALM)LO E DUARD - SFE 26/A1 1 it CONCRETE STOOP SEE DETAILS 31 AND 32/41.1 12 AT -GRADE PUNTER 13 6LDc. UPUGHIS-FUXNRE it 0.0.- SEE ELEc7R10A1 0WGS 1414 BENCH - LADSCAPEFORMS MODEL 'STAY - BACKLESS, NO DMOERS. SURFACE MOUNT - COLOR: FROST. (TFCCI) OPROVIDE 15AND SLEEVING BELOW GRADE FOR PIPING. IRRIGATION LINES ELECTRICAL TO CONNECT PLANER AREAS. TYPICAL 16 PROWOE SLEEVE FOR IRRIGATION LINE FROM CORNER OF 3100, TO PISWEFR - AVOID FROST SLAB IF PRESENT AT DOOR 17 UNDERGROUND DRAW LINE - SEE PLED. & CML DRAWINGS 18 TILT -UP RETANCIN0 WALL - SEE A3 19 RECYCLABLE MATERIALS BINS ® BUILDING GENERAL CONTRACTOR TO PROVIDE PIPE OUTLET m 5'-0' FROM BUILDING DOCK WALL. INVERT TO BE COORDINATED WITH MEP CONSULTANT - REFER TO CML DWGS. FOR CONTINUARON 21 1Y PIPE 0 I% SLOPE MIN. © DOCK FIELD INLET - SEE DETAIL 40/41.1 © SCORED CONCRETE SUB - SEE STRUCTURAL RAGS /z.,CONCRETE TRANSFORMER PAD. COORDINATE SIZE AND LOCATION WITH LOCAL UTILITY COMPANY 25 TRASH RECEPTACIP - LM05CAPEFORMS MODEL 'CHASE PARK' - 36 -GAL SIDE -OPENING STYLE WITH SAND PAN - COLOR: FROST. MCI) 26 TREE PIT 27 RASED PLANTER 28 STAINED CEDAR GATE SEE DETAILS ON SHEET A3.3 A NOTE: 1. KOHL'S CONTRACTOR RESPONSIBLE FOR HARDSCAPE AND LANDSCAPE AT FRONT OF BUILDING. 2. kOHL'S CONTRACTOR RESPONSIBLE FOR PLANTERS AND LANDSCAPE INSIDE PLANTERS ON SIDE OF BUILDING. 3. SITE DEVELOPER'S CONTRACTOR RESPONSIBLE FOR BALANCE OF LANDSCAPING. 4. CONTRACTOR TO SEE PLANNING APPROVED LANDSCAPE PLANS OBTAINABLE FROM THE SITE DEVLELOPER; WIC PROPERTIES. jf4 CONT CONCRETE CURB CONCRETE SIDEWALK SLOPE 6' 3/4' RADIUS 1"P WEEPS 0 6'-D' C.C. PIANRNG AREA wa 12' FREE DRAINING AGGREGATE W/ LESS 04AN 6% 4200 SIEVE COMPACTED FILL PER SOILS REPORT PLANTER CURB DETAIL SDI -26 CW I DB/24/06 I SCALE: 1-1/2-=1.-0" 37 /4 GOVT CONCRETE CURB CONCRETE SIDEWALK SLOPE 8" 3/4" RADIUS PLANTING AREA 12' ' DRNNING AGGREGATE W/ LESS THAN 6% #200 SIEVE COMPACTED RLL PER SOILS REPORT PLANTER CURB ® GATEWAY38 109/21/06 I SCALE: 1 -1/2' -i' -O' SDI -36 CW FLUSH TRANSTIION WARPED AC. PAVING f4 CONT. SLOPE CROCKING -41— / � \ 4 9 \vt / 49//Oez✓i O/pe,V/i. °� .fl �:: FREE -DRAINING AGGREGATE COMPACTED RLL PER SOILS REPORT INTEGRAL CONC. CURB ENTRANCE CURB TRANSITIO 501-27 109/21/06 I SCA E:1-1/2'-1'-0' 439 65'-9 3/4' H EQUAL SPACES = 34'-0' 8 EQUAL SPACES 34'-0' 6'-0" 8 EQUAL SPACES - 34'-0' 8 EQUAL SPACES 98.-11 1/4 6'-0' 6 EQUAL SPACES - 27'-10 t/6- 13'-9' 5'-0' 11'-0 5/8' 24-11 14- 28 23/4' 0 2 r---- -1111_ _..-- COMPACT. -'-� (RECYCLAB SEE PLAN PRECAST CONCRETE CAP w/ NATURAL CONCRETE FINISH (00 NOT PAINT) 4" SURFACE DRAN(S) - INLET 3' MIN. BELOW TOP OF WATERPROOFING - LOCATE PER HARDSCAPE PLA LANDSCAPE ON 24' MIN. TOP SOIL Ass uIEC BUILDING FIN. FIR. 100.00 Aw 4 1 SOLDER COURSE MODULAR FACE BRICK 0/ MORTAR BASE & METAL TIES N ID 8' SMOOTH FACE CMU CCW 'MIRAORI' 861 MEMBRANE ON CCW PRIMER (RUN MEMBRANE UNDER CAP) 1'-B' TPP. 0 0 oONCRETE SIOEWNJ< SLOPE Flout FABRIC FREE -DRAINING AGGREGATE TO BOTTOM OF PIPE - - 4" PERFORATED PLASTIC DRAM PIPE RUNS THE LENGTH OF INE PLANTER (COVER PIPE MTH FILTER SOCK) 6' PVC SLEEVE THRU CMU - CUT FLUSH ROTH SIDES FLUSH TRANSITION BUILDING UNE. PUNTER EDGE OR OBSTRUCTION (AS OCCURS) A.C. PAVING 12 STORM PIPE (NON- PERFORATED PLASTIC) FROM PUNIER DRAIN (CONNECT TO STORM SEWER OR DRAIN TNRU CURB PER PLUMBING DM.) COMPACTED FILL PER SOILS REPORT 0.33% MAX. SLOPE 1:20 MAX. MCA ADJACENT 70 RAMP. CROSS SLOPE NOT TO EXCEED 2%. SLOPE Ar FLARED SIDES 1:10 MAX. FOOTINGS SEE STURCN RAL 1 I III I I. -III Ili—III _lie-rl >"L14i0i� }f OaOJ/ E.J. •1..'.f�i\001 l K g1,`� FREE -DRAINING ` 484... L.4 AGGREGATE a; V4l':\ 'J COMPACTED FILL �, IW `/ SEE SOILS REPORT riin 74\ INTEGRAL \ CONCRETE CURB #4 CONT. SIDEWALK LAYOUT SEE HARDSCAPE PLAN�� n e i a'o ��.••' FAISH BROOM FLUSH TRANSMON CURS FACE TW PAVEMENT OR GURER 1:20 MAX. SLOPE OJ. NOTE: IF 'X' 15 L155 THAN 48' 1149.1 THE SLOPE OF THE DAM SIDES SHALL BE 1:12 CJ:.. C.J. S TWIN 9Y 5111 OEV'LOPER/ E.J. E.J. To 0 CJ. J 6 4 o a ' A 0 4 b -0 8•-0 IL CRS SY KOHL'S C.J. C.J. C.J. C.J EJ C4. C.J. CJ. C.J. 4. SECTION AT RAISED PLANTER 501-21 110/12/05 I SCALE: 1-1/2'-1'-0" 21 CURB RAMP TRANSITION 501-15 1. 06/24/05 I SCALE: 1-1/2"=1'-0" 15 TYPICAL CURB RAMP 501-09 101/03/06 I SCALE' 1/4'-1'-0' 9 3/4' RAD. 6' CONTINUOUS HOT SEAL 0 CURB FACE BY CONTRACTOR #4 CONT. TOOLED CONTROL JOINT -SLOPE FREE -CRANING AGGREGATE COMPACTED FILL PER SOILS REPORT INTEGRAL CONC. CURB IQ4 CUNT. I 4' 51400114 STEEL TROWELED BORDERS MEDIUM BROOM FINISH (PEW) TOOLED JOINTS TW. 1/4" RADIUS, TOOLED CONTROL JOUTT W/ 25% PENETRATION. SEE MENACE 1" PLAN FOR LOCATION SEALANT TO MATCH ADJACENT SURFACE FIBER EXPANSION - 1 � \ I JOINT RAMC% \ . A - TOOLED CONTROL C - VERTICAL JOINT (SAW CUTTING WALL SURFACE NOT ALLOWED) 3/8" Jr FIBER EXPANSION JOINT MATFRW. SPACED 20'-0' 0.C. MAX - SEE SIDEWALK PLAN J' ' S • . ," " ' 3K12' LONG DOWEL 024' 0.C. 6 - EXPANSION JOINT NOT USED �I SCALE: EO 28 INTEGRAL CURB DETAIL S01-21 08/24/06 SCALE: 1-1/2'-1'-0" 0 22 PICTURE FRAME DETAIL W1-16 105/17/06 I SCALE: N.T.S. J— I 16 JOINTS AT SIDEWALK SDI -10 105/17/061 SCALE: 10 ,311 C' Of fioivtsION \AIDING ✓ E0. 5 co W AY CJ G. WL 1 L p Lir• _ 3 .P — @ -IFI 1 LII CJ. 461101 4DAII'W u I Asia y . 0 TW. L 1 LrI 4q 2 EQ. SPACES .-0' -13'-O' SI/E WA.K BY J INS/DE F E O CURB WvELOPER J 70 SUILOI BY KOHL'S '-0 '-0'�'- 4 EQUAL SPACES - 27-2" Y 5 1/2' S -61P2• E0. E0.6�J 9 3/4' B. -3 7/2'6'-p• ''-9 3/ • / /' E / Jr -- / '-0 6'-D' 8'-5 3/4 or 40'-0• 6'-6• * / 5.-8 1/4' AREA OF ZERO CURB DUE TO WARPED ASPHALT /5'-6 X/4' 47-3 1/2' 6 EQUAL SPACES - 47'-3 1/2' 3'-6 1 '2' 3'-6 1 '2• EO- EQ. A 6'-9 S/4'/g-o' -3 1/2 S• -p• 6'-9 3�• J / DEO.D EO.), • 40-0. • 6'-B' / / 5-8 1/4' AREA OF ZERO CURB DUE TO WARPED ASPHALT 5-B 49;-4-5/4'_5 3/4'6' -p•/' -p 5 EQUAL SPACES - 41'-8- 6' SOT 0 HARDSCAPE AND LOADING DOCK PLAN SCALE: 3/32'-7-0' 6 NONE f,£ 414:146.I14O 4 4.216,1164 Cl INFORMATION ON TINS DRAWING TAKES PRECEDENCE OVER THE SPECFICARONS MANUAL IF THE DOCUMENTS HAVE CONFLICTING INFORMATION. >>>>> >>>>>0 DATE BY DESCRIPTION 12-22-06 JMS REVISED PER PLAN REVIEW COMMENTS 12-22-06 Bk 541 r 311. 4?1 �LA FERivilfGENTEFi HARDSCAPE AND LOADING DOCK PLANS AND DETAILS SCALE: 3/32'•=1 -0" PROJECT j: 3079-17152 DRWN BY: - CHID BY: - BLDG. SUBMITTAL: 10/12/06 SHEET: 0 1 BID SET 12/22/06 DUPLEX RECEPTACLE FOR REMOVEABLE TOWEL DISPENSER - NOTE: ALL ACCESSORY ITEMS TFGCI (TENANT FURNISHED, GENERAL CONTRACTOR INSTALLED) UNLESS NOTED OTHERWISE. OPAPER STAINLESS STEEL RECESSED TOWEL DISPENSER CABINET - "BRADLEY" MODEL 92479-PS200308 WITH SENSOR OPERATED TOWEL DISPENSER SAN JAMAR OCEANS SERIES MODEL #T1300TBK WITH SMART SYSTEM AC ADAPTER XT50. SEE RESTROOM NOTE 3. OSURFACE MOUNTED TOILET TISSUE DISPENSER - SCA MODEL 55T - DISPENSER SHALL ALLOW CONTINUOUS PAPER FLOW a F '� ~ �' ^oLL r• STEEL SURFACE MOUNTED SANITARY NAPKIN DISPOSAL - "BRADLEY' MODEL #4781-15 " LJ LJ ELECTRICAL OUTLET - SEE 37/A1.3 2._1- 5'-8 1/4" 2'-3•= OGRAB BAR 1-1/4" DLAMLILl SATIN FINISH - 'BRADLEY" MODELS #8320-001-35, #8320-001-42 AND #8320-001-18 AS SHOWN 5 WOMEN'S & UNISEX ROOM MIRROR (26"Wx46"H) (Dr MEN'S ROOM MIRROR (60"Wx48"H) F3 WOMEN'S ROOM MAKEUP MIRROR (48"Wx39"H) 0 FULL -HEIGHT RESTROOM MIRROR (30•Wx72"H) O TOILET PARTRIONS AND HARDWARE PACKAGE ;fi3 ROOM COUNTERTOP AND BACKSPLASH - AVONFTE AUTUMN WHEAT (K3-7725 SAT N) OSTAINLESS I OTRASH I CHILD -SIZE CHILD PROTECTION SEAT - "KOALA" MODEL $KB102-00 CREAM M1 ,,, >fi M2 STAINLESS STEEL RECESSED BABY CHANCING STATION - VERT. "KOALA" MODEL # KB111-SSRE EQ, 2'-6 1/4" co. EQ, 2' 6 /4" EQ. 1 -" Q TOILET ® SURFACE MOUNTED TOILET TISSUE DISPENSER - SCA MODEL 66TR TOWEL DISPENSERSTUD FACE DF STUD FACE OF STUD / + FACE OF 16" WIDE X 1/2 TILE HIGH PORCELAIN OLE BASE -• FABBRICA MARMI E GRANM, DANT REALE BY INTERNATIONAL STONE DESIGN. POUSHED FINISH - 1/16" GROUT JOINTS. GROUT: MAPS 'CHAMOIS" 05, UNSANDED. O16"x16" PORCELAIN TILE - FABERICA MARMI E GRANIII. DAINO REALE BY INTERNATIONAL STONE DESIGN. HONED FINISH - STRAIGHT SQUARE PATTERN - 1/16" GROUT JOINTS. GROUT: MAPS "CHAMOIS" D5, NONSANDED. 1 PREFlNISHED 2-1/2"x3/4" HARDWOOD MOULDING TRIM BOARD - "ESPRESSO" (TFGCI) PORCELAIN TILE - FABBRICA MARMI E GRANITI, DAINO REALE BY INTERNATIONAL STONE DESIGN. PDUSHED FINISH = 1/16" GROUT JOINTS. GROUT: MAPS "CHAMOIS" 05, NONSANDED. <:-.!> 1-x1" GLASS TILE - WINDWARD BLUE SATIN GLMS-30 BY INTERNATIONAL STONE DESIGN - 1/16" GROUT JOINTS. MASTIC: WHITE, GROUT: MAPEI WARM GRAY 93, NONSANDED. NOTE: FINISH ITEMS SHOWN BELOW ARE GCFGCI (GENERAL CONTRACTOR FIJRNISHED, GENERAL CONTRACTOR INSTALLED) OICI PAINT - SEE EL4 PAINT LEGEND -R" - SFT II4 FOR ADDITIONAL FINISH INFORMATION INCLUDING SPECIFICATIONS TT 4"x36" MARBLE DOOR THRESHOLD - "BOTTICINO CLASSIC" 1 VINYL WALL COVERING - SEE EL4 WALL COVERING LEGEND "WC -8" - SEE EL4 FOR ADDITIONAL FINISH INFORMATION INCLUDING SPECIFICATIONS CABINET RESTROOM NOTES 1. GENERAL CONTRACTOR TO FURNISH AND INSTALL FIRE RETARDANT TREATED WOOD BLOCKING AS REQUIRED AT ALL CABINETS, TOILET FIXTURES, TOILET PARTITIONS, TOILET ACCESSORIES, SHELVING, COAT 5005, HANDRAILS, POOR STOPS, CORNER GUARDS, WALL GUARDS INC AT THE TOP AND BOTTOM OF ALL MIRRORS. 2. ALL MIRRORS TO BE MOUNTED WITH TOP OF FRAME AT 6'-11" AFF. REFER TO DETAIL 23/ADA FOR ACCESSIBLE MIRROR REQ'S. 3. MOUNT TOP OF TOWEL DISPENSER CABINET AT 5'-2 1/2" TYP. - PROVIDE 1" CLEAR BETWEEN BOTTOM EDGE OF CABINET FLANGE AND TOP OF TRASH RECEPTACLE •K" 4. SEE FDN SHEET FOR ADDITIONAL TILE NOTES AND SPECIFICATIONS. 5. SEE RC1 SHEET FOR CEILING NOTES AND SPECIFICATIONS. 6. CAULK ALL TLE JOINTS AT INSIDE CORNERS 7. GLASS OLE AND PORCELAIN TLE TO RUN CONT BEHIND MIRRORS 8. MOUNT TOP OF TOWEL DISPENSER CABINET AT 5'-4" TYP. HORIZONTAL MOUNT 2x LEDGER -- -- TOWEL DISPENSER - MOUNT IMMEDIATELY BELOW OPENING � 0 N • 1 \ // 1.X _ _ _ _ YY Y T. ..1 k-X�✓V)( XTP1 r ��,. [ -U T C lowilopAktope I A I ! I tib o . I �I o , o ' :+,,,:.,,,,,,,,, , <: :t•�:?t%.w�:�t«tet«# - „�..„,....w.,»�,•.,,, ...a :'"- ' I I I r--- y I 1 •rr . Q r .......diiii O:,. ril AMY ..'.....A .. ,' . 1 I f ( I P' /_Am. 60- _ W---- ' 56-�yi �• '� -J pit 1 V - b T '� [ I . 1 °; --_ J J U EDGE OF LIGHT �.- II _ .•'; %' �� . ��, �' r ra L J ; +r23C F.D. `r. i RECEPTACLE TOWEL DISPENSER CABINET , 1 /\ 0.�. o ak - m ::I#'� METAL STUDS AliCOVE ABOVE ® %`ggz;,.• i. w c. 6Q i VR. "`I, , 30"x48" D CLEAR L 6A 30" L CLEAR x 48" ell_ 6� I ii • 1 I x A ` �� 23B 23D "xx r i O Q" 30" c O x 48" EA: URINAL TOILET TOILET PAPER & SAN TARP NAPKIN DISPOSAL 5 8" CEMENT ROARS. /ViV ar THINSET MORTAR PORCELAIN TILE-f`EF FULL TILES AT FACEOF - POLISHED EDGES AT P !a~tw.• NJITY� �. TILE FINISH .... CEMENT BOARD STUDS �' ..mm „`rc- 11 MEN'S `` MI METAL �( f ` � s f R M 6FCO 6E Q Ft` �, UN� RES OM04 SIDES 2'F 5-6 1/4" CLEAR 2'-3" NOTE: SEE 23/ADA FOR ACCESSIBLE MOUNTING HEIGHTS FACE OF FINISH FACE F OF FINISH FACE OF FINISH Hmmmmmm-'.:rc'mm'.rc'~".•::".•.•rc•' -_ - ,,,/ _ 1' O r 1 KG O I ----4-"1M1 I j 1b5 1 TOWEL DISPENSER OUTLET 37 MOUNTING HEIGHTS 31 PILASTER FRAMING 19 r0 .4 wwwwwqrs,virm 55 = 0 �` / 41, F.D. 30" L8" "' 104/05/06 1 SCALE: 1"=1'-0• A13-31 102/03/05 I SCALE: 1/4•=1'-0"A13-19 A13-37 103/31/06 I SCALE: 1"=1'-0" #`'> i START FLOOR AND WALL T 3'-Q; •2'-r 6"• TILE AT TH LOCATION Lgi 9" I METAL STUDS CEMENT BOARD WALL FINISH �5/8• GYP. BOARD G.C. TO EASE AND POLISH ALL D<POSED TILE E0GE5 1I` f% "€ >' #H - 0111' �_ 111 v o �, w 1--1 H.C. I - N'• G ' 6A 6D 68 8C S um TILE FINISH 1' F.T. PLYWOOD LEDGER CONT SEALANT JOINT - SPOON FINISH SPOON a w; 1•�--a , Ir AROUND PERIMETER OF �_.�^,^_� p a � - G.C. TO EASE AND POLISH ALL EXPOSED v - N I , I i L"1 - 1 ___ ' I L. 1 Ir 111 11 MAKEUP COUNTER INCLUDING 510E WALLS SCREWED TO METAL TAG SCREWS ®6" O,C. AROUND PERIMETER EXTENT OF PLYWOOD MAKEUP COUNTER (TFCCI) STUDSL #H a ' �J1T1iiXI , Xr',,W,A MI M am, •.•.•.i,• ��1�yr.urr.rrr.r......r.r.......r...rr ***� iGrsrtrrr rrrrrrr, -_ _ _ X 1 #"# r`•#' --3,-D•♦ r , , , , r [ r , , r r r r [ • • [ (, TILE EDGES PORCELAIN TILE THINSET MORTAR • 1 PORCELAIN TILE THINSET MORTAR 5/8" CEMENT BOARD METAL STUDS .•^ I 3'_6^ 3,-D- I 3,-O" 3-0" #}f";�A V-eYItil nth r r. :`E� ti © /Ii sI I I e - . /I -- I -- A /!! e - e 5E tj 7. 50CO 5F I� I! ySTART i ■■ Z1 5/8" CEMENT BOARD METAL STUDS ... .. .. Q FLOOR • , . 111 AT F7 „ 1111..., �' v � i' i. O I - -- ...• I e THIS LOCATIONI: • f;x II 3'-1 EQ. EQ. \ E0. \ EQ.•Y�"�fiF•�f�i�r tf"i1i• #.: \�I� 11.+ ,1 I� ,� 3'_0' MIN. ' .11..11 ......................... .I • NOT USED 38 MAKEUP COUNTER MOUNTING DETAIL 32 TILE -GYP. BD. TRANSITION 28 TILE -TILE CORNER 20 I. a 4H 4J • 1• A13-28 111/09/06 I SCALE: 6"=1'-0" A13-20 I 11/09/05 I SCALE: 6"=1'-0" A13-32 i 05/17/05 1 SCALE:1-1/2"=1'-0" I I SCALE: `� i ,J i '` WOMEN$ 4A 411 4C 3k D.F. 5/6" WOOD GYP. BOARD BLOCKINGCI ✓ J"' FLUORESCENT LIGHT` FIXTURE - SEE ELEC. m • ' 60" RESTROOM -48'Aglik 1 11331 � 4K r ' Nr CPT 35.- CLEAR x • , ' 5/8" GYP. BOARD METAL STUDS 7 METAL STUDS gj'": -• �r . 1 ® x I • - O.F. ■ WOOD BLOCKING \ ♦` / i 0 0 0 ````•``'-- i, 0�rr+'x' �0.� O 30" x 48" CLEAR , .......... I ,• L{) 5/8" GYP. BOARD far :€ • F ' O O h O W O A, I I ` 3 I O 4 USG COMPASSO- 11 1111 METAL STUDS ,......... - .... , . • D.F. -, I I�r- I mm ACOUSTIC TILE TRIM�..��... lr-©SEE RESTROOM ELEVS.r-1: f<.. _.L+1 : limmiinwp !� ww.444v!!�'l�mo �"S' rmem�! _ �-e Nte4W4 T = 2Z�� W64104'l 0 few - Mi. ��/ .. __� .I � THINSET MORTAR 5/8• CEMENT BOARD EDGE OF PILASTER ACOUSTIC TILE CEILING N r EQ. 2'-6 1/4` E0, 2'-6 1/4" _ • N BEYOND 10- SEE PLAN V,F£ / ' NOT USED39 WALL MOULDING 33 WALL MOULDING AT TILE 29 LIGHTING COVE 21 ENLARGED RESTROOM PLANS --'• I 12/15/05 I SCALE: 1/2"= 1'-0• I " L A13-21 04/14/06 SCALE:1-1/2"=1'-0" A13--29 I 02/09/06 I SCALE: 3"=1'-0" A13-33 1 03/08/06 I SCALE; 3'=1'-0- 1 I SCALE: ®_ -] 11 d [ I__-- __I_-- I_. 7 1 1 L ----i 1 1 C: =:::7 I C- 7 1 1 E 4 _ RECESSED LIGHT WOOD RECESSED LIGHT 2X F.R. WOOD mut„ :fYp '. COVE BEYOND. TYP. A7 3 v BLOCKING, TIP NO COVE BEYOND, TYP. 11`11 BLOCKING, OCKING TYP E 0 m ...._ __.__..__. .. _ - ..____,_. ..� , _..._ I ..__._ ... ___, __.....' �- .1111 ,TYP. .... � @ .. ..CC r Q D TYP F3 .1111 - .. _.. ... ___. P ... �\ V`► _ I F4 ... O = - • F, - Fi = A Ft -: Lo N1 F1 - !) N •I LLS \ 0 \... �a ,I�r +�. IMF - __ O - - - = _. 1J- �! - C , 1 I ^ E3 __ _ - g-2" N m.. .. .yII` r `r -� )• ��IL - •, 2'-5" B ----' ---1►' ry1 L.. 1, .i_: __ , _�-. 1 i1I.E 1 1 ` 1 .. / X11 l • ° - - , a i - . [ ..: _ .. 1 I 1 _ _ - K ,�I - �i 1;:t.1 tirri� °j- 1 r } _Yimm@m!::2C.I•r' ImmP. MEN Minii :.... m_ 4 WHOLE TILES 9" E0. EQ. E0. i EQ. EQ. 00. TYP. TYP. -• TYP. Ct TYP. WALL TILE ELEVATION A ELEVATION B ELEVATION C ELEVATION H ELEVATION J Q 2 ELEVATION K WOMEN'S RESTROOM ELEVATIONS 4 I I SCALE: 3/8"=1'-0" ® r 1% VW ® ! r' (�' , E _ I�► \ 0 0 RECESSED 2X F.R. WOOD XI 0 .- __ 1 - -___ _ .. 1 TYP. �� ° FO + 0 1 1 LIGHT COVE BEYOND, TYP. - ... BLOCKING, TYP. - v -T,. Mr TYP. + �'�`� �� oePJ�1�(V-� F c g r't��y0 .. - -- -.. .. }_. _... \ \- IJ\ gTYP. 75" 12" rr1k o 1 B B T B .. el FE� 7.or I M1 I _ ��- ---� is 3 LJ CY�' , •� ww / I 0 ��5, aIld Co I '''T' k ! in ELEVATION D ELEVATION E ELEVATION F ELEVATI CO + i� I`"�-• - \ \ \ EQ. EQ. E0, EQ. I 00. E0. - I, EQ. EQ. ELEVATION A ELEVATION B ELEVATION C ELEVATION D NOT USED 41 UNISEX RESTROOM ELEVATIONS 23 WOMEN'S RESTROOM ENTRY ELEVATIONS 5 1 1 SCALE: 3/8"=1'-0" I 1 SCALE; 3/8-.1'-0" I I SCALE: C 1 ] IC - 71 f 1C TC 7 I 1 1 .1 1 Ilk .]C .. _ 28 f FR. 2X WOOD P RECESSED LIGHT P FR. 2X WOOD '3'3 P P P A1.3 BLOCKING, TYP, 1 7YP COVE BEYOND, TYP , BLOCKING, TYP. A1.3 1 P. 1 P-•- Co 0 >� T:� • I .. _L .J [ �! ' ._.-.. -... TYP. Ili A1.3 4 NHDLE TILES • y_ 2 _20 CA 1 I/f rll F2 ' M F2 -:.-.. - -� i 1 ‹.. f O .1C TYP. .m - - --- �'� IN .111 0 r � 1 r II _ II _ 1J .,. r. .. Lr 1 � 1 T 7 B 1 \l' I ❑ 0. 8 OliVAlk O �1 L ' 4::. -I - - _y_ - _ ,.,.,1_‘.,_T--` I I I I i r. 1 r l 1 i T 7 r. i I f i ► EYQ.. ♦ B / / \i PQ. 00. 9" 4 WHOLE TILES f `EQ.. i ELEVATION A -t ELEVATION B ELEVATION C ELEVATION D ELEVATION E ELEVATION F MEN'S RESTROOM ELEVATIONS 6 I I SCALE: 3/8"=1'-0" KOHL'S - TUKWILA, WA 17200 SOUTHCENTER PARKWAY TUKWILA, WA 98188 DEVELOPED BY• KOHL'S DEPARTMENT STORES, INC. N58 W17000 RIDGEWOOD DRIVE MENOMONEE FALLS, WISCONSIN 53051 TEL. (262) 703-7000 FAX. (262) 703-7105 11152 RESTROOM ACCESSORY LEGEN NOTE: ALL ACCESSORY ITEMS TFGCI (TENANT FURNISHED, GENERAL CONTRACTOR INSTALLED) UNLESS NOTED OTHERWISE. OPAPER STAINLESS STEEL RECESSED TOWEL DISPENSER CABINET - "BRADLEY" MODEL 92479-PS200308 WITH SENSOR OPERATED TOWEL DISPENSER SAN JAMAR OCEANS SERIES MODEL #T1300TBK WITH SMART SYSTEM AC ADAPTER XT50. SEE RESTROOM NOTE 3. OSURFACE MOUNTED TOILET TISSUE DISPENSER - SCA MODEL 55T - DISPENSER SHALL ALLOW CONTINUOUS PAPER FLOW OSTAINLESS STEEL SURFACE MOUNTED SANITARY NAPKIN DISPOSAL - "BRADLEY' MODEL #4781-15 O MANUAL SOAP DISPENSER "00.10" MODEL #8500-01 OGRAB BAR 1-1/4" DLAMLILl SATIN FINISH - 'BRADLEY" MODELS #8320-001-35, #8320-001-42 AND #8320-001-18 AS SHOWN 5 WOMEN'S & UNISEX ROOM MIRROR (26"Wx46"H) (Dr MEN'S ROOM MIRROR (60"Wx48"H) F3 WOMEN'S ROOM MAKEUP MIRROR (48"Wx39"H) 0 FULL -HEIGHT RESTROOM MIRROR (30•Wx72"H) O TOILET PARTRIONS AND HARDWARE PACKAGE OTOILET H ROOM COUNTERTOP AND BACKSPLASH - AVONFTE AUTUMN WHEAT (K3-7725 SAT N) OSTAINLESS STEEL SURFACE -MOUNT ACCESSIBLE NAPKIN/TAMPON DISPENSER "BOBRICK" MODEL 6-2800 OTRASH CAN ENCLOSURE © CHILD PROTECTION SEAT - "KOALA" MODEL $KB102-00 CREAM M1 STAINLESS STEEL RECESSED BABY CHANCING STATION - HORIZ. -KOALA" MODEL 4) KB110-SSRE M2 STAINLESS STEEL RECESSED BABY CHANCING STATION - VERT. "KOALA" MODEL # KB111-SSRE ON.I.C. N - BENCH (TENANT FURNISHED, FIXTURE CONTRACTOR INSTALLED) O PRE -MOUNTED LAVATORY ON COUNTERTOP O"BRADLEY" P STAINLESS STEEL RECESSED TOWEL CABINET/WASTE RECEPTICLE MODEL #2271 WITH SENSOR OPERATED PAPER TOWEL DISPENSER SAN JAMAR OCEANS SERIES MODEL (1T1300T6K WITH SMART SYSTEM AC ADAPTER XTSD. SEE RESTROOM NOTE #9 ® SURFACE MOUNTED TOILET TISSUE DISPENSER - SCA MODEL 66TR RESTROOM FINISH LEGEND NOTE: FINISH ITEMS SHOWN BELOW ARE TFCCI (TENANT FURNISHED, GENERAL CONTRACTOR INSTALLED) /� / B \ , � 16" WIDE X 1/2 TILE HIGH PORCELAIN OLE BASE -• FABBRICA MARMI E GRANM, DANT REALE BY INTERNATIONAL STONE DESIGN. POUSHED FINISH - 1/16" GROUT JOINTS. GROUT: MAPS 'CHAMOIS" 05, UNSANDED. O16"x16" PORCELAIN TILE - FABERICA MARMI E GRANIII. DAINO REALE BY INTERNATIONAL STONE DESIGN. HONED FINISH - STRAIGHT SQUARE PATTERN - 1/16" GROUT JOINTS. GROUT: MAPS "CHAMOIS" D5, NONSANDED. 1 PREFlNISHED 2-1/2"x3/4" HARDWOOD MOULDING TRIM BOARD - "ESPRESSO" (TFGCI) ///>16"x16" PORCELAIN TILE - FABBRICA MARMI E GRANITI, DAINO REALE BY INTERNATIONAL STONE DESIGN. PDUSHED FINISH = 1/16" GROUT JOINTS. GROUT: MAPS "CHAMOIS" 05, NONSANDED. <:-.!> 1-x1" GLASS TILE - WINDWARD BLUE SATIN GLMS-30 BY INTERNATIONAL STONE DESIGN - 1/16" GROUT JOINTS. MASTIC: WHITE, GROUT: MAPEI WARM GRAY 93, NONSANDED. NOTE: FINISH ITEMS SHOWN BELOW ARE GCFGCI (GENERAL CONTRACTOR FIJRNISHED, GENERAL CONTRACTOR INSTALLED) OICI PAINT - SEE EL4 PAINT LEGEND -R" - SFT II4 FOR ADDITIONAL FINISH INFORMATION INCLUDING SPECIFICATIONS TT 4"x36" MARBLE DOOR THRESHOLD - "BOTTICINO CLASSIC" 1 VINYL WALL COVERING - SEE EL4 WALL COVERING LEGEND "WC -8" - SEE EL4 FOR ADDITIONAL FINISH INFORMATION INCLUDING SPECIFICATIONS 1C RESTROOM NOTES 1. GENERAL CONTRACTOR TO FURNISH AND INSTALL FIRE RETARDANT TREATED WOOD BLOCKING AS REQUIRED AT ALL CABINETS, TOILET FIXTURES, TOILET PARTITIONS, TOILET ACCESSORIES, SHELVING, COAT 5005, HANDRAILS, POOR STOPS, CORNER GUARDS, WALL GUARDS INC AT THE TOP AND BOTTOM OF ALL MIRRORS. 2. ALL MIRRORS TO BE MOUNTED WITH TOP OF FRAME AT 6'-11" AFF. REFER TO DETAIL 23/ADA FOR ACCESSIBLE MIRROR REQ'S. 3. MOUNT TOP OF TOWEL DISPENSER CABINET AT 5'-2 1/2" TYP. - PROVIDE 1" CLEAR BETWEEN BOTTOM EDGE OF CABINET FLANGE AND TOP OF TRASH RECEPTACLE •K" 4. SEE FDN SHEET FOR ADDITIONAL TILE NOTES AND SPECIFICATIONS. 5. SEE RC1 SHEET FOR CEILING NOTES AND SPECIFICATIONS. 6. CAULK ALL TLE JOINTS AT INSIDE CORNERS 7. GLASS OLE AND PORCELAIN TLE TO RUN CONT BEHIND MIRRORS 8. MOUNT TOP OF TOWEL DISPENSER CABINET AT 5'-4" TYP. H..216.170 INFORMATION ON THIS DRAWING TAKES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFLICTING INFORMATION. NO. DATE BY DESCRIPTION A 12-22-06 Bid Set A/ \ \ISEe.�®vED CITE fl Tl JK N LiA JAN 0 9 ?nn? PPRIVIITrafFER A co A o N ENLARGED RESTROOM PLAN, ELEVATIONS & DETAILS SCALE: PROJECT #: 3079-11152 DRWN BY: - CHKD BY: BLDG. SUBMITTAL` 10/12/06 SHEET: F" .. I..q.,;, lata#E< Ansow T)i) ISa an;aaa 55 KOHL'S - TUKWILA, WA 17200 SOUTHCENTER PARKWAY TUKWILA, WA 98188 DEVELOPED BY. KOF6.'S DEPARTMENT STORES, INC. N56 W17000 RIDGEWOOD DRIVE MENOMONEE FALLS. WISCONSIN 53051 TEL. (282) 703-7000 FAX. 12621 703-7105 11152 HARDWARE LEGEND NBSCT ODOTR7-C7I-N444ORE 4N0MF CYLI(NITNEDTC1HE --772DMR PULL) O INSIDE AUTOMATIC SLIDING DOOR WITH 1" HOLLOW METAL ROOF ❑ NOT USED CLEAR LAMINATED ACCESS STOREROOM LOCKSET 935-7D15D W/ 625 FINISH W/ BEST 1CCOBP PLASTIC CORE H BEST ENTRANCE LOCKSET 934-7AB150 W/ 626 FINISH W/ BEST 1CCOBP PLASTIC CORE CI HOLLOW GLASS \ DOOR L1 PUSH PAD W/ US32D FINISH a PULL HANDLE W/ US32D FINISH M BEST TUBULAR DEADSOLT 63T -7K-55 W/ 626 FINISH W/ BEST 1CCO3P PLASTIC CORE ❑N OBSERVATION DEVICE - NE5 VIEW PEEPHOLE 698 E NES SURFACE BOLT 69-453-8-1-U526D METAL •s. LOCK ELECTRONIC LOCKSET T2 TRILOGY DL2700IC 265 W/ BEST 1CCOBP PLASTIC CORE ❑T BEST 10601.AR DEADBOLT 83T -7L -55 -CS W/ 626 FINISH W/ BEST 1CCOBP PLASTIC CORE PROTECTIVE STAINLESS STEEL PLATE W/ US32D FINISH MOUNT PROTECTIVE PLATE ON PUSH SIDE OF DOOR aPROTECTIVE STAINLESS STEEL PLATES 11// U5320 FINISH MOUNT PROTECTIVE PLATE ON PULL SIDE OF DOOR • IDENTIFY PROJECT AS KOHL'S TO HARDWARE SUPPLIER TO INSURE PROPER COORDINATION WITH BEST. • ALL EXTERIOR HARDWARE TO BE ORDERED WITH BEST RIM CYLINDERS AND CONSTRUCTION CORES. ALL INTERIOR HARDWARE TO BE ORDERED WITH BEST RIM CYLINDERS AND BEST PLASTIC CORES. + TEST ALL EXTERIOR PANIC HARDWARE LOCKS WITH BEST COMPATIBLE CORE AND OPERATING KEY PRIOR TO TURNOVER. • PROVIDE CASE HARDENED CFWN FOR PADLOCK OK AT SPRINKLER RISER. • PROVIDE PADLOCK ❑K AT EACH COMPACTOR POWER DISCONNECT. * SEE FIRE NOTES ON T1 AND Al FOR KNOX BOX INFORMATION. • ALL LOCKSETS AND LOCKS ARE TO BE PROVIDED AS SPECIFIED. NO SUBSTITUTIONS. • INSTALL REGULAR- OR HEAVY-DUTY CLOSER BASED ON CRITERIA IN SPECIFICATIONS. CLOSERS MARKED "CUSH" SHALL HAVE AN INTEGRAL CUSHION STOP. • AT COMPACTOR DOORS, INSTALL DEADBOLT AT VERTICAL MIDPOINT OF COMPACTOR DOOR EDGE. INSTALL PULL HANDLE BELOW DEADBOLT (VERTICALLY). INSTALL SLIDEBOLT DIRECTLY UNDER HANDLE (HORIZONTALLY). LOWERS IF SOLID CORE WOOD DOOR HOLLOW METAL DOOR METAL ...._ INSULATED PANEL COMPACTOR DOOR \ �. SOLID CORE WOOD O j" -j 0 R:STAOEM DOOR SOUD CORE WOOD APPLICABLE - (BIRCH) -- - SECTIONAL DOOR, ✓ DOOR FOR HEIG ABOVE ROOF JOIE. FINISH ‘411DOOR SEE DOOR SCHEDULE -1 PAINT GRAD 4�JE _ _ I"., / (OAK) PRE- METAL WOOD IMPACT CORE DOORS - (MAPLE) PRE- FINISHED FINISHED —\-_,,,,,/FINISHED a s ti ©© 0 0© o 0 0 NOTE DRESSING ROOM STALL FRAMES, DOORS, TRIM AND HARDWARE ARE TENANT FURNISHED, GENERAL CONTRACTOR INSTALLED (TFGCI) - SEE SHEET D53. NOTE ALL WOOD DOORS (A, F, J, K) TFGCI. NOT USED 37 NOT USED 31 NOT USED 25 NOT USED 19 DOOR TYPES 1 I I SCALE: I I SCALE: SCALE: I I SCALE: A2-01 111/09/06 I SCALE: 1/4"=1'-0" 2"3' -0.2 - )11. IC CONCRETE PANEL LXTERIORI HOLLOW METAL CHAMFER TIP. - SOLD GROUT DOOR (PER SCHEDULE) FRAME a 2" 4'-0` 2 2"• VARIES 2" 2, VARIES 1 2' 2�� -j VARIES 2" 6'_4^ a SEE SCHEDULE " " -n ,c4 - - w 9 • ° e ° "•''. I O I O n N m FLR. LINElililliMililill rn` LJ C7 2 �SwQN > ry uj z cSOd' ml ATI .,., JgqI�I�III WOOD BLOCKING WI F1 EXTERIOR ` F© F3 F4 F5 FB F7 FS INTERIOR EXTERIOR NOT USED EXTERIOR EXTERIOR INTERIOR NOT USED GYP. BD. 0/ VAPOR BARRIER & RIGID 12- INSUL NOTE: DRESSING ROOM STALL FRAMES, DOORS, TRIM AND HARDWARE ARE TENANT FURNISHED, GENERAL CONTRACTOR INSTALLED (TFGCI) - SEE SHEET 053. - 4 -SIDED 4 -SIDED FRAME FRAME 12" PLYWOOD SKIRT - WRAP INTO OPENING 4 SIDES IINTERIORI COMPACTOR DOOR JAMB 38 NOT USED 32 NOT USED 26 NOT USED 20 HOLLOW METAL FRAME TYPES 2 I I SCALE I I SCALE: A2-38 TU CW 106/04/05 I SCALE 3"=1'-0" I I SCALE: A2-02 110/12/06 I SCALE 1/4"=1'-0` N •- LI: f;; ` / � V ° , " , 4 . CONCRETE PANELWAHIr DOORS HARDWARE PACKAGE SOME HARDWARE BY DOOR MFR. DOOR NO. ROOM NAME DOOR FRAME FRE DOOR NOTES EC: N LOCKSET OR LOCK o OSH/PULL w 5 N STOP KICK PLATE WEATHERSTRIP a a o S HARDWARE DWARE IN THIS COLUMN PART OF HARDWARE PACKAGE (TFGCI) TYPE QTY. WCI'H 16FYTT T}9GQFB9d1AT6iAL F'easlT ELEV. W1.1.. FIRM IV -AD DEYAL MEI DUAL \ N '3 ' Y W SALES AREA B 2 3'-0" T -O- 1 3/4" HM PAINT F3 HM PAINT 35 34 - 0000 x a X X SIDES X X NO EXTERIOR ENTRANCE HARDWARE I•: SALES AREA 5 2 3'-0" 7-0- 1 3/4" HM PAINT F3 HM PAINT 35 A2 34 A2 - O©©® % F F X X ALL SIDES X X NO EJCTERIOR ENTRANCE HARDWARE 4 CHAMFER TYP. METAL DRIP v+> SALES AREA 8 2 3'-0" 7'-0" 1 3/4" HM PAINT F4 HM PNMA2 41 34 A2 - 0000 X (13/ X X SIDES X X NO EXTERIOR ENTRANCE HARDWARE 12" PLYWOOD ,•. _ , �� ENTRANCE (WOMEN'S SIDE) E 1 11'-6T " 7-D) ' 1 3/4- ALUM PRE -FINISHED 9gNE WHITE - ALUM PRE -FINISHED BONE WHITE 4 A3.3 26 P.3.2 - 13 O 5 SKIRT - WRAP INT• H.M. FRAME SOLID OPENING 4 SIDES �• `•.`"\�! - GROUTED - ALIGN INSIDE OF FINISH TO Ot ❑ MEN'S Lt (WOMEN'S SIDE)" E 1 11'- _ 7 -51¢ 1 3/4" ALUM PRE -FINISHED BONE WHITE - ALUM PRE -FINISHED BONE WHITE 4 A3.3 36 A3.2 - 13 a x CliDE EMENANCE (WOMEN'SSIDE) 1 11'-8'/i" 7'-%" 1 3/4- ALUM PRE -FINISHED wHrrE - ALUME PRE -FINISHED WHITE -- - 13 D ❑ X 1INTERIOR IEXTERIOR I (WOMEN'S SIDE) E 1 71'- T-5Vt" 1 3/4" ALUMALUM ROLAE FINISHED BONE WHITE - PRE -FINISHED FIN NED BONE WHITE =_ - 13 �D X \\�.T \< n DDDR - PER SCHEDULE 7 LNINANCt (MEN'S SIDE) E 1 11'-81¢" 7'-5X" 1 3/4" ALUM PRE -FINISHED BONE WHITE - ALUM PRE -FINISHED BONE WHITE 43_,3 26 A3.2 - 13 ❑D x (E ENTRANCEPRE-FINISHED (MEN'S SIDE) 5 1 11'-5155" 7'-5X5 1 3/4" ALUM BONE WHITE - ALUM PRE -FINISHED BONE WHITE 4 A3.3 28 A3.2 - 73 In X ,yr •tai ENTRANCE (MEN'S 5105L E 1 77'-91r" 7' —51i- 1 3 4 / ALUM PRE -FINISHED BONE WHITE _ ALUM PRE -FINISHED BONE WHITE T _ - 13 ❑D X COMPACTOR DOOR HEAD 39 NOT USED 33 NOT USED 27 • I CE (MENS SDE) E 1 11'-8Yz" 7-51¢' 1 3/4" ALUM SONE WHITE ALUM BONEINWH TE — 13 b X 42/ HALL 1 5 2 3'-0" 7-0' 1 3/4" HM PLANT F4 HM PAINT.21 - 0000 x CD X X SIDES X X NO EXTERIOR ENTRANCE HARDWARE A2-39 TU CW 08/04/05 I SCALE: 3"•1 -0 SCALE: SCALE: ^ QR HOLLOW METAL CONCRETE PANEL FRAME GYP. BO 0/ � IED STAIRS TO OUTSIDE 8 1 3'-0" 7'-0" 1 3/4" HM PAINT FT HM PAINT A2 A2 - 000 X X X SIDES X X ```�� i �A1an NO E RIOR ENT �B A �E AN E RIGID INSULATION FIRE TREATED WOOD y I s: =" •`" ELL ROOM C. LLS A 1 3'-0" 7'-0" 1 3/4" HM PAINT F2 HM PLANT - _ © X ❑G X ID CODE C0.6" --ti,. " SHOE STOCK ROOMa A 1 3'-O� T-0" 1 3/4' WD PAINT F2 HM PAINTx - H ❑ 5 WALL V ❑ _ Vi RT� SURROUND 3/4" � .,:fl = jf=J , .� - SOLID GROUT CHAMFER TIP. DOOR (PER SEALANT AROUND ALL SIDES OF SCHEDULE) �y IDT ROOM A 1 3'-0" T-0" 1 3/4" WD PAINT F2 HM PAINT - - - X ❑G WALL a s 4"` "' 0� ,1 '\-- / CHAMFER r �+C --,��I 1 DOOR FRAME TAPERED DOCK SEAL�si'#. 24"x12"x10" DEEP DOCK BUMPER -ALIGN CENTERLINE OF BUMPER WITH EDGE OF DOOR OPENINGgo EMBEDDED ANGLE PER STRUCTURAL yn ;<i: •"•# %'•3 I . .; 120 LP OFFICE A 1 3'-0- T-0" i 3/4" WD PAINT F2 HM PAINT - X © X WALL ❑V L If. . RETURNS K 1 3'-0" T -O- 1 3/4" WD PREFlNISHED F2 HM PLANT - - - - X a5 ❑N X ❑V . % %' /, i// ('' �.v ,� // /ij:// // j i 17,/,//27.% // /�///// I " —_ CASH ROOM F 1 3'-0" 7'-0" 1 3/4" WD PRETINISHED F2 HM PAINT _ - X a❑M Q CUSH J' - , ' ' " - ._ _. __..._._ __.. •., " _ ..._ __ A - ,, WOMEN'S RESTROOM J 1 3'-0" T-0" 1 3/4" WD PREFlNISHED F2 HM PLANT _ - X m© CUSH WALL �� ,,., yy, n¢ Y��kWila ANGLES FULL WIDTH OF OPENING. SEE STRUCTURAL 1 ;? :;ilii • 134 MEN'S RESTROOM J 1 3'-0- 7'-0" 1 3/4" WD PRETINISHED F2 HM PAINT _ X m© CUSH WALL ❑V ❑W ,�•/ V 135 UNISEX RESTROOM J 1 3'-p' 7'-0" 1 3/4" WD PREFlNISHED F2 HM PLANT - X ❑R CUSH WALL ❑V �{v. 1�1y� V +'�� -' - INTERIOR FINISH - SEE PLANS 140 LOUNGE B 1 3'-0" 7-0" 1 3/4" HM PLANT 51 HM PNMT 35 A2 34 A2 - 000 X ❑ X X SIDE'S X X NO EXTERIOR ENTRANCE HARDWARE LOUNGE K 1 3'-0" 7'-O" 1 3/4" WD PREFlNISHED F2 HM PAINT - x m L2 CUSH WALL 0 Mi l OPEN OFFICE B I 3'-0" T -O- 1 3/4- HM PAINT F1 HM PAINT A2 34 - 000 X Q X X SIDES X X NO EXTERIOR ENTRANCE HARDWARE 14 OPEN OFFICE 1 1 3'_0' 7' -0" 1 3/4" WD PREFlNISHED F2 HM PLANT — - X CUSH WALL OV EXTERIOR DOOR JAMBS 34 DETAIL AT LOADING DOCK 28 elb STORE MANAGER F 1 3'-0- 7'-0" 1 3/4" WO PREFlNISHED F2 HM PAINT X H WALL A2-34 TU 108/31/05 I SCALE: 3"=1'-O" P,2-28 N CW 1 11/17/05 I SCALE: 1"=1'-0" CD PERS/OPS F 1 3•-0" 7'-0" 1 3/4" WO PREFlNISHED F2 HM PAINT• - X ❑H WALL INTERIOR FINISH - SEE PLANS PROVIDE FOAM FOR ALARM : /\ V - " " " ° _ c� CONCRETE PANEL 1" 145 TRAINING ROOM F 1 3'-0" 7'-0' 1 3/4" WO PREFlNISHED F2 HM PLANT — _ - X ❑H X WALL 146 MDF ROOM 1 1 3'_0" T -O- 1 3/4" WO PREFlNISHED F2 HM PAINT _ - X N WALL 750 MAIN STOCK ROOM B 1 3•_p" T-0" 1 3/4" HM PAINT 51 HM PAINT 35 34 - 000 X 1 " / X X ALL SIDES X X NO EXTERIOR ENTRANCE HARDWARE 150 MAIN STOCK ROOM H PAIR 3'-0" 8'-0- 3/4" ALUM FACTORY FlNISH F7 HM PAINT _ O X [4x] X PROVIDE [4] FLOOR STOPS -[2]AT RECEIVING AND [2] AT SALES .I_0 - VFRIFY WITH KOHL'S CONSTRUCTION MANAGER MAIN STOCK ROOM C 1 8'-0" 8'-0" 1 3/8" MTL FACTORY WH TRY - MTL PANT - 000000 ❑ X _LOCATIONS (E MAIN STOCK ROOM C 1 8'-0" 8.-0" 1 3/8" MIL FWHTORY ITE - MTL PAINT PY - 000000 ❑K X WIRING - SEE 1/052 CILHMFER TYp. 1505 MAIN STOCK ROOM C 1 8'-O" B'-0" 1 3/8" MTL FACTORY WHILE - MTL PAINT — 30 A.2 - 000000 C' X SOLID FG 'ROE UTED - PROVIDEFOAM SEALANT AROUND SIDES T DOOR FRAME ALL cr. MAIN STOCK ROOM C 1 B'-0" 8'-0" 1 3/8" MTL FACTORY - MTL PAINT — A2 - 000000 a X 150 COMPACTOR D 1 ' 4-0" 4'-4" 4-4 1 3/4" HM PAINT F5 HM PAINT P2 XP 38 - 000 T © '� SIDES AT CLOSER DOOR (PER METAL RAIN DRIP �]• COMPACTOR D 1 4'-0- 4'-4" 1 3/4" HM PAINT 55 HM PLANT A2 P2 - 000 X ED © SIDES SCHEDULE) f CO)ROOF ACCESS G 1 3•-0" 5'-0" 1 3/4" HM PAINT Ffi HM PLANT - 0000 P1 R. ©© All X PROVIDE 2 PULLS - ONE INTERIOR. ONE EXTERIOR `D) MEZZANINE STAIR B 1 3•-0- 7'-0- 1 3/4" HM PAINT F2 HM PAINT _ 60 MIN. O5 X ❑ X FLR. 3 SIDES NOT USED 41 EXTERIOR DOOR HEAD 35 NOT USED 29 I I SCALE: A2-35 TU 111/17/05 j SCALE: 3"=1'-0" I SCALE: GYP. EO. -. . __ RIGID INSUL: PANEL RE -TREATED - \i‘ - ' , " • • - _ _� b(eONCRETE -- --- URRDUND L 11 ""' 542k. 1,6,. I L I •• ° "• - . ) DOOR NOTES O INSULATED CORE DOORS. GROUT FRAMES SOLID INCLUDING MULLION. O HAND -ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED AT 36 0 SCP -7 WITH 18" JAMB GUARDS AND INSTALL DOOR FRAME 1" FROM OUTSIDE FACE OF WALL. INCHES ABOVE THE FLOOR. LATCHING AND LOCKING 00055 THAT ARE VISION PANEL SIZE INFORMATION. MOUNT HAND -ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL BE 2 SEE EXTERIOR ELEVATIONS FOR PLANT FlNISH AND COLOR. MATCH COLOR OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, 8 LOUVER 24"x12" HIGH OF ADJACENT SURFACE IF NOT SHOWN. PUSH-PULL- ACTIVATING EIARS OR OTHER HARDWARE DESIGNED TO PROVIDE ❑ O PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING 9 FACTORY FINISH WHITE AT INTERIOR, FIELD HARDWARE. LOCKED EXff DOORS SHALL OPERATE AS ABWE IN EGRESS O O INSTALL 7/2- PL7W000 AROUND DOOR FRAME AT INTERIOR SIDE. 12" WIDE DIRECTION. DOORS TO BE OPERABLE WITHOUT USE OF A KEY OR ANY 10 SEE EXTERIOR ELEVATIONS IF FIELD PAINTING ID ALL SIDES, TYPICAL - AT COMPACTORS, EXTEND PLYWOOD BELOW SPECIAL KNOWLEDGE OR EFFORT. FRAME TO FLOOR. 11 SEE MEZZANINE PLAN FOR LOCATION O POSITION BOTTOM OF COMPACTOR DDDR FRAME 72- ABOVE FINISH SURFACE 12 1 SET HARDWARE PER LEAF O NOT USED OF EXTERIOR CONCRETE COMPACTOR PAD, OR 96" ABOVE FINISH SURFACE O OF EXTERIOR TRUCK DOCK PAD, HOWEVER, NEVER INSTALL BOTTOM OF 13 DOOR ALARM CONTACTS BY AUTO DOOR COMPACTOR DOOR FRAME CLOSER THAN 48" ABOVE FINISH FLOOR OF BUILDING. DO NOT INSTALL DRIP FLASHING. PREP COMPACTOR DOOR FOR ONE CONTINUOUS HINGE. VISION PANELS, SEF JAMB GUARDS PAM EXTERIOR IS APPUCABLE SUPPLIER SPECS TO CONCRETE. FOR 14 GENERAL CONTRACTOR TO FURNISH AND INSTALL DOCK SEALS - FAIRBORN SERIES 1000 FOAM DOCK SEALS W/ 40 OZ. HYPALON ARMOUR PLEATS OR EQUIVALENT. 15 GENERAL CONTRACTOR TO FURNISH AND INSTAL_ DOCK BUMPERS - DURABLE CORP. LAMINATED RUBBER BUMPERS W/ 3/4" DIA. SUPPORTING RODS THREADED AT ONE END AND STEEL RETAINING ANGLES EACH SIDE OF BUMPERS. SIZE 121-1 x 24"L x 6'D. 16 GENERAL CONTRACTOR TO FURNISH AND INSTALL OVERHEAD DOCK 00085 AND LEAF BUMPER SPRING - WAYNE-DALTON CORP. THERMOSPAN 150 W/ STANDARD HEADROOM LIFT. TORSION IN FRONT. I INTERIOR I IEXTERIOR 1 - {i DDDR (PER SCHEDULE) SWEEP EXTERIOR DOOR THRESHOLD CONT. SEALANT I. CONC. STOOP It, �^� , t DOOR GUIDE ASSEMBLY DOOR MFR. • 1 UNE OF DOCK BUMPER BELOW CHAMFER, TYF} I I I T FC e, ,- , V DOOR PER SCHEDULE I •_ NOT USED 42 EXTERIOR DOOR SILL 36 OVERHEAD DOOR JAMB 30 DOOR AND HARDWARE SCHEDULES AND NOTES 6 I I SCALE: A2-36 111/17/05 I SCALE; 3"-1'-0- A2-30 TU CW 109/27/05 I SCALE: 3`=1'-0" .. I..q.,;, lata#E< Ansow T)i) ISa an;aaa 55 KOHL'S - TUKWILA, WA 17200 SOUTHCENTER PARKWAY TUKWILA, WA 98188 DEVELOPED BY. KOF6.'S DEPARTMENT STORES, INC. N56 W17000 RIDGEWOOD DRIVE MENOMONEE FALLS. WISCONSIN 53051 TEL. (282) 703-7000 FAX. 12621 703-7105 11152 HARDWARE LEGEND NBSCT ODOTR7-C7I-N444ORE 4N0MF CYLI(NITNEDTC1HE --772DMR PULL) O N.I.C. - DOOR-0-MATIC 1490E0 (EXIT ONLY) ❑D ALL DOOR HARDWARE PROVIDED BY AUTO DOOR SUPPLIER ❑ NOT USED VON DUPRIN GUARD -X MODEL # 2670 W/ US28 ALUM. FINISH BEST CONSTRUCTION CORE ANO RIM CYLINDER 1E-72 ❑BEST STOREROOM LOCKSET 935-7D15D W/ 625 FINISH W/ BEST 1CCOBP PLASTIC CORE H BEST ENTRANCE LOCKSET 934-7AB150 W/ 626 FINISH W/ BEST 1CCOBP PLASTIC CORE CI BEST PASSAGE LOCKSET 93K-ON15D W/ 626 FINISH ❑PADLOCK (TFGCI) (BEST 11B712T W/ 626 FINISH W/ 1-1/2” SHANK) L1 PUSH PAD W/ US32D FINISH a PULL HANDLE W/ US32D FINISH M BEST TUBULAR DEADSOLT 63T -7K-55 W/ 626 FINISH W/ BEST 1CCO3P PLASTIC CORE ❑N OBSERVATION DEVICE - NE5 VIEW PEEPHOLE 698 E NES SURFACE BOLT 69-453-8-1-U526D ❑R BEST DORMITORY LOCKSET 935-71-150 W/ 626 FINISH W/ BEST 1CCOBP PLASTIC CORE ❑ALARM LOCK ELECTRONIC LOCKSET T2 TRILOGY DL2700IC 265 W/ BEST 1CCOBP PLASTIC CORE ❑T BEST 10601.AR DEADBOLT 83T -7L -55 -CS W/ 626 FINISH W/ BEST 1CCOBP PLASTIC CORE PROTECTIVE STAINLESS STEEL PLATE W/ US32D FINISH MOUNT PROTECTIVE PLATE ON PUSH SIDE OF DOOR aPROTECTIVE STAINLESS STEEL PLATES 11// U5320 FINISH MOUNT PROTECTIVE PLATE ON PULL SIDE OF DOOR • IDENTIFY PROJECT AS KOHL'S TO HARDWARE SUPPLIER TO INSURE PROPER COORDINATION WITH BEST. • ALL EXTERIOR HARDWARE TO BE ORDERED WITH BEST RIM CYLINDERS AND CONSTRUCTION CORES. ALL INTERIOR HARDWARE TO BE ORDERED WITH BEST RIM CYLINDERS AND BEST PLASTIC CORES. + TEST ALL EXTERIOR PANIC HARDWARE LOCKS WITH BEST COMPATIBLE CORE AND OPERATING KEY PRIOR TO TURNOVER. • PROVIDE CASE HARDENED CFWN FOR PADLOCK OK AT SPRINKLER RISER. • PROVIDE PADLOCK ❑K AT EACH COMPACTOR POWER DISCONNECT. * SEE FIRE NOTES ON T1 AND Al FOR KNOX BOX INFORMATION. • ALL LOCKSETS AND LOCKS ARE TO BE PROVIDED AS SPECIFIED. NO SUBSTITUTIONS. • INSTALL REGULAR- OR HEAVY-DUTY CLOSER BASED ON CRITERIA IN SPECIFICATIONS. CLOSERS MARKED "CUSH" SHALL HAVE AN INTEGRAL CUSHION STOP. • AT COMPACTOR DOORS, INSTALL DEADBOLT AT VERTICAL MIDPOINT OF COMPACTOR DOOR EDGE. INSTALL PULL HANDLE BELOW DEADBOLT (VERTICALLY). INSTALL SLIDEBOLT DIRECTLY UNDER HANDLE (HORIZONTALLY). INFORMATION ON THIS DRAWING TAKES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFUCTING INFORMATION. NO. DATE BY DESCRIPTION A12-22-06 84 Set A A A A (lir/ r►PTi fK NILA APE111I5'dYTC E�19T 9 A A DOOR SCHEDULE, DOOR FRAME TYPES AND DETAILS SCALE: VARIES SHEET: PROJECT #: 3079-11152 DRWN BY: — CHKD BY: BLDG. SUBMITTAL: 10/12/06 A2 KOHL'S - TUKWILA, WA 17200 SOUTHCENTER PARKWAY TUKWILA, WA 98188 DEVELOPED BY, KOHL'S DEPARTMENT STORES, INC. N58 W77000 RIDGEWOOD DRIVE MENOMONEE FALLS, WISCONSIN 53051 TBE. (282) 703-7000 FAX. (262) 703-7105 11152 NOTE: STAIR STRUCTURAL DESIGN BY STAIR MANUFACTURER - USE THESE DRAWINGS FOR CONCEPT DESIGN AND DIMENSIONS 884.8 # 4 1764 INFORMATION ON THIS DRAWING TAKES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFUCTING INFORMATION. NO. DATE BY DESCRIPTION >D»»DDD 12-22-06 Bid Set \ _YEG D � ► A JAN 0 9 7007 PERM GENTTR (o 0 CV STAIR SECTIONS AND DETAILS r ENLARGED STAIR PLANS, SCALE: PROJECT #: 3079-11152 DRWN BY: - CHKD BY: - BLDG. SUBMITTAL: 10/1206 SHEET: I- W A 2. 1 Cl CO RAIL GUARD RAIL 1 1/4DIA. STEEL RAILING - PAINTED Q 4 J 4.5 GUARD r ifitoo,„.,„,,., , 1/a' DIASTEELVERTICAL RAILING - PAINTED 1 AND RETURN TOL SUPPORT,30'-3",��7/ 29'-2 3/4" 22'-4" CLEAR MEZZANINE OPENING ' l J j '� CLEAR DIMENSION 5'-0 3/4' 20 TREADS ® 11" EACH=18'-4' S'-10" )' 1" -. .... ------------ -- - -. . f 1 I \- �EXTEN9 HANDRAIL AND RETURN TO VERTICAL SUPPORT _ ' / MIN. y 1•. UPPER LANDING STAIR DIMENSION • LOWER LANDING 36 �- UNE OF MQZANINE OPENING OPENING .� \ �� WELD RAILING TO LL STRINGER d �•� ' fi= ,1I \Wir 6• I� LOSE EACH END. OF STRINGER N WffH STEEL PLATE I Fn 24 i A2.1 ABOVE 1 ABOVE �� o TREAD WIDTH •h 12" MIN. • -" 1'-11' MIN. 2 • / 20 TREADS ® 11" EACH=18'-4" 2� A2.1 STAIR DIMENSION PAN WELD RAILING TO STRINGER . " II, -. .,��7) _r �. �� 4 . . a;;ff..:: I ' i#+�- ' IFi$#Y :!.i •---'' x IMO. ;:...:,,: rt,f,`, :::,mak,,-:�^" 5.„0 - 'NFN ":1 xp.�,, a:: j:y.,.. 5..'�.. �€i .... I::e r.fig:5 '�:rn;Y� ..,.:'.E `�� mo .. .'i9^.'"...V.-,^., .. a....., fi, ':, �r% 3: ; ::s.i.� w-.... ( �:w , {:.�f : I::.pir„ ,••••••,•-::•111:,:u i:i:4 a o a a a a & al- oa CLOSE EACH END . OF STRINGER WITH .... _ 1 II h , I FLOOR SLAB [` , ^�n r __ r ..-._._._ 7 1 1- T r r r I` r 1 - f -.._._._ -� r. -� = \ , I E DN 1 k ! ! h F I I I I m STEEL PLATE .i •". - STEEL STRINGER CLIP ^ FIN. FLR. E -+ - �... I I Y DN_ 1 '� m _ a m 3 �n - z i ^ I IE I I 1 1 1 t 1 1 1 1 1 1 I 1 I "7 \ _ .. _ _ BEAM STEEL STRINGER \\ 1" TYP., 1-1/2" MAX ,:..._ is \ I 1 I I I I o -* ce xt - rr -' , 1n 1 .11 .:.'.JL.__L. C ,. .L:J r..L._L-..L ! 1 L . NOT USED 37 OPEN STAIR AT FLOOR 31 OPEN STAIR AT MEZZANINE 25 _ / A21-25 IBC 171/19/04 1 SCALE: 1"=1'-0" 821-31 INC 1 11/19/04 I SCALE: 1"=1'-0' ;� - LINE OF BEAM I- I SCALE: LINE OF BEAM STAIR PLAN 1 1/4" DIA STEEL RAILING - PAINTED } \ \�, 1 1/4• DIA. RAILING - PAINTED STEEL MEZZANINE PLAN FLOOR PLAN r�l } Q RETURN TO WALL \ " TREAD WIDTH + 12' MIN.j. OPP. HAND m ! I \ ^� MIN. o I" 2" CONC. FILLED STEEL PAN NOTCH STRINGER AT DOOR PS REq'D 26 II v--� NV 1'-11" MIN. yz" 11" TYP. HoppAND A2.1 HAND ^1! Mk 11 DOOR- 20 TREADS 0 11" EA. = 18'-4• r^ ° yy�..,NW • e • BEHIND I D STAIR DIMENSION MEZZAM �-. 4'-0' MAX. TYP. I MEZZANINE I I • I III• a AirillCLOSE EACH END F7-1 d -. I HANDRAIL EACH SIDE iiW OF STRINGER WITH STEEL PLATE _ • I STEEL STRINGER I► `` ► FIN. FLR. , I ..................... -- - _�.nu ` �` ` EACH SIDE \ i-1/2" \r. MAX. STEEL \ �� N. \ - I I CONCRETE FILLED PAN TREADS W/ BROOM FINISH - STEEL HEAVY TW. '� I \. `� �� `N. �. \ . •I \ 1n "7 ` o a ` GUARD RAIL EACH SIDE CONCRETE FILLED STEEL PAN TREADS W/ HEAVY CONT. STRINGER CHANNEL STEEL NOT USED 38 EXIT STAIR AT FLOOR 32 EXIT STAIR AT MEZZANINE 26 ° --"� '�`�, STEEL RISERS - TYP. �` BROOM FINISH - TY?. 21 EQUAL RISERS = 11'-9" �E° • n N � ` SIGLL RISERS - TYP. A21-32 IBC I 96/30/04 I SCALE: 1"-V-0• I I SCALE: A21-26 IBC I 08/09/04 I SCALE: 1".1'-0" ® AMER \ I RECEMNGJ � \� 2'-6• 1'-O• m a ®M ` CLEAR .� . N. • aft N ` N. nro�. - - HAND " I COAT ROOM I �. �.` ` ``I` \\ \A`A ` `� \ a1- c BOLLARD SEE PLAN _ FOR STAIR LAYOUT SIM. 5'-7" NOTE: PRIME AND PAINT LADDER TO MATCH PARAPET COPING \. STEEL STRINGERS ``�` �� OAP. I \ - \ I �` � _ 1\\ r 0 Ad .. LZ d CLEAR 12�- j I ■ MIN NOTE PRIME AND PAINT LADDER GLOSS WHITE (TYP,) 1 CONCRETE LANDING ,a �'•" .II,I., I' "" • ILL 1 2'-D• -' 1 1 . �, .- T' I II ;1 �„� �. \ \ i "---- -_ --�� ROOF ACCESS DOOR 14a •Pi2_ 20 TREADS 0 11" EACH =18'-4" STAIR DIMENSION SEGTION SEE 0008 SCHEDULE l 12 n • �1 ji SECTION NOTE: 1. SEE STAIRSRET ADA FOR NOTES TYPICAL OF /LEL 1. SEE SHEET ADA FOR NOTES TYPICAL OF STAIRS EXTEND HANDRAIL AND RETURN PLAN - EDGE OF HIGH ROOF 2. STAIRS (STRINGERS & RISERS) RAIUNGS TO REMAIN PRIMED AND 2. PAINT STAIRS (STRINGERS & RISERS) AND RAILINGS GLOSS WHITE ROOF BEYOND 2-1/2"x3/8" STEEL BAR WELDED TO STRUCTURAL STEEL EXIT STAIR PLAN AND SECTION 15 MEZZANINE OPEN STAIR PLAN AND SECTION 3 BEYOND o F TO VERTICAL SUPPORT PREFABRICATED STEEL LANDING - 1"x3/i6' W/ NON -SLIP SURF. AND PAINT PER ELEVATIONS TREADS & BAR GRATING - PRIME 1 1/4" DIA. STEEL RAILING - PRIME AND PAINT PER 4" R 2-1/2"x3/8" STEEL BAR WELDED 70 2-1/2•x2-1/2'x1/e ANGLE - FASTEN w 4 ZELEVA111OMS A21-15 19C BL TU OW 105/26/06 1 SCALE: 3/6"=1'-0" A21-03 IBC BL 104/20/06 1 SCALE: 3/8"=1'-0" CONT. SEALANT 0/ BACKER ROD OR ALUM. ANGLE IF JOINT IS GREATER THAN 1" f CONCRETE OVER METAL DECK STRUCT. DRAWINGS - SEE /��\j ( .7 / S•B 3/4" 018. STEEL RUNGS 0 12' MAX. 0.C. W/NONSLIP SURFACE. WELD TO STRINGERS f fgli J� TO STRUCTURAL STEEL ✓`---- \ TREAD WIDTH - + 72" MI 0'; x_11 _Fill 'I' I� �Il r ► LA . 110111 I - (TYP.) "X• 1 MQZANINq +11 9" J T-5 37- 16'-9' CLEAR OPENING 3- 5/8" TWE GYP. ! BD. EA. SIDE OF METAL 1 STUDS -�� )/ }- 3 TREADS 0 11' EACH = 11'-11• 4'-0" 6" 2-1/2" x 3/8' STEEL \ 3/4" DIA. STEEL RUNGS 0 12" MAX. O.C. W/NONSLIP SURFACE- WELD 70 STRINGERS 1'-71" MIN 11 'I STRINGER TYP. '" o z --.11MAllallo �� STAIR DIMENSION LANDING / \ (MP.) CLEAR I i 1 . 1\ �J /1 1 2-1/2"x3/8• STEEL BAR WELDED 2 -1/2"x2 -1/2•x1/4' ANGLE I�D1EADFWO BLCOCKmINP TO - BOLT TO ,�-O \ 2-1/2" x 3/8" STEEL " o L hi! - �_�� 1111.1.1M111111111111.1111. '"�� METAL STUDS - SEE �""""°°°""°"••=--� •-._._...... _. s ... ..,. <,..,. _- _ .. ,,.. _ : ,,.,.,_ ,, }. . .... ! ... w_.,....., ,. �. ,,a� STRUC7. DRAWINGS I , \ I- ? N 35 STRINGER TYP. �. 2. 0. CLEAR -I r '• )PROVIDED RATED EXIT STAIR �, I DNI 1 I I �'1 �A + a OPEN BELOW as TOP OF ROOFING �\ \ o 2 2 -1/2•x2 -1/2-x1/4- ANGLE - 'A I 1 I 1 1 1 1 -I i +9'-6- L I 1--1 L. 1_ I L _a - �T I - I ....1 1 .L I 1 . ._L 1 --R J-- 1 1 . 0P r RR z�- c'0\ - MIJ •• J 1- TYP.. MAX. EXTEND" HANDRAIL AND RETURN TO VERTICAL SUPPORT STEEL CLOSED RISER STEEL ENGER SECTION POSTS STEEL°L., PAVING OR CONCRETE PAD \ @DLT TO FLOOR MEZZANINE FIN. FLR. 11' m if-- r )� °.a� w 1-`` /// T -BAR CEILING BEAM SEE STRUCTURAL-. 6 T 1 1 1 I 1 T - - 1 I T -_T--; I 1 1 I 1 I. I-. vice w C� E k Ot) � a) +8 -6'� OPENING 0 o ~ I LOCKER ROOM , f FLOOR I """� 00 ROOF ACCESS LADDER 40 HIGH ROOF LADDER DETAIL 34 EXTERIOR OPEN STEEL STAIR 28 FIRE RATED CEILING 22 i.:,..,,,,, ..-- �, A21-40 111/16/05 I SCALE: 3/4"=1'-D" A21-34 111/16/05 I SCALE: 3/4•=1'-O" A21-28 INC BL 105/25/06 I SCALE: 1/2•=1'-D" A21-22 BL 103/24/05 I SCALE: 1-1/2•=1'-0"- \ 6 T e 11' EA. = 5'-6" 1 n !j----------- SUP JOINT CONNECTION 70 Y,`" UNISTRUT STUDS' CHAINIJNK FENCE STAIR DIMENSION 42 .- FACE OF WALL SEE FLOOR PLANS 1 1/4" GIA. STEEL PIPE HANDRAIL W/• BRACKET 4'-0" 1 1 / " MIN. 1 4 '� „� .1J` n , '7 •r STRUCTURAL PLAN PLAN 82.1 _ l\l\a G�'�I 0111 �1 • T ry��\ p �V{ 11..r+ METAL FACE OF WALL - SEE FLOUR PLANS _ \ 1-1/4" DLA. STEEL PIPE HANDRAIL W/ _ BORCP,C ®4'-0 1 MIN. /� �- 1 1/4" DIA 1-7/4' DIA STEEL PIPE HANDRAIL W/ 1 ' 1/7 ti-� MIN. e CONTINUOUS POST TO STRUCNRE ABOVE RAIL AT CHAIN LINK FENCE TERMINATION ® 14'-O" ABOVE !I M67ZNIINE F.F. \ ( 1 \ O.C. MAX. ml / •1 •1 ,I 13 TREADS ® 11- EA. = 11'-11" RETURN HANDRAIL TO WALL AND CAP AT BOTH ENDS FDR MTL STUD WALL 3 TEK 5 FASTENERS INTO STEEL PLATES 3"x 12 GA x LENGTH AS RE00. STEEL PLATE WELDED OR SCREWED TO METAL 911JD5. STUDS MIN.) - i� �- E _ xi " _ o �` y RETURN HANDRAIL 1 _ ,.1 ... STAIR DIMENSION AN 1/2• DIA BAR _ \ BRACKET 0 4'-0� O.C. MAX. - WELD GORIND, SMOOTH % - n TO WALL AND CAP AT BOTH ENDS".., A •g+• OAP. HAND 4 -0• MAX. TYP g/g• DIA MEZZANINE] I; 'n-! MEZZANINE 1 All_ RETURN HANDRAIL TO WALL AND CAP ENDS a ❑ EXPANSION BOLT '/ .� •I n g• 1 •� . .. „. - ...... }z GUARDRAIL AT I 1 I o 41INTERMEDIATE RAILS I 2 3/8' DIA. GALV, LINE POST FOR STABIla1Y I AT BOTH INTERMEDIATE RAILS ❑o E' = z C pa , I ` ' 2... OPEN ��...III"` SIDEScx I� CONCRETE WALL .. n ..._.l �_._... ..sL_ = z - r BEAM SEE STRUCTURAL 1 r - `�., -... :E1 '.-. �....< ... ...�: .:•_,:. ..� - -' HANDRAIL EACH LT. FlXT.-SEE ELECTRICAL _ (2 STEEL STRINGER _ _._._,/A._..__ v _r .. _ A........ V L o F a 1- _� v o of L 1 ' 1 �`�.,^ `. ,, ` DINGS. GUARDRAIL AS REQUIRED STEEL STRINGER V rn G o a I 19 i•7 _ s _ 1 m • - ..•.,�. _ i \. `?•. `\ `a STEEL STRINGER SEE STRUCT. CWGS.-1 2" CONC. FILLED ;y�" ''t,.:' >' ''�': �";"• 1 ^ '1 ,1 QUAL RISERS = CONCRETE FILLED STEEL BROOM M FIFIPAN N SH TYP�VY STEEL RISERS TIP. 1 - ��% I •F: , /. = =\2 a 1n I NOTE: �► ► ► ► END, CORNER AND PULL POSTS TO BE 2 7/8" GALV. PIPE SEE STRUCT. DWGS. ` 2" CONC. FILLED TREAD PAN J t n d a z a C -. rd naw °' o ► ► ► ► ► ► WELD VERTICALS TO CHANNEL ► TIE CHAIN LINK TO 80TTOM RAIL 0 24.0.C. ► STEEL CHANNEL - SEE STRUCTURAL SEE STRUC7. DWGS. - 2• CONC. FILLED TREAD PPN TREAD PAN w .. - ".f' •, U N �� ! , ' . m -i • • \ I .1 .., 7C}', d \ ® �' .., IT :r ;*'"� ; d'1 1 " \ " STAIR WIDTH 2 5/6" _. r /\ V x .1 n r .1 IMIF '/ I I ` �/f 1� _ ^ \ 1 STAIR WIDTH ;•- •tib • .-3 -1 •� •1D •� .] - 6 T ®11" EA 5'-6' MEZZANINE MI r " STAIR WIDTH 2•��.-.�)� a^r *„ /I Il1 _ } STAIR DIMENSION t :` =� ELEVATION / SECTION NOTE: 1. SEE SHEET ADA FOR NOTES TYPICAL OF STAIRS 2. PAINT STAIRS (STRINGERS & RISERS) AND STAIR RAILINGS GLOSS WHITE I I STEEL BEAM SEE STRUCTURAL SEE PLAN I. , SEE PLAN SEE PLAN HANDRAIL AT GUARD RAIL 42 PIPE AND FENCE DETAIL 36 HANDRAIL AT METAL STUDS 30 HANDRAIL AT CONCRETE 24 SWITCHBACK STAIR PLAN AND SECTION 6 A21-42 IBC 05/25/04 SCALE: 3•=1'-0" A21-35 111/16/05 I SCALE: 1"=1'-D" A21-30 IBC 1 06/30/04 I SCALE: 3"=1'-0' A21-24 LSC TU CW 10/30/05 SCALE: 3"=1'-0" A21-06 IBC BL TU CW 1 05/18/06 I SCALE: 3/8"=1'-0' KOHL'S - TUKWILA, WA 17200 SOUTHCENTER PARKWAY TUKWILA, WA 98188 DEVELOPED BY, KOHL'S DEPARTMENT STORES, INC. N58 W77000 RIDGEWOOD DRIVE MENOMONEE FALLS, WISCONSIN 53051 TBE. (282) 703-7000 FAX. (262) 703-7105 11152 NOTE: STAIR STRUCTURAL DESIGN BY STAIR MANUFACTURER - USE THESE DRAWINGS FOR CONCEPT DESIGN AND DIMENSIONS 884.8 # 4 1764 INFORMATION ON THIS DRAWING TAKES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFUCTING INFORMATION. NO. DATE BY DESCRIPTION >D»»DDD 12-22-06 Bid Set \ _YEG D � ► A JAN 0 9 7007 PERM GENTTR (o 0 CV STAIR SECTIONS AND DETAILS r ENLARGED STAIR PLANS, SCALE: PROJECT #: 3079-11152 DRWN BY: - CHKD BY: - BLDG. SUBMITTAL: 10/1206 SHEET: I- W A 2. 1 Cl CO Mk Ali Mk Alk ITli NW Q CP".T.... ROOF UNE AT WALL W NW T. ( 6 1 • IP,... 0 Vir o VW NiF o 10 DOCK BUMPER - FACTORY FINISHED - SEE DETAIL 28/A2 O TILT -UP WALL PANEL JOINT O CANOPY OELEMENT BEYOND O TILT -UP w/ CMU SCREEN WALL 10 2-1/4" HIGH CONC. REVEAL - SEE DETAIL 21/A1.2 11 M.. Nrtr_ I0.p BUILDING ADDRESS LOCATION ©. v ©P. 74 Nr i P. 20 NOT USED 16 AUTOMATIC SLIDING DOOR I OPEN STEEL STAIRS AND RAIUNGS - SEE DETAIL 28/62.1 16 PREFINISHED ALUMINUM BAND BY STOREFRONT SUPPUER - MOUNT CENTER OF RAND AT EL.11B'-5" - SEE DETAILS 22/A1.2 AND 34/A1.2 ,y DOCK DOOR TILT -UP PANELS - NO REVEALS BETWEEN DOORS PAINT COLOR CHANGE - EXECUTE STRAJGFR HORIZONTAL LINE 20 1 FINISH COLOR 2 O 1 "PORFlDD BROWN" W/ POLISHED FINISH GROUT COLOR TO MATCH MAPEI #4 961-!A.lA BEIGE' 3/16" GROUT JOINTS. TYP. O I 6 3 USED • . 1- �-. 1/TYP.v STONE -FINISH EIFS STONE -FINISH EIFS SYSTEM 0NOT I3 ©P. �'•- ©'I , T.O. P EL TO MATCH "H" BY M.A.B. PAINT CO. eNOT USED a 002 SERENGETI BY DRYV!T OSTOREFRONT / CURTAIN WALL- PREFlNISHD BY MFR. O TO MATCH BENJAMIN MOORE COLOR -NORTHHIAMPTON PUTTY" -HC -89 .-._.--- -� .-- -- -. _ ACCENT HOLOR TO MATCH -EARTHLY -EA RUSSET' -2173-1O 9 ICI PAINT O/ PRIMER O/ DOORS & FRAMES O NATURAL GRAY 10 ICI PAINT 0/ PRIMER 0/ MISCELLANEOUS ITEMS O BONE WHITE BY KAWNEER PREEINISHED SHEET METAL (INCLUDING FLASHING, GUTTERS AND DOWNSPOUTS) --- ICI PAINT FlEID COLOR - TO MATCH 'E" 12 E.I.F.S ICI PAINT ACCENT COLOR - TO MATCH "F" 13 BRICK PILASTER O TO MATCH BENJAMIN MOORE COLOR "CORK" -2153-40 TO � 7.(4G0 EL i30-10 9 TO MATCH BENJAMIN MOORE COLOR "PHILADELPHIA CREAM" -HC -30 OKYNAR "SIERRA TAN" "ALMOND" OKYNAR KYNAR "BONE WHITE" ^O 9 BRICK -MUTUAL MATERIALS I i 129PANEL • d y T.O. PANEL _. .._ __ .. _ ....T...._.NNEZP I �y V w....e #-- • -• =� - � •-'O EL 125'-10" In _ L 1.0 Til{• �T I 1 I '{_{_ I I I I L I I 7� 1f 1I-}1 1 I 1 I 1 r 1 .1-`r I I I. I 1 �-i-_E C I I LI1 t C •.t I 1. I L t 1 .T I S' _>-_�� i I� i. Ji �� i - I T ISI: -f L{_i_ _ C " 1 _� mc I 1 1 1 1 ..1 1 1 •1 1 r__ -_t 1 1 - .�f=a - - 1- -{ I I 1F -3 -i 1 I T TSI -H -. 1 1 t hLI_! 1T -F-.7' 7 I - -�- I7Z ■. S I L-F-��r-I-3- 1 I I T I I •.�� E._.. - _= � 1 1 _• I i' .t I I t t't TI ! * IL L l t i ��A�i� �w� 7 I 't 1 ii 1 I T -i 1 1 7 1I II II��iQ I N�LS7 ,1 T r 1 am �� L 1 I - 1 ,I, --•F' m wa i w III 1.r .I- T.i :.II i I I -TI I I I I l I I l I l 1 1 I I L I I I. 1 -I I [ Tr7 T 1f 1 1 1 I I I [ I: 't lYi ��.�" - ' :IIT_ 7rI ..... 1 L -- :d, -1 C:1- I tl tt. T I I r 7 rI I I I- 1 I I TlI T T Z 11 II1 I![ L I_ I I III -- l I ..:T�,:, .,, . -: �.� 1,I T I I I I --r _ _ .. l l! I T I :L_ 1 1 1 1 1 1 L I I 1 .i. L I I I I I 14 1 1 I I i I I I. 111' I I I I I I I L12 I L r L L I S L I LIZ ■ I•1 • .; 1 1=: L I •x•�^- .::,� i -Er - -; =_ ___ _ _. i =i 7 1 I i 1 r I I LI4 I I I L Li itT •m ' - - .'. I[ «a1frA I' � I-4 I `C 7 \ .■r i 1-I- Iihi - 1 11 1 I 1 11 t [ r I IT i I i I I I I i 11 tI•I 1 I L I I LI I i I. 1. 1 1. II rI It II I - • I II !. i I 1 I ,�„ """': MI I r ti _• :I• a - --- - I I I c I I i I t I I I I I I I I i l l i 1 1 1 i IL11-rlTI it I i 1 i I i T i TL _. I' L, I -- I i i i FIN FLOOR EVE. ;E£EEEEEFp&5#2•,;s�;; �, I hili ��n_. L I I I l l 1 1 1 1 I l t I L L L. L I : �.�I� - L I �� uzrr airrrva n:.:: ......-?syssssias�:! _ •_ EL. 10❑'-D"� c w.i 9E(I ,.,ia�3Iv3E $` r- ..,.;; .. -_ - ............... ... ... ....-.. M MI i i i v v O vd O ®v , Nr FRONT (WEST) ELEVATION INCLUDING GATEWAY1 SCALE. 3/32"=1'-0" /�� \ /fib \ /�� \ ALL EXTERIOR DOORS SHALL BE INSTALLED IN ACCORDANCE WITH THE FLOOR PLAN DIMENSIONS - TO ENSURE COMPLIANCE WRH ADA CLEARANCES AND INTERIOR STORE FIXTURING. 10 1 a J \ o/ % \ v 5 o O T 1 © 1© 4. © TYP. 10 F 1 NW TYPO ' lar' Q6 TYP.TO.. O© Niti NrNir O3 T(P. 'TYP.Tar i AN0-104 TEL P13EL . T.O.T. EL PANE L 125 - -_ RI L ... _ i'` t. ] i� �-Of ':ass:':? ii ---o ialcif 1,..,,..•,vp..W,91rNL8tle91n.n -ter �-_ Vii: r :: K I I - - P FIN FLOOR 1 �. _- ___ _.___ .__ a- . 1 1 m'e"'iT `7 FlN FLOOR EL. 1D0,-0' i i -.--_ _- _._ \ J r� EL 100'-0"v 9 0 F E 4). F E REAR (EAST) ELEVATION2 SCALE: 3/32.=1._0. BB �� 0T T,..., �H.9 �ED�0IREV�E� P►��%OEel ,... e OOp OM��Vir 1,v36I® .., s, . VNP. E v "- F OTYP. .eI �� #l9cT.OINGA3--__i="T__- 7.0• PL®�EL- 730'-70" i!--- ,..,"-- EL. 7 n- rIO01 T.O,FRAMING��L!! ZMEL. 127-0" pryam, •-, r.•9t 7EMECT:EM 1 • ................ r,r - , ,.. ::7■..■C............. : a oO / 19 a - .r.. , r, -- ...r..,,., , „ DIVISION., ;i 1 - -'Il , ..,e,-..��..r.r...r _ --- , rrrr.�-��-... 71f�_ / BUILDING I1 I. Ili . ^ rr. , r„ ....... _- _ .I�_ !I ..-�+.+....r=•. 'w-rar. •..wr,,........ - - FlN FLOOR_ 6....r.. nn rr. a.-_. . • ... FIN. FLOOR EL. 700 -0" L-. -1 III 1 -. 100 -0 \ EL 98'-O" 0 14 TYP. CS •TYP. OTYP. O EL. 96'-0" O' v v F J K F K RIGHT (SOUTH) ELEVATION 3 SCALE: 3/32.-1'--0. H.5� .9 G F E (D) C 0 O. gB N. ,� ,Th., AIL o ®© e o . o e.4,. j9 7.0. PANEL i I 1 A 4 I _ T.O. PARAPET Ij I W. 130-10' _• _ EL 131 -1'p 5 �' - ' 1 .. Fr ..._ ._ ._._.. .. ._.._ _.._-- - _ •� ._.. _- ;• _ ... .� T I _ _ -f I - E.O. 12RAMIBG M ID I en ti, • I I 11 1 P "c, •:- .... L -01 I =_1_ '�- t3T'b� ....IlII1111 i:t I _ Ly 1 I ]'1111111 I 311 x I I 71I1i11T1I11.1 i 111 I I I I I L 1 1 I 11117. I I I I 1 t 1- J. L8.1 . -- .- }. -s� - 33.3:E _ _. '�. 1 �'" Ii I 1 1 l I 1 717 Ill 1 11 I I I c I I I 1 III1 #k d - -- _ ii 11 I I I -I L I C i Ty_ T I T 111 i 1?I 1 1 1 I f ,...11 �A * , .... LII 4- 1 I I t - -. _, 1 3 3 IIIIII 1 I I Twill' �•;>1 1 1 r L I I i I1? I.I I I I D I I I I I1I1111ItI I T 117 i. 1 1 i I i I r I I i I 7 i I tiltI- I 177� T1= I I :i 1 I I I 1 ,. l ............. I I I[ I I l l l l i r I l l I l -- - l i l[ I I t I I I I I I I t 7 17 1 1� FlN FLOOR ■ i s a.. :.., {�'•ST �I winlmt L 1-- I I L I L I 1 I 1 I h 1? I I 1? 1 i _ : ! I I I I i I I I 1 i 1 3 7 1 r I T .' t+ F t FlN. FLOOR - 100 -0' 9 . � .. ❑n-. ... '•'•"• ErRt; ".. �. [ � ..m �� ,� mru I I I LTl I 1 „ � ,�� „�� n I I 1 1 1717.1 1717' 1 1 I �aFtvua' 1 � EL. 1 W 0" � .... .. .. .171 S ,.. '� AL NI" B © 9 © v v-- N LEFT (NORTH) ELEVATION4 SCALE: 3/32"=l' -O" EIFS RLVEALS -•ink EXTERIOR WALL 0 ip Oil 103 49 8 11 TCP OF WALL ill 34'-0" R.D. EXT. ELEVS.0 EXPANSION E0. 9 / 8" 8'-9 5� :-8" E0. AT CLERE EQ. ORY E0. E0.-9 1/8% 6'_g' SEE 23/61.2E R.O. AT CLERESTORY ! r / / .-�.+..•---� .- -- -4---.-_ _ -.. T.O. FRAMING f1-129 -B TA. PANEL 1 1 1 1 1 1 1 1 1 �---- -- ' EL=125 -10" JOINT _ 6" REVEAL SEE ELEVS. U ADJACENT WALL SEE D/65.1 - 1 1 1 1 1 ,1 I I L 1 L 17I:1I • • ELEVS. REVEAL TO BE Fluski WITH EDGE OF OPENING • . .� ENTRY OPENING - SEE 6/A3 / • k •i1.11711111 il.l �1 11 I� , Ii 11 I1I1I1'r t11II+ I I I I I I I- I Ii ..._- * -.1-........,--- 1 I II.I1SI TI I L I I lII.�11 f_...• , • T I L• 1 REVEAL - SEE DET. 23/A1.2 .. .._ _.. I11I111I 1I 1I IIT - �.: i. _ -:_ �- T 11 - 1. IT 1111 .I I. . + ---. ._..r-_^=-}-_ ` a off,-,- -. --e - _ - .. ri ■ II II TI Cirri 1..I- 1.. IC.. ILL . I 1" F A / I .L 6 12 J FIN. FLOOR E1= t 00'-O• REVEAL AT CORNER 42 EXPANSION JOINT AT REVEAL 36 NOT USED 30 NOT USED 24 NOT USED 18 STOREFRONT ELEVATION BEHIND GATEWAY 5 A3-42 105/09/06 I SCALE: 1-1/2"=1'-0" A3-36 1 03/22/06 I SCALE: 1-1/2"=1'-0" 1 1 SCALE: 1 I SCALE: 1 1 SCALE: 1 1 SCALE: 3/32-=1'-0' KOHL'S - TUKWILA, WA 11152 17200 SOUTHCENTER PARKWAY TUKWILA, WA 98188 DEVELOPED BY. KOHL'S DEPARTMENT STORES, INC. N56 W17000 R®GEWOOD DRIVE MENOMONEE FALLS, WISCONSIN 53051 TEL (262) 703-7000 FAX• (262) 703-7105 ELEVATION KEY NOTES L'l ROOF UNE AT WALL OBUILDING SIGNAGE BY OTHERS OVER FINISH WALL SURFACE 4'-6" H., MAX 150 5F - FINISH CONTINUES BEHIND SIGNAGE OELECTRICAL LIGHT FIXTURE 0 DOCK SEAL - FACTORY FINISHED - SEE DETAIL 28/62 O DOCK BUMPER - FACTORY FINISHED - SEE DETAIL 28/A2 O TILT -UP WALL PANEL JOINT O CANOPY OELEMENT BEYOND O TILT -UP w/ CMU SCREEN WALL 10 2-1/4" HIGH CONC. REVEAL - SEE DETAIL 21/A1.2 11 PRE -FINISHED ALUMINUM PANEL TO MATCH STOREFRONT COLOR 12 BUILDING ADDRESS LOCATION 13 OVERFLOW SCUPPER [8" H x 4'-0' W] (SEE DETAIL 6/A1.2) 74 SEC0ONAL DOOR 5 NOT USED 16 AUTOMATIC SLIDING DOOR 17 OPEN STEEL STAIRS AND RAIUNGS - SEE DETAIL 28/62.1 16 PREFINISHED ALUMINUM BAND BY STOREFRONT SUPPUER - MOUNT CENTER OF RAND AT EL.11B'-5" - SEE DETAILS 22/A1.2 AND 34/A1.2 ,y DOCK DOOR TILT -UP PANELS - NO REVEALS BETWEEN DOORS PAINT COLOR CHANGE - EXECUTE STRAJGFR HORIZONTAL LINE 20 DFS CORNICE FINISH COLOR 9 COATING SYSTEM 0/ TILT -UP PANEL "PORFlDD BROWN" W/ POLISHED FINISH GROUT COLOR TO MATCH MAPEI #4 961-!A.lA BEIGE' 3/16" GROUT JOINTS. TYP. O COATING SYSTEM 0/ TILT -UP PANEL REVEAL 6 3 USED 'PIETRA ❑I GERUSALEMME" W/ FLAMED FINISH GROUT COLOR ID MATCH MAPEI 3/1 "ALMOND" 3/16" GROUT JOINTS. TYP. / 4 9 STONE -FINISH EIFS STONE -FINISH EIFS SYSTEM 0NOT I3 9 PORCELAIN TILE 12" x 24"COLOR x 3/8" NOM. [30x60cm] BY INT'L STONE DESIGN O TO MATCH "H" BY M.A.B. PAINT CO. eNOT USED a 002 SERENGETI BY DRYV!T OSTOREFRONT / CURTAIN WALL- PREFlNISHD BY MFR. O TO MATCH BENJAMIN MOORE COLOR -NORTHHIAMPTON PUTTY" -HC -89 O MAB. PAINT 0/ PRIMER 0/O GRC ACCENT HOLOR TO MATCH -EARTHLY -EA RUSSET' -2173-1O 9 ICI PAINT O/ PRIMER O/ DOORS & FRAMES O NATURAL GRAY 10 ICI PAINT 0/ PRIMER 0/ MISCELLANEOUS ITEMS O BONE WHITE BY KAWNEER PREEINISHED SHEET METAL (INCLUDING FLASHING, GUTTERS AND DOWNSPOUTS) r ICI PAINT FlEID COLOR - TO MATCH 'E" 12 E.I.F.S ICI PAINT ACCENT COLOR - TO MATCH "F" 13 BRICK PILASTER O TO MATCH BENJAMIN MOORE COLOR "CORK" -2153-40 9 TO MATCH BENJAMIN MOORE COLOR "PHILADELPHIA CREAM" -HC -30 OKYNAR "SIERRA TAN" "ALMOND" OKYNAR KYNAR "BONE WHITE" ^O 9 BRICK -MUTUAL MATERIALS INFORMATION ON THIS DRAWING TAKES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS RAVE CONFLICTING INFORMATION. NO. DATE BY DESCRIPTION 12-22-06 JMS REVISED PER PLAN REVIEW COMMENTS A12-22-06 Bid Set A A A A A RECEIVED CITYOFT MITA JAN o92001 A PERMITOA -`-. A EXTERIOR ELEVATIONS AND DETAILS SCALE: 3/32"=1'-0" SHEET: PROJECT #: 3079-11152 DRWN BY: CHK0 BY: BLDG. SUBMITTAL' 10/1 2/06 A3 BID SET 12/22/06 CEMENT BOARD ON 6 MIL MOISTURE BARRIERPREMIUM ^ V 1 ITO. 1011.1.11111110 F® .• _ METAL STUDS (SEE STRUCTURAL) MEMBRANE DENS DECK BD. HEATWELD ROOF PRE-FlNISHmf5'-11" METALFLASHING PREFINISHED METAL FLASHING CONC. CURB BELOW PORCELAIN TILE © MORTAR SYSTEM CEMENT BOARDROOFING RESISTANT BARRIER, SEE SPECIFICATIONSNV METAL STUDS 9•-2 3/4" CURB DIM. PREMIUM MORTARr.WEATHER YSTEM i 31/48'-11- 1/2"MEMBRANETOr/ PORCELAIN TILE 3 -0" n_ CONTINUOUS SEALANT�v� , SEALANT JOINT AT ` ' 2 •._ __. III,,, 7L— n CRC SURROUND _ u,1/4" PORCELAIN TILE • • ... _. __ ...\._1 ..... ,—_•-_ 4'-7 CURB DIM. .n VERTICAL CORNER JOINTS. TYP. ENLARGED CORNER , - \ v . '. METAL STUDS - _ " .. ■E "r; GRC SURROUND SEE STRUCTURAL CEMENT BOARD 6 MIL MOISTURE BARRIER I`� I� I m -N Y , A 111U1 CONTINUOUS SEALANT D/ BACKER ROD GRC GRC SURROUND DETAIL r " - - 5" 2'-8" MTL STUD OR RUNNER SET VERTICALLY .... . TPO AT GATEWAY 1 TILE AT GRC 37 ;d_4 1/2" B'-7 3/4" 2 1/2 A31-37 103/30/06 SCALE: 3".1'-0" A31-01 103/27/06 SCALE: 3"=1'-0' • 11 3/4" CEMENT BOARD 1� MORTAR JOINT GRC SURROUND BEYOND METAL STUDS & SILL TRACK .-�/ - VVA 6 MIL MOISTURE BARRIER Id CEMENT 90ARO IP GRC SURROUND CONT. SEALANT 0/ BACKER EASED EDGE UNPAINTED ROD CONC. BB Q -� STEEL COLUMN (SEE STRUCTURAL) �+ �• MTL. STUD OR RUNNER SET VERTICALLY / 2" METAL TABS 1 METAL STUDS (SEE STRUCTURAL) BARRIEROISRIRE METAL STUDS &SILL TRACK ,y ^• 111 ,��f r PORCELAIN PREMIUM MORTAR SYSTEM CONT.SEALANT BACKER ROD UNPAINTED CURB W/ SACKED TILE O/ CONC. .t,,,,,,;'NOI iv � � \ � ' ' Ili l.wvb441,0 iv (SEE STRUCT.) /-4I /2"_CURB W/ FINISH SACKED _ h r' FINISH PLANTING AREA °• r, IN : `O PLANTER FIN. FIR. AREA ' I - `� •.. �. .. - .___�--- 'rd^v .. li FIN. FLR. CONC. CURB BELOW MTL STUD OR RUNNER SET VERTICAIY \ =144.-4..' 5 >a 31 _ �� - PPP \ n ,r a -" , CONT. SEALANT GRC SURROUND FASTENER LOCATION PER MANUFACTURER'S n - p M S. 6 • D /, �. F� - '^t SPECIFICATIONS CURB AT GRC 38 GATEWAY COLUMN 20 NOT USED 8 CURB AT GATEWAY 2 A31-20 111/09/06 I SCALE; 1-1/2"- 1'-0" DRAWING.DWG I MM/D0/YY I SCALE; X-X/X". X' A31/A32-38 105/18/06 I SCALE:1-1/2•=1'-0- A31-02 103/29/06 r SCALE:1-1/2"e1'-0" 18•-11 1/2" 12'-11• 18'-11 1/2- f 14•W x 6"H G.I. SCREENED LOUVER VENT(S) PREFINISHED / CUT (1) TO ANCHOR Y TILE ® LIGHT FIXTURE F1)TURE THROUGH PREFINISHED _ � 4 TO MATCH "P" ON A3 A 3/8" JOINT METAL — FLASHING _ Allillift.C ROOFING MEMBRANE 15 A43.3 NOTE: PROVIDE METAL STRAP BACKING LIGHT FIXTURE STOP PRF-FlNEHFO BEHIND EACH (TYP.) 1 TOP OF FRAMING OF FRAMING - _- - #EFAL RAS -IND `- -- - --- --. --/ _ t-. EL. 127•_0 . .. -- --- _--_—_ __ E1= 12T-0" L� - -- ._ �_, �11, L i 1..— i— 4. —1-1--- - —L -I 1 I 1... 1 L.L.I.I 1.. 1 1.. I. L_ 1 I 1. I L_._L__--1 l.. _ i- 1 1 .I LIGHTING .L I _1..1_. _L L 1. i T . I_ T I -. -r i I o -1 I I I T i I 1__E 4 T - I l_ I L. L I 1 1 T ©- I - L I I T I PORCELAIN TILE - T T I .L T 3 I I_ Z 1= I- 7 1 i 1_. Z I l I T 1 T. l 1 i L T_ -T a , I L 1 1 ".. I _I� TAT T I I _1 I__ Z. ick�,. I I S i T i I I ..T r l L 1. I.. I-.. T -_S 1 Z_ - a. 1. 1_ 7: T 1 T=. I i I [ :I...I. i L I- Z: T T: I T L V+ I 1 i. 1_ 1-_ Z_ 1 L 1 T. I l T 1 L 1 i _I_ T T 7 _E T1 T -i_ - i .. _ _I _L - I 1 I i I_ I I _L_ i- i T T i i T I - METAL TRIM AgNi -- 1 1 T -__ ---- -- - ----- 1/2" 3 35/8TYP1/2"B I,/MTRIM i [ 1 _ .-- -...- T SEE VARIES ®CANOPY t . _ _ .- . -._-- 8115 PANEL GRC SURROUND J-908 W/ WHITE FACEPLATE - _ I I l I 1 L J -BOX W/ WHITE I i 1/2" .� 3'-3 5/8• PANELS W/ 1/2" JOINTS 10 EQUAL SPACES ®3'-4 1/8• D.C.` 1/2" I --1 4 TOP OF CANOPY ` LOCATE AT 1 t . FACEPLATE - L ' r - E1= SEE STRUCT. ., - m CORNER OF TILE TO MINIMIZE CUTS 11 --i ""[ I LOCATE AT [ L CORNER OF TILE 1 -_�. .L-- I I I. I I. I T I I. T_ f r ! C. M - SEE ELECTRICAL TO MINIMIZE CUTS _. N1 • .• DRAWINGS I [ - SEE ELECTRICAL Al I _ r "' 1 DRAWINGS .‘-'•- r `-. 1 I �� _._ --._ MEM — T ,. ■_ C. I -- - -L_ ..I_ \ GRC TRIM l _..I- .I I I 1 11_ 0 _ i- .L . 1-. I - -I - 1 I GRC TRIM ._1 I: I I I I DRC TRIM © r _1. T _ a .. - , • I I I L -- . [ .. 1 I N. 1._� a., ,,,,, 1 : I 1_ L- �• , i I: r I.1. CUT TILE _ —.I_ .L_ -I T 1 I 1 -F-- I [ I. r I- STOREFRONT r GLAZING I I T GUT TILE T1 Tr-�� l 1 1 I -I I ' _ I I [ I , M ® . ■- 1. _ _ ,_ „ . 11" „" . „ SCREENED SCREENED ER TO LOUVER VENT(S)PREUFINIS CLIT TLE � - _ I_ I.- CONC. CURB /�•-• PLANTER I I . [ I "� LL, ;r w _ ,, i `� I—. PREFINISHED ED 'P" ._ = - i —.._. MATCH ON A3 MATCH P- ON A3 1 ... r.._.[ / f L- I T- -L .. 0N15H FLOOR ~ 3-1- 3-1" 3•-1- 3'_1" EL= 100-0"-. ' / 9•-2 3/4" 32'-11" / / 9'-2 3/4" 9'-2 3/4" 32'-11" 9•-2 3/4" CUT TILE 3/16• / Y 51•-4 1/2" / / / 51•-4 1/2" 23 7/16" TYP. / / t LEFT FRONT ELEVATION REAR ELEVATION SIDE (MIRROR FOR RIGHT SIDE) GRC SURROUND GATEWAY ELEVATIONS 4 A31-04 106/30/06 I SCALE; 1/4"m1'-0" I '�' B) B.7 6.8 ( v v 7 J 7.3 v v 7.7 I 1 8 1 20'-0• 6 i/47- a 19•-5 3/4" 15'-5 3/4" 14'-6 1/4" 10•_0" / VERIFY W/ STRUCT. _ . VERIFY W/ - t / / - - 1 Rh 31A i I V' ® _ - A3.2 1NEP AM RUN CANOPY DRAIN DOWN TO BELOW GRADE STORM SYSTEM 5'-0- 410 5._0" 0 NV VP A32 1 o :%fi; pp !s:a##4h'####&&#####? / rs.. -7/- N ._ _ — - -,ii-0ii i33,i:l 0 Jr o c $L Q�l 4111) O a • - iii C1)_...._.. .. - i =..- - - 1 - - -.- • "� II fi I • - © li I IN1`1Y4- a� `�MEMBRANEING " ® ; glib I o a 1 _ _. ... _. _. _.._ __ __ ._.. .._. _.. —. I is $ 7� / ? 41 _.. .. .. ___ —II-__ ! _ `J J 1' \ 1 \ `2 LAYERS OF TPO ROOFING MEMBRANE ZONE a I 1 3" x 14' FRY ALUMINUM VENT SCREEN OR EQUAL AT UNDERSIDE OF CANOPY PANT TO MATCH ADN. i2 Ili" fill n \ - le N N 1 AT CANOPY DRIP SURFACE'^#,Ef,..#.E......s.,r,.:..::...x:o. 17 -5• 34 -0" SIM 17 -4 _. ,� 30 y // — — // a A3.3 1 a ) I 1-.0.5. - I _- �\ >UNEOF__ GATEWAY II __-- _ BB BB J. _. _ .... _ T - o ABOVE II o \— -� 2.-0 1/11• 0 in o CRICK �11� _ r -. -- _... � I 1 I 1-.0.5. m _ - � NO n O h ! f e VP._ r /-9 '1 3/4- 7'-10" e N a CI) 112) - o a 3'-7- 9'-0" ��--cc 8--11" t.:/ 8'-11- �: 8'-11" f / / 2G'-0- 6 1/4" /33•-0- 34•-11 1/2• 14'-6 1/4" 2'_4" / VERIFY W/ STRUCT. VERIFY W/ STRUCT. I CANOPY / GATEWAY ROOF PLAN 30 ENTRANCE PLAN 6 A31-30 111/09/06 I SCALE: 1/4"=1•-0• - 102/22/06 I SCALE: 1/4".1'-D" KOHL'S - TUKWILA, 17200 SOUTHCENTER PARKWAY TUKWILA, WA 98188 DEVELOPED BY. KOHL'S DEPARTMENT STORES, INC. N58 W17000 REGEWOOD DRIVE MENOMONEE FALLS, WISCONSIN 53051 T0.. (282) 703-7000 FAX (282) 703-7105 WA 11152 NOTES 1. GRC TO BE MECHANICALLY INSTALLED PER STRUCTURAL DRAWINGS, MANUF. SPECS AND LOCAL CODES 2. ATTACHMENTS OVER TILE 70 BE INSTALLED ® VERTICAL GROUT JOINTS ONLY. 3. ALL PANEL JOINTS TO BE CAULKED WM-1 SPOON FINISHED SEALANT TO MATCH PANEL PAINT FINISH SPECIFIED ON SHEET A3. SEALANT & BACKER ROD ARE TO BE INTALLED AFTER PANELS ARE PAINTED TY?. ® ALL GRC. NOTE: SEALANT I5 NOT TO BE PANTED. REVIEWED FOR ODE COMPLIANCE Arotorl1Fo FEB - 2 1007 City Of Tukwila ILDING DIVISION INFORMATION ON T1-05 DRAWING TAKES PRECEDENCE OVER 71-10 SPECIFICATIONS MANUAL IF THE DOCUMENTS 1-101/0 CONFLICTING INFORMATION. NO. DATE BY DESCRIPTION A12-22-06 Bid Set A A A A A A A A CITY Q CI I T 1 li r (gIKW(LA J"1,1 0 9 2007 PERMITOBITER ENTRANCE PLAN, ELEVATIONS AND DETAILS SCALE: VARIES PROJECT #: DRWN BY: 3079-11152 CHKD BY: - BLDG. SUBMITTAL: 10/1206 SHEET: 0 N T W A31 o 7 3:,^.338 Y'#F �I�i.r�z ,, -r ... ., j go ,--40614 •,$tf.2's%4;,v3.t�. 3#. ;1%%— KOHL'S - TUKWILA, WA 11152 17200 SOUTHGENTER PARKWAY TUKWILA, WA 98188 DEVELOPED BY - KOHL'S DEPARTMENT STORES, INC. N58 W17000 RIDGEWOOD DRIVE MENOMONEE FALLS, WISCONSIN 53051 TEL (262) 703-7000 FAX. (262) 703-7105 STOREFRONT GLAZING LEGEND PARTRION�_ 'V' - jr "SFI" 1 1/8" STARFIRE HUE WHITE LAMINATED/TEMPERED INSULATED SILICONE SECONDARY SEAL (LAMINATED LITE TO EXTERIOR) �' 1/2" STARFIRE HUE WHITE TEMPERED/LAMINATED 1-7/8" EIFS ,, b . D i151" 1" CLEAR HEAT STRENGTHENED INSULATED SILICONE SECONDARY SEAL • 1/4" CLEAR HEAT STRENGTHENED FLOAT DART GYP BOARD SOFFIT 1" HONEYCOMB BONE WHITE ALUMINUM PANELS (PROVIDED BY KLEIN-DICKERT/UNA-CLAD) "T" 1/4" CLEAR TEMPERED FLOAT "A" 1/4" CLEAR ANNEALED FLOAT PERIMETER SEALANT AT STOREFRONT SHALL BE WHITE AND ALLOW FOR A MINIMUM OF 50% MOVEMENT IN THE 1/2" JOINT 6" METAL STUDS R.O. 1/2" 4,_0 1/2" A ia 42 N GJ-ISLE55 STEEL CAP SEE -" - -- -- REFII FLASHING TO MATCH EIFS Fid__. PLYWOOD ISI DRAWINGS -HS CONC. TILT PANELS METLBONEWHE 5" METAL STUDS W/ F.R. 6 1 - i _ 26/0.3 2 . 6" METAL STUDS 2X WOOD BLOCKING / COLOR -EXTEND TO FAC• OF EIFS AND 2" MIN. VERT. BEHIND DENS -GLASS INSTALL W/ FINISH SIDA1111211 DOWN 1� GYP. BD STEEL ANGLE - o T T TT T To - _ i o CART PARTTTIO FILE MITRED GES SMOOTH m I .: 1" X 1" X 1/16" ALUMINUM ANGLE -BONE I / • • } , a ., ".• _�-, CONT. SEALANT WHITE 3" I.D. CANOPY DRAIN. CONDUCTOR. HOLD TIGHT TO CONCRETE PIER, ROUTE i _q I 31C 5/8" STRUCT. ik .,,., m 0 T T i SF II SF _ SF2 ..� I 3 5/8" METAL STUDS III EMI o N DOWN BELOW SLAB AND TIE INTO UNDERGROUND STORM DRAIN I7 1 31C - - . e.- • r a CONT. SEALANT L NE DF EFS ABOVE CURTAIN WALL SYSTEM (/ ! •, \ ry "YLL- 3 __. }1 _I1"'� 1/8" �. �__ / Il�p L ■ A m ■ nom■ _ T 4'-10' ALUMINUM BREAK ,083 METAL - BONE WHITE, I VERTICAL HORIZONTAL MULLIONS MULLIONS ELEVATION A ELEVATION B END CAP ELEVATION C 10 1/2" e . . 1 • A Q 4 5/8" GYPSUM BOARD 1'. 1s" x 1s" CONCRETE PIER BELOW, VERIFY W/ STRUCTURAL DRAWINGS I I m I 1.- GYP. / FURRING - SEE INTERIOR DRAWINGS r -_ 3 s �` - T Al - • N �_ 1 REVEAL 1-7/8" EIFS 0/ TILT UP PANEL .. - SEE STRUCTURAL LIMN, r DRAWINGS '- I'-, BOARD SOFFIT l'-8" VESTIBULE ELEVATIONS / CART CORRAL ELEVATION 311 DISPLAY WINDOW HEAD \\\ 1 7 A32-01 130/24/06 I SCALE: 1-1/2"=1'-0' 0.32-31 VEST 11 /09/D6 SCALE: 1/4"=1'-0" _ �"' R f 1 ='=�i.� I _ I i _ �I _ N I�•METAL AA•" CONT. SEALANT AA PREFINISHED FLASHING I [3] LAYERS 2x8 F.T. BLOCKING FINISH PER INTERIORS CURTAIN FACE OF EIFS PROVE �I OW - --- - - Li _ - -"- �-' .. -a SLOPE 70 DRAIN MIMI WBEAM PER 1 1/0" WALL SYSTEM CONT. SEPLPM 0/ BACKER 800 = 0.4•H +� CURTAIN WALL SYSTEM 5'-2" 1 CONT. SEALANTili 2" % 2" X 1/8" ANGLE -BONE I ALUMINUM WHITE ',11IP g" y '� 3 r 3/4- 1/2" N 2 5/8" CRC BEYOND ` N. ��■� \ 0/ PACKER ROD CURTAIN WA1 SYSTEM EDGE OF SOFFIT :DVE k f 1 EDGE AF FOUNDATION SLAB �II® _. .._.__. 9 Iii T.D. STEEL . - - / iir 1'-0 1 BOARD CONT. SEALANT ��' 111'-11" 'n 2" EMI CONT. A CURTAIN WALL SYSTEM SOFFIT ABOVE 1 -._ 1 ( 1 I _-...-.. I• SOFFIT 12'-1" i-- — _ PREFINISHED METAL PANEL II - RETURN THRU SEALANT 5} TOP AND BOTTOM. EXTENA ° m IIIC SEALANT CONC. FLOOR S N\ - —� I - - FLATSBEHIND OTHER — — \ ASSEMBLIES AT SIDES =;ft� SEALANT 3/4" CONC. RADIUS CONTINUOUS SEALANT MEI SIDEWALK 2% FROM STDREFRO CONT.D/ BACKER ROD t� _ - \ iv N FIELD -CUT 3/4" FLAT �' - PORCELAIN TILE 0/ GRC PANEL - ATTACH TO INISHED METAL PREMIUM MORTAR SYSTEM _ ��'�" CANOPY ABOVE 1 1 L ■ - — .------- — — ° '§ 1/21k .1' ■ •7 I4 j v A .1 PANEL WITH EPDXY i CONC. TILT -UP PANEL 05 CONT. SEALANT ,A N. SOFFIT ABOVE CURTAIN WALL SYSTEM , GRC AT FRONT ENTRY 38 DISPLAY JAMB © SIGN 32 NOT USED 26 CURTAIN WALL CORNER 2a CURTAIN WALL JAMB / CORNER 14 INTERIOR CANOPY EDGE S DISPLAY WINDOW SILL A32-20 VEST 1 11/09/06 1 SCALE: 1-1/2"=1'-0", A32-14 TU I 05/18/06 I SCALE: 1-1/2"=1'-O" A32-08 VEST / NV -00 I 11/09/06 I SCALE: 1-1/2"=1'-0" 0.32-38 I 05/18/05 I SCALE:I-I/2"=1'-0" A32-32 TU 2F I 05/18/06 I SCALE:1-1/2".1'-0" I 1 SCALE A32-02 I 05/18/05 I SCALE :1-1/2"=1'-0" PRECAST CONC. fill r --- C( PRECAST WALL COPING WALL CAP Mit 17'-5" R,0. TO MASONRY 34'-D" R.O. • CK OILDER BRI C1 r ../' • 17' -4 1/2" R.O. TO TILE 1/2^ 33'-11" F.O. f1/2" 17'-4" R.O. \,,,.1, 8'-8 1/2" g'_g' / 2 1/2" 3'-11 1/2" 2 1/2" 11'-10 1/2" 2 1/2"y'-0 2 1/2' 11'-10 1/2" 2 1/2 3•-11 1/2' r 2 1/2^ g'_e' s' -6" / / iNi AA'' •( [DOCK 510E1 • I DOCK SIDE I 4- SPLIT FACE j CMS W/MAS. i. nes ®1s" o.c. W/SOLID TOP COURSE LANDSCAPING SEE CIVIL PLANS '' ti. . • _ 7-1/4" CONC. TILT -UP PANEL FIN. FIR_ 4" SPLIT FACE CMU W/MAS. nes ®1s" oc. W/SOLID TOP COURSE LANDSCAPING SEE CML m PLANS N 7 , !!� • - 7-1/4" CONC. TILT -UP PANEL FIN. FIR. N r - 'ry ... —.— ---.. — �' r I 4'-10" R.0. 4'-10" R.0. • _ - I j - 0. n - j ` P I L_--- P P _ P I / �� 1 2 or 'l. I N., o yT VT ci u� \ I 1 V HSI V HSI V o te\ VT 0 VT VT VT 0 .��,;. '� EL.=,oO-0 • N44.:,= -0:0A• y"�, -";aY "�Y,;y;:�v='•%.f .. a� EL =70 :,-£,�� rVLR. 4" SMOOTH FACE 2r7; ^ $ COMPACTOR SLAB y"ti e;Y� 4" SMOOTH FACE �_� -s ;+-:+; COMPACTOR SLAB p d •- •m 0 0. 0 w 0 0 0) p v +\ - VT VT - = - �I • ;; of / \ VT vr ' ur v -r - j io VT j- 20 vr V in - I CMU W/MASONRY CMU W/MASONRY TIES 0 16" O.C. TYPICAL 1. TIES 0 15" D.C. TYPICAL BELOW GRADE :"';3�f;F'Fi,ifi:a_{'.Ts, _£•-n:=3:?`u'+:i-;`''= -'` CUT CMU-c�..�#'...,�,..,,e�w�r- , na'-!t^`iM:VIP =:'' ;`a; ;_Y,•- : T.O. FOOTING is. ,`ei, BELOW GRADE ••-",i` "_s .W _ CUT CMU _.. u.,.a 5 t._1.eA:A.,i "�=� %:'s^`xa; T.O. FOOTING _ .:�-c:: .>. - _ Ca ' \ 0.3 .2 - \ o N iv • 0 1 SF' i yT VT yT VT —'--� SFI \ VT : o VT VT VT N.. COURSE AS `.'-{� ?-�;;• EL =SEE STRUCT. REQUIRED {y;.j • .M,. 5{ COURSE 3$ f`��..y_';t_ EL.= -SEE STRUCT.� REQUIRED ;�).: Fi.�:v:•d: # .`: - - Ell ■ ,�� tl� 4 I/4' 1 't. J" H• 4 S/4• j1 N _ m 4" HURI/UN MULLIONS- IA �r �;" '� 4' 5- .< rk/ N_ v 8'-4 3/4' 8'_4 3/4• 4.-5. \ ..��{y,{,•-�`:•tif v •, .Tw-,�;'r,.-ti_.. :w'f:"' r -as.• i;;F ...,{ + ie'n,:. �{:.:4+',V:n%..:-'•::;:y:=ly::ycy_ �`:•r? .r,yL - ; :J,:,52.., : •:5;":•i {h- f c'.,}A :'; N%4`r1T' 'niyi '-J.a �y''.:.»ws : _J_.9•jy`f":n� a_r+ F -:w �3; �;r=:•:::b;,x •�[ s,r.� --.--.° 11127 2-1/2" VERTICTAL , AZ 2Ur / 4'-7 1/2" F.D. 4'-7 1/2" F.D. 17'-2 F.0, / MULLIONS / m 17'-0 F.D. ' / 32 2 1/2",,,A" 1" , 2 1 in 14 / 0.3 .2 2 1/2" - 4'_2" 1 11'-8 1/2" 1" -0 1" 11'-8 1/2" 4'-2" 2 1/2" Vir ValA3.2 2 1/2 '2 1/2" 34'-4" F.D. ELEVATION E ELEVATION A ELEVATION B ELEVATION 0 ELEVATION 0 SCREEN WALL SECTION 40 PILASTER SECT. @' COMPACTOR 34 CURTAIN WALL ELEVATIONS 4 A32-40 110/11/05 I SCALE: 1/2"=1'-0" A32-34 112/20/06 I SCALE: 1/2"=1'-0" A32-04 2F 1 11/09/06 I SCALE: 1/4"=1'-O" AIM irk rr DCRILLECORATENE TYP METAL Da? isp 3 PRECAST CAP I.. LINE OF BUILDING (illlll VI Mrr ILl11II I 0 j'� j^� �\ �� 11111(1 PRECAST WALL CAP PANEL TILT -UP WALL 1111111 II �I STAINED CEDAR GATE � NOT USED L! �!_ 11 .51��✓ ��! \`� 41 iil�i i— .�. _'_'_ _------ -- Y _ - ... ilii... — _—___�... I I SCALE: unuir am.- 11iilif IIIIFIL SIDIU II= I I 11 1Ill . --- _ . ___-.. MI II LINE OF LOADING DOCK - BEYOND I .1 LINE OF COMPACTOR PAD - BEYOND j 4'-0" 10'-0" 15'-8" 2-0" 15'-8" 2'-0" 24'-3 1/2" 2'-0" 15'-8" 2'-0" 15'-8" 2-0" 2'-0" 17'-7 1/4" / / / / / / / / 98'-71" / / 19'-7 1/4" / / / / NOT USED 42 COMPACTOR & LOADING DOCK SCREEN WALL ELEVATION I I SCALE: xi 152-DOCK-ELEV-A32-06 1 10/11/05 1 SCALE: 1/4" = 1'-0" 7 3:,^.338 Y'#F �I�i.r�z ,, -r ... ., j go ,--40614 •,$tf.2's%4;,v3.t�. 3#. ;1%%— KOHL'S - TUKWILA, WA 11152 17200 SOUTHGENTER PARKWAY TUKWILA, WA 98188 DEVELOPED BY - KOHL'S DEPARTMENT STORES, INC. N58 W17000 RIDGEWOOD DRIVE MENOMONEE FALLS, WISCONSIN 53051 TEL (262) 703-7000 FAX. (262) 703-7105 STOREFRONT GLAZING LEGEND „ Yr 1" CLEAR LAMINATED/TEMPERED INSULATED SILICONE SECONDARY SEAL (LAMINATED UTE TO EXTERIOR) 'V' 1" CLEAR ANNEALED INSULATED SILICONE SECONDARY SEAL "SFI" 1 1/8" STARFIRE HUE WHITE LAMINATED/TEMPERED INSULATED SILICONE SECONDARY SEAL (LAMINATED LITE TO EXTERIOR) "SF2" 1/2" STARFIRE HUE WHITE TEMPERED/LAMINATED Sr" 3/8" STARFIRE HUE WHITE LAMINATED i151" 1" CLEAR HEAT STRENGTHENED INSULATED SILICONE SECONDARY SEAL "HS" 1/4" CLEAR HEAT STRENGTHENED FLOAT „P. 1" HONEYCOMB BONE WHITE ALUMINUM PANELS (PROVIDED BY KLEIN-DICKERT/UNA-CLAD) "T" 1/4" CLEAR TEMPERED FLOAT "A" 1/4" CLEAR ANNEALED FLOAT PERIMETER SEALANT AT STOREFRONT SHALL BE WHITE AND ALLOW FOR A MINIMUM OF 50% MOVEMENT IN THE 1/2" JOINT MEWED FOR DE COMPLIANCE rortnewco FIB - 2 2007 City Of Tukwila ILDING DIVISION INFORMATION ON THIS DRAWING TAKES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFLICTING INFORMATION. NO. DATE BY DESCRIPTION A12-22-06 Bid Sat A EkCEIVED n Ci=i ` T?JltW LA JAN 0 0 ?007 A A PEW -CENTER o CV STOREFRONT ELEVATION AND SCREEN WALL ELEV. AND DETAILS r SCALE: VARIES SHEET: I"' PROJECT #: 3079-11152 w DRWN BY: - CHKD BY: - BLDG. SUBMITTAL 10 12 06 A3.2 a CO KOHL'S - TUKWILA, WA 17200 SOUTHCENTER PARKWAY TUKWILA, WA 98188 DEVELOPED BY. KOHL'S DEPARTMENT STORES, INC, N58 W17000 RiDGEWOOD DRIVE MENOMONEE FALLS, WISCONSIN 53051 TEL. (282) 703-7000 FAX (202) 703-7105 11152 REVIEWED FOR DE COMPLIANCE Ann nortiMID FEB - 2 2007 City Of Tukwila LDING DIVISION INFORMATION ON THIS DRAWING TAKES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFL)CTING INFORMATION. NO. DATE BY DESCRIPTION A12-22-06 Bid Sat A Q A A rpt r�� tKWtLA IFIFeEkliED A JAN oS2001 A A PETAT C ITER A A GATEWAY DETAILS SCALE: Q N N VARIES SHEET: I_ A3.3w`i PROJECT #: 3079-11152 DRWN BY: — CHKD BY: — BLDG. SUBMITTAL: 10/12/06 �B r--- 6 MIL. 6 MOISTURE BARRIER(SEE CEMENT BOARD MIL. STUD FRAMING STRUCTURAL) 6 MIL MOISTURE BARRIER CEMENT BOARD 3 MTL. STUD FRAMING (SEE STRUCTURAL) DENS DECK BD. 3' � / ./",... .,i.i .i,'i ,/, /'/,i,'iv, 474.'/'/' 'i.v.'i. ... .. .. `. yam/ • 1•x2"x1/4' STEEL DIAGONAL BRACING r TYP. - 1x6, STAINED, / CEDAR GATE PANEL / iiTIIIi 3/15 En PREMIUM MORTAR / TPO ROOFING MEMBRANE - HEAT WOOD NAILER PREFlNISHED SLOPE .__....._ - .. SYSTEM SST MORTAR SEAL OVER FLgSHING PORCELAIN TILE SYSTEM PORCELAIN FLASHING ED METAL GRC BELOW ... ......... TOP OF GATE 33 - I _ _ - - _ _ -- - _ _. - -- _ --i .. - - - - - - - , rr _. -- i jr 106'-0" EL = 06'-D COMPACTOR ENCLOSURE SEE EXTERIOR ELEVATIONS METAL FLASHING JO. STEEL __. .__ ___ -..— r ADD SHE SECT10N5 METAL STUDS CONT. SEALANT T �,•3 N •t5.� _ \ _ _ _ _ lC _ _ _. _ _ 'J .� Y V 4 •. ..... .. ... 1 TYP - 2x4 GREEN TREATED FRAMING BOLTED TO STEEL FRAME CONTINUOUS SEALANT ,,, TILE / TPO TRANSITION 1 EFS ON 1/2" DENS f GLASS SHEATING ON 1-1/2" METAL STUD FRAMING �� y� DO NOT EXTEND MORTAR BED INTO A33-01 1 04/04/06 1 SCALE: 3"=1'-0" I•`! ,:',., _� _ " _ _. _ _ _ _. _ _ _. _ _ _. _ ._-_�_� 1 1 iTrr[Tr JILL LL ___ _ 6" CONCRETE -FILLED BOLLARD. EMBED INTO FOOTING 48" MIN. PANT TO MATCH BLOCK TYP. - #2003 GALVANIZED LARGE STANDARD HINGE BY GUARDIAN GATE PRODUCTS. (1 1/2) PAR PER GATE. WELD TO GATE FRAME AND POST o _ 1. i ••`, �� CONTROL JOINT, TYP. �' a •'1 ^ �' n 9 ° ,� a 7 ,� 7 `� �1 t 6 MIL MOISTURE BARRIER CEMENT BOARD 3' METAL STUD FRAMING (SEE STRUCTURAL) DENS DECK BOARD 3• CONTINUOUS SEALANT 2 2' 7 2" - ROOFING MEMBRANE APPROX. GRADE ®COMPACTOR METAL TAPERED RIGID INSULARON -rte CANE BOLTS (TYP.) LOADING DOCK WALL SLAB EL- 98 -O" I I PREFINEHED ARAPEi VENT PORCELUN TILE __ _ .. ._.. _ :..:.-_.._.. J EASED PRIOR SLOPE 1/8" PER I FOOT F M TD ROOF MEMBRANE 1 PREMIUM MORTAR SYSTEM I rel.. - 2x6 GREEN TREATED FRAMING; TOP, BOTTOM & EACH END BOLTED TO 1 �... - TYP - CONCRETE FOOTING; 12'002'd SONORJBE - CEMENT BOARD 0/ 6 MIL MOISTURE BARRIER - - - ;r ll 3/16' CONCRETE TILT -UP PANELS iy n `, TPO ROOFING MEMBRANE - HEAT SEAL OVER FLASHING 2%2%1/4' STEEL TUBE FRAME LJ 1 LJ METAL STUDS (SEE STRUCT.) PRDAIUM MORTAR CONT SEALANT Arth �'^ DENS DECK BD. SYSTEM PORCELAIN TILE GRC SURROUND DONT. SEALANT NV BEH EXTENDS s • W BEAM SEE STRUCY. PREFlNISMEO METAL FLASHING CONCRETE TILT PANEL 1/2' CONT. SEALANT 0/ BACKER ROD BEHIND TILE � PRE -FINISHED META FLASHING CONT. SEALANT BEYOND GRC SURROUND _ ", .., GATE ELEVATION AT COMPACTORS 32 TILE CONTROL JOINTS 8 GRC / TPO TRANSITION �_ 2— �- I ' = _-_ 14 I .�., STRUCTURMETAL AL) (SEE A33-32 12/19/06 SCALE: 3/8" = 1'-0" P.33-08 7U 04/25/06 SCALE: 3"=1'-0' A33-02 1 05/18/06 I SCALE: 3"=1'-0' B� lel ] 0 ,_,,.. `�� LOADING DOCK RETAINING w/ 42- HIGH CHNNLINK WALL FENCE u 1 ��......� Ad FOIL ACE INSU ON "� -�_ 2"x2"x1/4" STEEL TUBE 2x6 GREEN TREATED FRAMING,. BOLTED TD 2�x2'xi/4" STEEL FRAME iy / SEE NC TE3 F G I 900FING MEMBRANE I VIII +i� III 11I TUBE FRAME 6' CONCRETE -FILLED STEEL BOLLARD; EMBED IN 12-0 x 72'4 � 2" r _ '�° _ 1 .4 - I PREFINISH ED METAL FLASHING ��r� it �i_� _~ / CONCRETE FOOTING / •' / EFS 0/ DENS . 2x F.T. . BLOCK 't • ,, / R=75'-0" GLASS BD. CONT. SEALANT INSUL MIL I Bu Abh, B.O. FRAMING R=74'-8" 4• BACK OF CHANNEL PANE STOREFRONT ASSEMBLY 3 1/ 1 SEE SECT10N5 1_-.__. __. ,. �. ....-.-.___ Eg'a`ii FRONT SIDE , "' 3 -10" GRC SURROUND GRC SURROUND REAR SIDE .' ... HINGE BY2003 GUARDIAJ GAIZED LARGE TE PRODUCTS.STANDARD PAIR PER GATE. WELD TO GATE BOLLARD ..�.... �..m. ,a...� i (11 1/2) 1x6 NER1SCAL CEDAR COMPACTOR BOARDS SCREWED TOI WALL FRAME & 2x4 WOOD FRAME ELEVATIONS) / TERMINATION BAR ni / -_ / _ _. _ . . WOOD BLOCKING CO LAT FLASHING [3] LAYERS 2x8 TRASH/RECYCLE GATE DETAIL 33 GRC GATEWAY SOFFIT, SURROUND u CORNICE DETAIL 15 ROOF MEMBRANE EXTEND MVERTICALLY F.T.L. BLOCK'G DENS DECK BD. 1-1/2' METAL DECK ROOFING TAPERED RIGID W BEAM PER 6TRUCT. A33-33 02/18 05 SCALE: 1"= 1'-0" 1 / I A3.3-15 10/11/06 SCALE: 1-1 2' =1'-0" l I / INSULATION _1.3 'el`',� • SLOPE TO GRAIN CANOPY DRAIN - _: "'•ate i.0. STEEL / I _VMMIVM .. .. .. .. .. -J 1 J �11 1 ft�I 11V-11" CRC PER MANUF. SPECS �� 1' METAL STUDS (SEE STRUCT) "`. ■■■Ij .__. __ _ ' __ ___Olt .� "W BEAM (SE STRUCT ) 2 1/2" MTL. STUDS (SEE STRUCTURAL) 5/8' EXT. GRADE GYPSUM CEILING BD (PAINTED) STEL CHANNEL (SEE RUCTURAL) 4• CONTINUOUS SEALANT / CURTAIN WALL SYSTEM / _ql NOT USED 40 NOT USED 34 NOT USED 28 NOT USED 22 NOT USED 16 ENTRY CANOPY ASSEMBLY 4 1 1 SCALE: 1 1 SCALE: I 1 SCALE: 1 1 SCALE: I 1 SCALE: A33-04 f 06/30/06 1 SCALE: 1-1/2'-1'-0" STEEL COLUMN STRUCTURAL) FASCIA PANE BEYOND WEATHER RESISTAM EIARRIER GRC INSTALLED PER ----- MANUFACTURER'S SPEC. TERMINATION BAR TO GRC PANEL - - (SEE GRC SURROUND CEMENT BOARD ORHEARREEDR SURE -WELD OVED AL ROOF MEMBRANE TO EXTEND (TPD) MEMBRANE OVERLAP 2X4 5VOOD BLOCKING irk - - /II METAL DECK (SEE STRUCT.) "W" BEAM (SEE STRUCT.) PERIMETER CONTINUOUS ROOF MEMBRANE TAPERED RIGID INSULATION 4" 6' �• : __ - - __ \ I /I \ `L J COUNTER FLASHING \- ,j` 8" ABOVE DECK MIN. WOOD BLOCKING /// ROOF MEMBRANE PRESSURE SENSITIVE CURED COVER STRIP In GRC PANEL (SEE NOTE BELOW) DENS DECK BD. CONTINUOUS SEALANT•�j N GRC FASCIA METAL FLASHING i 11111 w METAL DECK SURE WHITE ADHERED ROOFING SYSTEM / _� 11 1'4:- i i $ I/\ r( - _ _ ` ce, .� _ ' • •. _ - w•BEAMS (SEE STRUCT.) '". - — �{ -r METAL DECK CARUSLE DETAIL SW -12A DR B OR rte.. 1611r. .4 Si - - - . • NOT USED 4 1 CARLISLE DETAIL APPROVED EQUAL SW -12A OR B OR APPROVED EQUAL _.l - - DENS DECK BOARD STEEL CHANNEL (SEE STRUCTURAL) METAL STUDS - I SCALE: - a METAL STUDS (SEE STRUCT.) � ••% •." METAL STUDS 11111111111111117 TO PANEL JOINT 1 fill FIELD CUT VERTICAL GRC PANEL TO RECEIVE GRC FASCIA PANEL h i 1 / (SEE STRUM ) CONT. METAL STUD (- ._._ J ` I ` _--. --- -- _ ..._ . _. n -eJ �� -_-- - ° F ELD-CUT BEYOND _ PANEL FLAT GRC PANEL (12" x 9 1/2" APPROX.) CH TO INISHED METAL AWITH EPDXYali 1i 1 EXTERIOR GRADE GYPSUM - -- ----- ---- - - - -� t - r -- -_ o - CE]LING BOARD (PAINTED) STEEL CHANNEL (SEE STRUM) a " _-. .. - _ CONTINUOUS SEALANT IXTERIOR GRADE GYPSUM _- --, _ = Y ` __ ____- . __ :;.] VENT SCREED SE, 5 1/2 8' CONTINUOUS SEALANT + BOARD (PANTED) DETAIL30fA3.1 METAL STUDS (SE STRUCT) 5/e' 051 GRADE GYPSUM BOARD (PAINTED) / / GRC SURROUND CEMENT BOARD GRC SURROUND 1 METAL FRAMING (SEE STRUCTURAL)_ NOTE: CLEAN SURE WELD MEMBRANEF(OR _. .. I L 6 MIL MOISTURE BARRIER `r STEEL CHANNEL (SE APPROVED WEATHERED ELME MEMBRANE CLEANER. RIM H SURFACE WITH HP -250 PRIMER (OR CONTINUOUS SEALANT METAL STUD (SEE STRUCT) APPROVED EQUAL). APPLY THIN COAT OF CRC SURROUND CARLISLE SURE -WELD SPECIFICATIONS AND DETNLS (OR APPROVED EQUAL) SHALL BE FOLLOWED. STRUCTURAL) EP -95 SPLICING CEMENT (OR APPROVED EQUAL) AND ALLOW TO TACK OFF PRIOR TO APPLYING CURED COVER ::TRIP. STOREFRONT BEYOND ADJACENT CURTAIN WALL V. _-__-.._ _.. .. ._ - .._ NOT USED 42 ROOF AT CANOPY DETAIL 30 ROOF AT CANOPY DETAIL 18 CANOPY SIDE EDGE I 1 SCALE: A33-30 1 04/04/06 1 SCALE: 3"=1'-0' A33-18 1 11/09/06 1 SCALE: 3"=1' -0' A33-06 1 05/30/06 1 SCALE: 3"=1' -0' KOHL'S - TUKWILA, WA 17200 SOUTHCENTER PARKWAY TUKWILA, WA 98188 DEVELOPED BY. KOHL'S DEPARTMENT STORES, INC, N58 W17000 RiDGEWOOD DRIVE MENOMONEE FALLS, WISCONSIN 53051 TEL. (282) 703-7000 FAX (202) 703-7105 11152 REVIEWED FOR DE COMPLIANCE Ann nortiMID FEB - 2 2007 City Of Tukwila LDING DIVISION INFORMATION ON THIS DRAWING TAKES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFL)CTING INFORMATION. NO. DATE BY DESCRIPTION A12-22-06 Bid Sat A Q A A rpt r�� tKWtLA IFIFeEkliED A JAN oS2001 A A PETAT C ITER A A GATEWAY DETAILS SCALE: Q N N VARIES SHEET: I_ A3.3w`i PROJECT #: 3079-11152 DRWN BY: — CHKD BY: — BLDG. SUBMITTAL: 10/12/06 Ll Alk Mgr 9 c„.••••1^ Qr q: 0 a O N 55_ 4.5 NOTE: NO RTUS PERMITTED ON MEZZANINE ROOF VALLEY 0 a 9 0 10 L. .")611,+ O te 6 2,)4 3.3 3.7 w a a 0 N VALLEY o ,o h' eP A.9. r CM-et T oiila BOLOG 050 TYP. 0 \ AA KOHL'S - TUKWILA, WA 17200 SOUTHCENTER PARKWAY TUKWILA. WA 98188 DEVELOPED BY. KOHL'S DEPARTMENT STORES, INC. Nye W17000 RIDGEWOOD DRIVE MENOMONEE FALLS, WISCONSIN 53051 TEL. 1262) 703-7000 FAX• (262) 703-7105 11152 ROOF PLAN KEYNOTES ODUCTWORK HVAC UNIT - REFER 70 MECH. DWGS. FOR QUAFRTTY & - REFER TO STRUCTURAL DRAWINGS FOR SUPPORT - REFER TO PLUMBING DRAWINGS AND ELECTRICAL DRAWINGS FOR HOOK-UPS. O TAPER INSULATION AT ROOF DRAIN FOR POSI7NE DRAINAGE O TAPERED RIGID INSULATION CRICKET. CURBS AND PLATFORMS MUST BE HIGH ENOUGH TO BE ABOVE CRICKET (1/4" PER FOOT SLOPE) AT THE HIGH SIDE OF ROOF. O ROOF ACCESS LADDER - SEE WALL SECTION J/A5.2 O PROVIDE CRICKET AT HIGH SIDE FOR POSNNE DRAINAGE O SIDEWALL OVERFLOW SCUPPER - SEE DETAIL 6/A1.2 OFROST -PROOF FLUSH MOUNT WALL HYDRANT - SEE PLUMBING DRAWINGS O ROOF MOUNTED EXHAUST FAN SEE MECHANICAL DRAWINGS OSECOND 8 LAYER OF TPO ROOFING AT ROOF ACCESS AND AROUND EACH ROOFTOP UNIT - 6'-0" WIDE, TTP. (WALK AREA) C. SINGLE PLY MEMBRANE ROOFING 11 RIGID INSULATION - MIN. "R" VALUE R-24 OVER METAL DECK. 12 G.I. RAIN DNERTER @INDICATES GENERAL LOCATION OF SATELLITE DISH & ANTENNA COORDINATE LOCATION WITH KOHL'S 14 ROOF DRAIN AT CANOPY BELOW MAIN ROOFLINE 15 NOT USED 16 SECURITY CAMERA 17 WATERPROOF BOOT FOR SECURITY SYSTEM 16 MEMBRANE ROOFING OVER STRUCTURAL BRACING ROOF PLAN NOTES I. GENERAL CONTRACTOR I5 RESPONSIBLE FOR COORDINATION AND SIZE VERIFICATION OF ALL ROOF OPENINGS AND MECHANICAL PLATFORMS AND CURBS WITH MECHANICAL CONTRACTORS. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH EQUIPMENT MANUFACTURERS, MECHANICAL CONTRACTOR AND RELATED SUBTRADES PRIOR 70 INSTALLATION. 2. R1.I1R TO STRUCTURAL DRAWINGS FOR LOCATION OF FRAMED OPENINGS FOR RTU'S AND OTHER FRAMED OPENINGS. GENERAL CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN STRUCTURAL & EQUIPMENT ON ROOF FOR FINAL PLACEMENT 3. ROOFING MATERIAL MECHANICALLY FASTENED SINGLE PLY TPO MEMBRANE WHITE IN COLOR (FULLY ADHERED AT VERTICAL APPLICATIONS) 4. FOR ROOF ELEVATIONS REFER TO STRUCTURAL DRAWINGS. 5. GENERAL CONTRACTOR TO SUPPLY AND INSTALL FOUR STAINLESS STEEL EYE BOLTS FOR KOHL'S USE. LOCATION TO 85 DETERMINED. 6. ROOFER TO BE RESPONSIBLE FOR ROOF WATER NOT TO POND. ROOFER TO ADVISE KOHL'S PROJECT MANAGER PRIOR TO STARTING IF A PROBLEM EXISTS. 7 ROOFER CONTRACTOR MUST INSTALL ROOFING SYSTEM PER MANUFACTURERS REQUIREMENTS. 8. ROOFER CONTRACTOR I5 RESPONSIBLE TO PROPERLY FLASH AND MAKE WAIU-IIGHT ALL FLASHING BY SECURITY CONTRACTOR. INFORMATION ON THIS DRAWING TAKES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFLICTING INFORMATION. NO. DATE BY DESCRIPTION A 12-22-06 Bid Set A A A 0 A „ C T KWIC JAN 9 20070 PERMITCEMTER A q3 -B) ROOF PLAN SCALE: 3/32"=1'-0" SHEET: PROJECT #: DRWN BY: -- 3079-11152 CHKD BY: -- BLDG. SUBMITTAL: 10/12/06 A4 BID SET 12/22/06 7.7 l 10'-O" 8) BB AA T-8 1/2" 4'-11 1/2" ` (A) 2•_a^ f / PLANTING AREA - SEE LANDSCAPE DWGS. BB }• AA 7•-8 1/2^ 4•-11 1/2" i' Cli) OMETAL © 0 5/8" EXT. GRADE GYPSUM CEILING BOARD 1 EIFS o/ DENS GLASS BOARD i 2'-4" 0/ CONCRETE TILT -UP PANEL 10 / ® 11 STRUCTURAL JOST - SEE STRUCTURAL DWGS. 12 MEMBRANE ROOFING 0/ RIGID INSULATION OR DEN5 DECK BD. 13 METAL DECK - SEE STRUCTURAL DWGS, 0 DIAGONAL BRACING - SEE STRUCTURAL DWGS. 2 -2 1/" — — _ •0PP.D 6 NOT USED 17 _ _ 18 5/8" TYPE 'X' GYP. BD. 19 SUSPENDED ACOUSTICAL CEILING - SEE REFLECTED CEILING PLAN _ _ _ 21 PREF1NISHED ALUMINUM STOREFRONT SYSTEM 22 1 23 NOT USED TOP O/ FRAMING FIELD CUT GRC AROUND BEAM TOP 0 FRAMING fr• 26 NOT USED 27 INSULATED CLEAR GLASS TOP O/ FRAMING j= --_ I0" 0 MEMBRANE ROOFING 0/ EASED DENS DECK BD. EDGE 31 NOT USED l - ';- _ GLASSFIBER REINFORCED CEMENT EL.=130'-10"L=730'-10" J PORCELAIN TILE •13' I I o- J 1 37 NOT USED 73 �� - 1 1 FACE BRICK SOILDER COURSE - MODULAR SIZE (2 1/4" x 3 5/8" x 7 5/8") 75x 1 1 0 4"x8"x16" SMOOTH FACE CMU 77 8^x6"x16" SMOOTH FACE CMU 78 6 LIMESTONE CAP TAPERED TO FRONT AND BACK. O ' S 1-78' EIFS I+� SIM ® s 15 14 5/8/ GENS GLASS BD. 8" METAL STUDS ® 16" O.C. 1/2- DENS DECK BD. ROOF MEMBRANE NW ---.. _ 15 1-7/8" EIFS L _ _,_, 1O5 ( I _, ._...._..- - -..- I 1-7/8" El FS 5/8" DENS GLASS 80. 6" METAL STUDS ® 16" D.C. 1/2" DENS DECK BD. ROOF MEMBRANE zg 1 .• . r. f• �'3 �_ 1 5/8" DENS CLASS BD. 8- METAL STUDS 0 16" O.C. /2" DENS DEOK BD. 1/0123"F ROOF MEMBRANE " • ;O 4 -� itTOP 0/ FRAMING ._.._ -._ T. -... O TOP 0 FWMING I 1 _ __ EL=127 -0" - \ \ J 1 i ® 14 E.=127•-0" I baa: ._ . \/ i, 12 7 _.... r: / Vill- TG O FRAMING VP (� I I EL.= 25'TOP /1 5/8I" 8� B�s" I i0E5O�N i C F .__.. _.. _. ... _ � �•' J METAL STUDS D.c. AIR SPACE I TOP 0/ STEEL I /STOP pI STEEL "7 . A1.2 • VL=123'-10' -- 15 O 1 EL123•-1D' ` _ T ,_,-, - ° 7-7/8" EIFS 12 13• O • _ "> I CONCRETE TILT -UP PANEL AIR SPACE 1/2' PORCELAIN TILE , r 1 2" PORCELAIN TILE s / "> o©. ® 12 PREMIUM MORTAR SYSTEM 1/2' CEMENT BOARD , 70 ROOFING MEMBRANE , 'v 1 J • • a PREMIUM MORTAR SYSTEM 1/2' GEMENT BOARD 6 MIL• MOISTURE BARRIER 8" METAL STUDS 0 16" O.C. ,/2" DENS DECK BD. ROOF MEMBRANE I �- ''•, �- 'C ? - I `� o I _ i� : it iSD 6 MIL MOISTURE BARRIER 8" METAL STUDS 0 16" O.C. 1/2" DENS DECK BD. 8" METAL STUDS ® 12" O.C. ;-J :: ,� 'o i■ sS • 9 t+, 7�rP7"�i'. �••• t.Y• • •1 O 1/2" DENS DECK BD. ROOF MEMBRANE ` 1 1 J • •7 :- _I f .11. - - - " mac _ r _ J . y •a��-�.,.�1 i • VENT AT CENTER OF GATEWAY SEE /A3 , I -_ ICY"� .'R'P� y.: +•y"gpts.•. yam. .y a , -r ; w • • r CO ,: �-�-r'i i 't l i 1 �`• - , \ 1/2" PORCELAIN TILE PREMIUM MORTAR SYSTEM/ 1-7 8" DFS 5/8" DENS GLASS BD. ti I G �> / \\ \ / • • ,.; 1/2" PORCELAIN TILE PREMIUM MORTAR SYSTEM �� / \\ 1/2' CEMENT BOARD 6/MIL MOISTURE BARRIER 8" METAL MOS ® 12" O.C. 8' METAL STUDS L 16" 0.0. FOIL FACE FIBERGLASS INSULATION _ }1 CEMENT 80 ARD �— '-��, �" \ \ I _ 1 _ l \ 6 MOISTURE 9ARRIER 6 MIL 8- METAL STUDS 0 16' O.C. 0 U.� - - x • • "i �� c� I 1 c 0'-`,i 0 �1 ` � PRECAST GRC 1/2" CEMENT BOARD ® m • iD I' ' l 3:' „% f` 40 11 6 MIL MOISTURE BARRIER 1(3'0 8" METAL STUDS ® 12' O.C. — 3 . B—OT. O�-FR-AMING 1 7""" l (r_ ® TOP OF TRIM -1 i \ EL" "6-,O 1%2 l\�t� _.-_ &-t. .- �"� OA ALIGN WRH GATEWAY OPENING © I \ '. _ J _ i ,S" 3 • �- ..t ....._ BOT. 'J/ fRAMINC I '�,1J` "\ • 3• 1 O7 R"EIFS CONCRETE TILT -UP PANEL 1 -1/2" RIGID INSULATION BETWEEN FURRING PRECAST GRC I EL.=116 -2 5 8_ / l - 1/2- CEMENT BOARD 6 MIL MOISTURE BARRIER17 ` - - 8` METAL STUDS 12" O.C. • CHANNELS 0 24" D.C. VAPOR BARRIER 5/8- TYPE 'X' GYP. 85. 1 1-7/8" EIFS 5/8" DENS GLASS B0. 8' METAL STUDS ® 16" O.C. FOIL FACE FIBERGLASS INSULATION f. f,•• .<5/8" ! rtg) - 1" ELF'S S DENS GLASS BD. 20 I in 3-5/8" METAL STUDS 0 16" O.C. I • 23 FOIL FACE FIBERGLASSS INSULATION 21 e - I-_- , 3 1/8" PER FOOT---- BUILT-UPCRICKET ° Al 2 I ink 1 1 .- / I SLOP EtU IFODT- 10 _ - - ._- ---_-_ -}:- _. _: _SLOPE _ER --- -----------'- 1 I 33 • 01121 ix, 19 . w x e • e • • ° 1? a 0 -` - ,. W GN v ` ■ I• 0 CANOPY SOFFIT :� Z '10BOT. EL- 11D'-10" � 0 0 � 10 � j 10 % EN f L. L NL 27 ROOFING MEMBRANE 1/2- DENS DECK BD. 1-1/2" METAL DECK "8 : n .� O ` ` _ STEEL BEAM PER STRUCT. 2-1/2" METAL STUDS 5 16' 0.C. 5/8" EXT. GYPSUM CEILING BD. PAINTED NI 21 --- -- -- LAM _ x . P ' I C \Lrjii r"' N :� M N ro .-::.::--i_.—..-.. ... --_ --------- - Ca�� IA Yui'• 1 _ �l = •� `� F �.i �� 0 . �,� (:). to i.� =i 16Lt ce ` - (•9 • ! �' -- 1— < -. N. 4 ', \ �4 / 0 ., 1-7/8" EIFS CONCRETE TILT -UP PANEL 1-1/2" RIGID INSULATION BETWEEN FURRING CHANNELS 0 24" O.C. VAPOR BARRIER 5/8' TYPE 'X' GYP. 8D. irk 27 © 11 , / • -,, gni OPP. HAND f•-� ( Mr s FIN. FLOOR Yy VP © a %IV (T� �1 �\ �FlN. FLOOR __ ._—__-_ _._-_ �� .FIN. FLOOR 1 EL.=100'-0' P • EL.=/100'-0" I _ "� I J a I r `EL.=100'-0• W ° _ �• • b• •I : . - y \I 1. ,.o •e 777... - ke I a I a •• I°" , . •_l•-d'•�"•� "r. 'iFir - •- •L - --- - _ _•_ - - ri,L - 'ri=ir s. - •� - • - ti d3. anti -.k. •• i !. 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I L11-11 11 11 I-I�.._. :I I I i rm1�1 ° 1�i�I�ral= arm 1 1�1� I I -i¢ =ll=JL . 11]L 1 �L -9 """"91.•,,E m m Ia�mllI� la a mpm q. i 1 ll_cJl 4 Al ¢Il- JL 1L-Il� la = x1i, - - Ila .to a 1L - ; . : Mir m JL�JI� ° , : a_-�. x L Jl..I 1. - au-Rauma` ill= 1L -ll ll ll G S m m1 I11 11 11 11 11 11 I 1 :I' eI¢iQi� m - 1F1 r�l�i1 I 1, Jf JI -ll I� : �m : a i= a l a a@ m IL id m L 1111JL I � o� - JL� m m _ _ = a iarme su ll ll ='ll= 'r mm�a ..__ _ 1 (a 1 1- r \.. ji.. . I jf 1 l 11F' I��..1 jI 5L 1 _A, Ig li 111 IL 1 rrl 11 I fll 1_ .�I i{r z9 p _LL f a a e 4 m.. ,1 ll r. 1 �IIP 4l= u i l I r 11! 1 ml ..II 1 a ¢ , I �I -Jl .II J Lm mImL_ j11I1I1 .., Pl; 1 11 '.I L �l! .I m1Il=._J�,.,l, to ,5 gf ...iI' •ll�_Ikt .,..R.1 �� t WALL SECTION BB WALL SECTION AT GATEWAY AND DISPLAY WINDOWS B WALL SECTION AT CUSTOMER ENTRY A WS -B CW 1 08/15/05 1 SCALE: 3/4'= 1'-0- WS -88 TU CW 2F i 03/31/05 1 SCALE: 3/4'=1'-0' WS -A CW 106/30/06 r SCALE: 3/4"=1'-0” Fr j,�.-40;ll�i�4,"o�e,�,�'eb�6 333##:� # e::.��'� y , ,�;•' � .�''''��'� .,... KOHL'Sw- TUKWILA, WA 17200 SOUTHCENTER PARKWAY TLJKWILA, WA 98188 DEVELOPED BY. KOHL'S DEPARTMENT STORES, INC. N58 W17000 RIDGEWOOD DRIVE MENOMONEE FALLS. WISCONSS'1 53051 TEL. 1262) 703-7000 FAX• 1262) 703-7105 11152 WALL SECTION KEY NOTES Oj CONCRETE SLAB AND FOOTING, 5EE STRUCTURAL DWGS. OCONCRETE WALK 0 28 MAX. SLOPE AWAY FROM BUILDING OLANDSCAPE / PLANTING AREA - SEE LANDSCAPE DWGS. 0 RECESSED LIGHT FIXTURE - SEE ELECTRICAL DWGS. 0 CONCRETE T1LT-UP PANEL OMETAL STUDS 0 5/8" EXT. GRADE GYPSUM CEILING BOARD 0 EIFS o/ DENS GLASS BOARD OE1F5 0/ CONCRETE TILT -UP PANEL 10 STRUCTURAL BEAM - SEE STRUCTURAL DWGS. 11 STRUCTURAL JOST - SEE STRUCTURAL DWGS. 12 MEMBRANE ROOFING 0/ RIGID INSULATION OR DEN5 DECK BD. 13 METAL DECK - SEE STRUCTURAL DWGS, 0 DIAGONAL BRACING - SEE STRUCTURAL DWGS. 15 EXTEND ROOFING VERTICALLY ON PARAPET WALL 6 NOT USED 17 WALL INSULATION 18 5/8" TYPE 'X' GYP. BD. 19 SUSPENDED ACOUSTICAL CEILING - SEE REFLECTED CEILING PLAN C›PSTOREFRONTREFINISHW 1" THICK INSULATED METAL, PANEL, GLAZED INTO SYSTEM 21 PREF1NISHED ALUMINUM STOREFRONT SYSTEM 22 5/8' FIRE TREATED PLYWOOD 23 NOT USED 2a FIELD CUT GRC AROUND BEAM 25 RIGID INSULATION ASSEMBLY 26 NOT USED 27 INSULATED CLEAR GLASS 28 STRUCTURAL COLUMN - SEE STRUCTURAL DWGS, 29 NOT USED 0 MEMBRANE ROOFING 0/ EASED DENS DECK BD. EDGE 31 NOT USED 32 UNE OF INTERIOR WALL CONSTRUCTION - SEE SHEET PPI 33 GLASSFIBER REINFORCED CEMENT C PORCELAIN TILE 35 PREFINISHED ALUMINUM TRIM - 7-1/2" x 3/4- 36 NOT USED 37 NOT USED 73 FACE BRICK - MODULAR SIZE (2 }' x 3 i x 7 i") 74 FACE BRICK SOILDER COURSE - MODULAR SIZE (2 1/4" x 3 5/8" x 7 5/8") 75x FACE BRICK SOAP COURSE - MODULAR SIZE (2 1/4" x 2 5/16" 7 5/8") 0 4"x8"x16" SMOOTH FACE CMU 77 8^x6"x16" SMOOTH FACE CMU 78 6 LIMESTONE CAP TAPERED TO FRONT AND BACK. INFORMATION ON THIS DRAWING TABES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFLICTING INFORMATION. NO. DATE BY DESCRIPTION A 12-22-06 Bid Set A �am�/! . (Irv,►r►U111 A JAN 09 2007 Q EERIE i to A WALL SECTIONS SCALE: SHEET: PROJECT #: 3079-11152 DRWN BY: - CHKD BY: - BLDG. SUBMITTAL: 10/ 12/06 O N N T i— w 0 i f'V1 L (1-T) 0 O e Ark O Allk a gbh - " --- �� O AA 3'-4" 4'-11 1/2" 10 STRUCTURAL BEAM - SEE STRUCTURAL DWGS. Ark STEEL BAR JOIST, SEE STRUCTURAL DWGS. 12 ROOFING OVER RIGID INSULATION IMF --- 1 — ^,I i5 TOP O FRAMING EL=130'-10" 17 WALL INSULATION 19 SUSPENDED ACOUSTICAL CEILING, SEE REFLECTED CEILING PLAN 25 RIGID INSULATION ASSEMBLY 29 2" RIGID INSULATION. EXTEND UNDER SLAB 2'-0" ;III LINE OF INTERIOR WALL CONSTRUCTION - SEE SHEET PPI O PORCELAIN 11LE 35 PREFINISHED ALUMINUM TRIM - 7-1/2" x 3/4" 1-7/8" EIFS 5/8" GENS GLASS BD. 3518;0. BOTH SIMTL SYUDDSES © 24 -CENTER G.C. FROM STUDS FLOORBTWN. TO ROOFGARCY DECKSTUDS W/ GYP. B - 51 ROD ST00K AND SEALANT OR ALUM. ANGLE IF JOINT IS GREATER THAN 1 ". TYPICAL. 52 O2 R W1/2"ELD X 2TO 1/2"STRINGER X 1/AA4• D ANANCHGORLE, WELDTO TOFLOOR. STRINGER AND BEAM 53 2" SUP TRACK 54 r METAL STUDS 10 16" O.C. 1/2" DENS DECK BD. ROOF MEMBRANE 55 C I C. N 57 HEAT SEAL MEMBRANE OVER METAL FLASHING WIDTH OF DOOR O AN 59 DOOR W/ 4-510FRAME - CAULK PERIMETER ALL SIDES SEE 6/A2, 000R 6) #205A 50 PLYWOOD BAND AROUND DDDR FRAME SEE 6/A2, DOOR NOTE 3 e DRIP EDGE Ira' TOP OF PANEL _NW �) TOP OF PANEL _ �i — ----- 1 I -,TOP 0/ PANEL I 1 1 0 66 ADJACENT GRADE OR PAVEMENT 67 70P O/ PANEL �EL=125•-10- _ W "•11 --- "I ~1 7D) D/ PANEL - ROUND STEEL SUPPORT PANTED 72 11'- 10" GARCY STUDS BETWEEN FULL HEIGHT WALL STUDS 73 FACE BRICK - MODULAR SIZE (2 }" x 3 r x 7 i") _ }" EL.= t25'•-10 11 1 FACE" BRICK SOILDER COURSE - MODULAR SIZE (2 1/4" x 3 5/8 x 7 5/8' I �1 FACE BRICK SOAP COURSE - MODULAR SIZE (2 1/4" x 2 5/16" x 7 5/8") $TOP PPL.=125'-10• 4"x8"x16• SMOOTH FACE CMU I �I �' • 8"x8"416" SMOOTH FACE CMU 70 V_=125'-1ji— 1 `— I • I "Y�l -' L.= 125 -10 ) 1 _ °A.PREMIUM I �) -----' 1 1 m 1/2" PORCELAIN TILE MORTAR SYSTEM 'TYVEK' , ` •---- u I J/ COATING SYSTEM CONCRETE TILT -UP PANEL/ ROOF MEMBRANE COATING SYSTEM CONCRETE TILT -UP PANEL N. .. — • —�--' / STUCCO WRAP BY CONCRETE TILT -UP PANEL ROOF MEMBRANE r. ROOF MEMBRANE COATING SYSTEM CONCRETE TILT -UP PANEL A COATING SYSTEM TILT PANEL — A •A i p ROOF MEMBRANE ° i CONCRETE -UP ROOFING MEMBRANE , � 15 ® ® e c 21 ° COATING SYSTEM ' � >, • d .•"• "d•"P.$ d '* . 1: CONCRETE TILT -UP PANEL 1-1/2• RIGID INSULATION4. • � i a•• : '. .' N \ / \ / •„;,N. j Pi A1.2 1 I — �� I BETWEEN FURRING CHANNELS- ® 24" O.C. __ VAPOR BARRIER /— _ . A ro ° --- .. 5/8" TYPE •X' GYP. ]BD. 1- ° 13 12 1 ') 13 12 1 1 , d • - V I I LL ll V • . ,.� •" ° y m �E��p Fp REV COMP co®E c0 �9'p1y �QA 0 � ,l FEB ,�� ! A1.2 .� at IIID ° se 11 al ° Ki e S ° . �� 1 ''r. Y v .. B4 I 1� ° 1 ° • x 71 COATING SYSTEM CONCRETE TILT -UP PANEL 1-1/2" RIGID INSULATION BETWEEN FURRING CHANNELS ®24" 0.0, VAPOR BARRIER TYPE 'X' GYP. BD. - y COATING SYSTEM CONCRETE TILT -UP PANEL 1-1/2" RIGID INSULATION BETWEEN FURRING CHANNELS P + COATING SYSTEM CONCRETE TILT -UP PANEL 1-1/2" RIGID INSULATION BETWEEN FURRING CHANNELS ®24. O.C. VAPOR BARRIER 5/8" TYPE 'X' GYP. BD. -- ° ° x5/8" 0 24" O.O. VAPOR BARRIER 5/5" TYPE 'X' GYP. BD. - ° - _ 3• © • • ` 'K",,AA'' ^� � ('".ly,r Of T�rlYV ICJ N N 7 F 34 Jp BuiLDING W 19 • • 19 "' 19 4 • at X ft19 • • DC 4 2• . .. . Iii • r TILTS UP (PANEL CONCRETE l-1/2" RIGID INSULATION FURRING a - COATING SYSTEM CONCRETE TILT -UP PANEL 1- 1/2" RIGID INSULATION BETWEEN FURRING CHANNELS fi4 O 1 2" PORCELAJN TILE / PREMIUM MORTAR SYSTEM• -STUCCO WRAP $f 7'nrET<' CONCRETE TILT -UP PANEL - 8 • _ o 43 i. Ce\ 0 �_ .• _ 0 24" O.C. VAPOR BARRIER 5/8- TYPE '%' GYP. BD. - - f BETWEEN CHANNELS ®24" O.C. VAPOR BARRIER 5/8" TYPE '%' GYP. BD. _ 'N �� - pp Y '•�� y __ 1 0 H 32 1 4 O ' 1-1/2" RIGID INSULATION BETWEEN FURRING CHANNELS 0 24. O.C. VAPOR BARRIER 5/8" TYPE '%' GYPSUM BOARDi0 .°-• -_ - 1r• 0 '• 1 5/16" M NIa -• 11 9 LII ° aI ° 1�I. 'A eY 49 1 a , 3 j j a COATING SYSTEM CONCRETE TILT -UP PANEL 1-1/2" RIGID INSULATION FURRING ° COATING SYSTEM CONCRETE TILT -UP PANEL 1-1/2" RIGID INSULATION BETWEEN FURRING ° PBETWEEN CHANNELS ® 24" O.C. VAPOR BARRIER 5/8" TYPE 'X' GYP. 8D. • • a ,• ° ••• • • • 41 r•• . •• - CHANNELS ® 24" D.C. VAPOR BARRIER 5/8" TYPE 'X' GYP. BD. — ° ••El m 1®4 OyMil 67 FIN. FLR. i• A O •rt A,_nN. FLOOR 4 EL. 100.-0" ) . © •• z 1 FIN. FLR. P • O ry 11111I 6 11 El_ O 0 FN. FLOOR > © lar a ,— ,l E.=F0O-RD\ — . - a EL. / . yf < W' °,. ° 1 ° ° ..100'-0" . . .1111., ° ELEV. ., l am J ELEvi-o e w • � - (-Y oral• :I. �L-II: it -' . •+ . y -IY• _ .1�[[.� =1 i - :S " /..' p - t .rs 3 _f., _ -s �.� 4. . .-� _-IlQ°=7� s5lalisjsls ° ..111 _A•- �fi^'!•'-4_ �f=if=.l f a 1- ',t. ; .-s. . '��-G., -r ,ti _ ..f.._ }_ • - ,.� sI s Y 1 [f e j I p ! =LL I� _ e.l . 1 1I I [- I L-O-jl. s dls II ....60.06.06:6- :[: �•"' I I. I �al L_�`.' - i { ._ titin{:r- I , �� j' 1=1f= �i:, , :,. IIs11�IIs1j�T1�:7• . ryLiL. �i_y r:..: v _.s:: y r _� ��':' a _ _ _ _ - -- - _ ._-g-- 'i'v�y�'Fy' w is s , MIL, - :S Slili_ L. Fi i q .- - = -S S-% f:::7 %• .M �'L . _____ r • r = _ L „wvt,y sy s •F.F.F 'i Hfi `.' -a- II ,I.1.t I . 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JJ ll ImI =]L H _ Q `1 11-. rIF 1=J1._C. ::j LL i -f 11 la aJ_ IST[. 11 1 li.l 11 [ I Il 7 I E LL K l m l I j �;;II I L .IE 1 11�6�� I[..II lr�ll �I91 I i Tr;l.: �I. . j IL =rp1iTiL 1 1 _ 1-�c m- Re _�j = _ = s ':'°,�.I 0 • It„T..].1 0 1 !Lail {TIG -L if ° •, II if l, VP II11 II 1.. ]�I 'elf' I.j., IL° PTCI I- 11 1 11 -II F l I 1 f I I- I: IPI(_ 1.4 1 --II-- .I�.I_� IH � II I j : ei1H1-'i - 1 1 411 REAR WALL IN DOCK AREA F REAR & SIDE WALL E FRONT WALL SECTION DD FRONT WALL SECTION WALL SECTION c WS -1:1 TU CW 103/16/06 1 SCALE: 3/4"=1'-0" WS -DD TU CW 103/16/05 1 SCALE: 3/4"=l'-0" WS-C_TU_WW_2F 106/30/06 I SCALE: 3/4"=1'-0" WS -F TU CW 111/03/05 I SCALE: 3/4"=1'-0” WS -E TU CW 111/03/05 I SCALE: 3/4"=1'-D" KOHL'S - TUKWILA, WA 11152 17200 SOUTHCENTER PARKWAY TUKWILA. WA 98188 DEVELOPED BY. KOHL'S DEPARTMENT STORES, INC. N58 W17000 RIDGEW00D DRIVE MENOMONEE FALLS, WISCONSIN 59051 TEL• (262) 703-7000 FAX. (282) 709-T105 WALL SECTION KEY NOTES O CONCRETE SLAB AND FOOTING, SEE STRUCTURAL DWGS. O CONCRETE WALK ® 28 MAX. SLOPE AWAY FROM BUILDING Q LANDSCAPE / PLANTING AREA - SEE LANDSCAPE DWGS. O CONCRETE TILT -UP PANEL O METAL STUDS 10 STRUCTURAL BEAM - SEE STRUCTURAL DWGS. 11 STEEL BAR JOIST, SEE STRUCTURAL DWGS. 12 ROOFING OVER RIGID INSULATION 13 METAL DECK - SEE STRUCTURAL DWGS. i5 EXTEND ROOFING VERTICALLY ON PARAPET WALL 17 WALL INSULATION 19 SUSPENDED ACOUSTICAL CEILING, SEE REFLECTED CEILING PLAN 25 RIGID INSULATION ASSEMBLY 29 2" RIGID INSULATION. EXTEND UNDER SLAB 2'-0" 32 LINE OF INTERIOR WALL CONSTRUCTION - SEE SHEET PPI O PORCELAIN 11LE 35 PREFINISHED ALUMINUM TRIM - 7-1/2" x 3/4" 50 3518;0. BOTH SIMTL SYUDDSES © 24 -CENTER G.C. FROM STUDS FLOORBTWN. TO ROOFGARCY DECKSTUDS W/ GYP. B - 51 ROD ST00K AND SEALANT OR ALUM. ANGLE IF JOINT IS GREATER THAN 1 ". TYPICAL. 52 O2 R W1/2"ELD X 2TO 1/2"STRINGER X 1/AA4• D ANANCHGORLE, WELDTO TOFLOOR. STRINGER AND BEAM 53 2" SUP TRACK 54 STEEL RUNGS 55 STEEL CHECKERPLATE W/ ABRASIVE FINISH WELDED TO RUNGS C. FLAT STEEL BAR 57 HEAT SEAL MEMBRANE OVER METAL FLASHING WIDTH OF DOOR O FLAT STEEL BAR SUPPORT WELDED OR ANCHORED TO STRUCTURE 59 DOOR W/ 4-510FRAME - CAULK PERIMETER ALL SIDES SEE 6/A2, 000R 6) #205A 50 PLYWOOD BAND AROUND DDDR FRAME SEE 6/A2, DOOR NOTE 3 e DRIP EDGE 62 DOUBLE LAYER MEMBRANE ROOFING - SEE ROOF PLAN 63 MEZZANINE FLOOR ASSEMBLY - SEE STRUCTURAL DWGS. 64 ACCENT BAND REVEAL IN TILT -UP PANEL 0 1 HOUR FIRE RATED WALL ASSEMBLY GA FILE WP1200 METAL STUDS W/ 5/8" TYPE 'X' GYP. BD. BOTH SIDES - EXTEND TO WALL., CAULK .108115 AT WALL WITH FIRE SEALANT 66 ADJACENT GRADE OR PAVEMENT 67 8" X 8" CONCRETE CURB IN DOCK WITH 3/4" CHAMFER 68 SIGNAGE - N.I.C. (ALL EXTERIOR SIGNAGE IS UNDER SEPARATE PERMIT) 69 SIGNAGE LI -BOX - SEE ELECTRICAL CWGS. 7D) STAINLESS STEEL BAND AND WEATHER BOOT 0 ROUND STEEL SUPPORT PANTED 72 11'- 10" GARCY STUDS BETWEEN FULL HEIGHT WALL STUDS 73 FACE BRICK - MODULAR SIZE (2 }" x 3 r x 7 i") 74 FACE" BRICK SOILDER COURSE - MODULAR SIZE (2 1/4" x 3 5/8 x 7 5/8' 75 FACE BRICK SOAP COURSE - MODULAR SIZE (2 1/4" x 2 5/16" x 7 5/8") 76 4"x8"x16• SMOOTH FACE CMU 77 8"x8"416" SMOOTH FACE CMU 70 3" LIMESTONE CAP TAPERED TO FRONT AND BACK. INFORMATION ON 0115 DRAWING TAKES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFLICTING INFORMATION. >>>»»»»I� DATE BY DESCRIPTION 12-22-06 Bid Set CIT fPT, nil/VILA JAN n LI 2997 PERMIT GEATTP WALL SECTIONS SCALE: PROJECT if: 3079-11152 DRWN BY: - CHKD BY; -- BLDG. SUBMITTAL: 10/12/06 SHEET: A5.1 BID SET 12/22/06 ® 1 1 ® V EP OLANDSCAPE (t: 2,_3" CONCRETE TILT -UP PANEL J 6.1 10 STRUCTURAL BEAM - SEE STRUCTURAL DWGS. „ STEEL BAR JOIST, SEE STRUCTURAL OWLS, CA ROOFING OVER RIGID INSULATION NOTE: LOWER ROOF TO UPPER ROOF LADDER I5 BEYOND AND 15 OH- SE1 FROM THE ROOF ACCESS METAL DECK - SEE STRUCTURAL DWGS- / EXTEND ROOFING VERTICALLY ON PARAPET WALL \ WALL INSULATION 19 DOOR. REFER TO ROOF PLAN FOR EXACT LOCATIONS OF BOTH 25 RIGID INSULATION ASSEMBLY 29 56 32 LINE OF INTERIOR WALL CONSTRUCTION - SEE SHEET PP1 COATING SYSTEM CONCRETE TILT -UP PANEL ROOF MEMBRANE PORCELAIN TILE m m 50 EFIS OVER DENS ON METAL STUDS 51 ROM STOCK AND SEALANT OR ALUM. ANGLE IF JOINT 15 GREATER THAN 1 ". TYPICAL, EFIS OVER DENS ON METAL STUDS COATING SYSTEM CONCRETE TILT -UP PANEL ROOF MEMBRANE Rh Al 2 _ 0 2" SLIP TRACK 54 STEEL RUNGS 55 STEEL CHECKERPLATE W/ ABRASIVE FINISH WELDED TD RUNGS Mgr FLAT STEEL BAR COATING SYSTEM CONCRETE TILT -UP PANEL ROOF MEMBRANE HEAT SEAL MEMBRANE OVER METAL FLASHING WIDTH OF D00R ® r---- VI --�\ 73--'r----1 60 1'-0" 55 Ij 5 DRIP EDGE 0 DOUBLE LAYER MEMBRANE ROOFING - SEE ROOF PLAN 0 MEZZANINE FLOOR ASSEMBLY - SEE STRUCTURAL DWGS, OACCENT 9PND REVEAL IN TILT -UP PANEL 1 HOUR FIRE RATED WALL ASSEMBLY GA FILE WPI200 65 1 TOP OF PANEL ^'. I �•. -'--- 8" X 8" CONCRETE CURB IN DOCK WrTH 3/4" CHAMFER I TOP OF PANEL 1 • -- (2> 1 70 13 12 O 71 T. PANEL ( O2" 72 s T I ® 74 FACE BRICK SOILDER COURSE - MODULAR SIZE (2 1/4" x 3 5/e" 7 5/8-) 75 / A1.2 76 130'-2" 77 8"x8'x16" SMOOTH FACE CMU 78 ., BRICK TIES - SEE STRUCTURAL I 13 r \ EL.= 13°._2.. ii i I 12 ® j30'= - \ \ I I ° :� , 'wb*:.b" .* .O.v a.S bl or.I ..*: ... .•.+-4., . j h ::4 • /fr a 1' R COD _i! •� BUILD IE`�11E COMPI�R�GE 4 FE( "•' "M l-(, �/ ii•] D FOR �� (� 7 �• 2 LQU I �f Tukwila �� DIVISION '`'� ID, I \ 22 "S. a _ ? 1:7 '' 7 . • • ` .. , e `° . « I / z } •a,\ °, .•❖•b•! bb rr b r 0•.46mrrr.*r-0IPw9'w44•.S•. ,/� /.. .... 11 .i' \ \�\\� __ ... .. r— I /� 1 1 - t ] \ ; 4y •. y ! 1 e B rA 333ifff k •• a - 1-+ I l �` E. SEE STRUCT. r ti I\ :•_� e ° e 1 \ . I,.,.;. 1 / .. ... .. f / , / �// .. ' 1� ®IM. ---- -— JOIST BEARING ELEV. STRUCT. I � //• TOP 0/ PANEL i - r 58 \ �EL�=127-9 i 'x' \•/ .;i i •. • • . ROOFING MEMBRANE . _1 1/2" DENS DECK 6" METAL 5ND5 -- `(..J• ® --- �\ FULL -THICK BATT N � ,_ 22 e 'x • " '• " ° x z INSULATION 5/8" TYPE 'X' GYP. 7 /PANEL BOARD, PAINTED F.T. PLYWOOD ®DOOR -SEE 6/A2, NOTE 3 y,�� yr � ,�, 7-`.,�+ ® \ EL.=725'-10" 1+;E :-1! +I3C; '-! ;I •-• ,�; •COATING ° ° " SYSTEM` CONCRETE TILT -UP PANEL . ," � i^ 1-1/2" RIGID INSULATION BETWEEN FURRING CHANNELS 0 24" VAPOR BARRIER 5/8" TYPE 'X' GYP. PAINTED 0.C. BD. ° a • ° Al }i ) 0 COATING SYSTEM CONCRETE TILT -UP PANEL - COATING SYSTEM \� b--/ o © CONCRETE TILT -UP P/NEL ROOF MEMBRANE - 3/4" GROUT CONCRETE TILT -UP PANEL ROOF MEMBRANE 15 1 -3" Vig,•x o C / / ' , fir • '' " , 22 is '� o a - 15 73 1 Z `•, ' O S, 12 13 y VERIFY a .moi i4•0X%i:• ••... • b. •.bb.=. •A.aA:4.1 0:+. • " • •Aft • • ..._ _ �a—r `--I . �, 11 1 `., rn '/ A7.2 • x A1.2 / // 45f� • IN A1,2 et - 54 25 qi 1m ],S .. x 1 x _ x ` L 57 •. I) I ., , COATING SYSTEM CONCRETE EIGIIDT-UPLPANEATION r. 1 • 1 i n I x i „ ° N -I ® x 62 / / `- CONCNRETE�-UP PANEL BETWEEN RFURRING UCHANNELS BETWEEN FURRING 'I L •, - J \ Vil �- ' -- • I • °• CQATING STSIEM CONCRETE TILT -UP PANEL 1-1/2" RIGID INSULATION BETWEEN FURRING CHANNELS \� - 0'4,I 1 CHANNELS ®24" O.C. VAPOR BARRIER 5/6" TYPE 'X' GYP. BD. PAINTED - ° NOTE: THE FIRE SEPARATION ENCLOSING THE 1 -HOUR STAIR I5 TO BE TOTALLY ISOLATES FROM THE STRUCTURAL FRAME OF THE a d © A.•r 0" ri•"•• •••••'•• ••••••0 r; ® e�`c x 24" D.C. VAPOR BARRIER 5/B" TYPE 'X' GYPSUM BOARD JOIST BEARING ELEVATION \ 1 I I 1 ' a 0 24" D.C. VAPOR BARRIER 5/8" TYPE 'X' GYPSUM BOARD •WALL 4 27• SEE STRUCT. 52 °�`� II \\ • I ° • ° •/ x % 63 11 FIN. PLR. A1.2 a ip:1 AAI `1 ° ° 12 w a o ® " x x z 0 MEZZANINE N -I • a :+ e ° 11 0 o 1 N x Q MIN. I f---"`_.—._ _. • • • ° • • ...._. _ ._. ....._. .__.. _. _.. ___.____— -__.-..__ ENCLOSURE 0 52 0 72 ® I ( � a x EZIAJJINE F.F. �y - . c — I �I-� IC ._. _.._. _.__ _ ..._.. _ 51 \ ,"° K EL.+711'-9" \ - 1 � \ 1.1 a \ I \ , -c--o- " ° ° ` °max I i a • 19 .... EL. 1 1'-9" min I-1,1-1 n j F'll F'i I 0 '' r"e gyp• lam• I -T rl 1-1 I-1 14/FA..": �� rf n n L COATING SYSTEM CONCRETE TILT -UP 1ANEL RIGID INSULATION BETWEEN a ° • CONCRETE TILT -UP PANEL 1-1/2" RIGID INSULATION BETWEEN F� " • JO�IST BEARING ELEV, 19 O a x SE�iRUCT. R\ %1 7 1 \\v'' I _..._... _ _._..1 i - - / -• 1 k CHANNELS PAG O.C. 5/B" TYPE VAPOR BARRIER 9D. PAINTED `" (� - -1 y 63 FURRING CHANNELS ® 24" O.C. VAPOR BARRIER 5/B" TYPE X' GYP. BD. PAINTED ' iv I - n 1 : - m e ' I ` 25 0 —~ ' eo _ 9 7 6" 5 -7" , BEYOND . • ` 1 ret, 1 i- 1I n 1 s• ' 0 CLEAR OPENING m 0 N. 1-- -- NREGISTERED \CCT . - ° >t 1 - " 64 21 •i a ° x ,• % 1/2" PORCELAJN TILE PREMIUM MORTAR SYSTEM STUCCO WRAP BY "TYVEK CONCRETE TILT -UP PANEL _ " • ° 65 �.. • ° A1,2 '..1 1 a ',.1 • 1-1/2" RIGID INSULATION BETWEEN FURRING CHANNELS 0 24" 0,5. VAPOR BARRIER 5/8" TYPE 'X' GYPSUM BOASD J• ` • 1 lr O5 • .• x x COATING SYSTEM CONCRETE TILT -UP PANEL 1-1/2" RIGID INSULATION BETWEEN FURRING CHANNELS •" x x °. 0 24" 0,5. VAPOR BARRIER 5/8" TYPE X' GYPSUM BOARD FIN. FLOOR e • • • ' { r r 1 COATING SYSTEM CONCRETE TILT -UP PANEL 7-1/2" RIGID INSULATION BETWEEN FURRING CHANNELS ° n FINISH FLOOR 72 J - -1°-K ®24" O.C. a \ SEE 501 ., . y VAPOR BARRIER 5/8' TYPE 'X' GYPSUM BOARD \ ° 0 • °, - N \ \ SEE SD 1 . 10 I / FINISH � FLOOR'IS / / N. 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I1 • y. , 4 .• •- i ,�[i: :-.0; >YY.'s1 __ F. - . a �=f.� •' R� :1�. 1 .RJ ' 'S -R.ef _-�r. l:! :R -•-1•R i" 1,.— _ iE 1[!'Il��ll _ c�a mps'i a � I I I + �L L ll TL a - = ILa .>' �y �•_.= �_ '�f�f i]_ po,-,.7i-.i' — 1. I.. �! s' [fe l' ':.� / : s4 SI'is1": E- %..� l�:F . :" ul 5::_ l i+Yc i 1 - �� `.' _ _ _ -� _. :i i_.•.: �. a �� , 1.TL �1 i •L o I \� -- ,' I� I�I ; iL 1�i -y. 1'�L�L I - ik i�iii -l�l -it l 1 � fl v — 1 © ��.0 4 Erai=Il Il=Il--=1[ : aJ ,� r �� J6"�7�fl'Y'- � Il JLll�I � �� Il` _ � �1— aJL� � a of 'Il` � _ � 1 s I 1 r _2 1. ■ _ r �l Il Jl ! JL• _ 1 s Ljj.,Il� �a iil I JL - � lJn� 'rl Ili e . II � ��Il=1L�llasJl� $ i- ■ a � al• SIM. 1 L . JL a 11414144 c — a I I I� JL JLC i= �� JL= 3 I �I I 4'- qtr J ll I 1: -I = �II II I. n L 1 =ll 1 I F-1 =r r=- - JL lln L= �I�, a 1{ � 3 1 _..� I '.1 _ ll I I r, .. r lI F 1L � Iz III;. i -i1 JL` ra. i f k • =lik' @ l�J� 1� JL J1-...411,i� 1 1 1 .. J . l} I .. f= Il _ - 1 u, f I Ii� �� .��u ' / .PRE,• ., • AtiA"� i' T �4 • ' J Il_ I I i Ill�� JL JL=J_ - < .■ _ _ f.j 11 I I I r l i 1 _.1 aim TIF Il JL rataJa ��''II ll JL i i 3¢ : = ISt 1 F EL=96 -°1 I I SLOPE 1 IIL�i' II 1 f t Yrr.1a L �_ ; .w a� � Tr r • m 11 , 111 11 IL .• II I .i I i rr Ill1 v (--. I`1, y�� I- L ---F� —r •• I °• II II 1r I' 1 fL= I• 1 1 �Il�irl ..i. imp _I_i � .Il l _- � '-Tri' 1 I- I I • TAI -41d .. II , I(1)6, j•la� Ai, I *---r91.i l � li I 1 I 1 Il�� z 1... j i ii I 91Il41n I 'r �1 1. 1.JL=ll f� n 111�I _ i _ - 3i_ U' 4' :a I•. r - I ,r L.ls:. a�i t I la -1 ( JJllrIi�l4 I L-L�r• t { 44 3 il:{Ih 'r l Qg'S y IF 1 ...�. 'FI, a' l 1 .r a 1. , .. .1.1 ..-.P 0r-i1._..t.i r :ll I I -: rI PI I 1111JJILLI=1�LIiII r iJ�l s ISI I ill I TIL r. i.; _1 1lap FSI �� .l _ Q ll 4.JC-.I 1 -'1=I i4 I. iaaIl= all airI I I I I s Alf 7i .. ip�Ill i 1 I I-IIIL 1 ITP=1: �° , na ° t 1 a111. lC II r 11 i Ailt .-- _... _.. .-.. 1 „1:1 SIDE WALL SECTION M SIDE WALL SECTION L EXIT STAIR @ MEZZANINE K MEZZ. WALL & LADDER TO ROOF J REAR MEZZANINE WALL H LOADING DOCK WALL SECTION G WS -K TU CW 111/16/°5 I SCALE; 3/4'=l' -O" WS -J TU BL 110/28/05 I SCALE: 3/4"=1'-0" WS -H TU CW 111/16/05 I SCALE: 3/4"=1'-0" WS -G TU CW 111/16/05 1 SCALE: 3/4"=1'-0" WS -IA DI CW 103/16/56 I SCALE: 3/4'=l'-0' WS -L TU CW 111/16/05 I SCALE: 3/4"=1'-0" 11 axnz- KOHL'S - TUKWILA, WA 17200 SOUTHCENTER PARKWAY TUKWILA, WA 98188 DEVELOPED BY• KOHL'S DEPARTMENT STORES, INC. N56 W17000 RIDGEW00D DRIVE MENOMONEE FALLS, WISCONSIN 53051 TEL, (282) 709-7000 FAX. (282) 705-7105 11152 WALL SECTION KEY NOTES 0 CONCRETE SLOB AND FOOTING, SEE STRUCTURAL DWGS, V CONCRETE WALK Q 25 MAX. SLOPE AWAY FROM BUILDING OLANDSCAPE / PLANTING AREA - SEE LANDSCAPE DWGS. O CONCRETE TILT -UP PANEL O METAL STUDS 10 STRUCTURAL BEAM - SEE STRUCTURAL DWGS. „ STEEL BAR JOIST, SEE STRUCTURAL OWLS, CA ROOFING OVER RIGID INSULATION 13 METAL DECK - SEE STRUCTURAL DWGS- 15 EXTEND ROOFING VERTICALLY ON PARAPET WALL 17 WALL INSULATION 19 SUSPENDED ACOUSTICAL CEILING, SEE REFLECTED CEIUNG PLAN 25 RIGID INSULATION ASSEMBLY 29 2" RIGID INSULATION. EMEND UNDER SLAB 2'-0" 32 LINE OF INTERIOR WALL CONSTRUCTION - SEE SHEET PP1 O PORCELAIN TILE 35 PREFINISHED ALUMINUM TRIM - 7-1/2' x 3/4" 50 3 5/B"BD, BOTH SIMTL STUG5DES ®-24CENTER " 0,0. FROM S FLOORBTWN, TO ROOFQARCY DECKSTUDS w/ GYP, 51 ROM STOCK AND SEALANT OR ALUM. ANGLE IF JOINT 15 GREATER THAN 1 ". TYPICAL, 52 2OR 1/W2" 8 2TO 1/2" ELD STRINGER X 1/4"AND ANGLE,ANCHOR TO WELD FLTOOOR, STRINGER AND BEAM 0 2" SLIP TRACK 54 STEEL RUNGS 55 STEEL CHECKERPLATE W/ ABRASIVE FINISH WELDED TD RUNGS 56 FLAT STEEL BAR 57 HEAT SEAL MEMBRANE OVER METAL FLASHING WIDTH OF D00R ® FLAT STEEL BAR SUPPORT WELDED OR ANCHORED 10 STRUCTURE 59 DOOR W/ 4 -SIDED FRAME - CAULK PERIMETER ALL SIDES SEE 6/42, DOOR 200A 60 PLYWOOD BAND AROUND 0005 FRAME SET= 6/A2, 000R NOTE 3 0 DRIP EDGE 0 DOUBLE LAYER MEMBRANE ROOFING - SEE ROOF PLAN 0 MEZZANINE FLOOR ASSEMBLY - SEE STRUCTURAL DWGS, OACCENT 9PND REVEAL IN TILT -UP PANEL 1 HOUR FIRE RATED WALL ASSEMBLY GA FILE WPI200 65 MLIAL STUDS W/ 5/B" TYPE 'X' GYP, BD. 5011-1 SIDES - EXTEND TO WALL, CAULK JOINTS AT WALL WITH FIRE SEALANT 66 ADJACENT GRADE OR PAVEMENT 67 8" X 8" CONCRETE CURB IN DOCK WrTH 3/4" CHAMFER 68 O SIGNAGEPERIAR) - N.I.C. (ALL EXTERIOR SIGNAGE IS UNDER SEPARATE (2> SIGNAGE J -60X - SEE ELECTRICAL DWGS. 70 STAINLESS STEEL BAND AND WEATHER BOOT 71 ROUND STEEL SUPPORT PAINTED 72 11'-10" GARCY STUDS BETWEEN FULL HEIGHT WALL STUDS 73FACE BRICK - MODULAR SIZE (2 ' x 3 g" x 7.") 74 FACE BRICK SOILDER COURSE - MODULAR SIZE (2 1/4" x 3 5/e" 7 5/8-) 75 FACE BRICK SOAP COURSE - MODULAR SIZE (2 1/4" x 2 5/16" 7 5/6-) 76 4"x8"x16" SMOOTH FACE CMU 77 8"x8'x16" SMOOTH FACE CMU 78 3" LIMESTONE CFP TAPERED TO FRONT AND BACK, 79 BRICK TIES - SEE STRUCTURAL 4Jv INFORMATION ON THIS DRAWING TAKES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFLICTING INFORMATION. NO. DATE BY DESCRIPTION A 12-22-06 Bid Set A C� • 1 Y/1p119 A ' MIN L, A JAN 0 9 2007 A PERMIT OA AA co A N WALL SECTIONS N r SCALE: PROJECT #: 3079-11152 DRWN BY: CHKD BY: - BLDG. SUBMITTAL: 10/1 2/06 SHEET: W A5W2 03 L aTT m 0 CONCRETE SLAB AND FOOTING, SEE STRUCTURAL DWGS. O CONCRETE WALK ® 25 MAX, SLOPE AWAY FROM BUILDING OLANDSCAPE 1 CONCRETE TILT -UP PANEL e,,.,_. METAL STUDS REVPED CODE C:eMP City FOR apNCE C\ Of Tukwila ! I ISIO �! DIVISION \q5. ‘,.... CC9 Be+ ,: ...., °* -- .... c:,......lczc,. . o � I1:13 co T...) ILL(. < � 13 METAL DECK - SEE STRUCTURAL DWGS. •TOP 0 PANEL I -. �- - '. 1 17 • EL. 130'-2" 19 SUSPENDED ACOUSTICAL CEILING, SEE REFLECTED CEILING PLAN 25 RIGID INSULATION ASSEMBLY CI ' ° is,L 32 UNE OF INTERIOR WALL CONSTRUCTION - SEE SHEET PP1 `� - ---- 35 PREF1NISHED ALUMINUM TRIM - 7-1/2" x 3/4" TOP OF PANEL G3 YP5/8"D. BOTH SIDMTL 57505ES 10 - 24" 0.C. CENTER FROM S FLOORBTWN. TO ROOFGARCYSTUDS DECK W/ . BSTUD `I ROD STOCK AND SEALANT OR ALUM. ANGLE IF JOINT IS GREATER THAN 1". TYPICAL. 52 2 1/2" X 2 1/2- X 1/4" ANGLE, WELD TO STRINGER AND BEAM 05 WELD TO STRINGER AND ANCHOR TO FLOOR. L/ Jo \�-----I .- t STEEL RUNGS 55 BUILONG 56 FLAT STEEL BAR 57 HEAT SEAL MEMBRANE OVER METAL FLASHING WIDTH OF DOOR OFLAT gTOP 0/ PANEL ___ '-11 60 m ( --- DRIP EDGE 62 Mil 'i3 '�;,{- . 9 ° • 64 ACCENT BAND REVEAL IN TILT -UP PANEL 1 HOUR FIRE RATED WALL ASSEMBLY GA FILE WP1200 e MEIAL STUDS Wf 5/8' TYPE 'X' GYP. BD. BO EH SIDkS - LXIEND TO WALL, CAULK JOINTS AT WALL WITH FIRE SEALANT 66 ADJACENT GRADE 0R PAVEMENT 67 ® O80 SIGNAGPERMIT) LL E - N.I.C. (AEXTERIOR SIGNAGE 15 UNDER SEPARATE COATING SYSTEM \ CONCRETE TILT -UP PANEL -- •1,. Y / 0 ROUND STEEL SUPPORT PAINTED 72 TOP O/ PANEL -- �1 14111 70P 0/ PANEL ' ,--_, FACE5/8- BRICK x 75/8SOILDER) COURSE - MODULAR SIZE (2 1/4" x 3 5 COATING SYSTEM CONCRETE 11LT-UP PANEL 76 4"x8"x16" SMOOTH FACE CMU 77 8"x8"x16• SMOOTH FACE CMU ROOF MEMBRANE + •• $S :�A."4h .:42:•.:44 ROOF MEMBRANE -0 1 11 I TOP Df PANE1 \ -��-y \ �EL.=125'-70" -I-•: ..) • _ —T �r� EL.= 125'-10" I LL ^ I I► �1 •, °• �EL=125'-10" �- I 1_�_�l 1 I COATING SYSTEM CONCRETE TILT -UP PANEL 1-1/2" RIGID INSULATION FURRING CHANNELS ' \ \ \ COATING SYSTEM COATING SYSTEM - BETWEEN O.C. VAPOR BARRIER TYPE 'X' GYP. BD. • •• ` .- Y--`-, CONCRETE TILT -UP PANEL COATING SYSTEM CONCRETE P PANEL [COATING'SYSTEM LT P PANEL 3/4" GROUT5/8- CONCRETE TILT -UP PANEL ROOF MEMBRANE ROOF MCONCREMBRANE CONCRETE TILT -UP PANEL ROOF MEMBRANE ROOF M MBRANE 0 O ® 12 61 BRICK COURSES = 13'-8" 8" v © Ark ( ^�--- .' • - — 7 \ f I ,ri 0 •• 15 13 O 12 O • • up 0 -• 12 ® O 15 ® 72 ® P••.•••••:.••.44,..:. "„.........4...:•••••:•:•:•.:•• .5 .................:4,7„.„ *:.:. z µ .x.65 .' 4• 4•t SPM1 i9S6L•.�d .l7r �. SIM. m •° ° • '+� • ° ae \ \\ i t' m m co COATING SYSTEM CONCRETE TILT -LIP PANEL 1-1/2" RIGID INSULATION BETWEEN FURRING CHlWNELS I -.. ,• 1L • . A —I. I ai 1 I 1 P . • .L d1 ®24" O.C, VAPOR BARRIER ° • I•...._ I m28 ' ik m S/8" TYPE 'X' GYP. 80. TOY --- 1 1 1 4-6 BRICK COURSES = 10-8" 9 °°i ••••• \ + J Al 2 �_ __�� I 1 Qe SIM — • '-�_ 4 4111' VP SIM. ---- — _ , - �1 m 1 I T Ss Nre gg j A s az 1.1 M ° 8 ' Si I e ' Ni� 4 g.- 24 ., _ v, ' TOP OF PANEL �EL. 1117 -5" .c1�`+ \ - r -�-_ ° r rI� 1/III a ta , '1'1� 11� ` ;i1') r`7 \__ -•-fir l 17'-4" TO TOP OF FRAMING 18 A1.2 I '° -` .• n II — COATING SYSTEM CONCRETE TILT -UP PANEL 1-1/2" RIGID INSULATION f BETWEEN FURRING CHANNELS ^ NV -` COATING SYSTEM CONCRETE TILT -UP PANEL 1-1/2" RIGID INSULATION FURRING CHANNELS 1OTTOM OF PRECAST PANEL a ° s s °d e s I — 0 24" D.C. VAPOR BARRIER 5/8' TYPE 'X' GYP. BD. -BETWEEN° - 3 j OTO 24" O,C. VAPOR BARRIER 5/8' TYPE X' GYP. BD.ei • , 0 0 ° •• e a L 61 BRICK COURSES = 13'-0" •.• N IN ' p. •'° , ° 19 _ it ° 32 0 A NI 51 Ne 19 32 4111111110 3 $ 0 32 0 RI NI •'0*{- 32 ® 32 17: IA ♦• in a • . • ° ° • ° "• 3 + 1;®24. 4 a • FACE BRICK W/4' - "^=-•,-+! CONCRETE TILT -UP PANEL N S . q { Z FACE BRICK W/4- AIR GAP CONCRETE TILT -UP PANEL 1-1/2" RIGID INSULATION / " FURRING hJ• (� c "' ,,t 5 FACERI BRICK 0/ CONCRETE TILT -UP PANEL 1-1/2" RIGID INSULATION NI at NI 1-1/2" RIGID INSULATION FURRING p CONCRETE TILT -UP P S 1/2" PORCELAIN OLE PREMIUM MORTAR SYSTEM STUCCO WRAP BY TYVEK' CONCRETE TILT -UP PANEL BETWEEN CHANNELS 0 24. 0.C.N VAPOR BARRIER 5/8" TYPE 'X' GiP, BD. N s a o e IPANE1 PANEL 3/4" GROUT CONCRETE T1LT-UP BETWEEN CHANNELS- 0 24. O.C. VAPOR BARRIER 5 3 TYPE 'x' GYP. BD. / a, BETWEEN FURRING CHANNELS -NTi ®24. O.C. VAPOR BARRIER 5/B" TYPE '%' GYP. 8D. ^WJ NI- s S 1-1/2' RIGID INSULATION BETWEEN FURRING CHANNELSY ®24" O.C. 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I� sal TILT -UP PILASTER AT FRONT WALL SECTION FRONT WALL SECTION c.� SiDE WALL SECTION R SIDE WALL SECTION Q SIDE WALL SECTION P SIDE WALL SECTION WS -N TU CW 1 03/16/06 I SCALE: 3/4".1'-0" W5 -P TU CW 103/16/06 I SCALE: 3/4"e1'-0" WS -Q TU CW 10.3/16/06 I SCALE: 3/4"=l'-0" WS -R TU CW 103/16/06 I SCALE: 3/4"=1'-0" WS -S TIJ CW 103/18/06 I SCALE: 3/4"=1'-0" x11152 -WS -T 1 10/10/06 I SCALE: 3/4"=1'-0' KOHL'S - TUKWILA, WA 17200 SOUTHCENTER PARKWAY TUKWILA, WA 98188 DEVELOPED BY• KOHL'S DEPARTMENT STORES, INC. N56 W17000 RiDGEW00D DRIVE MENOMONEE FALLS, WISCONSIN 53051 TEL 1262) 703-7000 FAX' (262) 703-7105 11152 WALL SECTION KEY NOTES 0 CONCRETE SLAB AND FOOTING, SEE STRUCTURAL DWGS. O CONCRETE WALK ® 25 MAX, SLOPE AWAY FROM BUILDING OLANDSCAPE / PLANTING AREA - SEE LANDSCAPE DWGS. O CONCRETE TILT -UP PANEL O METAL STUDS 10 STRUCTURAL BEAM - SEE STRUCTURAL DWGS. 11 STEEL BAR JOIST, SEE STRUCTURAL DWGS. 12 ROOFING OVER RIGID INSULATION 13 METAL DECK - SEE STRUCTURAL DWGS. 15 EXTEND ROOFING VERTICALLY ON PARAPET WALL 17 WALL INSULATION 19 SUSPENDED ACOUSTICAL CEILING, SEE REFLECTED CEILING PLAN 25 RIGID INSULATION ASSEMBLY CI 2" RIGID INSULATION. EXTEND UNDER SLAB 2'-0' 32 UNE OF INTERIOR WALL CONSTRUCTION - SEE SHEET PP1 OPORCELAIN TILE 35 PREF1NISHED ALUMINUM TRIM - 7-1/2" x 3/4" 50 G3 YP5/8"D. BOTH SIDMTL 57505ES 10 - 24" 0.C. CENTER FROM S FLOORBTWN. TO ROOFGARCYSTUDS DECK W/ . BSTUD 51 ROD STOCK AND SEALANT OR ALUM. ANGLE IF JOINT IS GREATER THAN 1". TYPICAL. 52 2 1/2" X 2 1/2- X 1/4" ANGLE, WELD TO STRINGER AND BEAM 05 WELD TO STRINGER AND ANCHOR TO FLOOR. L/ 2" SUP TRACK 54 STEEL RUNGS 55 STEEL CHECKERPLATE W/ ABRASIVE FINISH WELDED TO RUNGS 56 FLAT STEEL BAR 57 HEAT SEAL MEMBRANE OVER METAL FLASHING WIDTH OF DOOR OFLAT STEEL BAR SUPPORT WELDED OR ANCHORED TO STRUCTURE 59 DOOR W/ 4-51050 FRAME - CAULK PERIMEI EN ASIDES LL SEE 6/A2, DOOR #200A 60 PLYWOOD RANO AROUND 0005 FRAME SEE 6/A2, 0008 NOTE 3 C> DRIP EDGE 62 DOUBLE LAYER MEMBRANE ROOFING - SEE ROOF PLAN 63 MEZZANINE FLOOR ASSEMBLY - SEE STRUCTURAL DWGS. 64 ACCENT BAND REVEAL IN TILT -UP PANEL 1 HOUR FIRE RATED WALL ASSEMBLY GA FILE WP1200 e MEIAL STUDS Wf 5/8' TYPE 'X' GYP. BD. BO EH SIDkS - LXIEND TO WALL, CAULK JOINTS AT WALL WITH FIRE SEALANT 66 ADJACENT GRADE 0R PAVEMENT 67 8" X B" CONCRETE CURB IN 000K WITH 3/4" CHAMFER O80 SIGNAGPERMIT) LL E - N.I.C. (AEXTERIOR SIGNAGE 15 UNDER SEPARATE 69 SIGNAGE J -BOX - SEE ELECTRICAL DWGS. O STAINLESS STEEL BAND AND WEATHER BOOT 0 ROUND STEEL SUPPORT PAINTED 72 11'-10' GARCY STUDS BETWEEN FULL HEIGHT WALL STUDS 73 FACE BRICK - MODULAR SIZE (2 }- x 3 r x 7 I-) 74 FACE5/8- BRICK x 75/8SOILDER) COURSE - MODULAR SIZE (2 1/4" x 3 5 FACE BRICK SOAP COURSE - MODULAR SIZE (2 1/4" x 2 5/15" x 7 5/8") 76 4"x8"x16" SMOOTH FACE CMU 77 8"x8"x16• SMOOTH FACE CMU 0 3" UMESTONE CAP TAPERED TO FRONT AND BACK. 79 BRICK TIES - SEE STRUCTURAL ns L 4 276. r` INFORMATION ON THIS DRAWING TAKES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFLICTING INFORMATION. NO. DATE BY DESCRIPTION »DDD»»D 12-22-06 JMS REVISED PER PLAN REVIEW COMMENTS 12-22-05 Bid Set C'iY Y 5 Yl$ri111' ' JAN 0 9 2007 WALL SECTIONS SCALE: PROJECT #: 3079-11152 DRWN BY: CHKO BY: - BLDG. SUBMITTAL: 10/ 12/06 SHEET: O N N N A53W m L 1 0 1 OCONCRETE WALK 0 25 MAX. SLOPE AWAY FROM BUILDING R s EWED FOR CO. OMPLIA'4CE ¶EB-2UU1 / PLANTING AREA - SEE LANDSCAPE DWGS. Q EFTS OVER DENS ON METAL STUDS 0 irk EFTS OVER DENS ON METAL STUDS STRUCTURAL BEAM - 555 STRUCTURAL DWGS. ." CTAT City RUI 41 111��`�v Of Tukwila 1 NG DIVISION Mr CONCRETECOATING SYSTEM PANEL ROOF MEMBRANE 13 vir COATING CONCRETE TILT -UP PANEL ROOF MEMBRANE EXTEND ROOFING VERTICALLY ON PARAPET WALL 17 WALL INSULATION 19 SUSPENDED ACOUSTICAL CEILING, SEE REFLECTED CEIUNG PLAN TOP OF PANEL I T— I 13 12 TOP OF PANEL I .;�. = I 13 72 �� TL. � 130 -2`- _ 10.1. , " 1 I in. 35 PREFINISHED ALUMINUM TRIM - 7-1/2" x 3/4" Ei._,. EL= 130 -2 �� `S I 2 1/2" X 2 1/2" X 1/4" ANGLE, WELL TO STRINGER ANO BEAM OR WELD TO STRINGER AND ANCHOR TO FLOOR. 53 TOP OF PANELa _J- -__ 55 STEEL CHECKERPLATE W/ ABRASIVE FINISH WELDED TO RUNGS 56 FLAT STEEL BAR ai HEAT SEAL MEMBRANE OVER METAL FLASHING WIDTH OF DOOR 58 FLAT STEEL BAR SUPPORT WELDED OR ANCHORED TO STRUCTURE 59 0005 W/ 4-510E0 FRAME - CAULK PERIMETER ALL SIDES 655 61.42, 000R 200A I PLYV00D BAND AROUND DOOR FRAME 5EE 6/A2, DOOR NOTE 3 61 DRIP EDGE 62 DOUBLE LAYER MEMBRANE ROOFING - SEE ROOF PLAN ° 1 15 c.•\ I 64 ACCENT BAND REVEAL IN TILT -UP PANEL 1 HOUR FIRE RATED WALL ASSEMBLY GA. FILE WP1200 J.B.E. . :R • .a.+.� ADJACENT GRADE OR PAVEMENT 67 `0•E129•-0- :�jl� ;I: i L. 69 SIGNAG5 J -BOX - SEE ELECTRICAL DWGS. 70 STAINLESS STEEL BAND AND WEATHER BOOT r Y„ 72 - G rn J.B.E. _�'ifr_ SEE STRUCT.J `II .y .4I r A° • ° •• 111 {F 11 S ._ i 2j 1 1 � sEE STRUCT.° I\_`' i' ' Ii 1'1 I 1 I ! LIMESTONE CAP TAPERED TO FRONT AND BACK. OBRICK COATING SYSTEM CONCRETE TILT -UP PANEL m J . a, ,` yz 11 7 i ROOF MEMBRANE COATING SYSTEM CONCRETE TILT -UP PANEL 1-1/2" RIGID INSULATION BETWEEN FURRING CHANNELS c ° • COATING SYSTEM CONCRETE TILT -UP PANEL ROOF MEMBRANE -- 0 ® 24" O.C. VAPOR BARRIERliti 5/8" TYPE X' GYPSUM BO••' ©• ® ® ° • •: irk d i iiiiimiiiistfiataitiim i tIt /7l lei SIM. \ 333 1 Ii kr 5 5 ° e'-3" TO TOP OF FRAMING 6 , _ ' 3 : VP TO TOP OF FRAMING _ • COATING SYSTEM CONCRETE TILT -UP PANEL 1-1/2" RIGID INSULATION BETWEEN FURRING CHANNELS a• • 0 24' O.C. VAPOR BARRIER©] 5/B' TYPE 'X' GYP. BD. • in r • .„, - 2 rj d•'- 'b� D o 6 SI G Q csa I a s : I 8 g ...: ° 32 - "i COATING SYSTEM CONCRETE TILT -UP PANEL 1-1/2" RIGID INSULATION BETWEEN FURRING CI-IANNELS .8 24" O.C. VAPOR BARRIER S2 yr 5/8" TYPE 'X' GYP. BD. L° 1 1 1 ° • .... • i �1 •d - FACE BRICK W/4" AIR GAP CONCRETE TILT -UP PANEL. 1-1/2' RIGID INSULATION m — ) BETWEEN FURRING CHANNELS ® 24. O.C. VAPOR BARRIER 5/8' TYPE 'X' GYP. BD. ° VP 1. le 1 5 ° COATING SYSTEM COATING CONCRETE TILT -UP PANEL 1-1/2" RIGID INSULATION BETWEEN FURRING CHANNELS • 0 24" O.C. VAPOR BARRIER 5/8" TYPE "5' GYPSUM BOARD 55 p i• • SDI li 0TM FIN FLOOR ,. 0 �, 655 SDI v+ .1 42) Ng i .: 1 � !� - 4EL.- LOOK OO 0" �d.=100'-0 EL=100. 13 ` ° • . ° • 78 77 © .. °, © ©� 1: ° °• ' � �..:,_. � .riRtn ilEI'3• •1Y.{. 111.7, y `'.ra•-'• V+l.: C. , Y.. . � II IIIA.. �.I( re 5;1 IIT 1 iI A iII-jfI l' • y. -Yexe-e� .�;4/M1 a U 'F� 4' '..A e'- �. iiik_" 37■M I' "1 .�� x , r"' a - ' aYyf tll ll]Ln= ll= L�14=JLi s ll-Jl Il_=II ssi1 y4 f�• . R C-fir�! +.sT �p l JL- mp JL 11!r'JL - I I -ll L� j�II .11-I-liil�ll _��Ill-rjL=1 i.tL 111IIF I .II I II _ IF II 1. I...I I h1 II 1(•f I L Img I } 1 Il '11 �i.® 0JIs ,ice ►. te�O . y= JL s y' .- �;�: ` , . gllu� 3 ,tell&�� +�. ifi `" ■:� net'' Jla P� ll " ll = t z °�im a� l. ,1� ��llll .jig'1 1'a� Jl�ll 3L g =Lv = : 141.11'1.: �L-�g{J 'SIL ll-rajl�lFjjr�Fll s -A P• C �: Ii} i(F r IIu (ILII .yll �1Lr Ii I!- II J1}LI vL FII II ix L.i F Il l IIp- U� mIM 11 e 0 !• a 1 . ; - . L I 1 L D n ' z Ar -� I IL JL= 11 IL l II 0 III III I ` ED `� �' 1-. U Sll _l.. G1 Lei LI - 5 0 Nr -co o ee.. ==`� �c"Y0 u I I Q, ....Bell I c u l -NN I_i ll ill .-- , �•� ! LTi �i1�4 II =':T:= I l a� f I a uI I . I l= . I . I� lr'I SII �n I I I I. i. . L [ 1 I .:IM I. I: o 11 II' I i.l� I!'. i d"I r1 II ir1T ik {.1 I ,I.5 f= �• RL:I -- 0 :I ll�Il�l� lolls =ll mla JL JF a 1� S7l v llJizNs q •jl. is 1 _.II1-._CC 1 I - 11 I IL x �T SIDE WALL SECTION v SIDE WALL SECTION u FRONT WALL SECTION TT WS -U TU CW 111/16/05 I SCALE: 3/4'=1'-0" WS -TT TU CW i 03/16/06 1 SCALE: 3/4"=1 0' WS -V TU CW 103/16/06 I SCALE: 3/4'=1'-0" k....Mtt KOHL'S — TUKWILA, WA 11152 17200 SOUTRGENTER PARKWAY TUKWILA, WA 98188 DEVELOPED BY, KOHL'S DEPARTMENT STORES, INC, N56 W17000 RIDGEWOOD DRIVE MENOMONEE FALLS, WISCONSIN 53051 TEL. (265) 703-7000 FAX. (262) 703-7105 WALL SECTION KEY NOTES 0 CONCRETE SLAB AND FOOTING, SEE STRUCTURAL DWGS. OCONCRETE WALK 0 25 MAX. SLOPE AWAY FROM BUILDING OLANDSCAPE / PLANTING AREA - SEE LANDSCAPE DWGS. OCONCRETE TILT -UP PANEL 0 METAL STUDS 10 STRUCTURAL BEAM - 555 STRUCTURAL DWGS. 11 STEEL BAR JOIST, SEE STRUCTURAL COGS, 12 ROOFING OVER RIGID INSULATION 13 METAL DECK - SEE STRUCTURAL DWGS. 15 EXTEND ROOFING VERTICALLY ON PARAPET WALL 17 WALL INSULATION 19 SUSPENDED ACOUSTICAL CEILING, SEE REFLECTED CEIUNG PLAN 25 RIGID INSULATION ASSEMBLY 29 2 RIGID INSULATION. EXTEND UNDER SLAB 2'-0" 32 UNE OF INTERIOR WALL CONSTRUCTION - SEE SHEET PPI OPORCELAIN TILE 35 PREFINISHED ALUMINUM TRIM - 7-1/2" x 3/4" /Z.-,`.,3 5/13" MTL STUDS 0 24" 0,C. FROM FLOOR TO ROOF DECK W/ GYP. BD. BOTH SIDES - CENTER STUDS BTWN. GARCY STUDS 51 ROD STOCK AND SEALANT OR ALUM. ANGLE IF JOINT IS GREATER THAN 1". TYPICAL. 52 2 1/2" X 2 1/2" X 1/4" ANGLE, WELL TO STRINGER ANO BEAM OR WELD TO STRINGER AND ANCHOR TO FLOOR. 53 2" SUP TRACK 54 STEEL RUNGS 55 STEEL CHECKERPLATE W/ ABRASIVE FINISH WELDED TO RUNGS 56 FLAT STEEL BAR 57 HEAT SEAL MEMBRANE OVER METAL FLASHING WIDTH OF DOOR 58 FLAT STEEL BAR SUPPORT WELDED OR ANCHORED TO STRUCTURE 59 0005 W/ 4-510E0 FRAME - CAULK PERIMETER ALL SIDES 655 61.42, 000R 200A O60 PLYV00D BAND AROUND DOOR FRAME 5EE 6/A2, DOOR NOTE 3 61 DRIP EDGE 62 DOUBLE LAYER MEMBRANE ROOFING - SEE ROOF PLAN 63 MEZZANINE FLOOR ASSEMBLY - 5EE STRUCTURAL DWGS. 64 ACCENT BAND REVEAL IN TILT -UP PANEL 1 HOUR FIRE RATED WALL ASSEMBLY GA. FILE WP1200 0 MEIAL S1U05 W/ 5/8 IYPE 'X' GYP. 80. BO 1H SIDES - EXTEND TO WALL, CAULK JOINTS AT WALL WITH FIRE SEALANT 66 ADJACENT GRADE OR PAVEMENT 67 8' X 8" CONCRETE CURB IN DOCK WITH 3/4" CHAMFER 68 68 SIGNAGEPERMIT) - N.I.C. (ALL EXTERIOR SIGNAGE 15 UNDER SEPARATE 69 SIGNAG5 J -BOX - SEE ELECTRICAL DWGS. 70 STAINLESS STEEL BAND AND WEATHER BOOT 71 ROUND STEEL SUPPORT PAINTED 72 11'-10" GARCY STUDS BETWEEN FULL HEIGHT WAIL STUDS 73 FACE BRICK - MODULAR SIZE (2 }" x 3 r x 7 r) 74 FACE" 6RICK SOILDER COURSE - MODULAR SIZE (2 1/4" x 3 5/8 x 7 5/8-) 75x FACE BRICK SOAP COURSE - MODULAR SIZE (2 1/4" x 2 5/16" 7 5/8-) 76 4'x8'x16` SMOOTH FACE CMU 77) 8.x8"x16" SMOOTH FACE CMU O3" LIMESTONE CAP TAPERED TO FRONT AND BACK. OBRICK TIES - SEE STRUCTURAL f INFORMATION ON THIS DRAWING TAKES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFLICTING INFORMATION. NO. DATE BY DESCRIPTION »»»»D 12-22-06 JMS REVISED PER PLAN REVIEW COMMENTS 12-22-06 Bid Set RECEIVED Crry (WTUKWILP JAN U 5 9Af i uvca PERM -real -ER 0 N T• - WALL SECTIONS SCALE: PROJECT #: 3079-11152 DRWN BY: - CHKD BY: BLOC. SUBMITTAL: 10/12/06 SHEET: l" - W A5a4o �� m 0 AA / BB c).4.5 I I I IG.0 TO INSTALL SPEAKER MOUNTING DWARE (PROVIDED BY BOSE) IN CENTER F ROOM PRIOR TO INST NG DRYWALL BUNG (AT 8'-6" 0 10 tI F COMPACTOR r N lOT IC T 3A T. T y T J 1 6'-0" 6 -0" 1 2 3 3.3 3.7 5 5.5 ® 6.7 B.8 7 7.3 7.7 O8 ELECTRICAL PANELS AA tbc) 3 VS ® J 10 KOHL'S - TUKWILA, WA 11152 17200 SOUTHCENTER PARKWAY TUKWILA. WA 98188 DEVELOPED BY' KOHL'S DEPARTMENT STORES, INC. N56 W17000 RIDGEWOOD DRIVE MENOMONEE FALLS. WISCONSIN 55051 TEL (262) 703-7000 FAX' (262) 709-7105 REFLECTED CEILING LEGEND I °l B� C 0 F n 2'X4' (PARABOLIC) 2'X4' (PARABOLIC) NIGHT LIGHT 2'X2' (PARABOLIC) 2'52' (PRISMATIC) GI 1 2'54' (PRISMATIC) 2'X4' (PRISMATIC) NIGHT UGHT DOUBLE TUBE FLUORESCENT STRIP FIXTURE CORNICE, RESTROOM AND STOCKROOM UGHTING. H CORNICE LIGHTING TO BE ATTACHED TO CEILING GRID W/ CADDY CLIPS. FIXTURES TO FILL SPACE To WITHIN 0"-12" OF WING WALLS (WITHOUT DAMAGING DRYWALL) AFTER INSTALLATION OF COMBINATION OF 3', 4', 6' AND 8' FIXTURES SHOWN. FIXTURES ARE NOT TO OVERLAP AT CORNERS. • PULL DOWN ADJUSTABLE ACCENT LIGHT PL4 AS 4'-0" UP/DN FLUORESCENT WALL MOUNT LIGHT QI 1 RECESSED WALL WASHER UGHT FIXTURE. R CEILJNG SURFACE MOUNT FLUORESCENT LIGHT 5 4 WALL SCONCE LICHT FIXTURE, TRACK LIGHT (2 -HEAD). MOUNT 5'-0' FROM WALLS UNLESS OTHERWISE SHOWN. (TO BE CENTERED BETWEEN WING WALLS AND MOUNTED NOT TO INTERFERE WITH HINGED OPERATION OF PARABOLIC GRIDS) TRACK LIGHT (3 -HEAD). MOUNT 8'-0" FROM WALLS UNLESS OTHERWISE SHOWN. (TO BE CENTERED BETWEEN WING WALLS AND MOUNTED NOT TO INTERFERE WITH HINGED OPERATION OF PARABOLIC GRIDS) TRACK LIGHT (8' TRACK W/ 4 -HEADS). TB LOCATE AS SHOWN ON THIS PLAN. (MOUNT NOT TO INTERFERE WITH HINGED OPERATION OF PARABOLIC GRIDS). • DOWN LIGHT DOWN LIGHT • EXTERIOR NIGHT LIGHT • FLUORESCENT DOWN LIGHT CEILING TILE SPECIFICATION 1. GENERAL - USG #2310 RADAR 24'X48"X5/8" SQUARE EDGE-WH2'DEITE 2 SFRVICSK - USG #4221 OLYMPIA MICRO COMA PLUS 2X2'55/8" - WHITE. 3. REST ROOMS - USG #2862 RADAR CLIMA PLUS ILLUSION 2'X4'X3/4" - WHITE. 4, NO TILE SUBSTITUTIONS ALLOWED CEILING SUSPENSION SPEC, 1. USG CORPORATION 2. DONN DX INTERMEDIATE DUTY SYSTEM PER ASTM C635 3. 15/16' EXPOSED GRID FACE 4. 12' MAIN RUNNERS & 4' CROSS TEES SHALL BE WHITE 1 1/2" HEIGHT. 5. NO GRID SUBSTITUTIONS ALLOWED 6. KOHL'S HAS A NATIONAL AGREEMENT WITH USG CORPORATION. KOHL'S REQUIRES THE USE OF USG SHEETROCK PANELS AND USG FINISHING COMPOUNDS FOR INTERIOR WALL AND CEILING CONSTRUCTION. USE QUOTE #SA61 WHEN PLACING AN ORDER WITH DISTRIBUTION. SEE VENDOR CONTACT UST FOR VENDOR CONTACT INFOMATION. INFORMATION ON THIS DRAWING TAKES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFLICTING INFORMATION. NO. DATE BY DESCRIPTION A12-22-06 Permit Sat A A A A A A A JAN 0 9 Euei PEHMITCECEFI REFLECTED CEILING PLAN SCALE: 3/32"=1'-O" SHEET: PROJECT #: 3079-11152 DRWN BY: JF CHKD BY: JT BLDG. SUBMITTAL 1 0/1 2/06 (0 O 01 N N r W RC1 ° m REFLECTED CEILING NOTES 1. CEILING TILE AND CEILJNG GRID TO BE FURNISHED AND INSTALLED BY GENERAL CONTRACTOR. 2. CEILING ON SALES FLOOR TO BE 11'-10" AFF. AND 8'-6" AFF. IN OFFICE AREAS. 3. SPEAKERS. PA HORNS, VOLUME CONTROLS, AMPLIFIER, FRONT ENTRY DOOR BELL, AND ALL SOUND SYSTEM COMPONENTS WILL BE INSTALLED BY OTHERS UNLESS OTHERWISE NOTED. 4. SEE "053" FOR DRESSING ROOM CEILING HEIGHTS, SECTIONS & DETAILS. 5. SEE ELECTRICAL PLANS FOR DETAILED ELECTRICAL INFORMATION. FIRE SPRINKLER NOTES 1. APPLY A MINIMUM 5 PSI SAFETY FACTOR, OR MORE IF REQUIRED BY THE AUTHORITY HAVING JURISDICTION, BETWEEN AVAILABLE SUPPLY AND SPRINKLER DEMAND POINT IN ALL DESIGN CASES. 2. LIMIT HEAD SPACING IN OFFICE AREAS TO LIGHT HAZARD OCCUPANCY RULES. 3. UMIT SPRINKLER SPACING IN ALL STOCKROOMS TO 100 SO. FT. PER SPRINKLER OR AS ALLOWED BY THE LISTING FOR THE SPECIFIC STORAGE SPRINKLERS IF UTILJZED. 4. SPRINKLERS SHALL NOT BE POSITIONED BEHIND ANY WALL CORNICES. 5. CONTACT KOHL'S REPRESENTATIVE FOR WATER FLOW TEST INFORMATION TO BE USED FOR THE SPRINKLER SYSTEM DESIGN. 6. SUBMIT TWO SETS OF DESIGN LAYOUT DRAWINGS (WITH SUPPORTING HYDRAULIC CALCULATIONS AND EQUIPMENT CUTSHEETS) FOR REVIEW AND ACCEPTANCE PRIOR TO FABRICATION AND BEGINNING ANY WORK TO CNA INSURANCE AND TVA FIRE & LIFE SAFETY, INC. SEE VENDOR CONTACT IJST ON DETAIL SHEETS FOR VENDOR CONTACT INFORMATION. 7. SUPPLY SPRINKLER LAYOUT ZONE DIAGRAM IN PICTURE FRAME AND MOUNT TO WALL NEAR SPRINKLER RISERS. 8. SPRINKLERS INSTALLED IN AREAS WITH A SUSPENDED CEIUNG SHALL BE SEMI RECESSED CHROME AND QUARTER POINTED WITHIN CEILING TILES. SPRINKLERS INSTALLED IN AREAS WITH DRYWALL CEIUNGS SHALL BE SEMI -RECESSED CHROME HEADS WITH WHITE TRIM RINGS. 9. PROVIDE A CABINET NEAR SPRINKLER RISERS WITH THE APPROPRIATE NUMBER AND TYPES OF SPARE SPRINKLERS AND PROPER WRENCHES. 10. ALL HORIZONTAL SPRINKLER PIPING SHALL BE INSTALLED ABOVE THE BOTTOM CHORD OF THE JOISTS IN THE AREA OF THE APPAREL RETRIEVAL SYSTEM. 11. SPRINKLERS SHALL BE POSITIONED WITH RESPECT TO ALL OBSTRUCTIONS, INCLUDING, BUT NOT LIMITED TO, STRUCTURAL MEMBERS, EXIT SIGNS, WAYFINDING SIGNS, FIXTURES, LJGHTING, ETC. SEE SHEET "WF1" FOR LOCATION OF WAYFINDING SIGNAGE. 12. THE USE OF MECHANICAL TEES AND "CLAMP ON" FITTINGS ARE NOT ALLOWED EXCEPT AT ALARM DEVICES (IE. FLOWSWITCHES, ETC.). FIRE SPRINKLER CRITERIA 1. OFFICES: INSTALL A WET PIPE SYSTEM USING STANDARD SPRAY OR EXTENDED COVERAGE ORDINARY TEMPERATURE QUICK RESPONSE (QR) SPRINKLERS DESIGNED TO PROVIDE 0.15 GPM/SQ. FT. OVER THE HYDRAUUCALLY MOST REMOTE 1,500 SQ.FT. AREA. THE CALCULATION MUST INCLUDE A TOTAL HOSE STREAM ALLOWANCE OF 100 GPM ALL SPRINKLERS SHALL BE LJSTED AND APPROVED. THIS CRITERIA I5 BASED ON ORDINARY HAZARD GROUP 1 PER NFPA 13, 2002 EDITION, FIGURE 11.2.3.1.5 AND EXCEEDS THAT REQUIRED FOR LIGHT HAZARD FOR PROTECTION OF OFFICE AREAS IN ACCORDANCE WITH NFPA 13, 2002 EDIDON, FIGURE 11.2.3.1.5. 2. RETAIL AREA INSTALL A WET PIPE SYSTEM USING STANDARD SPRAY OR EXTENDED COVERAGE ORDINARY TEMPERATURE SPRINKLERS DESIGNED TO PROVIDE 0.20 GPM/SQ. FT. OVER THE HYDRAULICALLY MOST REMOTE 1,500 5Q. FT. AREA. THE CALCULATION MUST INCLUDE A TOTAL HOSE STREAM ALLOWANCE OF 250 GPM. ALL SPRINKLERS SHALL BE LISTED AND APPROVED FOR USE IN ORDINARY HAZARD OCCUPANCIES. THIS CRITERIA IS BASED ON ORDINARY HAZARD GROUP 2 PER NFPA 13. 2002 EDITION, FIGURE 11.2.3.1.5 FOR PROTECTION OF MERCHANTILE OCCUPANCIES. 3. STOCKROOM WIFH0UT A MEZZANINE HAVINWELUNG HEIGHT OF J FSS THAN 15FT.: INSTALL A WET PIPE SYS IEM DESIGNED TO PROVIDE 0.30 GPM/SQ.F7. OVER THE HYDRAUUCALLY MOST REMOTE 2,000 50. FT. AREA_ THT CALCULATION MUST INCLUDE A TOTAL HOSE STREAM ALLOWANCE OF 500 GPM. THIS CRITERIA I5 BASED ON NFPA 13, 2002 EDITION, FIGURE 12.3.3.1.5(A) FOR PROTECTION OF UP TO 10 FT OF RACK STORAGE OF CLASS I -N COMMODITY AND GROUP A PLASTICS WITH A CEILING CLEARANCE OF LESS THAT 5 FL 4. STOCKROOM WITHOUT A MEZZANINE HAVING A CEILING DECK HEIGHT OF MORE THAN 15 FT. BUT NOT MORE THAN 22 FT - INSTALL A WET PIPE SYSTEM DESIGNED TO PROVIDE 0.45 GPM/SQ.FT. OVER THE HYDRAULICALLY MOST REMOTE 2,000 5Q. FT. AREA THE CALCULATION MUST INCLUDE A TOTAL HOSE STREAM ALLOWANCE OF 500 GPM. THIS CRITERIA IS BASED ON NFPA 13, 2002 EDIITION, FIGURE 12.3.3.1.5(8) FOR PROTECTION OF UP TO 15 FT OF RACK STORAGE OF CLASS I -N COMMODITY AND GROUP A PLASTICS WITH A CEILING CLEARANCE UP TO 7FT. 5. $JOCKROOM WITH A_ MEZZANINE HAVING A CEILING DECK HEIGHT OF NOT MORE THAN 22 FT ABOVE THE MEZZANINE: INSTALL A WET PIPE SYSTEM DESIGNED TO PROVIDE 0.45 GPM/SQ. FT. OVER THE HYDRAULICALLY MOST REMOTE 2,000 SQ. FT. MEZZANINE LEVEL AREA AND INSTALL A WET PIPE SYSTEM DESIGNED TO PROVIDE 0.30 GPM/SQ. FT. OVER THE HYDRAULICALLY MOST REMOTE 2,000 SQ.FT. AREA UNDER THE MEZZANNINE. THE CALCULATION MUST INCLUDE A TOTAL HOSE STREAM ALLOWANCE OF 500 GPM. ALL SPRINKLERS USED ON THE MEZZANINE LEVEL SHALL BE USTED FOR USE IN STORAGE OCCUPANCIES. THIS CRITERIA IS BASED ON NFPA 13, 2002 EDITION, FIGURE 12.3.3.1.5(A) FOR PROTECTION OF UP TO 10 FT OF RACK STORAGE OF CLASS I -N COMMODITY AND GROUP A PLASTICS WITH A CEILING CLEARANCE OF LESS THAN 5 FT FOR THE AREA BENEATH THE MEZZANINE AND NFPA, 2002 EDITION, FIGURE 12.3.3.1.5(8) FOR PROTECTION OF UP TO 15 FT OF RACK STORAGE OF CLASS I-IV COMMODITY AND GROUP A PLASTICS WITH A CEILING CLEARANCE UP TO 7 FT. I AA tbc) 3 VS ® J 10 KOHL'S - TUKWILA, WA 11152 17200 SOUTHCENTER PARKWAY TUKWILA. WA 98188 DEVELOPED BY' KOHL'S DEPARTMENT STORES, INC. N56 W17000 RIDGEWOOD DRIVE MENOMONEE FALLS. WISCONSIN 55051 TEL (262) 703-7000 FAX' (262) 709-7105 REFLECTED CEILING LEGEND I °l B� C 0 F n 2'X4' (PARABOLIC) 2'X4' (PARABOLIC) NIGHT LIGHT 2'X2' (PARABOLIC) 2'52' (PRISMATIC) GI 1 2'54' (PRISMATIC) 2'X4' (PRISMATIC) NIGHT UGHT DOUBLE TUBE FLUORESCENT STRIP FIXTURE CORNICE, RESTROOM AND STOCKROOM UGHTING. H CORNICE LIGHTING TO BE ATTACHED TO CEILING GRID W/ CADDY CLIPS. FIXTURES TO FILL SPACE To WITHIN 0"-12" OF WING WALLS (WITHOUT DAMAGING DRYWALL) AFTER INSTALLATION OF COMBINATION OF 3', 4', 6' AND 8' FIXTURES SHOWN. FIXTURES ARE NOT TO OVERLAP AT CORNERS. • PULL DOWN ADJUSTABLE ACCENT LIGHT PL4 AS 4'-0" UP/DN FLUORESCENT WALL MOUNT LIGHT QI 1 RECESSED WALL WASHER UGHT FIXTURE. R CEILJNG SURFACE MOUNT FLUORESCENT LIGHT 5 4 WALL SCONCE LICHT FIXTURE, TRACK LIGHT (2 -HEAD). MOUNT 5'-0' FROM WALLS UNLESS OTHERWISE SHOWN. (TO BE CENTERED BETWEEN WING WALLS AND MOUNTED NOT TO INTERFERE WITH HINGED OPERATION OF PARABOLIC GRIDS) TRACK LIGHT (3 -HEAD). MOUNT 8'-0" FROM WALLS UNLESS OTHERWISE SHOWN. (TO BE CENTERED BETWEEN WING WALLS AND MOUNTED NOT TO INTERFERE WITH HINGED OPERATION OF PARABOLIC GRIDS) TRACK LIGHT (8' TRACK W/ 4 -HEADS). TB LOCATE AS SHOWN ON THIS PLAN. (MOUNT NOT TO INTERFERE WITH HINGED OPERATION OF PARABOLIC GRIDS). • DOWN LIGHT DOWN LIGHT • EXTERIOR NIGHT LIGHT • FLUORESCENT DOWN LIGHT CEILING TILE SPECIFICATION 1. GENERAL - USG #2310 RADAR 24'X48"X5/8" SQUARE EDGE-WH2'DEITE 2 SFRVICSK - USG #4221 OLYMPIA MICRO COMA PLUS 2X2'55/8" - WHITE. 3. REST ROOMS - USG #2862 RADAR CLIMA PLUS ILLUSION 2'X4'X3/4" - WHITE. 4, NO TILE SUBSTITUTIONS ALLOWED CEILING SUSPENSION SPEC, 1. USG CORPORATION 2. DONN DX INTERMEDIATE DUTY SYSTEM PER ASTM C635 3. 15/16' EXPOSED GRID FACE 4. 12' MAIN RUNNERS & 4' CROSS TEES SHALL BE WHITE 1 1/2" HEIGHT. 5. NO GRID SUBSTITUTIONS ALLOWED 6. KOHL'S HAS A NATIONAL AGREEMENT WITH USG CORPORATION. KOHL'S REQUIRES THE USE OF USG SHEETROCK PANELS AND USG FINISHING COMPOUNDS FOR INTERIOR WALL AND CEILING CONSTRUCTION. USE QUOTE #SA61 WHEN PLACING AN ORDER WITH DISTRIBUTION. SEE VENDOR CONTACT UST FOR VENDOR CONTACT INFOMATION. INFORMATION ON THIS DRAWING TAKES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFLICTING INFORMATION. NO. DATE BY DESCRIPTION A12-22-06 Permit Sat A A A A A A A JAN 0 9 Euei PEHMITCECEFI REFLECTED CEILING PLAN SCALE: 3/32"=1'-O" SHEET: PROJECT #: 3079-11152 DRWN BY: JF CHKD BY: JT BLDG. SUBMITTAL 1 0/1 2/06 (0 O 01 N N r W RC1 ° m 0 WALLS TO EXTEND jROM FLOOR TO BOTTOM OF MEZ INE, AND HAVE 1/ PLYWOOD FROM FL OR TO 48' APP. AND LENGTH OF WALL Hi5 SIDE ONLY. COMPACTOR MDF ROOM STORE MANAGER Z45.1 VEND ROOM OPEN OFF10F NCLOSE COLUMNS IN WALLS, AS SHOWN. STAFFING MANAGER t APPAREL RETRIEVAL, j /APPAREL REFR1EVAL) 1/2" PLYWOOD AROUND COMPACTOR DOOR OPENINGS. SEE COMPACTOR DOOR DETAJL" ON SHEET "A2". 1 calvryoe ...... DRYWALL COUNG J 1/2' PLYWOOD FROM FLOOR TO 48' AFF. LENGTH OF WALL MAIN STOCK ROOM —4/2" PLYWOOD FROM FLOOR TO 46 AFF. LENGTH OF WALL WOMENS THIS SIDE ONLY. —DOUBLE ACTION ELLASON DOORS. I COMPACTOR '1- ® 2'-0" 12'-0" 54 16.-19" (ILD) r5" ?;•`17' 18'-5" (HOLD) 5. 12'-0" 51 12'-0 5' 14-10' WALL TO EXTEND FROM FLOOR TO BOTTOM OF ROOF DECK. REFER TO STRUCTURAL DETAILS. WALL TO EXTEND FROM FLOOR TO BOTTOM or ROOF DECK.— STAINLESS STEEL CORNER GUARDS (2) 3-X3X4'-0-1-1. (GCFGC1) MOUNT TIGHT TO FINISHED FLOOR. WAI.J_ TO EXTEND FROM FLOOR TO BOTTOM OF ROOF DECK. • ON WALLS WITI4 OPENING r 10 01, 19-10' ENCLOSE COLUMN IN WALL AS SHOWN. DRESSING ROOM ENCLOSE COLUMN IN WALL AS SHOWN. ES" 11'-e" MISSES/GIRLS DRESSINGROO STOOK ROOM ENCLOSE COLUMN IN WAIJ. AS 5 SHOWN. 1C-11" 18 I 4--i__•_ 18" '7\ 17' (H REFER TO STRUCTURAL DETAILS, HEADER TO BE 10'-4" AFF. 3'-0"Ag 6'-a" DOOR. EADER TO BE IDE ROOM SURFACE MOUNT 5/e" PLYWOOD. r5" 17-4 MISSES/GIRLS DREINC L0 A. jk MENS DRESSING °ROOM 11.-10" SEC "JEWELRY WALL DETAIL " ON SHEET "052 FOR CONSTRUCTION OF THIS WALL REFER TO STRUCTURAL DETAILS. 1[EADER TO BE 19.-4" AFF HEADER TO - BE 10'-4' AFF. REFER TO STRUCTURAL DETAILS. ",r; - ALIGN WALLS WfTH OPENING 5' 16.-6' - HEADER TO BE 10'-4" AFF. LEVEL 5 FINISH ON INTERIOR AND EXTERIOR CANOPY DRYWALL CEILJNOS. 39" 5" 15-0" -REFER TO STRUCTURAL DETAILS. 5.-4" 14•-6" 10'-1" B" --HEADER TO BE 10.-4" AFF. REFER TO STRUCTURAL DETAILS. HEADER To BE 9.-0 AFF. 6-4' 18" 12-3' JUNIORS DRESSING ROOM 111111111--- OCATION FOR IRRIGATION SYSTEM CONTROL PANEL (CCFCCI) MOUNT 54' AFF. COORDINATE FINN_ LOCATION WITH EfECTURAL 1440 MEP DOCUMENTS. ELECTRICAL PANELS CART STOPS WALLS WITH OPENING TEM CDC) ® CDC' ® (DI WEWIRWRIM"nriFiet • 41, PICA41::: V° LKOHL'S - TUKWI A, WA 17200 SOUTHCENTER PARKWAY TUKWILA, WA 98188 DEVELOPED BY. KOHL'S DEPARTMENT STORES, INC. N56 W1/000 RIDGEWOOD DRIVE MENOMONEE FALLS, WISCONSIN 53051 TEL (262) 703-7000 FAX (262) 703-7105 11152 PARTITION PLAN NOTES 1. ALL WALLS IN SALES AREA TO BE FLOOR TO CEILING (11'- 10" AFF.) EXCEPT AS NOTED. 2. GENERAL CONTRACTOR TO COMPLETE MID FINISH ALL DRYWALL FROM FINISHED FLOOR TO CEILJNG. UNLESS NOTED OTHERWISE. 3. ALL WALLS IN RESTROOMS TO BE INSULATED AND EXTEND FROM F1008 TO CEILING ABOVE OR MAX 14-0". 4. KOHL'S HAS A NATIONAL AGREEMENT WITH USG CORPORATION. KOHL'S REQUIRES THE USE OF USG SHEETROCK PANELS MID USG FINISHING COMPOUNDS FOR INTERIOR WALL AND CEILING CONSTRUCTION. USE QUOTE #SA81 WHEN PLACING AN ORDER WITH DISTRIBUTION. MINIMUM 5 WEEK LEAD TIME REQUIRED FOR PLACING ORDERS, NO SUBSTITUTIONS ALLOWED. SEE VENDOR CONTACT UST FOR VENDOR CONTACT INFORMATION. 5 SAI WALL; CONSTRUCTION 5 COMBINATION STUD/STANDARD (SEE SHEET "WS1" FOR SPEC'S AND ADDI NOTES). 24" 0.0. UNLESS NOTED OTHERWISE. 6. NON -SAI FSELOOR WAI 1: CONSTRUCTION IS 3 5/8' METAL STUD, 24" 0.0., 5/5" TYPE X GYP. 50. BOTH SIDES UNLESS NOTED OTHERWISE. 7. GENERAL CONTRACTOR TO FINISH TOP OF WALLS WITH TRIM-TEX PULLAWAY PRE MASK L BEAD #3110. REMOVE PULLAWAY PRIOR TO PAINTING WALLS. 8. COLUMNS TO RECEIVE A (TFFCI) COLUMN ENCLOSURE FIXTURE UNLESS OTHERWISE NOTED. 9. COLUMNS WITH ADJACENT ROOF LEADERS -- GENERAL CONTRACTOR TO BUILD DRYWALL COLUMN ENCLOSURE PERPENDICULAR TO CEILING GRID, SQUARE, AND PLUM. SEE SHEET "DSi" FOR DRYWALL COLUMN ENCLOSURE DETAIL 10. ALL HEADERS ARE TO BE 7-0' AFT. (5" DEPTH) UNLESS OTHERWISE NOTED. 11. GENERAL CONTRACTOR TO FURNISH AND INSTALL CHAN -LINK FENCING (9 GUAGE 2") AT ALL AREAS OF UPPER MEZZANINE WHICH ARE OPEN TO LOWER LEVEL. CHAIN -UNK FENCE EXTENDS FROM TOP OF MEZZ FLOOR TO BOTTOM OF ROOF JOIST. ALL UPRIGHT POSTS TO BE ANCHORED WITH SUP JOINT CONNECTIONS AT TOP AND WELDED TO STEEL ON BOTTOM. SHORT POSTS WITH WELDED PLATE (THROUGH BOLTED) THROUGH FLOOR ASSEMBLY. 12. SEE SHEET 'W51" FOR PLYWOOD INSTALLATION REQUIREMENTS, 13. SEE SHEET "WS1" FOR WALL STANDARD/STUD LOCATIONS. 14. SZE SHEET "051" FOR ENLARGED OFFICE CORE DETAIL. 15. SEE SHEET "D33" FOR DRESSING ROOM WALL HEIGHTS. 16. SEE SHEET "ADA" FOR INTERIOR DOOR INSTALLATION DETAIL. 17. SEE SHEET "DS3" FOR CONSTRUCTION OF DRESSING ROOM WALLS. 18, GC TO PROVIDE THE FOLLOWING "AS -BUILT" COPIES IN A PVC TUBE MOUNTED VERTICALLY ON THE WA.U. IN THE FOLLOWING LOCATIONS: (1) SET OF FIRE SPRINKLER PLANS AT SPRINKLER RISERS, (1) SET OF FIRE ALARM FLANS AT FIRE ALARM PANEL, (1) SET OF LANDSCAPE AND IRRIGATION PLANS AT IRRIGATION CONTROL PANEL, AND (1) SET OF ARCHITECTURAL. STRUCTURAL, AND MEP PLANS AT FRONT ELECTRICAL PANEL 19. GENERAL CONTRACTOR TO FURNISH AND INSTALL CARTSTOP- SP FLOOR MOUNTED BUMPER SYSTEM ACROSS THE FRONT OF EACH CART STALL. SEE SHEET "FP1" FOR LOCATION AND FURTHER INFORMATION. VERIFY INSTALLATION INSTRUCTIONS WITH KOHL'S CONSTRUCTION MANAGER. ALL COMPONENTS ARE TO BE ORDERED WITH STAINLESS STEEL FINISH AND BLACK VINYL EXTRUSION. SPECIFICATIONS ARE: MC CUE CORP - CSS - 3F6A-5.75,401 (3'-6 LENGTH) WITH BLACK VINYL INSERT FOR EACH VESTIBULE. SEE VENDOR CONTACT UST FOR VENDOR CONTACT INFORMATION. 20. ALL HEADERED DOOR OPENINGS CALLED OUT TO BE CASED, REQUIRE THE FINISHED OPENING TO BE 36" UNLESS OTHERWISE NOTED. SEE SERVICE DESK AND DRESSING ROOM ELEVATIONS. INFORMATION ON THIS DRAWING TAKES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFUGTING INFORMATION. NO. DATE BY DESCRIPTION A12-22-06 Bid Set AEECEo A C r A AN n 9 2097 A A PERMITCFATER A A PARTITION PLANcsJ C) CV C\I SCALE: 3/32"-l'-o" SHEET: PPP w`g cc. PROJECT #: 3079-11152 DRWN BY: JF CHKD BY: JT BLDG, SUBMITTAL: 10/12/06 INDICATES 5/6" FIRE TREATED PL'IW000 BE DRYWALL IN RESTROOMS (GCFGCI). SEE GENERAL NOTES ON THIS SHEET FOR SPEC 1 2 2.2 2.5 II INDICATES ATED PLYWOOD �BACKERBEHIND DRYWALL IN DF ROOM •T(GCF••CI). SEE GENERAL NOTE ON THIS ISH a FOR SPEC. .IIIIIIIIIIIa LII ■ipso INDICA " 5/8" FI E TREAT D PLYWOOD BEHIND DRYW• IN OPEN OFFICE (=FOCI . SEE GE NOTES QN THIS SHEET FOR tt SPEC. 0 4"5 COMPACTOR NDI PL CAS GEN SHE TES 5/8" FIRE TREATED ODD BEHIND DRYWALL IN ROOM (GCFGCI). SEE RAL NOTES ON THIS T FOR SPEC. INDICATES 5/8" FIRE TREATED PLYWOOD BACKER BEHIND DRYWALL IN TRAINING ROOM (GCFGC ). SEE GENERAL NOTES THIS SHEET FOR SPEC. L I COMPACTOR 6 STdS TYPE 6 STDs TYPE H 3 STDS TYPE H7 24a-, 24' —3 STDS TYPE H 24" 4 STDS TYPE H SEE SHEET 'D53" FOR THE CONSTRUCTION OF DRESSING ROOM WALLS, COMPONENTS AND FINISHES, 3 STDS ICH 8 SIDS TYPE J r 4 STD TYPE H 3 STDS TYPE H —2 SIDS s TYPE H 8 3 SIDS TYPE H DRESSING ROOM 11 SIDS TYPE J 41416/711 1(TYp.) DRESSING ROOM 3 SIDS I� TYPE H STOCK ROOM 3 STDS TYPE H- -3 SIDS TYPE H 5 STDS TYPE H 3 STDS TYPE H- ;DO 6 SIDS 28"0.C.TYPE SEE SHEET "053" FOR THE CONSTRUCTION OF DRESSING ROOM WALLS, COMPONENTS AND FINISHES. N' I 3 S1DS1 TYPE H - SEE SHEET "053" FO THE CONSTRUCTION OF DRESSING ROOM WALLS, COMPONENTS AND FINISHES. DRESSING ROOM SEE SHEET "053" FOR THE CONSTRUCTION OF DRESSING R00M WALLS, COMPONENTS AND FINISHES. 7 STDS TYPE H DRESSING ROOM E• 4 SIDS 4 3 STDS TYPE H 3 SIDS TYPE H rL 3 STDS TYPE H 3 SIDS TYPE H" 1 STD TYPE H 17115114 PROVIDE PLYWOOD BACKER BETWEEN STUDS THI5 WALL FROM 5'-O" AFF, TO 8'-0" AFF. 7 STDS 26-0.C.TYPE H 3 STDS TYPE I1- SEE SHEET "053" FOR THE CONSTRUCTION OF DRESSING ROOM WALLS, COMPONENTS AND FINISHES. 7 STDS TYPE H SEE 5HEET "DS3" FOR THE CONSTRUCTION OF DRESSING ROOM WALLS. COMPONENTS ANO FINISHES. 1 INDICATES 5/8" FIRE TREATED PLYWOOD BACKER 1 BEHIND DRYWALL IN LP OFFICE (GCFGCI). SEE GENERAL NOTES ON THIS SHEET FOR SPEC. 5 STDS PYPE H a STDS 5 STDS TYPE H 7 5705 0 28"0.C.TYPE H 7 SIDS 0 05 SIDS TYPE H TYPE H DRESSING ROOM 3 SIDS TYPE- H 3 STDS TYPE H I; 4' 0 5.5 0 0 10 ELECTRICAL PANELS REVIEWED FOR CODE COM - Z 1a0l City p TuWILDING kwila vim.:.. KOHL'S - TUKWILA, WA 17200 SOUTHCENTER PARKWAY TUKWILA, WA 98188 DEVELOPED BY. KOHL'S DEPARTMENT STORES, INC. N56 W17000 RIDGEWOOD DRIVE MENOMONEE FALLS, WISCONSN 53051 TEL, (262) 703-7000 FAX. (282) 703-7105 11152 WALL STANDARD NOTES 1. (IF -EC!) - INDICATES TENANT FURNISHED FIXTURE CONTRACTOR INSTALLED. 2. (GCFGCI) - INDICATES GENERAL CONTRACTOR FURNISHED GENERAL CONTRACTOR INSTALLED. 3. GENERAL CONTRACTOR TO FURNISH AND INSTALL STUD/ STANDARDS. ACCEPTABLE MANUFACTURERS ARE: "CLEMCO ELITE" 3 5/8" X 11'-10" DISPLAY STUD AND "CIFMCO- ELITE" UNI -STANDARD NO 5-1116 AND N0 DBL -5-1116. 1/2" SLOTS, 1" 0.C.. .125 SLOTED PLATE THICKNESS. ORDER FROM CLEMCO ELITE STANDARD SYSTEMS, SEE VENDOR CONTACT UST FOR VENDOR CONTACT INFORMATION. "CARCY" STUD/STANDARD N0A-1301 AND A1302, 1/2" SLOTS, 1" D.C.. .125 WALL THICKNESS. ORDER FROM "CROWN METAL MEG.", SEE VENDOR CONTACT UST FOR VENDOR CONTACT INFORMATION. VERIFY WITH KOHL'S CONSTRUCTION MANAGER WHICH MANUFACTURER TO CONTACT. 4. GENERAL CONTRACTOR TO REMOVE RUBBER INSERTS FROM WALL STANDARDS AFTER WALL HAS BEEN TAPED, SANDED, AND PRIMED. 5. ALL WALL STANDARDS ARE TO BE 24" D.C. UNLESS NOTED OTHERWISE. 6. SEE "WALL STANDARD" DETAIL ON SHEET "D52". 7. USE LASER TO LEVEL/ALIGN WALL STANDARDS. 8. SEE WALL STANDARD LEGEND THIS SHEET FOR WALL STANDARD TYPES AND SPECIFICATIONS. 9. ALL PLYWOOD 10 BE FIRE TREATED. 10. GENERAL CONTRACTOR TO FURNISH AND INSTALL 5/8" FIRE TREATED PLYWOOD BACKING BEHIND DRYWALL IN DRESSING ROOMS, FROM FLOOR TO 8'-0" AFF., ON EXTERIOR WALLS IF APPLICABLE AND AS INDICATED ON "WALL SECTION WITH BACKER DETAIL" ON D53. 11. GENERAL CONTRACTOR TO FURNISH AND INSTALL 5/8" FIRE -TREATED PLYWOOD BACKING BEHIND DRYWALL IN CASH ROOM, TRAINING ROOM, MDF AND LP OFFICE ON WALLS INDICATED ON THIS SHEET. (FROM FLOOR TO CEIUNG). 12. GENERAL CONTRACTOR TO FURNISH AND INSTALL 5/8" FIRE TREATED PLYWOOD BACKING BEHIND DRYWALL IN RE5TR0055 ON WALLS INDICATED ON THIS SHEET. (FROM FLOOR TO CEIUNG). 13. GENERAL CONTRACTOR TO FURNISH AND INSTALL 5/8" FIRE TREATED PLYWOOD BACKING BEHIND DRYWALL IN OPEN OFFICE AS INDICATED ON THIS SHEET. (FROM FLOOR TO CEILING). 14. GENERAL CONTRACTOR TO FURNISH AND INSTALL 1/2" FIRE TREATED PLYWOOD ON MAIN STOCKROOM DRYWALL WALLS, FROM FLOOR TO 48" AFF. AS INDICATED ON SHEET PP1. 15. GENERAL CONTRACTOR TO FURNISH AND INSTALL 1/2" FIRE TREATED PLYWOOD (ON DRYWALL WALLS) AROUND COMPACTOR DOORS. SEE "COMPACTOR DOOR DETAIL" ON SHEET "A2" 16. GENERAL CONTRACTOR TO FURNISH AND INSTALL 8'-0" TALL x 4'-0" WIDE SHEET OF 5/8" FIRE TREATED PLYWOOD WITH B070 AT 21" AFF. SURFACE MOUNT IN IDE AS INDICATED ON SHEET PP1. 17. ALL CASED OPENINGS TO BE FRAMED USING FIRE TREADED WOOD. WALL STANDARD LEGEND 11'-10° CEILING HT. TYPE STUD SIZE INSERT SIZE REMARKS E 92" 80" START INSERT 3" AFF. F 108" 84" START INSERT 8' AFF. G 120" 84" START INSERT 8" AFF. H 142" 122" START INSERT 9" BELOW CEIUNG J 142" 122" (2) INSERTS START INSERT 9" BELOW CEILING K 142" 84" START INSERT 8" AFF. L 142" (2) INSERTSSTART INSERT 8" AFF. M 108" (2) INSERTSSTART INSERT 8" AFF. N 120" (2) INSERTSSTART INSERT 8" AFF. P 142" (1) 841NSERT (1)122"INSERT 84" INSERT ON JEWELRY SIDE OF WALL, START INSERT 8" AFF. 122" INSERT OPPOSITE SIDE OF WALL, START INSERT 9" BELOW CEILING. INFORMATION ON THIS DRAWING TAKES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFLICTING INFORMATION. DATE BY DESCRIPTION 12-22-06 Bid Set REINED Ggvfl T1IKWILP JAN O 9 ZGui gePERVITCEITEP AA • BB WALL STANDARD PLAN (O 0 N N N T SCALE: 3/32"=1'-0" SHEET: W wsi o PROJECT #: 3079-11152 DRWN BY: JF CHKD BY: JT BLDG. SUBMITTAL- 10/12/06 1 MAN ALARM TOISE LO ED 10 LD IN NA PAN MDFI ROOM QL{LLI 0 w dLos - & A 1... 0NT• T COAT •CX (4-4) 5 TIER, OPEN MESH LOCKERS W/ COMBINATION PADLOCKS. LOSER & ,, ONTACT Al 11101111MIfgIu : Qa,F, fl' 1416 �I U./ <1 560. 1 MOTION CLOS CO LOCATION FOR BATTERY ER SHELF. PAINT STRIPPING (YELLOW) IN FRONT OF SPRINKLER RISERS. COMP DISCONJECT COMPACTOR 11' nnnnnnnnNNNIIIIi CONTACT ,LOSER HORN ',MOH ( `.1 1 11911'r J - - CONTACT CLOS R & CONTACT CLOS. ALARM TOUCHPAD I7 17 (5 - (5 1741 1/ 41 6 9 411 174( CONTACT LOCATE PORTABLE FI BINS UNDER STAR .'�D 1IlNIIhllh111111 'dNNId !NUNNONN11I11111 IIHUHI11 SHELVING UNITS TO BE MJUNTED 1.11 ON ROLLING CARRIAGE. 7FACK TO.SI,Ii BE INSTAI 1 FI) 1 )t5" FROM ADJACENT OBJECT. COMPACTOR DISCONNECT 1" CONDUIT W/ SERVICE HEAD FOR COAX AND 24V POWER BY ELECTRICAL CONTRACTOR CLAMP RING AND CAULKING BY G.0 9001 BY G.C. (TP) SUGGESTED LOCATIONS: AT FRONT CORNERS OF BUILDING AND LOADING DOCK. 2'-0" FROM CORNER IN EACH DIRECTION. VERIFY EXACT LOCATIONS WITH KOHL'S CONSTRUCTION MANAGER. 2'-0 BY SEC, CONTR. E.C. TO PROVIDE DUPLEX RECEPTACLE WITH DEDICATED CIRCUIT. TENANT'S SECURITY CONTRACTOR TO FURNISH ALARMEX TRANSFORMER. FOR CCTV COAX. JBOX W/ WATERPROOF COVER. BY SEC. CONTR. SUM • SEAL Al PENETRATIONS W/ SIUCONE CAULK BY SECURITY CONTRACTORS EXTERIOR WALL MOUNT DOME NOT TO SCALE 1 r 2" EXTINGUISHER DETAIL (TFFCI) NOT TO SCALE 2 COM INDICATES UNE OF CORNICE (TFFCI) MI OR -7- INDICATES - INDICATES UNE OF CORNICE (TFFCI) CLOSERS & CONTACTS r INDICATES UNE OF CORNICE (TFFCI) INDICATES UNE OF CORNICE (TFFCI) INDICATES URE OF CORNICE (TFFCI) �HElVING-UNITS IU BE MOUNTED ON RDWNG CARRIAGE. TRACK TO BE INSTATED 1 ;y FROM ANY ADJACENT OBJECT. ---INDICATES UNE OF CORNICE (TFFCI) INDICATES UNE OF CORNICE (TFFCI) CMFI VINO- NN ITS TIT BE MOUNTED ON ROLLING CARRIAGE. TRACK TO 5E INSTALLED 1 4" FROM ANY ADJACENT OBJECT. INDICATES UNE OF CORNICE (TFFCI) INDICATES UNE OF CORNICE (TFFCI) INDICATES UNE OF CORNICE (TFFCI) INDICATES UNE OF CORNICE (TFFCI) INDICATES 2 UNE OF CORNICE (TFFCI) JEWELRY SAFE CONTACTS ,IIt'kkif"I. ALIGN CASHWRAPS WITH TILE. ALIGN CASHWRAPS WITH TILE. MIR OR LOCATE ARMING PAD 5'-0" AFF. AND 6" FROM FACE OF WING WALL TO CENTER OF ARMING PAD, ARMING PAD IS FURNI5HED AND INSTALLED BY TENANT. SECURITY CONTRACTOR TO INSTALL COAX CABLE BY CHECKPOINT INTO TRENCH (PROVIDED BY G.C.) INFILL WITH GROUT. SECURITY CONTRACTOR TO INSTALL COAX CAST BY CHECKPOINT INTO TRENCH (PROVIDED BY O.C.) INFILL WITH GROUT. HORN 1 '.11+'11111 `i1111R11Y ._L) _ - 4 SIDS '0 24"0.C. GENERAL NOTES 1. (TFFCI) TENANT FURNISHED FIXTURE CONTRACTOR INSTALLED 2. (FCFFCI) FIXTURE CONTRACTOR FURNISHED FIXTURE CONTRACTOR INSTALLED 3. (GCFGCI) GENERAL CONTRACTOR FURNISHED GENERAL CONTRACTOR INSTALLED 4. COMPACTOR, CONVEYOR. STOCK SHELVING AND LOCKERS ARE TENANT FURNISHED AND INSTALLED. 5. SEE STOCK SHELVING PROFILES SHEET "55P". 6. STOCK SHELVING CONTRACTOR TO PROVIDE (20) ADDITIONAL 4'-O" HANGBAR. 7. STOCK SHELVING CONTRACTOR TO PROVIDE FRAMING AND HANGERS FOR (2) APPAREL HANGING UNITS 8. (TFFCI) DRESSING ROOM PARTITIONS AND ACCESSORIES. SEE DRESSING ROOM LEGEND THIS PAGE AND "D53". 9. (TFFCI) SALES FLOOR CORNICE TO BE HEW TO FACE OF WINGWALLS AND T -WALLS, UNLESS OTHERWISE INDICATED. 10. (FCFFCI) ALL SHOWCASES. CENTER ISLANDS, WALL FIXTURES AND CASHWRAPS. 11. (TFFCI) JEWELRY SAFE AND CASHROOM SAFE ARE TO BE BOLTED TO FLOOR. 12. SEE SHEET "A2" FOR LOCKSET INFOMATION. 13. SEE "ENLARGED OFFICE CORE" ON SHEET "DSI" FOR ADDITIONAL DETAILS. 14. SEE SHEET "0S3" FOR DRESSING ROOM LEGEND. 15. "MIRROR" INDICATES SIDE OF COLUMN FOR THE FIXTURE COLUMN ENCLOSURE MIRROR. 16. REFER TO SHEETS "E2" AND "CP1" FOR CORRECT ORIENTATION OF OPENINGS IN COLUMN ENCLOSURE FIXTURES BASED ON POWER AND DATA LOCATIONS ( '.641_ Mn1InN SURFACE MOUNTED STANDARDS 36" 36" LP OFFICE DICATES UNE 0 ORNICE (TFFCI) CLOSER CLOSER ALARM TOUCH PAD AND SILENCER OCATE THERMOSTAT & VOLUME CONTROL ELECTRICAL PANELS M) 111 14 EXTERIOR AUDIBLE HORN MOUNT TO UNDERSIDE OF SOFFIT ABOVE CANTILEVER. SERS & ONTACTS LJ akar KOHL'S - TUKWILA, WA 11152 17200 SOUTHCENTER PARKWAY TUKWILA, WA 98188 DEVELOPED EY. KOHL'S DEPARTMENT STORES, INC. N56 W17000 RIDGEWOOD DRIVE MENOMONEE FALLS, WISCONSIN 53051 TEL. (282) 703-7000 FAX. (282) 703-7105 INFORMATION ON THIS DRAWING TAKES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFUCTINC INFORMATION. »»>D»>>0 DATE BY DESCRIPTION 12-22-06 Bid Set RECSNED CM (WV tiOVILA AN 0 9 200 PERMITCENTER SECURITY AND SHELVING PLAN SCALE: 3/32"=.1'-0" PROJECT 77: 3079-11152 DRWN BY: JF CHKD BY: JT BLDG. SUBMITTAL: 10/12/06 0 N N N SHEET: I- ss1:ow FURNITURE LEGEND (TFFCI) 1 SWIVEL ARM CHAIR 2 GUEST CHAIR 3 TASK CHAIR 4 STACKING CHAIRS - QTY 4 5 TASK STOOL 6 STORAGE CABINET - 36"x18" 7 2 DRAWER LEGAL FILE - 18"x21" 8 4 DRAWER LEGAL FILE - 18"x27" 9 4 DRAWER LATERAL FILE -18"x36" 10 BOOKCASE - 3 SHELF - 35"x13" 11 CREDENZA WITH KNEEHOLE - 20"x60" 12 DESK WITH CENTER DRAWER - 30"x48" 13 SECRETARY DESK WITH RETURN (LEFT OR 5101 -IT) 14 DESK WITH CENTER DRAWER - 30"x60" 15 DESK SHELL WITH CENTER DRAWER - 30"x60" BULLETIN BOARD - 2'X3' KEYBOARD TRAY 16 LUNCH ROOM TABLE - 36-x36- 17 TRAINING ROOM FOLDING TABLES - 30"x50" 18 KEY BOARD TRAY 19 AV CART - 30"x20" 20 MDF COUNTER - 29"942" 21 RF DESK - 29"x19" 22 MAIL SORTER - 48"x12" 50 MISSES/GIRLS LOUNGE SOFA 51 MISSES/GIRLS LOUNGE CHAIR 52 MISSES/GIRLS DRESSING ROOM STALL STOOL 53 INTIMATES DRESSING ROOM STALL STOOL 54 JUNIORS LOUNGE BENCH 55 JUNIORS LOUNGE CHAIR 56 JUNIORS DRESSING ROOM STALL STOOL 57 MENS/YOUNG MENS/BOYS DRESSING ROOM STALL STOOL 58 WOMENS RESTROOM BENCH 59 CUSTOMER SERVICE CHAIR SECURITY NOTES 1. (TFFCI) TENANT FURNISHED FIXTURE CONTRACTOR INSTALLED 2. (FCFFCI) FIXTURE CONTRACTOR FURNISHED FIXTURE CONTRACTOR INSTALLED 3. (GCFGCI) GENERAL CONTRACTOR FURNISHED GENERAL CONTRACTOR INSTALLED 4. (TFSCI) TENANT FURNISHED SECURrTTY CONTRACTOR INSTALLED 5. (SCFSCI) SECURITY CONTRACTOR FURNISHED SECURITY CONTRACTOR INSTALLED 6. SECURITY CONTRACTOR TO FURNISH AND INSTALL 5' OF CABLE FOR CASHROOM SAFE IN WALL AT 4' AFF. BEHIND SAFE. COIL AND LABEL. GC TO PULL CABLE 11 -IRU SAFE PRIOR TO SETTING SAFE IN PLACE AGAINST WALL. 7. (SCFSCI) MOTION DETECTORS, CONTACTS, AND HOLD UP BUTTON. 8. (SCFSCI) (9) INDICATES LOCATION OF EAS SYSTEM OUTLET. 9. (TFSCI) (0 INDICATES LOCATION OF PUBLIC VIEW SYSTEM. 11. (SCFSCI) RUN ALL CAMERA CABLES TO LP OFFICE. (CAMERA AND SECURITY SYSTEM WIRING TO BE PLENUM RATED CABLE). SEE THIS SHEET FOR LP OFFICE LOCATION. 12. CELLULAR OR HARDWIRE BACK UP MUST BE PROVIDED BY ALARM CO. 13. SECURITY CONTRACTOR TO USE "ALARM WIRING CONDUIT" DETAIL ON SHEET "DS2" FOR WIRING PERIMETER DOOR CONTACTS. 14. (GCFGCI) CONTACTS FOR FLOW VALVES ARE TO INCLUDE: (1) FOR TENANT ALARM SYSTEM AND (1) FOR LOCAL FIRE ALARM SYSTEM PER FLOW VALVE. 15. (SCFSCI) (c) INDICATES LOCATION OF EXTERIOR MOUNTED SECURITY CAMERAS A5 SHOWN IN DETAIL "1" ON THIS SHEET. 16. IF KNOX BOX REQUIRED, SECURITY CONTRACTOR TO MAKE FINAL CONNECTION. TO TAMPER SWITCHES PROVIDED IN UNIT. SEE SHEET T1 FOR FURTHER INFORMATION. 17, (TFFCI) FIRE EXTINGUISHER BACKER BOAR05, BRACKETS, AND EXTINGUISHERS (49:606:0) AS INDICATED BY (j). BACKER BOARD TO BE MOUNTED W/ (2) TOGGLE BOLTS (TFFCI). SEE DETAIL "2" ON THIS SHEET. 18. SEE "ENLARGED OFFICE CORE" ON SHEET "DS1" FOR ADDITIONAL DETAILS. 19. (SCFSCI) (2) RELAYS, EACH RELAY MUST HAVE (1) NORMALLY OPEN AND (1) NORMALLY CLOSED SET OF DRY CONTACTS. MOUNT IN QUAD JUNCTION BOX ADJACENT TO SECURITY ALARM PANEL (W/ SCREW COVER). (1) RELAY LABELED AS "ARMED" NORMALLY CLOSED SET OF CONTACTS. WIRED TO BAS SP1 (COMMON) AND 5P2 (ARMED). (1) RELAY LABELED A5 "ALARM" NORMALLY OPEN SET OF CONTACTS, WIRED TO BAS SP1 (COMMON) AND SP3 (PANIC). SEE "MDF DETAIL" ON SHEET "DS2". 20. TENANT TO PROVIDE 1-3 ANALOG LINE(S) FOR ALARM SYSTEM (QTY PER CODE). SECURITY CONTRACTOR TO CONNECT LINE(S) TO SECURITY PANEL SEE "MDF DETAIL" ON DS2 FOR LOCATION ABOVE ALARM PANEL INDICATES UNE OF CORNICE (TFFCI) INDICATES UNE OF CORNICE (TFFCI) INDICATES 2 UNE OF CORNICE (TFFCI) JEWELRY SAFE CONTACTS ,IIt'kkif"I. ALIGN CASHWRAPS WITH TILE. ALIGN CASHWRAPS WITH TILE. MIR OR LOCATE ARMING PAD 5'-0" AFF. AND 6" FROM FACE OF WING WALL TO CENTER OF ARMING PAD, ARMING PAD IS FURNI5HED AND INSTALLED BY TENANT. SECURITY CONTRACTOR TO INSTALL COAX CABLE BY CHECKPOINT INTO TRENCH (PROVIDED BY G.C.) INFILL WITH GROUT. SECURITY CONTRACTOR TO INSTALL COAX CAST BY CHECKPOINT INTO TRENCH (PROVIDED BY O.C.) INFILL WITH GROUT. HORN 1 '.11+'11111 `i1111R11Y ._L) _ - 4 SIDS '0 24"0.C. GENERAL NOTES 1. (TFFCI) TENANT FURNISHED FIXTURE CONTRACTOR INSTALLED 2. (FCFFCI) FIXTURE CONTRACTOR FURNISHED FIXTURE CONTRACTOR INSTALLED 3. (GCFGCI) GENERAL CONTRACTOR FURNISHED GENERAL CONTRACTOR INSTALLED 4. COMPACTOR, CONVEYOR. STOCK SHELVING AND LOCKERS ARE TENANT FURNISHED AND INSTALLED. 5. SEE STOCK SHELVING PROFILES SHEET "55P". 6. STOCK SHELVING CONTRACTOR TO PROVIDE (20) ADDITIONAL 4'-O" HANGBAR. 7. STOCK SHELVING CONTRACTOR TO PROVIDE FRAMING AND HANGERS FOR (2) APPAREL HANGING UNITS 8. (TFFCI) DRESSING ROOM PARTITIONS AND ACCESSORIES. SEE DRESSING ROOM LEGEND THIS PAGE AND "D53". 9. (TFFCI) SALES FLOOR CORNICE TO BE HEW TO FACE OF WINGWALLS AND T -WALLS, UNLESS OTHERWISE INDICATED. 10. (FCFFCI) ALL SHOWCASES. CENTER ISLANDS, WALL FIXTURES AND CASHWRAPS. 11. (TFFCI) JEWELRY SAFE AND CASHROOM SAFE ARE TO BE BOLTED TO FLOOR. 12. SEE SHEET "A2" FOR LOCKSET INFOMATION. 13. SEE "ENLARGED OFFICE CORE" ON SHEET "DSI" FOR ADDITIONAL DETAILS. 14. SEE SHEET "0S3" FOR DRESSING ROOM LEGEND. 15. "MIRROR" INDICATES SIDE OF COLUMN FOR THE FIXTURE COLUMN ENCLOSURE MIRROR. 16. REFER TO SHEETS "E2" AND "CP1" FOR CORRECT ORIENTATION OF OPENINGS IN COLUMN ENCLOSURE FIXTURES BASED ON POWER AND DATA LOCATIONS ( '.641_ Mn1InN SURFACE MOUNTED STANDARDS 36" 36" LP OFFICE DICATES UNE 0 ORNICE (TFFCI) CLOSER CLOSER ALARM TOUCH PAD AND SILENCER OCATE THERMOSTAT & VOLUME CONTROL ELECTRICAL PANELS M) 111 14 EXTERIOR AUDIBLE HORN MOUNT TO UNDERSIDE OF SOFFIT ABOVE CANTILEVER. SERS & ONTACTS LJ akar KOHL'S - TUKWILA, WA 11152 17200 SOUTHCENTER PARKWAY TUKWILA, WA 98188 DEVELOPED EY. KOHL'S DEPARTMENT STORES, INC. N56 W17000 RIDGEWOOD DRIVE MENOMONEE FALLS, WISCONSIN 53051 TEL. (282) 703-7000 FAX. (282) 703-7105 INFORMATION ON THIS DRAWING TAKES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFUCTINC INFORMATION. »»>D»>>0 DATE BY DESCRIPTION 12-22-06 Bid Set RECSNED CM (WV tiOVILA AN 0 9 200 PERMITCENTER SECURITY AND SHELVING PLAN SCALE: 3/32"=.1'-0" PROJECT 77: 3079-11152 DRWN BY: JF CHKD BY: JT BLDG. SUBMITTAL: 10/12/06 0 N N N SHEET: I- ss1:ow E? 2 2.2 2.5 3 3.5 c -II I - I[1 0 14'-0" • \ L 0 0 _i 0 0 0 0 21 10'-0"t - MAIN CONTROL JOINT. SEE "TILE CONTROL JOINT k DETAIL" ON I �`- SHEET "FDN". 1 ir 10'-0"t 0"C.J. 0 -Cr n II I 1 I �i 0 -- MAIN CONTROL JOINT. SEE "TILE CONTROL JOINT DETAIL ON SHEEP FON'. —44 19'-0"C.J. 0 O 20'-0"C.J. 20' -0"C.J 20'-0"C.J 1n MAIN CONTROL JOINT. SEE "TILE CONTROL JOINT DETAIL" ON SHEET "FDN"- 10'-0"t --THRESHOLD REDUCER STRIP SEE "STOCKROOM THRESHOLD DETAIL" ON SHEET "FDN". V-0" 7'-10" / -H 0 �^J -I - SECONDARY CONTROL JOINTS, SEE DIMENSIONS. SECONDARY CONTROL JOINTS, SEE DIMENSIONS. C 0 0 0) MAIN CONTROL JOINT. SEE TILE CONTROL JOINT DETAIL" ON SHEET "FDN". 10'-0"t .{: dFgz CJ� ¢00101 5=0010 ..� .. 20'-0"C.J. MAIN CONTROL JOINT. SEE "TILE CONTROL JOINT DETAIL" ON SHEET 'F -DN". II SECONDARY CONTROL JOINTS, SEE DIMENSIONS. 14 0 N i0 1 -START POINT FOR TILE LAY -OUT. - MAIN CONTROL JOINT. SEE "TILE CONTROL JOINT DETAIL ON SHEET TION 19'-0't 1 1'-0" O 26'-q"± TRENCH 1/2"W X 1 1/2"D TO ROOF DRAIN ENCLOSURE BY GENERAL CONTRACTOR (AVOID AREA UNDER CART STALL RAJLINCC. V/ ALIGN MAT WITH OUTSIDE EDGE OF RAII TNG. 10 _1 2'-0"t II 5 B'-9" 0E 1� -GENERAL CONTTRACTOR IO FURNISH AND I I INSTAL STORE MAT.I SEE NOTES FOR SPECS. - - TYPICAL CORNER SEE ENTRANCE MAT DETAIL" ON SHEET "FDN". ALIGN MAT WITH OUTSIDE EDGE OF RAIUNG. �1 MAIN CONTROL JOINT. SEE TILE CONTROL JOINT DETAIL" ON SHEET "FDN". 20'-0"C.J © - E 20'-0"C.J 20'-O"C.J © TRENCH 1/2'W X 1 1/2"D TO R00F DRAIN ENCLOSURE BY GENERAL CONTRACTOR (AVOID AREA UNDER CART STALL RAIUNG). ALIGN MAT WITH OUTSIDE EDGE 01 RAILING MAIN CONTROL JOINT. SEE "11LE CONTROL JOINT DETaJ6=-0N. SHEET 'FON'. "- 0 10 t - - 10'-0't SECONDARY CONTROL JOINTS SEE DIMENSIONS. 20'-0"C.J. 19'-O"t 8'-9" 01 m E — rs L 7 20'-0"C.J. . - MAIN CONTROL JOINT. SEE "TILE CONTROL JOINT DETAIL" ON SHEET "FDN'- 20'-O"C.J 1 START POINT FOR TILE LAY -OUT - 14'-0"C.J TI MAIN CONTROL JOINT. SEE "TIL,!E 01 CONTROL 301511 DETAIL" ON SE -100T "PDN". 11'-0"± 12'-0"± IdENERAL L ONTi1ACTOR TO 'FURNISH AND INSTALL STORE MAT. E NOTES FOR - PECS.. 7/- CXD SEE "ENTRANCE MAT DETAIL" "ON -H SHEET "FDI . 0 I^1 n 14 20' 0"0.J. AJCN MAn WITH OUTSIDE EDGE OF RAILING. 0 Tn 19'-0" 10'-0" 12'-0"C.JJ 19'-0' 20'-0"C.J. 1 SECONDARY CONTROL JOINTS, SEE DIMENSIONS. 11 t 0 10 O BB 01/#3t: WILDING DIVISION me ;" m%1 s .J.x "n# t:k:z :,:j#:i?3 t»^�FFFY ..fGt FFF..�.f.&ucc.`cEF;.,,„k,l g. KOHL'S - TUKWILA, WA 17200 SOUTHCENTER PARKWAY TUKWLA, WA 9818S DEVELOPED BY. KOHL'S DEPARTMENT STORES, INC. N58 W17000 RIDGEWOOD DRIVE MENOMONEE FALLS, WISCONSIN 53051 TEL. (282) 703-7000 FAX. (282) 703-7105 11152 FLOORING LEGEND CARPET (TFGCI) MOHAWK COMMERCIAL CARPET STYLE CD838. COLOR: No.F5472 JUNIORS CARPETING/TBD PORCELAIN TILE (TFGCI) O C COLOR: MIAORAS WHITE OR SNOW ©PORCOROELAINELAIN TILETILE COLOR: TOUMA OR SILVER ®PORCELAIN TILE COLOR: AGATA OR PORFIDO/GRANIT © RESTROOM TILE. SEE SHEET A1.3 FOR TILE SPECIFICATIONS. VINYL TILE (GCFGCI) OCENTNA- BY INTERNATIONAL FLOORS OF AMERICA PATTERN: CUSTOM. SIZE: 6” X 36" PLANKS. COLOR: X-1513. FINISH: TK EDGE: SB WOOD LAMINATED FLOORING (GCFGCI) ®WILSONART "CONTACT" HIGH PRESSURE LAMINATE COLOR: W3000166 ARROW CHERRY. < ) ARROWS ON THIS PLAN INDICATE DIRECTION OF PLANKS. SEALER (GCFGCI) FLOORS TO BE SEALED WITH SONNEBORN BUILDING PRODUCTS "LAPIDOLTTH" CONCRETE HARDNER & DUST PROOFER. OCONCRETE TO REMAIN UNFINISHED FOR VESTIBULE MATS. VINYL AND WOOD BASE SEE SHEET 'EL4" FOR WOOD AND VINYL BASE LEGEND. FLOORING NOTES 1. A "t" DIMENSION ON THIS SHEET INDICATES AISLE WIDTH TO BE AS CLOSE TO GNEN DIMENSION A5 POSSIBLE, USING FULL TILES ONLY. TYPICAL CORNERS AND ANGLED AISLES WILL REQUIRE FULL 45 CUT TILES. 2. SECONDARY CONTROL JOINTS ARE TO BE PLACED AS PER THIS PLAN ONLY. 3. SEE SHEET "FDN" FOR FLOORING NUILS, SPECS AND DETAILS. INFORMATION ON THIS DRAWING TAKES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFLICTING INFORMATION. NO. DATE BY DESCRIPTION 12-22-G6 Bid set A A AQ 0 }� 7 FI�uE0 C \ • S Irn JAN 0 s 2007 PERMIT CalTER A A n1 FLOORING PLAN SCALE: 3/32'=1'-0" SHEET: 1- FP1O) w m PROJECT #: 3079-11152 DRWN BY: JE CHKD BY: JT BLDG. SUBMITTAL: 10/12/06 FLOORING NOTES PORCELAIN & GLASS TILE GENERAL CONTRACTOR TO FURNISH ENTRANCE MAT AS SHOWN. SEE .- .'R' ;`•.. INDICATES LOCATION FOR CTC -38-KCT AVAILABLE FROM: ct,RprriNsTILE NOTES= 1. C.J. - DENOTES CONTROL JOINTS 2. SPRAY -0N ADHESIVES FOR FLOOR COVERINGS ARE NOT ALLOWED. 3. FLOORING CONTRACTOR TO FURNISH AND INSTNI CARPET EDGE. MERCER 150 - COLOR #204. CARPET EDGE TD BE USED AT TRANSITION FROM CARPET TO CONCRETE AND FROM CARPET TO VINYL TILE. 4. TENANT TO FURNISH CARPET GLUE (MOHAWK COMMERCIAL NU BROADLOCK PREMIUM PLUS ADHESIVE) AND SEW SEALER (Mal -LAWN NU BROADLOCK SEAM SEALER). NO SUBSTITUTIONS. 5. FLOORING CONTRACTOR TO SEAM AND SEAL ALL CARPET EDGES. 5. ALUMINUM FINISH ANGLES ARE FURNISHED AND INSTALLED BY FLOORING CONTRACTOR. SEE DETAIL "3" ON THIS SHEET. PORCFI AIN Tll F CARPET EDGE TO BE TUCKED UNDER EDGE OF DIVIDING STRIP. CARPET CERAMIC TOOL COMPANY INC, 10066 W. WISCONSIN AVE, MILWAUKEE, WI. 53226 CTC-38-KCT 1-800-236-5230 WILSONART "CONTACT' PANEL 1. G.C. TO STORE AND HANDLE TILE IN A MANNER TD AVOID CHIPPING, BREABAGE, STNNING OR ANY OTHER DAMAGE 2. TENANT TO PROVIDE ALL TILE, GROUT AND SETTING MATERIALS. 3. G.C. TLI STORE PACKAGED MATERIALS IN ORIGINAL CONTAINERS WITH SEALS UNBROKEN AND LABELS INTACT UNTIL TIME OF USE. PREVENT DAMAGE OR CONTAMINATION TO MATERIALS BY WATER, MOISTURE, FREEZING, D(CESSNE HEAT. FOREIGN MATTER OR OTHER CAUSES. 4. G.C. TO SUPPLY TEMPORARY HEATERS WHERE NECESSARY TO MAINTAIN AN ADEQUATE TEMPERATURE LEVEL IN THE WORKING ENVIRONMENT. 5. GM. T° MAINTAIN TEMPERATURES AT NOT LESS THAN 11TC 50T) OR MORE ( THAN 30'C(867) DURING INSTALLATION AND FOR 7 DAYS AFTER COMPLETION, UNLESS HIGHER TEMPERATURES ARE REQUIRED BY ANSI A108 INSTALLATION STANDARDS OR MANUFACTURER'S WRITTEN INSTRUCTIONS. NOTES FOR SPECS. _ '� '� 'v4 .�. '� �, ,• � n •�, ` t 1 '< i w x " 1� X�. (h , „ . x .. �.;`t •. •' 'c•'• ,• ,K • `• n n Y v „✓ 1/\X"'cx`\/`.,K.i` •.. r h ., "� V , f J ' .~ >< a a .r ,! Y ' x�� - CTC � s�/< y✓V ". n .��^ •� I "f� `, I "V` �� 4 BAR. (TYP.) it l' I I I .(4.I`J ii iiiiiI:III,ir1 1 L I.1� /11 1 \ 1 'LI l %L ..1riiiiiiiii' a""iliii i'31f13ii ii 6' OF FILLER 6" OF 1/8' VCT FEATHER EDGE, WITH LATEX FLOOR MIN. 6" FROM EDGE OF VCT (00 FILLER ON OR UNDER VCT) mLsoNART COMMERCIAL FOAM PADDING FILLER NOT APPLY 1. THIN SET FOR ALL TILE: FURNISHED BY TENANT AND INSTAJ I Fn BY FLOORING CONTRACTOR. THIN SET TO BE KERA80N0- GRAY SETTING DRY 551 MORTAR. APPROX. COVERAGE 75-90 Q F7. PER 5LB. BAG. KERALASTIC MORTAR ADDITIVE TO BE USED W/KERABOND,(1)2 GALLON UNIT PER 50 LB. BAG OF KERA+BOND. 2, GROUT. FURNISHED BY TENANT AND INSTALLED BY FLOORING CONTRACTOR. ,SALED FLOOR PORCELAIN TILE- GROUT TO BE 5596- 200 '9 GRAY - TILE INSTALLATION= 1. ON FLOORS. AND IN ALL WET AREAS, BACK BUI IFJ2 EACH PIECE OF TILE IMMEDIATELY PRIOR TO LAYING, USING THE FLAT EDGE OF THE TROWEL, TO ACHIEVE A 100% MORTAR CONTACT AND A VOIO-FRFF SOLID SUPPORT. ti a x' � Y v y . x YK y� , •,` � Y Y \ Y)( n x >�x' x X •X n " • K y, x '.1 .: v r Y Y �! Y ,!�( : X y, �>: X k •K"� x`iL` � .I ,,ip irl CARPET TO LAMINATE FLOOR TRANSITION STRIP SIMULTANEOUSLY, APPLY THE PDHESNE OR MORTAR ON THE SUBSTRATESURFACE WITH A NOTCHED TROWa WITH 1/4- _gt LAY °THACHIEVE CONTINUOUS BED WITHOUT VOIDS OR UNSUPPORTED GROOVES E I STONE WHILE BOTH MORTAR SURFACES ARE WET, DO NOT ALLOW MORTAR TO DRY OR SKIN OVER ON THEIR SURFACES BEFORE LAYING THE STONE. 2. SALES FLOOR PORCFINN TIIF' WHERE PORCELAIN TILES ARE SPECIFIED TO SANDED POLYMER MODIFIED PORTLAND CEMENT. APPROX, COVERAGE 300 SO. FT, PER 25 LB, BAG, TILES TO BE SET WITH 1/8" SPACERS FOR EVEN 1/8' GROUT JOINTS. RESTROOM PORCELAIN WALL OR FLOOR OLE- SEE SHEET A1.3 FOR GROUT FP2.DWG 11°/13/05 I SCALE: N.T.S. WILSONART "CONTACT" PANEL -WILSONART COMMERCVLL CLEAR ALUMINUM "CONTACT' EXPANSION MOLDING - 51004899 WILSON,ART 'CONTACT" PANEL L SPECS, APPROX. COVERAGE 300 SQ. FT. PER 25 LE, BAG, TILES TO BE SET WITH 1/16' SPACERS FOR EVEN 1/16' GROUT JOINTS. RESTROOM ACCENT GLASS TII F- SEE SHEET A1.3 FOR GROLR SPECS. BE GROUTED. INSTALL TILES LEAVING A REGULAR EVEN SPACING BETWEEN TILES OF 1/8" WHERE POLISHED PORCELAIN TILE 15 TO BE GROUTED WITH SANDED GROUT. NO BUTT JOINTS SHALL BE PERMITTED. 3. )3ESTROOM PORCELAIN WAIL OR FlOOR TILE: WHERE PORCELAIN TILES ARE Ili II � :- _ _ _mmmmmsII III ,II It ill i WITH1 APPROX. COVERAGE 300 Sq. EN PER 25 LO. JO. TILE SHEETS TD BE SEI WITH 1/16' SPACERS FOR EVEN 1/16' GROUT JOINTS. 3. SAW -CUT CONTROL JOINTS ARE FURNISHED AND INSTALLED BY FLOORING CONTRACTOR. SEE DETAIL "4' ON THIS SHEET. TO BE INSTALLED OVER MAIN CONTROL JOINTS ONLY 4. FLOORING CONTRACTOR i0 CHECK PORCELAIN TILE FOR ANY COLOR VARIATIONS. NOTIFY OWNER AS SOON AS POSSIBLE REGARDING COLOR VARIATIONS. 5. THRESHOLD REDUCER STRIPS FOR PORCELAIN TO CONCRETE TRANSITION TO BE FURNISHED AND INSTALLED BY THE FLOORING CONTRACTOR. SEE DETAIL "5" ON THIS SHEET. 6. PORCELAIN TO VCT TRANSITION: RAMP FILLER MATERIAL UNDER VCT TO PROVIDE A FLUSH TRANSTION. WOOD LAMINATE Fl 0051NG SPECIFIED TO BE GROUTED, INSTALL TILES LEAVING A REGULAR EVEN SPACING BETWEEN TILES OF 1/16' WHERE PORCELAIN 1ILE IS TO BE GROUTED WITH NONSANDED GROUT. NO BUR JOINTS SHALL BE PERMITTED. 4. °OM , 5. NT TILE: WHERE TILES ARE SPECIFIED TO BE 1 TYPICAL V E 5 T I U L E .. - GROUTED, GROUTED, INSTALL TILES LEAVING A REGULAR EVEN SPACING BETWEEN TILES OF 1/16" WHERE GLASS TILE IS TO BE GROUTED WITH NONSANDED GROUT. NO BUTT JOINTS SHALL BE PERMITTED. 5. PORCELAIN TILE IS NOT TO 85 CUT SMALLER THAN 4" IN ANY AREA AS ( BREAKAGE MAY OCCUR). CUT ADJACENT TILES AS REQUIRED. EXPANSION AND CONTROL JOINTS: HOLD CARPET 1 16" BELOW TOP OF CTC BAR CTC BAR r I \1 �- 1 ) I \ \ \ I i l j `1 ` \ \ "SBEMCO" MAT WILSONART COMMERCIAL FOAM PADDING 3 8" 3 5" // / WILSONART COMMERCIAL FOAM PADDING 1. CARRY MAIN CONTROL JOINTS IN THE CONCRETE SUBFLOORS AND WALLS THROUGH THE OLE. REFER TO FLOORING PLAN. GROLITI "0 CARPET 1 1 I II .II'1 44 I �/� 1 I ` in I "11'� 'I�I 1Ir �� 1'I // 11'tl�t+" IISHEET } i 1. INSTALL LAMINATE FLOORING ACCORDING TO MANUFACTURERS INSTRUCTIONS, 2. SEE -FP1- FOR TRANSITION AND EXPANSION STRIP LOCATIONS. SEE THIS FOR DETAILS. 3. "CTC -38 -KCI- IS FURNISHED AND INSTALLED BY FLOORING CONTRACTOR. SEE DETAIL "1" ON THIS SHEET. 4. WILSONART T -MOLD EXPANSION STRIP I5 FURNISHED AND INSTALLED BY FLOORING CONTRACTOR. SEE DETAIL -2- ON THIS SHEET. VINYL Fl GORING 1, WAIT AT LEAST 24 HOURS BEFORE °ROUTING WHERE OLE 15 INSTALLED. 2. USE CAUTION WHEN GROUTING POLISHED TILE TO PREVENT SCRATCHING, STAINING OR DAMAGE TO THE SURFACE, ALWAYS DO A TEST AREA AND OBTAIN THE KOHL'S CONSTRUCTION MANAGER'S APPROVAL BEFORE PROCEEDING WITHTHE GROUTING OF THE ENTIRE WORK. 3. NO MACHINE APPLIED GROUT, CLEANING' _L%I " •III I .. 9" i I ' ' i LAMINATE FLOOR EXPANSION STRIP X FEATHER EDGE Wit LATEX2 FLOOR FILLER. MIN 9" FROM 1, INSTALL LAMINATE FLOORING ACCORDING TO MANUFACTURERS INSTRUCTIONS, 2. SEE "FP1" FOR TRANSITION AND EXPANSION STRIP LOCATIONS. SEE THIS SHEET FOR DETAILS. 3. "CTC -38 -CT" AND JOHNSONITE LEVELER STRIP ARE FURNISHED AND INSTALLED BY FLOORING CONTRACTOR. SEE DETAIL -6" ON THIS SHEET, STOCKROOMS 1, GENERAL CONTRACTOR TO SEAL ASTOCKROOM FLOORS WITH SONNEBORN AU_ BUILDING PRODUCTS "LAPIDOLITH" CONCRETE HARDENER & DUST PROOFER. ELOBY 1. GENERAL CONTRACTOR TO FURNISH MID INSTALL ENTRANCE MATS. (DO NOT GLUE DOWN). MATS TO BE 'ULTRA -DRY' CHARCOAL 9/16" THICK, 8Y SBEMCO INTERNATIONAL, INC. SEE VENDOR CONTACT LIST ON SHEET SHEET '052' FOR CONTACT INFORMATION. 2. CTC" BAR Is FURNISHED AND INSTALLED BY FLOORING CONTRACTOR. SEE DETAIL "15" ON THIS SHEET. SASE 1, ALL VINYL BASE IN OFFICE CORE AND SALES FLOOR TO BE JOHNSONITE-CB 55 SILVER GREY 4' COVE, UNLESS OTHERWISE NOTED CN INTERIOR ELEVATION SHEETS, 2. OF71C .OR : FLOORING CONTRACTOR TO INSTALL V11P(L BASE ON ALL FPZ,DWG 110/13/05 I SCALE: N.T.S.,,. F 1. RED,IOVE ALL GROUT AND MORTAR RESIDUE IMMEDIATELY WHILE WORK PROGRESSES AND BEFORE THE MATERIALS HARDEN ON THE PORCELAIN SURFACE. 2. ACID CLEANING OF JOINTS OR PORCELAIN TILE 15 PROHIBJT5P. CARPET EDGE TO BE TUCKED UNDER EDGE OF DIVIDING STRIP. NEW CARPEL THIN -SET DMDING TOOL COMPANY FINISH. DMDING FASTENED TO THE STRIP FROM 'CERAMIC INC.' IICTC U.38 -CT -CLEAR STRIPS SHALL BE ROUGH 51A8. NEW TILE CTC -38 -CT AVAILABLE FROM: DIVIDING STRIP. "SBEMCO" MAT CTC BAR PORCELAIN TILE PROTECTION' 1.PROTECT FINISHED WORK AGAINST WEATHER, FREEZING AND COMPLETE WATER IMMERSION AFTER COMPLETION OF THE WORK, PROTECT FINISHED TILE AISLES W/ (350) 4'X 8' 5Htt15 OF M' MASONITE TEMPERED ON BOTH SIDES. SEE KOHL'S CONSTRUCTION MANAGER FOR INSTALLATION INSTRUCTIONS (DUCT TAPING. PLACEMENT, ETC.). TENANT TO REMOVE AND DISPOSE OF (1) WEIX PRIOR TO SOFT OPENING. 3. SINCE TEMPERATURE AND HUMIDITY DURING AND AFTER INSTALLATION AFFECT THE FINAL CURING TIME OF ALL CEMENT BASED AND EPDXY MATERIALS, ALLOW FOR EXTENDED PERIODS OF CURE AND PROTECTION WHEN TEMPERATURES DROP BELOW fi0'F(15'C) AND/OR WHEN THE RELATIVE HUMIDITY IS HIGHER THAN 70x, SURFACE PREPARATIQ.d; ' ' I+I1��1��I I'.►+ I rt I /�I' I, 1 I•, 1• a•1 a • e e • • •° • CERAMIC TOOL COMPANY INC, I 11.,1 j1 ,1 �I(,1„ rt�L'LILi�IIL�IL' �I 'I QI:I.;'{�i. j111 10866 W. WISCONSIN AVE, MILWAUKEE, WI. 53226 ' ' NOTE: ' EMBED CTC STRIP AND FEATHER EDGE WITH MORTAR THIN -SET 1.iIlil�1 , 6" OF FILLERlir .31 uiliI' nIi. 6" OF IIINII:.�} Mil 1/8' VCT 1-800-236-5230 FEATHER EDGE, WTIH LATEX FLOOR FILLER MIN. 6" FROM EDGE OF VCT (00 NOT APPLY FILLER ON OR UNDER VCT) USE THIN -SET TO EMBED DMDING STRIP AND FEATHER EDGE. CTC BAR ONLY AT SBEMCO MAT _ CTC BAR AVAILABLE FROM: 1. ALL SUPPORTING SURFACES SHALL BE STRUCTURALLY SOUND, SOCIO, STABLE, LEVEL. PLUMB AND TRUE TO A TOLERANCE IN PLANE OF 1/8"(3 MM) IN 10'-0"(3 1.1) FOR FLOORS. THEY SHALL BE DRY, CLEAN AND FREE OF GREASE, OIL, DUST, PAINT, TAR, WAX, CURING AGENT, PRIMER, SEALER, FORM RELEASE AGENT OR ANY DELETERIOUS SUBSTANCE AND DEBRIS WHICH MAY PREVENT OR REDUCE ADHESION. 2. MECHANICALLY SAND AND SCARIFY THE SUBSTRATE TO COMPLETELY REMOVE ALL P PAINT, LOOSELY BONDED TOPPING, LOOSE PARTICLES AND CONSTRUCTION 3. NEUTRALIZE ANY TRACE OF STRONG ACID OR ALKALI FROM THE SUBSTRATE PRIOR 70 THE APPLICATION OF THE MORTAR. 4. ALL SUBSTRATES SIiALL BE DRY. THE MOISTURE CONTENT 5HA'L NOT EXCEED 5%, 5. USE INDIRECT AUXILIARY HEATERS TO MAINTAIN THE TEMPERATURE IN THE AREA AT THE RECOMMENDED WORKABLE LEVEL VENT TEMPORARY HEATERS TO PREVENT DAMAGE TO TILEWORK FROM CARBON DIOXIDE BUILD-UP. 6. PRESSW005, PARTICLE BOARD, CHIPBOARD, 8630145, GYPSUM, FLOOR PATCHING COMPOUNDS, ASBESTOS BOARD, LAUAN AND SIMILAR DIMENSIONALLY UNSTABLE MATERIALS ARE NOT ACCEPTABLE SUBSTRATES. 7. NO SEALERS OR CURING COMPOUND SHALL BE USED ON CONCRETE SLABS TO RECEIVE TILE. A11 CONCRETE SLABS SHALL BE CURED FOR A MINIMUM OF 28 DAYS PRIOR TO INSTALLATION OF PORCELAIN TILE. CONCRETE SLABS THAT ARE TO RECEIVE FINISHED FLOORING. SHALL HAVE A WOOD FLOAT FINISH, AND SHALL BE LEFT LEVEL AND TRUE TO A TOLERANCE IN PLANE OF 1/8" (3 1.18) IN 10•-0-(3 M) FOR FLOORS. PITCH FLOORS TO DRAINS- WHERE REQUIRED. AREAS REQUIRING FILLING, PATCHING DR LEVELING SHALL BE PREPARED BY THE GENERAL CONTRACTOR IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS FT 8. ALL SURFACES TO RECEIVE TILE SHALL BE LECLEAN, FREE OF DUST, OIL, GREASE, TAR, PAINT. WAX, CURING AGENT. PRIMER, SEALER. FORM RELEASE AGENT OR ANY DEI±1LNI005 SUBSTANCE AND DEBRIS WHICH MAY PREVENT OR REDUCE ADHESION. 9. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ANY SUCH CONTAMINANT PRIOR TO THE COMMENCEMENT OF TILE INSTALLATION WORK. 10. CONCRETE SURFACES SHALL BE AT LEAST 28 DAYS OLD, DRY. COMPLETELY CURED AND FREE OF HYDROSTATIC CONDITIONS AND/OR MOISTURE PROBLEM, 11. NEW CONCRETE SURFACES FOR DRY -SET MORTAR OR MEDIUM- BED INSTALLATIONS BELOW SHALL OOD FLOATED DR BROOMFINISHED. 12. ON GRADE DR BEL GRADE, CONCRETE SLABS MUST BE INSTALLED OVER AN EFFECTIVE VAPOR BARRIER AND BE EXEMPT FROM HYDROSTATIC PRESSURES, 13. OVER EXCESSIVELY DRY POROUS CONCRETE, KEEP THE CONCRETE SUBSTRATE CONTINUOUSLY MOIST FOR AT LEAST 24 HOURS BEFORE WORK BEGINS WHEN USING DRY -SET MORTARS OR MEDIUM -BED MORTARS. REMOVE ALL EXCESS WATER OR STANDING WATER ALLOWING THE SURFACE TO BECOME ALMOST DRY BEFORE INSTALLING 714E LEVELING COAT, DRY -SET MORTAR OR MEDIUM -BED MORTAR. 14. OW CEMENT TERRAZZO, CERAMIC TILE, PAVER AND QUARRY TILE. SHALL BE SOUND. SOLID, WELL BONDED, FLAWLESS, STRIPPED CLEAN AND FREE OF_ LL DUST, WAX, GREASE, SEALER. SOAP RESIDUE AND AOTHER DELETERIOUS SUBSTANCES WHICH MAY REDUCE OR PREVENT ADHESION. 15, BEFORE WORK COMMENCES, EXAMINE THE AREAS TO BE COVERED AND REPORT ANY FLAW OR ADVERSE CONDITION IN WRITING TO THE GENERAL CONTRACTOR AND THE ARCHITECT. 00 NOT PROCEED WITH THE TILE WORK UNTIL SURFACES AND CONDITIONS COMPLY WITH THE REQUIREMENTS INDICATED IN THE MANUFACTURER'S INSTRUCTIONS AND IN ANSI A108.5 SPECIFICATION, LOCATIONS. SEE FLOORING PLAN FOR LOCATIONS. CERAMIC TOOL COMPANY INC. 10866 W. WISCONSIN AVE. MILWAUKEE, WI, 53226 1-800-236-5230 WALLS IN OFFICE CORE. 3. SALES FLOOR: FLOORING CONTRACTOR TO INSTALL VINYL BASE ON WALLS ON SALES FLOOR. TYPES AND LOCATIONS OF BASE ARE INDICATED ON INTERIOR ELEVATION DRAWINGS. VINYL BASE TO BE INSTALLED FOR FULL LENGTH OF WALLS INDICATED. ALL VINYL BASE TO BE INSTALLED PRIOR 70 FIXTURE INSTALLATION. 4. DRESSING RQOMS: SEE SHEET "053" FOR LOCATIONS AND FURTHER ENTRANCE MAT DETAIL 15 CARPET/TILE TRANSITION DETAIL 3 INFORMATION. 5. COLUMNS' (TFGCI) BASE ON DRYWAII COLUMN ENCLOSURES IF APPUCABLE. SEE "D51` FOR FURTHER INFORMATION. FP2.1DWG 110/13/05 SCALE: 1/8"= 1' FP2. DWG 188/00/YY I SCALE: N.T.S. '• FULLPORCELNN TILE PORCELAIN TILEPORCELAIN FLOORING CONTR. INSTALL 3/16' WITH SONNEBORN SEALW7. TO FURNISH AND SAW -CUT JOINT FILLED 'SL -2 SON0LA511- TILE ' °• '' • " •• -' , ' •' _.n -, A Al e •y T ° ,' e1 A -, 4 4 4e .1 „ nNOTES: •- `, v A "4 A 1 •..� � - 1 2 / DIAGONALLY) PORCELAIN TILE (CUT (T`rP1CA) � " • SAW -CUT TILE CONTROL JOINTS OCCUR ON MAIN CONTROL JOINTS ONS.. SEE FLOORING PLAN FOR LOCATIONS. PRE -SAW CUT TILE BEFORE INSTALLATION. RESTORE FACTORY EDGE. PORCELAIN TILE IS NOT TO BE COT SMALLER THAN 4" IN ANY AREA (AS BREAKAGE MAY OCCUR), CUT ADJACENT TILES AS REQUIRED. 'o NOT USEDMORTAR 40 NOT USED TILE CONTROL JOINT DETAIL 28 SCALE: I SCALE: 3'-0" FP2.DWG 188/00(YY I SCALE N.T.S. ' iilliREESE ! 15411A ,JAMB GUARD [6_4THRESHOLD (TYP,) MOUNTED REDUCER STRIP. TO CONCRETE SLAB. FIT TILE AROUND JAMB BASE. THIN -SET DMDING STRIP FROM "CERAMIC TOOL COMPANY INC." 1CTC-35. DMDING STRIPS SHALL 8E SECURELY FASTENED TO THE ROUGH SLAB THEY SHALL BE "ANGLE" TYPE, WITH AN ALUMINUM VERTICAL DEPTH ---- 'r• 01 TIED AREA (DOR) MOUNT REESE FLUSH W17H FASTEN TO LEG HAVING A OF 3/8". #5411A THRESHOLD TOP OF PORCELAIN T1LE.NEW FLOOR WITH ANCHORS. TILE / I -FILL SOLID WITH USE THIN -SET TO DIVIDING STRIP NON -SHRINK GROUT AND NO FEATHER EDGE. SECTION THRU 1 PLAN VIEW NOT USED 41 NOT USED 29 TYPICAL 90 CORNER 17 STOCKROOM THRESHOLD DETAIL 5 I I SCALE: I I SCALE: FP2,DWG 188/00/YY I SCALE: 3/16"-1' FP2.DWG 1 MM/DD/YY I SCALE: N.T.S. ..I D 6 3 ft CTC -38 -CT AVAILABLE FROM: VINYL EDGE TO BE TUCKED UNDER EDGE OF DMDING STRIP. 1/8" VINYL PLANK CERAMIC TOOL COMPANY INC. 10856 W. WISCONSIN AVE. MILWAUKEE, WI, 53226 1-800-236-5230 - THIN -SET DMDING STRIP FROM "CERAMIC TOOL COMPANY INC." #CTC 38 -CT -CLEAR FINISH. DMDING STRIPS SHALL BE SECURELY FASTENED TO THE ROUGH SLAB. NEW TILE LaEEtELL,,,,,,,mk<it.I,LELLEILLEL • • LLdni_„t,,,,,.,L1tL Lift( JOHNSONITE 12" L5 -40E LEVELER STRIP 1/2" TO 0' CUT START PHONEE:: 1-800--88999-8-8916 USE THIN -SET TO - EMBED DMDING STRIP AND FEATHER EDGE. NOT USED 42 NOT USED 36 NOT USED 30 NOT USED 24 NOT USED 18 VINYL PLANK/TILE TRANSITION DETAIL 6 1 I SCALE: I I SCALE: I I SCALE: I I SCALE: 1 I SCALE: 1 I SCALE: N.T.S. KOHL'S - TUKWILA, WA 17200 SOUTHCENTER PARKWAY TUKWILA, WA 98188 DEVELOPED BY. + KOHL'S DEPARTMENT STORES, INC. N58 W17000 RIDGEWOOD DRIVE MENOMONEE FALLS, WISCONSIN 53051 TBI. (292) 703-7000 FAX. 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W _ _ s A1 2 LS I IAN =10011 IP_1, I ,, l LAS _ _ . _ j 145 1 •-1- [ pc - b 11 t °.rONVVOR _ -LB U3 L8N T L8 7 I- on r 490 -0, 0 i ei -- I ./ , I I--•-4 L.. i ----I L8N I L4S 1_45 L. 5 D IF I I I VI , LI A2.1 MEIL4FIE 1- (2,7 OCCUPANTS) - ''' FXITI 1 '• LB LSN LE LIM L81 I_BN En FIN. FIR La " I Lal .4 L8 LO 8 LE1 09 LSN LB Z 0 +111. 1 •= .-L-8 0 .---1 1_8 1 CI l Alk 1 ----- 111 ROOF ACCESS ‘111,--------- OPEN PLENUM ABOVE SALES FLOOR CEIUNG --_,......... NOT USED 6 REFLECTED CEILING PLAN, MEZZANINE LEVEL 3 1 00_,,_„ 1 3,0'32 1' I I 8-1-2005 I 3/32-= 1' Ir. rwo „I --- :ANN ,11' KOHL'S - TUKWILA, WA 11152 17200 SOUTHGENTER PARKWAY TUKWILA, WA 98188 DEVELOPED BY, KOHL'S DEPARTMENT STORES, INC. N58 W17000 FtEDGEWOOD DRIVE MENOMONEE FALLS, WISCONSIN 53051 TEL. (262) 703-7000 FAX. (262) 703-7106 IEWED FOR COMPLIANCE rmr§nucni EB - 2 2007 Ot UMW MG DIVISION SEE CORRESPONDING SHEETS FOR NOTES AND LEGENDS. INFORMATION ON THIS DRAWING TAXES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFLICTING INFORMATION. >>>>>>>>1>D1 DATE BY DESCRIPTION 12-22-06 Bid Set REGGVED nr-i:rvAjLi\ JAN 0 9 2007 PERMITGM1tH MEZZANINE PLAN SCALE: 3/32"= 1' -0" SHEET: PROJECT #: 3079-11152 DRWN BY: JF CHKD BY: JT MP 1 ao) BLDG. SUBMITTAL: 10/12/06 CO co 0 CsJ csJ c 4,000A �s::�i KOHL'S - TUKWILA, WA 17200 SOUTHCENTER PARKWAY TUKWILA, WA 98188 DEVELOPED BY, KOHL'S DEPARTMENT STORES, INC. N56 W17000 RIDGEWOOD DRIVE MENOMONEE FALLS, WISCONSIN 53051 TEL (262) 703-7000 FAX' (262) 703-7105 11152 GENERAL NOTES II. SEE SHEET EL4 FOR PAINT/FINISH SCHEDULE, LEGEND AND I 1 NOTES. INFORMATION ON THIS DRAWING TAXES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFLICTING INFORMATION. N0. DATE BY DESCRIPTION \ 12-22-06 E4 Set A A AA A A MED °Iwo -FYI wtriiii..4 JAN 09 LEI co 0 DETAILS AND SECTIONS N r SCALE: AS NOTED SHEET: 1 PROJECT #: 3079-11152 DRWN BY: NH CHKO BY: JT ID S 1 BLDG. SUBMITTAL: 10/12/06 Q I I 1 1 I 1 I 1 I i--., r 1 C J i ■ : r- I r UP •I .1 PRS. jj �l /I ROOM E STORE _1 1 OPS MANAGER DN was I `, I an INDICATES LOCATION UHAIR RAIL. SEE NOTES ON THIS SHEET FCR FOR HEIGHT. SEE NOTE fig, - `} 1} 1 1} J{ % EMPLOYED! —MD BASIN -. LOUNGE mAE CLOCK BACKER (60"L x 35"H) (TFFCI). BOARD TIME u 1 (GCjFGCI) {_� - Slane TOWEL { CLOCK (TFFCI) AND T1ME-CARD- HOLDERS (TFFCI) TO MOUNTED TO BACKER BE BOARD. / OPEN NOT USED NOT USED 31 NOT USED 25 (TFGCI)SER FABINET AND OFFICE > STAFFING I STO K SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. COAT RSLOM INK (TFFCI). SURFACE I ' •LIGHT FIXTURE TO BE ATTACHED TO • CORNICE 70 BE MOUNTED FLUSH 4 51 - _ - I MOUNTED STANDARDS. (TFFCI) ,[ I MANAGER R00'``',' ) CEILING GRID W/ CADDY CUPS TO TO FACE OF WING WALLS WHEN ALLOW FOR ADJUSTMENT. WINGS ARE 30" OR 36" DEEP - OTHERWISE INDICATED ON SHEET SHET "55". CORNICE TO TERMINATE INTO SIDE OF •5% OF COUNTER SPACE SHALL BE ACCESSIBLE W/ MINIMUM 30" X 48" CLEAR FLOOR SPACE20• 3r SURFACE--- MOUNTED STANDARD (TFFCI) / TO 8E MOUNTED ABOVE (3) 36" SURFACE MOUNTED STANDARDS (TFFCI) TO BE MOUNTED 24APART ®4-6" AFF. COAT RACK (TFFCI) o'WOaur�n I (2) R OF I _ - - --� 0—[OJICLNOW G — _ FAMILY _ _ _,_I �j(' I} TRAINING TYPICAL UNLESS WING WALLS WHEN WINGS ARE 32 - OTHERWISE NOTED ON COUNTER. 12" LAMINATED OR 35" DEEP - UNLESS OTHERWISET SHEET "RC1 "SS1-. RESTROOM L - ROOM INDICATED ON SHEET f \ SHELVBRACKES W/ 1 x �" ( ) \ MENS CASH SURFACE 1 LAMINATED SHELVES w/ - ROOM -TI . MOUNTED STANDARDS STUDWNI I (7C1) BRACKETS (TFFCI) J f - Ilt I CI TRIM PLUGMOLD. SEE ` \ T f I SURFACE _..__• ��24' -- . &r,A i PREFlNOISHED ( ) 3 4" PLYWOOD SHEET E2" FOR E� STUDWALL (n / 1"x 1" ALUMINUM ANGLE SPECIFICATIONS, LOCATIONS AND 25- n7 LAMINATED 1 REFER TO R 11 NS MOUNTED STANDARDS. -Ty�_l --- dd q�F f� QUANTITY. r� COUNTER CV (TFFCI) BACKING INFORMATION REFER TO _ _ .- 1 LRUR (TPF ) . I ~ • n� G- r~WANLLL T I ) BASK- FOR - I I I 4(x)2 . • SUPPORTS BACKING INFORMATION J (TFFCI) I lin IIMMIA111' "CM -_�I- SERVICE8 1— 0 SK — .. r f WOMENS 1 SCALE: N.T.S. SCALE:1"-1/2=1'-0" \ ` — SERVICE �. CORNICE (SALES FLOOR) 38 COUNTER DETAIL 32 KRONQS/AM SHELF DETAIL 26 WATER FOUNTAINS (=FOCI) AREA 1 fe5•1• 3 FOR SCALE: AS NOTED SCALE: 1/2--1•-0" 1 [SCALE 3/8"=K•-0" 4WNDICAP MOUNTED AT HEIGHT � �� /CE II IN LOCATION FOR BRIDAL REGISTRY � - �p4 II"1� � �oDE co 15'-D" NOTES: 1 '-� �, INDICATESGENERAL N TS, SH LVR ING. CONTRACTOR 2. (TFFCI) INDICATES TENANT FURNISHED AND 1. REQUIRED AT FIXTURE CONTRACTOR INSTALLED. 3. (GCFGCI) FIRE TREATED WOOD BLOCKING AS OAT REQUIRED AT ALL CABINETS, SHELVING, COAT RACKAND WALLFGUARDS, DOOR STOPS, CORNER GUARDS 4. ALL EXPOSED COLUMNS IN OFFICE AREAS ARE BE ENCLOSED WITH DRYWALL TO MINIMUM SIZE. 5. (0CFGCI) FIBER REINFORCED PANELS, (2) 4' SHEETS MOUNTED VERTICALLY AT MOP BASIN. 6. (TFFCI) SERVICE DESK COUNTER AND CABINETS 7. (TFFCI) BULLETIN BOARD IN EMPLOYEE VERIFY LOCATION W/ CONSTRUCTION MANAGER. 8. (TFFCI) 3" OAK CHAIR RAIL 28" OF CHAIR RAIL ON ALL WALLS IN AS INDICATED. 9. CI) BATTERY CHARGER SHELF AREA VERIFY LOCATION W/ KOHL'S TO CONSTRUCTION MANAGER. X 8' 11ABOVE) UPPER RRTOPINETS (CLEATED).E . KOHL'S AFF. EMPLOYEE IN INSTALLED TO BOTTOM LOUNGE JANITOR 24" ry (�7 FLB 4 zod l }�.�y� g ••�� city DIVISION 61 YYYY AA BUILDING °r l EMDENLOUNGE. 7 1 a COAT RACK CI SUPPORT AS REQUIRED. /16/ COAT S4PPORT n •. RACK (TFFCI) AS REQUIRED. HANDICAP♦ NOT USED 39 COAT RACK DETAIL 33 NOT USED 27 ENLARGED OFFICE CORE 3 SCALE: N.T.S. SCALE; 1/4"=1'-0" I I SCALE: N.T.S. I I SCALE: 3/16" = 1'-0" UPDATED: 9-6-2006 KOHL'S VENDOR CONTACT LIST VENDOR CONTACT INFORMATION MAY BE UPDATED AT ANY TIME IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO DISTRIBUTE LATEST UPDATES i0 SUBCONTRACTORS. 4C21,Q` t1 f� b��( P..► . VENDOR REFERENCE MAIN CONTACT 1 E-MAIL ADDRESS PHONE: 1 FAX: I'717 1 ADDRESS DATE LISTEDANCON 1 iiiui BLOCK AND INC. (NOEILE BLOCK) :PEC $04200 TAB f�YER 1 251-6030 886_251-6030N I 02/28/2006PRECAST, - - -— �-- f—EN E II - AUTOMATIC ENTRANCES OF WISCONSIN 131. SPEC 084&0 JAY WALT Jm 1rinc.nel3=00-776-7722 a 100/103 R6Z-9-8604 02 2B 2006 / f 8056 (SOUND SYSTEMS) 1 DEAN SHANNON dean_shanndni•base.cam REC1: 508-766-4482 ELL 508-944-0402 608-766-4470 E MOUNTAIN, FRAMINGHAM, 11A 01701-9168 02/28/2006 0=TOMER 0 .. .x SEMS CLIP ©cwTaEx LIEMF _ 0.ei sawicE p sat p ,•-"•C� p) d Q CARRIER CORPORATION (CARRIER RTUS)1 iA2 ART dURTE9 art.curtesOctersteel.cvm P FFlGE; 414-438-3264 FELL: 414-397-0960 I 1 I 02/28/2006 CERAMIC TOOL COMPANY INC. (TRANSITION STRIPS/THRESHOLDS FON IDOLATA SUSAN 1 800-236-5230 82-513-9331 1 10866 W. WISCONSIN AVE MILWAUKEE, WI. 53226 02/26/2006 CLEMCO ELITE STANDARD SYSTEMS WALL STANDARDS 1, PEC 05400: DAN DONE, CO -- OR & SALES DEBORAH SHARP, 5 PPING INFORMATION Nan®clemcb-elite•cam 809-483-0141 tog -483-0146 =HELLMAN AVENUE 768 -. CHO CUCAMONGA, CA 91730 02/28/2006 CNA INSURANCE C1, PEC :01300 STEVEN LEVIN steven.levi✓1®tnv.com 947-573-9020 B47-573-9027 33 E. BUTTERFIELD ROAD UITE 700 LOMBARD, IL 60149 02/28/2006 ril B••'�■�----� _ _ _ Li .IIi11 CROWN METAL MFG COI. (WALL STANDARDS) PEC 05400 11111 ANDY Kt7ENEMAN I andy®crowTlmatol,c°m II G30-279-9800 �30-279-9807 1 055 SOUTH ROUTE 83 pLMHURST, IL 60126 02/28/200: — __ - II- V1111111: _ 06001056 (GRC) 15PEC 109290 11 WALLY IORMAN wally®decQfarm.tom _ �j41Bn70ECOFORM4970 EXT. 308 OR I 1176 745-6636 )L70 REXDALE BLVD., bMA�O CANADA O7/7f2006 �A•�r�mZ�� ©cusnu Sluff E OC STO ER SERMa ENVIRONMENTAL SYSTEMS CORP. (BUILDING AUTOMATION) 1 I BRIAN SCHMITT I 8rion.schmittelenvsysins.com 1 PFF10E: 262-832-1320 FELL' 414-380-9720 I I 1 1 02/28/2006 NOT USED 22 NOT USED 16 SERVICE DESK ELEVATION 4 MILLWO/ILLE (FINISHED MILLWORK SUPPLIER) TOM IDIER I ntury(el.nat forestville bFFICE: G20-856-6460 I I 1 03/22/200: SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. FORMGLAS (GRC) SPEC 09290 BRAD GiALMER 1 66a1mer0fdrmglcacom 1 I FFICE: 416-635-8030 ELL 647-229-9416 I 1116-635-6588 1 CHAMPAGNE DINE CHAMPAGNE CANADA M3J2C5 07 7 / /2006 HILL PHOENIX (POWERWALL &I POWERPLUS) �3 I GREG ANDERSON 1 edpkohls®hillphoenix.com greg.andersonghilIphoenix.com MAJNOFF10E; 1-800-518-6630 EXT. 3251 PREO: 770-286-3213 1 1 1 02/28/2006 oeeaaln 0100 ;001017 I %mracs) ICI PAINTS ILA KEVIN I TACY I C kevin_lostdcy®ici.com 1 FF -ICE: 616-335-3259 CELL' 616-403-0966 I 1 916-335-3401 1 1 1 02/28/200: INPRO CORPORATION (WALL PROTECTION) PPI, PEC 06600 I BRUCE KLIND Pf p• hWindGin acor comTOP BOO -214-7749 EXT 118 1388-715-8407 1 02/28/2006 NOV' Pa+m. tie REDw 8 EACH END Of IC1THU1W1 Erclosc 9110 (1451 COLUMN TO rosseu= WEFT u'xu"). VARIES sNaasT w rm. . OFR (COMPACTORS) I DAVID 1WOLFE F doveejxfrinc.nei 020-699-2848 1320-699-2847 1 ?22 N. WATERTOWN,Si., OHNSON CREEK, WI 53038 02/28/2006 KLEIN-DICKERT MILWAUKEE, INC.. (SQR€T%INT) . ... . ....9d�Q EPEC .. .. . , MARK ANZER �....... , mwanzer4ughes.not 962-650-7200 T.. 111 hh62-650-72111 J W231 N2837 ROUNDY CIRCLE EAST WI 53072 02/28/2006 KOHL'S LIGHTING PURCHASING COORDINATOR (LIGHTING) �4 STEVE TIIOKARSKI stevan.tvkarsfd®kohls.com �62-703-6369 1 1 IP.EWAUKEE KOHL S CORPORATE OFFICE 08/3/2006 - I EQ. EQ• onxuDEn uiuwuM 'n PICTURE RaL OR s1ATwuL i OOF,4025 (TFCC* KONE, INC. (ELEVATORS) ED•.. .� .. .. �" 14200,14300 .. .. ... n ., .. 1110MA5 U. DUSEK .� ,. �. }.. :.. .. r. tam.dusekbkone com „( .. .. ,. n ,. .. ,.. .. ti .,. ., ,. 030-629-3100 EXT 247 ELL: 630-258-8900 .,,.. .. r. 030-629-4330 I a. .. .. .�. ,c 080 PARKVIEW BLVD. OMEARD, IL 6014-8 .. ,.. s. , 06/26/2006 'a I TYPE MEM (1Em) LLl �' pi Al 1-5/8- 3-5/e- wEua sT As STYLE uar vim) ROOF (sem Aar yarn MAIM (WALLCOVERINGS) L4 STEPHANIE ICOVART OR JACKIE K9SIPPAJNEN scovart®mahbram.com 01 jkemppainen0Inahorom.com Ig 12_338-8311 Ig12-338-7849 02/28/200: MCCUE CORPORATION (FLOOR BUMPERS) 1PP1 JEAN (MORIN jmarin®merNecarp.com 1-800-800-8503 1 1 f 07/11/200: GRAYBAR (DATA AND MILWAPHONE) P1 TONYFIRANfAL anthvrry.frogal®gbe.cam 14-607-7885 I/414-526-3024 02/28/200= COFTIEFm (MCC) UM O PLAN VIEW f PANDUIT (DATA AND PHONE) PP1 PETER (MARTIN pdm©pa)duit.vom pa 8 506-5400 EXT. 5111 (CELL: 414-040-9000 1 I1 I 02/28/200 6- x I -1/e• ESE NOT USED 11 5 RUTLAND INDUSTRIES (BICYCLE RACKS) PEC :02870 I MICHAEL MACKEY0rca) I I 502-775-7638 1302-775-9746 (23 PARK STREET, 'RUTLAND, VT 05702 02/28/200. q SCALE: N.T.S. I w 7 + �'i 5/8" -5/13" y�q 5 ) UUN (srnE u1 SIZE Mar VARY) -. FaRwN SCHINDLER ELEVATOR CORP. 14200 14300 ROD LYNCH 1 1372-677-0210 02/28/2006 (STO68 CORPORATION (EXTERIOR COATINGS) SPEC 4109800 CHRIS LkZOWSKI I 1 1 I 1 L 13-541-0441 1 1 I I 0$ /28/200- 5/s- !aSUN (ac1ca) (sae MMr war) TANNER SUPPLY CO. (FINISH HARDWARE PACKAGE) 192, SPEC :08710 MIKE BANNER I mkannerOtann, ersupply.com I 1734-847-5446 �34-847-5556 k'b BOX 118097 (TOLEDO, OH. 43611-8097 03/22/200° I BASE i&. PLAN VIEW s1wNLe55 Sita CORNEA GUARD OTGQ) TEXTURED COATINGS OF AMERICA., INC. (EXTERIOR COATINGS) SPEC :09800 I RICHARD( BARNES 1 -54-581-0771 a 103 1 I 02/28/200• I O2 5180.1 Gwc eGx (soE of =DIM vuaes) mwuK (sTrLE MO SCE Mar varn7 5/6" ETHAN (5CFry) 61 1/s• EASE _ - -- •-•. 45 8 USG CORPORATION -- 901, 551, Spec:09305, 139510, 09250, 09260 IED 1�ELLAM 1 12-606-4428 1125 S. FRANKLIN ST., FHICAGO IL 60606 02/28/2006 WAYNE-DALTON CORP.(OVERHEAD DOCK DOORS) PEC :08300 *AT STEVENS (SALES, REP -PROJECT MGR MICHELLE BECKLER (SALES REP-ESTIM.) AT 5.:1-800-598-3667 EXT #3 ICHELLE 8.: EXT :2 R 30-763-8038 .NE DOOR DRIVE T. HOPE, OHIO 44650 09/06/2006 WILSONART (LAMINATED FLOORING) ... h.1 .. ... .�.. .. .. JOHN( HILL hillj0wilsdnvrt.com • ..II ....... ... 254-718-7907 L..., .... ;[fi2-375-7459 p3b1 CENTER STREET, PO BOX 61(0 TEMPLE. TX 76503 06/21/200-...-8-7 YORK INTERNATIONAL (YORK RTLIS) M2 STEVE OLEY: (ORDERS & DELIVERY) EOFFREY ILLLW: (TECHNICAL QUESTIONS 800-775-9675 tUrrREY: 800-481-9738 02/28/200. x 1�- asE g 5/s^ : 3-5Je" 15/6'NM N0.5 /8" 1 I 1 1 - 1f r 0 THROUGH 515E �l(l9ECT10N — ratan I I i I I VENDOR CONTACT LIST 30 DRYWALL COLUMN WITH ROOF LEADER MOUNTING DETAIL 18 NOT USED 12 NOT USED 6 SCALE: N.T.S. SCALE: N.T.S SCALE: N.T.S. SCALE: N.T.S. 4,000A �s::�i KOHL'S - TUKWILA, WA 17200 SOUTHCENTER PARKWAY TUKWILA, WA 98188 DEVELOPED BY, KOHL'S DEPARTMENT STORES, INC. N56 W17000 RIDGEWOOD DRIVE MENOMONEE FALLS, WISCONSIN 53051 TEL (262) 703-7000 FAX' (262) 703-7105 11152 GENERAL NOTES II. SEE SHEET EL4 FOR PAINT/FINISH SCHEDULE, LEGEND AND I 1 NOTES. INFORMATION ON THIS DRAWING TAXES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFLICTING INFORMATION. N0. DATE BY DESCRIPTION \ 12-22-06 E4 Set A A AA A A MED °Iwo -FYI wtriiii..4 JAN 09 LEI co 0 DETAILS AND SECTIONS N r SCALE: AS NOTED SHEET: 1 PROJECT #: 3079-11152 DRWN BY: NH CHKO BY: JT ID S 1 BLDG. SUBMITTAL: 10/12/06 Q m� - WALL HEIGHT ESTABLISHED OF HEIGHT. STANDARDS IS TO CEILING BE OFF • AND FINISH GYPSUM CONTRACTOR GAP BETWEEN BOARD, (TYP) TO TAPE GENERAL FURNISH PULLAWAY TO FIN CONTRACTOR TO AND INSTALL W TRIM -T PRE -MASK L BEAD $3110, 5H 70P OF WALLS. CEILING UNE •SALES FLOOR THIS 3-5 8" METAL SIJD REAR TO W51 FOR LOCATIONS INTERIOR IOR AND TYPE SIDE — RECESSED WALL STANDARD 5/8" GYPSUM BOARD JUNCTION PROVIDE BLOCK OF EPS IN FRAME EA ER HEAR AALARL OW DATA IDF PANELS PHONE BOX FDORIN r ORGENERAL CONTACT IN FRAME THESE LOCATIONS (AS SHOWN ON LOCKSET SIDE), HEADER SHOULD NOT BE POURED SOLID, FILL (1) DATA WALL RACK AND FIBER ENCLOSURE (SEP ENLARGED DETAIL THIS SHEET), MOUNT ABOVE CAT5E PATCH PANELS. ---#1-3 RACK POSITIONS- BACKBONES FROM MDF (1 THRU 72). USE PRE -TERMINATED "AMPHENOL" PANELS. '� lk) TILT WALL PANEL REMAINING PORTION FRAMES 1/2" 3; WfTH GROLff. \ W. '�' CONDUIT r3" \ POURED INTO rJ" p ®O es:9; ' }�' •� 1� ,,.,,,,,, DRYWALL OVER - I+I� CONCRETE PANEL 1/2" CONNECTOR BUSHING BY ELECTRICAL r � • CABLE MANAGER . R r 1-4:-.,„1„,..„-1-..,„..-L.-1.,. --- " - " � 2'-D" O.C, a —L I"1="�I a'� _ SUMS I CONTRACTOR. „l ,,,,_l�Y.l.rx — ARM WIRING BY ALARM CONTRACTOR. FASTEN REQUIRED. AS TOP OF DOOR 4� FRAME ALARM CONTACT MOUNTED IN FRAME N i 5 N i '2 S o N F g P� El'w h I fill___WORI�_1, 1; � �_ ... \II 5/8" u (2 ALL STARTING 48 PON PATCH PANELS - CABLES i0 DEVICE LOCATIONS THAT HAVE NUMBERS WITH "2d", IN NUMERIC ORDER. - �,. - —#4-5 RACK POSITIONS- CABLE MANAGER — P6-8 RACK POSITIONS- (3) 24 3-5/8 METAL S1JD EXTERIOR REFER TO W51 WALL FOR LOCATIONS RECESSED N WALL STANDARD 5/8" GYPSUM BOARD USE 5' GRADUAL BEND CABLE TRAY ABOVE CEILING. ATTACH TRAY DIRECTLY TO BOTTOM OF STEEL JOISTS (AT SAME HEIGHT AS HORIZONTAL CABLE RUNS), LEAVE 5' EXCESS CABLE COILED IN (1) NOTES: • USE • REFER DATA WALL RACK APRT CTO O OCALOCATION10N5 THAT CABLES HAVE ALL PHONE LOCATIONS NUMBERS STARING WITH "2p", IN BLANKS IN ALL UNUSED PORTS. NUMERIC ORDER. TO SHEET "CP1' AND PARTS LISTS FOR 1 SFRTIO�THRU DOOR 1 47 GYPSUM BOARD UNE OF STANDARD TRAY (SERVICE LOOP). FURTHER INFORMATION. (2) DATA WALL RACKS SEE "WS1" FORSTD END HEIGHT GENERAL VOID AND EDGE OF CAULK FULL OF STUD/STANDARDS, PRIMING, COATS OF L CONTRACTOR 70 SCREW HOLES STANDARDS. (EYP) LENGTH BOTH AFTER PAINTS ARE APPLIED. FILL ALONG SIDES = c;', C7 -- S SEE SID • LEGEND FOR HEIGHT ALARM WIRING CONDUIT DETAIL (TILT) i0 MDF _�14 ri +fir ••b.. NDARY rr TO SALES FLOOR �+ .DEVICE$ �� __,a1 STALL CABLE TRAYS BEFORE ANY NEW ~• CABLE IPULLED. USE P5 TO p 3 1 I SCALE: NTS - ! \`�- E.C. TO INSTALL 12" PIECE OF 4"0 BACKBONES E(A.CHPCONSISTI GD OF)ONE�ARM RED SIX -STRAND 50 MICRON MULTIMODE FIBER CABLE. BOTH RUNS ARE ONE CONTINUOUS GABLE LOCAT ON ADJUSTMENT. PULL ALL CABLES FROM IDE THROUGH TRAYS. •" 4 TDP VIEW \ 2-0. 0.C. EXTERIOR WALL WITH NO SPLICES ALLOWED. PROVIDE D—RINGS (3 NP) AND VELCRO OPPOSnE wu1 CONDUIT WITH END BUSHINGS) CABLE PROTECTION THROUGH CEILING. (LOWER LEVEL ONLY)—'''''''.,±1 FOR �► 48" SURFACE MOUNTED L -DATA CONTR- TO INSTALL GRADUAL STANDARDS (TFFCI) 70 HE BEND CABLE TRAY FOR DATA CABLE CENTERED OVER 42" DESK. I (LOWER LEVEL MDF ONLY). - (1) DATA WALL RACK AND FIBER ENCLOSURE. TERMINATE 70 (12) S/C CONNECTORS AND (ABEL AS "IA & 18, 2A & 28", "3A & 3B" "4A & 4B", 5A & 5B" AND "6A & fiB". PLACE LABELS PER MFG SPEC, ON DRAWER UNDER �� AS NEEDED FOR STRAIN RELIEF. MINIMUM SERVICE INSTALL 3 24 PORT "AMPHENOL" PANELS. p (� / / WALL HELD TIGHT TO COLUMN 3-5 8" METAL STUD (EYP. UNLESS REFER 70 WS7 DIMENSIONED FOR LOCATIONS OTHERWISE) RECESSED r WALL STANDARD 5/8- GYPSUM BOARD '� 3'-0" 12" (2) 1@�"x 41 " TERMINATIONS. (2) 48 PORT "PANDUTr PATCH PANELS, ALL CABLES TO DEVICE LOCATIONS ARE N NUMERIC ORDER IN �� ..�-- _PHONE CLEARANCE—� LABEL A$ 1" THROUGH '72". LABEL PANEL 1\ 'PHONE BACKBONES" (FROM MDF). 19" 19" �/ ISOLATED... GROUND / \ I "tea, 1�� _ �1 - -� LAMINATED WOOD (TEEM SHELVES TFFCI a OUADPLIX I It• LOWER ROWS." ' •.f f f NI ARI,f 1) "RR PANE LS- ABUVf - - •--'• - - ^-� �• -b �� , ~ DATA INSTALL (3) 24 PORT PHONE \ PATCH PANELS. CABLES RUN TO /i PHONE DEVICE LOCATIONS, -•- -•• "m •'' 'a'n RECP. 20J AMP CIRCUIT - Ii a ■■■ MOUNT (3) WALL RACKS AS SHOWN (66" I AFF TO BOTTOM) ALLOW 2" BETWEEN DATA �� RACKS AND PHONE RACK. r.^. .. NSTALL CABLE MANAGER. �i PHONE DATA N REQ'D•l 0 RACK DATA i RACK - 05 f GENERAL CONTRACTOR TO TAPE AND FINISH GAP BETWEEN - \ (Tti"p) Rnx R FE RAMO LAMINATED DESK 41 X 45"H TFFCI ( ) "L 41 "• GENERAL CONTRACTOR 70 FURNISH AND INSTALL 5/8" SURFACE MOUNTED FIRE TREATED PLYWOOD AS SHOWN. USE(1)SHEET, 4'-0" X ( r1 I NI " ® I~ -• 1 AREA FOR TENANT PROVIDED CENTER WALL RACK AND SWITCHES UNE OF BOARD COLUMN SIZE AND HOLO STYLE MAY VARY---•-•-1— FACE -- WALL TIGHT TO v OF COLUMN A " *X �" GYPSUM BOARD. (EYP) SECTION \SEE- IIT 2'-6" 4'-Q 1 \ I• -6" 2'-0" Q % � 11'-10"H x 23 5/e'1V x 5/8"D O SQUARE EDGE GYPSUM BOARD. SCALE: 1/2"=1'-0" 8'-0"J. (2) QUAD "E2" F to SEE SHEET "E2" FOR / AND WALL J//Jj `D e "'=•7 �,nm ' Igl , "' �� i,,'ni5,:., s•a .1� err NMI SPECS. ELEC. CONTR, TO INSTALL CONDUIT FOR DATA THROUGH WALL TO 4" CABLE SALESDC ELEC. CONTR. ISOLATED GROUND TO INSTALL 4" CONDUIT CUADPLRECP. 20 WALL STANDARD DETAIL 32 STUD WALL DETAIL 26 IDE DETAIL (FIBER OPTIC) 14 FLOOR PLENUM. (MEZZ. UPPER LEVEL ONLY) AND FQRDATA CABLE THROUGH FLOOR 7D AMP CIRCUIT REQ D. DOCK/STOCK AREA. (MEZZ. AND UPPER SCALE: AS NOTED I 15/•41 F: 3/4"=1'-0" 1 I SCALE: 1/2" 1'-0" LEVEL ONLY) PUL(, DOWN ADJUSTABLE ACCENT LIGHT, 5/8" GYPSUM BOARD ON 3_5/8" METAL STUDS FIBEROPTIC BACKBONE PART SPEC. LIST TENANT FURNISHED ANALOG LINES FOR SECURITY PANEL INFORMATION (DATA CONTRACTOR FURNISHED AND INSTALLED) PARTS TO BE NEW. NO SUBSTITUTIONS WILL BE ALLOWED, -0 4'" MIN. CLEAR 2'-6" Y-6" (QTY MAY VARY). SEC. / / CONTR. TO CONNECT.A• 5 .-nfiC.1.P. r,fi UUeFt v7SPAONC lox GG PAGING MUST ALLOW QTY aal PARTMFG . . I TIBER OPTIC PART SPEC. LIST i (VARIES RJ45 JACKS (DATA/ ORANGE) CJ5E88TG-OR - - - SECURITY CONTRACTOR TOFOR FACEPLATE M+"Tb" 1 (DATA CONTRACTOR FURNISHED AND INSTAI 110) 1 I PARTS TO BE NEW, NO SUBSTITUTIONS WILL BE ALLOWED. I I (PHONE/ BLACK) CJ5E88TG-BL (PHONE/POWER FAIL/RED) 035E8870 -RD PANDUIT I 1 w \--Id FIRE ALARM PANEL —® SECURELY ALARM RAylltg._(.1),RELAY LABELED ARMED" AND (1) RELAY Eb'CALARM IN QUAD j JUNCTION BOX ('W/ SCREW 12" GTY ITEM PART MFG. CEILINGACCOUCAL W , 2 ARMOREDSTRAND PLENUM M-5-IPJ-6-DN--L-OR-SIC 1 GRAYBAfiI VARIES 4 -PORT FACEPLATE CFPE4WH PANDA �—® FIRE ALARM PANEL COVER)ADJACENT TO PANEL. D , �, ,- !'— fir'/ �7 IB R CABLE (50/125 MULTI -MODE) o06C68-31131-A3 CORNING' 1 10 -PORT FACEPLATE(DBL. GANG CFPEIOWH-20 ) PANDUIT (OR EOUNALENE) 'VARIES PANEL 2¢ S/C CONNECTOR 50/125 FSCMRD (FIELD MUSH) [1B PPNDUR 1 WALLPHONE FACEPLATE KWP5E PANDUIT _— E.C. TO INSTALL OUTLET W/ ISOLATED GROUND DEDICATED C'RCUR OUTLET OPERATION. (EYP) DUPLEX CIRCUIT. 24 HR q• ) > > j A \ J -BOX F�i1'!.\lE swncR e WAG lam a - I I _ Fey _ N I a = ,j •ACOUSTICAL CEILING 1 ANAEROBIC ADHESIVE (MULTIMOOE)(RED-BOOT ONLY) FSCMMSaRD (PRE POLISHED) 1 VARIES 2 -PORT SURFACE MOUNT BOX CBXJ2WH-A PANDUIT 1 WALL RACK (IDE ONLY) *I- d PANDUIT I 1 VARIES 4 -PORT SURFACE MOUNT SOX CBXC4WH-A PANDUIT 2 FIBER ENCLOSURE - 1 RACK UNIT FRMS -1 PANDUTTI I 5 24 PORT PATCH PANEL CPP24WBL PANDUIT I (wmumEn eosc .. 2 THREE PORT FIBER ADAPTER PANEL FAP3WBUDSC PANDUIT1 1 4 48 PORT PATCH PANEL CPP48WBL PANDUIT ` , — AM PIFORINigN I eosz .rsn TROUEILM40011NG FRGNOm ro EN uouulm O:MAolc ej A , (ALLOWS SIX CONNECTORS) I VARIES MODULE FRAME CF106-2WH PANDUIT 1 2 PANEL BLANKS FAPB PANDUIT1 MDF PANELS Ii. INSTALLERS MUST BE CERTIFIED IN FIBER INSTALLATION AND TESTING BY BICSI. ARIES BLANKS (FACEPLATES) CMBWH-X PANDUIT '2. ALL FIBER MUST BE RUN FROM MOF FIBER ENCLOSURE TO IDE FIBER ENCLOSURE.' I3 1 'VARIES -1 ADHESIVE CORD CUPS ACC38-A-M PANDUIT PHON E #1-3 RACK POSITIONS- BACKBONES 70 IDE (1 THRU 722M). U$E61PRE TERRMINATED DATA FIBER ENCLOSURE (SEP ENLARGED DETAIL THIS SHEET). MOUNT ABOVE CAT5E PATCH PANELS IN FLOOR RACK. TATA P.ACKPOUFS; DATA CONTRACTOR TO RUN (1) PRIMARY BACKBONE AND 1 SECONDARY BACKBONE EACH CONSISTING OF ONE 6 -STRAND 50 MICRON (1) VARIES BLANKS (PATCH PANELS) CMBBL-X PANDUIT NOT USED 39 NOT USED 33 JEWELRY SOFFIT DETAIL 27 PAR.ALLEOUGH WWEEN BROOMS AT A MANE FB 8' ACABLE LINKING MDF TOPART, FOLLOWING MOST PLENUM) SUSPEND 3 CABLE MANAGER (2 RACK POSITIONS) WMPFIE PANDUIT I I SCALE: N.T.S I 1 SCALE: N.T.5 I 1 SCALE: 1"m1'-0" 1 ON J -HOOKS EVERY 6'. SEE "FIBER OPTIC NOTES" ON SHEET "052". 4, FOLLOW ALL TIA/EVA 5688.3 STANDARDS FOR HANDLING INSTALLATION, I 3 IDE WALL RACK TWBH4E, - PANDUIT L W -•a tea (SHOWN WITH FRONT COVER OPEN) • _ _ 4'-0" MIN. CLEAR AREA AVAILABLE FOR 5 Is, ALL FIBER RUNS TO BE ONE CONTINUOUS CABLE FROM MDF FIBER 6 24 PORT "AMPHENOL" PANEL VP24382TV25 PANDUIT •? _, _, •-• p �' �•rR � �G X ALARM PANELS / - �!Y I ENCLOSURE TO IDE FIBER ENCLOSURE. NO SPLICES WILL 8E ALLOWED. 6, INCLUDE PULL STRING THRU J -HOOKS TO RUN ENTIRE LENGTH FOR FUTURE USE. 2 MDF FLOOR RACK 55053-503 CHATSWORTF,'' I_ I/. MOF: ASSEMBLE & MOUNT 11BER ENCLOSURE WITH (2) PANELS AND (1) 1 BLANK IN MOF DATA RACK CAT5E PATCH PANELS. 1 2 1 MDF PHONE/DATA RACK SHELVES 11294-519 CHATSWORTI-Y " CABLE �� •8 69IN11:N1\/ _ 1V8844•q, [' p.11••••1• - t• DIRECTLY ABOVE 13. IN: MOUNT WALL RACK IN IDE DIRECRY ABOVE CAT5E WALL RACK. MOUNT I 2 RACK BRACING KIT, MDF RACKS 124-07- 51 4 CHATSWDRTM G9i�,...,.L.,..:�L.l..�: w.._"..:.I,`1FI I I 1 1 -: w ' FIBER ENCLOSURE TO RECEIVE FIBER OPTIC BACKBONES FROM (2) MDF ENCLOSURE, PAN0., AND BLANKS SAME AS MDF. DRESS CABLE INTO ENCLOSURES WITH CORRECT LOOPS PER MFG'S SPEC. 40. CREATE 3 DUPLEX 5/0 TERMINATIONS IN EACH ROOM LABEL AS: "1A & 1 "2A & 2B", "3A & 3a", "4A & 48", "5A & 5B" AND "6A & 66". 41, USE TYPED LABELS ONLY (TENANT PROVIDED) ON TRAY BELOW TERMINATIONS, 1B-, 3 25 PAIR PRE- GRAYBAR PRICE QUOTE FORMULA FOR TERMINATED COST BY FOOTAGE=DXGREI25-1-XXX CATS (XXX -LENGTH). FIELD VERIFY LENGTH. (AMPHENOL STYLE) 25 PR. TELCO CABLE ASSEMBLY, M/M PLENUM. "C" ENTERPRISE J, ey. ��—I`'��dC 1� iCIO!O1_'OgGy "1J4•FlrfTlII111II11111I nim-- Y u1 ce ,-nog 2 4 N �.1111113113113' BLANK r�+�' 4B®5B®68 �' I AIr� 1C' 'C xlFi I" CABLE CABLE MANAGER A — (2) 45 PORT PATCH PANELS - CABLES TO All DEVICE 411 12 3'-0" '- - —#4-5 RACK POSITIONS- CABLE MANAGER LOCATIONS THAT HAVE NUMBERS STARTING WITH "1d", IN NUMERIC ORDER. °(0(045 AIl•" °'•'p (2) FIBER ADAPTER PANE15 CONNECTOR "A" 12. TESTER MUST MEET MINIMUM BASETINE TYPE 3 REQUIREMENTS OF EW/TIA 1 56E13.3. USE ONLY WIRESCOPE 350, FLUKE (4100 OR NEWER MODEL) THAT PROVIDE THE SAME db OR .flw CERTIFICATION SUMMARY REPORT, NO OTDR TESTERS WILL BE ALLOWED. NO LIGHT Muth( TEST RESULTS WILL BE ACCEPTED. WILL 1 'VARIES 3 -HOOKS INCLUDE TX5500 (PANDUIT) HARDWARE AS NEEDED CAT32 (CADDY) PANDUIT OR CADDY (12) S/C CONNECTORS. ALWAYS BE ON TOP. ATTACH ARMORED CABLES TO TOP OF ENCLOSURE WITH THREADED • GROUND PER LOCAL CODE. MUST KNOCKOUTS ON( COUPLING. #6-8 RACK POSITIONS- (3) 24-/ PORT PATCH PANELS. CABLES TO TO 0MARC- F1, F2, ISDN, HI ANN, •• -i 3. TEST & DOCUMENT PERFORMANCE IN .mbd OR .flw FORMATS: MULTIMODE BONE LINKS SHAD- 8E TESTED AT 850nm m & 1300nIN ACCORDANCE WITH ANSI/TIA-526-14A, METHOD B, ONE REFERENCE JUMPER. DOCUMENT LOSS GREATER THAN 3.5d8/km AT 850nm, 1.5d8/km AT 1300nm, & D.75dB MATED CONNECTOR PAIRS. PROVIDE HARD COPY OF CERL1FICATION SUMMARY BACK- AT NO FOR I 1 1 1 VARIES I CF 54/300EZ INCLUDE GRADUAL BEND CABLE TRAY. SUSPENSION DRESS CABLES W/ VELCRO. HARDWARE EZTRAY (MFG. CABLOFIL) OR FLEXTRAY ALL PHONE LOCATIONS THAI HAVE NUMBERS STARTING WITH "1p", IN NUMERIC ORDER. D7. INSTALLED BY TENANT. I II /- : N. NOTES • DIMENSIONS AT DOORS REPRESENT THE FINISHED OPENING. • ALL DOORS TO BE PREFINISHED TYPE A, REFER TO TYPICAL STALL DOOR TYPES" DETAIL THIS SHEET. • ALL. CASED OPENINGS TO BE PREFINISHED-ESPRESSO (TFGCI). m 65 "' 2 4 -2 572 N ` o N N 11 H.0 5 SIM) 3 3 5X- 5. 5'-4' IJ 7 (SI4 M 1 7N 1n N Ifll MISSES/GIRLS SCALE: 3/16"=1-0" 111 f 11 8 MISSES/GIRLS\) CT) TYPICAL INTERIOR STALL �nl OSP 0 m ri0 MISSES/GIRLS _1 TYPICAL INTERIOR STALL 0 11 N M SSSS/GIRLS SWITCHBACK CASED OPENING 0 MISSES/GIRL. WALKWAY CASED OPENING 0 1 MISSES/GIRLS LOUNGE 0 MISSES/GIRLS• TYPICAL STALL 'ENTRY Ii, 400 DRDPPE• m DROPPED CEILING 0 S/GIRLS TYPICAL WALKWAY WALL 41210 MUM atQ MISSES/IRLS TYPICAL INTERIOR STALL 0 7 MISSES/GIRLS, STALL ENTRY 0 0 oI oa MIM SSE5/GIRLS SWITCHBACK WALL 0 iia mr=1 1 MISSES/0IRLS TYPICAL INTERIOR STALL 2 4 1/2"-1 N 1 N 28" 5'-8" I 5 1/2'). in co 8'- C. 6' 15,55 JUNIORS SCALE: 3/16"=1'-0" NOTES: • DIMENSIONS AT DOORS REPRESENT THE FINISHED OPENING. • ALL DOORS TO BE PREFINISHED TYPE B, REFER TO "TYPICAL STALL DOOR TYPES" DETAIL THIS SHEET. • ALL CASED OPENINGS TO BE PREFINISHED-WHITE (TFGCI). DROPPED CEILING 1 o 3'-6" r a m o 3._8. '.,--2'-0"�, N 'F2 25" la mi 0 I n 0 PREFINISHED HANDICAP BENCH -OAK T T 1 , 0 JUNIORS TYPICAL INTERIOR STALL 0 0 JUNIORS _ TYPICAL INTERIOR STALL DROPPED CEILING 0 JUNIORS TYPICAL INTERIOR STALL 113 0 ED JUNIORS _ TYPICAL INTERIOR STALL 0 ED JUNIORS TYPICAL STALL ENTRY/LOUNGE 410 JUNIORS DRESSING ROOM PLAN AND ELEVATIONS I I SCALE: 1/4"=1'-O NOTES: • DIMENSIONS AT DOORS REPRESENT THE FINISHED OPENING. • ALL DOORS TO BE PREFINISHED TYPE A, REFER TO `TYPICAL STALL DOOR TYPES" DETAIL THIS SHEET. • ALL CASED OPENINGS TO BE PREFINISHED-OAK (TFGCI). 4"••... 36" H.C. io 10` 1n 7 nl MENS SCALE: 3/16"=1'-0" in al 0 / MENS TYPICAL INTERIOR STALL a 0 MENS\ TYPICAL INTERIOR STALL .I m DROPPED CE1UNG i 0 L RIM MENS \� TYPICAL INTERIOR STALL a mimm 0 TYPICAL INTERIOR STALL DROPPED 0 TYPICAL WALKWAY WALL ro I■off. 1 'ol o 2J 3'-6" r a m r� \\ '.,--2'-0"�, N 'F2 25" la mi 0 WOOD TRIM AT TOP 0 PREFINISHED HANDICAP BENCH -OAK T T 0 JUNIORS TYPICAL INTERIOR STALL 113 0 ED JUNIORS _ TYPICAL INTERIOR STALL 0 ED JUNIORS TYPICAL STALL ENTRY/LOUNGE 410 JUNIORS DRESSING ROOM PLAN AND ELEVATIONS I I SCALE: 1/4"=1'-O NOTES: • DIMENSIONS AT DOORS REPRESENT THE FINISHED OPENING. • ALL DOORS TO BE PREFINISHED TYPE A, REFER TO `TYPICAL STALL DOOR TYPES" DETAIL THIS SHEET. • ALL CASED OPENINGS TO BE PREFINISHED-OAK (TFGCI). 4"••... 36" H.C. io 10` 1n 7 nl MENS SCALE: 3/16"=1'-0" in al 0 / MENS TYPICAL INTERIOR STALL a 0 MENS\ TYPICAL INTERIOR STALL .I m DROPPED CE1UNG i 0 L RIM MENS \� TYPICAL INTERIOR STALL a mimm 0 TYPICAL INTERIOR STALL DROPPED 0 TYPICAL WALKWAY WALL ro I■off. o I jiji 0 MEN 0 TYPICAL STALL ENTRY DROPPED CEILING 0 MENS DRESSING ROO (.0)1 R EVIEWED FOR RY CODE COMPLIANCE cEe. ? 7f1V7 NOTES: • DIMENSIONS AT DOORS REPRESENT THE FINISHED OPENING. • ALL DOORS TO BE PREFINISHED TYPE A, REFER TO "TYPICAL STALL DOOR TYPES" DETAIL THIS SHEET. • ALL CASED OPENINGS TO BE PREFINISHED-OAK (TFGCI). 2 BOYS 5 SIM) 5 0 SCALE: 3/16"=1'-O" 52" 0 / TYPICAL INTERIOR STALL 0 0 BOYS' ... 1 TYPICAL INTERIOR STALL DROPPED CE W NG � 1 'ol o 2J -e m 0 / TYPICAL INTERIOR STALL 0 0 BOYS' ... 1 TYPICAL INTERIOR STALL DROPPED CE W NG � � 'ol o 2J — � m m r� \\ 0 'F2 25" la mi Eon= 0 BOYS_.- TYPICAL INTERIOR STALL 0 0 0 a BOYS /!IIL TYPICAL INTERIOR STALL 0 it BOYS TYPICAL STALL ENTRY 411010 Q DROPPED fa Of Tukwila ING DIVISION BOYS TYPICAL WALKWAY WALL MENS DR ROOM PLAN / ELE SCALE: 1 /4"=1.0" v27 BOYS DRESSING ROOM PLAN AND ELEVATIONS I SCALE: 1/4"=1'0" • DIMENSIONS AT DOORS REPRESENT THE FINISHED OPENING. • ALL DOORS TO BE PREFINISHED TYPE A, REFER TO "TYPICAL STALL DOOR TYPES" DETAIL THIS SHEET. • ALL CASED OPENINGS TO BE PREFINISHED-WHITE (TFGCI). INTIMATE SCALE: 3/16"=1'-o" 3'-0 n n ozo 0 0 ODA CIO 1711 DROPPED CEILING 0 INTIMATE TYPICAL INTERIOR STALL nimm �lI 0 INTIMATE TYPICAL INTERIOR STALL 0 INTIMATE TYPICAL INTERIOR STALL x TOP OF \ 3/8" X 1 1/2"'� 3/4" X 2 3/8" hiI r� \ �� 0 it BOYS TYPICAL STALL ENTRY 411010 Q DROPPED fa Of Tukwila ING DIVISION BOYS TYPICAL WALKWAY WALL MENS DR ROOM PLAN / ELE SCALE: 1 /4"=1.0" v27 BOYS DRESSING ROOM PLAN AND ELEVATIONS I SCALE: 1/4"=1'0" • DIMENSIONS AT DOORS REPRESENT THE FINISHED OPENING. • ALL DOORS TO BE PREFINISHED TYPE A, REFER TO "TYPICAL STALL DOOR TYPES" DETAIL THIS SHEET. • ALL CASED OPENINGS TO BE PREFINISHED-WHITE (TFGCI). INTIMATE SCALE: 3/16"=1'-o" 3'-0 n n ozo 0 0 ODA CIO 1711 DROPPED CEILING 0 INTIMATE TYPICAL INTERIOR STALL nimm �lI 0 INTIMATE TYPICAL INTERIOR STALL 0 INTIMATE TYPICAL INTERIOR STALL 0 ffI INTIMATE TYPICAL INTERIOR STALL 0 asailffinmi ffI INTIMATE TYPICAL STALL ENTRY 41100 417/0 DROPPED QI OINTIMATE TYPICAL WALKWAY WALL eir DROPPED 0 Q7 INTIMATE ENTRY WALKWAY WALL 4121110 DROPPED CEILING OINTIMATE ENTRY MISSES/GIRLS DRESSING ROOM PLAN AND ELEVATIONS 1 2X4 LUMBER METAL FRAMING 5/8" DRYWALL 5/8" PLYWOOD 5/8' DRYWALL 3"x3/4" WOOD TRIM SCALE: 1/4"=1' - 34 INTIMATE DRESSING ROOM PLAN AND ELEVATIONS I I SCALE: 1/4"=1'-0" INSIDE OF STN I DOOR DOOR HARDWARE 1" x 1/2' WOOD DOOR STOP NOTE' 5/8" DRYWALL FILLER FROM TOP OF PYWOOD TO TOP OF WNL 5/8" DRYWALL 5/8" FIRE -TREATED PLYWOOD BACKER TO 8'-0" A.F.F INTERIOR SIDE OF DRESSING ROOM • PURPOSE OF DETAIL IS TO DEPICT THE PROPER INSTALLATION OF PLYWOOD BACKER WALLS AND ONLY APPLIES TO 5 1/2" AND EXTERIOR WALLS IN DRESSING ROOMS. FLOOR TYP. STALL DOOR JAMB I I SCALE: 3/4"=1'0" R I SCALE: N.T.S. 35 HOOK NIRRO SEE ARCHITECTURAL DRAWINGS FOR ADA MOUNTING HEIGHTS. HANGBAR f NOTE: 0 • INSTALL CORRECT FINISHED DOOR TO EACH LOCATION. TYPE A: MISSES/GIRLS: ESPRESSO FINISH INTIMATE: WHITE FINISH MENS AND BOYS: OAK FINISH TYPE B: JUNIORS: WHITE FINISH SCALE: 3"=1'-0" S 5/8" FIRE -TREATED PLYWOOD 5/DRYWALL 3/4"4' X 2 3/8" 5 1/2" W000 TRIM AT 3/4" FIRE -TREATED PLYWOOD 5/8" DRYWALL 2x4 LUMBER 3/4" FIRE -TREATED PLYWOOD x TOP OF \ 3/8" X 1 1/2"'� 3/4" X 2 3/8" 0 r� \ �� 0 'F2 25" la PREFINISHED HANDICAP BENCH -EXPRESSO / WOOD TRIM AT TOP 0 PREFINISHED HANDICAP BENCH -OAK T • 0 ffI INTIMATE TYPICAL INTERIOR STALL 0 asailffinmi ffI INTIMATE TYPICAL STALL ENTRY 41100 417/0 DROPPED QI OINTIMATE TYPICAL WALKWAY WALL eir DROPPED 0 Q7 INTIMATE ENTRY WALKWAY WALL 4121110 DROPPED CEILING OINTIMATE ENTRY MISSES/GIRLS DRESSING ROOM PLAN AND ELEVATIONS 1 2X4 LUMBER METAL FRAMING 5/8" DRYWALL 5/8" PLYWOOD 5/8' DRYWALL 3"x3/4" WOOD TRIM SCALE: 1/4"=1' - 34 INTIMATE DRESSING ROOM PLAN AND ELEVATIONS I I SCALE: 1/4"=1'-0" INSIDE OF STN I DOOR DOOR HARDWARE 1" x 1/2' WOOD DOOR STOP NOTE' 5/8" DRYWALL FILLER FROM TOP OF PYWOOD TO TOP OF WNL 5/8" DRYWALL 5/8" FIRE -TREATED PLYWOOD BACKER TO 8'-0" A.F.F INTERIOR SIDE OF DRESSING ROOM • PURPOSE OF DETAIL IS TO DEPICT THE PROPER INSTALLATION OF PLYWOOD BACKER WALLS AND ONLY APPLIES TO 5 1/2" AND EXTERIOR WALLS IN DRESSING ROOMS. FLOOR TYP. STALL DOOR JAMB I I SCALE: 3/4"=1'0" R I SCALE: N.T.S. 35 HOOK NIRRO SEE ARCHITECTURAL DRAWINGS FOR ADA MOUNTING HEIGHTS. HANGBAR f NOTE: 0 • INSTALL CORRECT FINISHED DOOR TO EACH LOCATION. TYPE A: MISSES/GIRLS: ESPRESSO FINISH INTIMATE: WHITE FINISH MENS AND BOYS: OAK FINISH TYPE B: JUNIORS: WHITE FINISH SCALE: 3"=1'-0" S 5/8" FIRE -TREATED PLYWOOD 5/DRYWALL 3/4"4' X 2 3/8" 5 1/2" W000 TRIM AT 3/4" FIRE -TREATED PLYWOOD 5/8" DRYWALL 2x4 LUMBER 3/4" FIRE -TREATED PLYWOOD SCALE: 3"=1'-0" 5/8" DRYWALL FILLER FROM TOP OF PYWOOD TO TOP OF WALL 5/8" DRYWALL 3/4" X 3/4" WOOD TRIM AY 7'-11 1/4' A.F.F. 3/4" X 2 3/8" WOOD TRW AT TOP DF PARTITION. 5/8" FIRE -TREATED PLYWOOD BACKER TO 8'-0" A.F.F. SALES FLOOR 5/8" DRYWALL FILLER FROM TOP OF PlWOOD TO TOP OF WALL 5/8" FIRE -TREATED PLYWOOD 5/8' DRYWALL 3 X 3/4" WOOD TRIM ttt SCALE: 3'=1'-0" • DROPPED LEIUNG DRESSING ROOM STALL 5/8" DRYWALL 3" X 3/4" WOOD TRIM METAL FRAMING 2x4 LUMBER DOOR CASING IJJClcar ec-PNLED (3 Pr- Uj Cd DRESS) G ROO LOUNG TYP. ACCESSORY WALL 1 I SCALE: 1/4" = 1'-0" 42 TYP. STALL DOOR TYPES 1 SCALE: 3/e"=1'-0" 36 GENERAL DRESSING ROOM 1 SCALE: 3/4-= '-c ECTION 18 JUNIORS DRESSING ROOM SECTION I SCALE: 3/4"-1'-0 KOHL'S - TUKWILA, WA 11152 17200 SOUTHCENTE:R PARKWAY TUKWLA, WA 98188 DEVELOPED By. KOHL'S DEPARTMENT STORES, INO. N56 WI7000 RIDGEWOOD DRIVE MENOMONEE FALLS, WISCONSIN 53051 TEL. (2621 703-7000 FAX- 12821 703-7105 ACCESSORIES LEGEND‘' --- x TOP OF \ 3/8" X 1 1/2"'� 3/4" X 2 3/8" PARTITION. r� \ �� 0 DOOR BUMPER 3" x 3/4' WOOD TRIM WOOD TRIM PREFINISHED HANDICAP BENCH -EXPRESSO / WOOD TRIM AT TOP 0 PREFINISHED HANDICAP BENCH -OAK 3 -WAY MIRROR FIXTLIRE • , 0 24- x 66" PREFINISHED MIRROR -OAK �` 24" X 66" PREFINISHED MIRROR -EXPRESSO .0 _3/8" OF PARTITION. PREFINISHED WOOD TRIM -EXPRESSO DROPPED CEILING 5/8" DRYWALL FILLER FROM TOP OF PYW000 TO TOP OF WALL 5/8" DRYWALLMETAL 3/4" W000 TRIM AT 7'-11i" A.F.F. 3/4" X 2 3/8" WOOD TRIM AT TOP OF PARTITION. 5/8" FIRE -TREATED PLYWOOD BACKER TO 8'-0" A.F.F. \LES FLOOR 0 PREF-Nisi-1ED WOOD TRIM -OAK l .•,` '\ ' =5/8" DRYWALL ■ �� 254 LUMBER 0 PREFINISHED WOOD TRIM -WHITE g X 1 1/2" WOOD TRIM 0 BASE BOARD PREFINISHED - WHITE 0 3" x 3/4" WOOD TRIM SCALE: 3"=1'-0" 0 3/4" DOOR FRAMING 11 CASING SCALE: 3"=1'-O" DROPPED CEILING 0 PARTITION CAP PREFINISHED WOOD - OAK 5/8" DRYWALL 5/8" FIRE -TREATED PLYWOOD BACKER TO 7'-11r A.F.F. PARTITION CAP PREFINISHED WOOD - WHITE 0 BASE BOARD PREFINISHED - EXPRESSO — BASE BOARD PREFINISHED - OAK DRESSING ROOM STALL DRESSING ROOM WALKWAY I _ _ 1 DRESSING ROOM STALL l SALES FLOOR SCALE: 3"=1'-0" 5/8" DRYWALL FILLER FROM TOP OF PYWOOD TO TOP OF WALL 5/8" DRYWALL 3/4" X 3/4" WOOD TRIM AY 7'-11 1/4' A.F.F. 3/4" X 2 3/8" WOOD TRW AT TOP DF PARTITION. 5/8" FIRE -TREATED PLYWOOD BACKER TO 8'-0" A.F.F. SALES FLOOR 5/8" DRYWALL FILLER FROM TOP OF PlWOOD TO TOP OF WALL 5/8" FIRE -TREATED PLYWOOD 5/8' DRYWALL 3 X 3/4" WOOD TRIM ttt SCALE: 3'=1'-0" • DROPPED LEIUNG DRESSING ROOM STALL 5/8" DRYWALL 3" X 3/4" WOOD TRIM METAL FRAMING 2x4 LUMBER DOOR CASING IJJClcar ec-PNLED (3 Pr- Uj Cd DRESS) G ROO LOUNG TYP. ACCESSORY WALL 1 I SCALE: 1/4" = 1'-0" 42 TYP. STALL DOOR TYPES 1 SCALE: 3/e"=1'-0" 36 GENERAL DRESSING ROOM 1 SCALE: 3/4-= '-c ECTION 18 JUNIORS DRESSING ROOM SECTION I SCALE: 3/4"-1'-0 KOHL'S - TUKWILA, WA 11152 17200 SOUTHCENTE:R PARKWAY TUKWLA, WA 98188 DEVELOPED By. KOHL'S DEPARTMENT STORES, INO. N56 WI7000 RIDGEWOOD DRIVE MENOMONEE FALLS, WISCONSIN 53051 TEL. (2621 703-7000 FAX- 12821 703-7105 ACCESSORIES LEGEND‘' --- 0 GARMENT HOOK 0 PIN CUSHION 0 DOOR BUMPER 0 PREFINISHED HANDICAP BENCH -EXPRESSO 0 PREFINISHED HANDICAP BENCH -WHITE 0 PREFINISHED HANDICAP BENCH -OAK 3 -WAY MIRROR FIXTLIRE g 3 -WAY MIRROR FIXTURE 0 24- x 66" PREFINISHED MIRROR -OAK e 24" X 66" PREFINISHED MIRROR -EXPRESSO .0 24." X 66" PREFINISHED MIRROR -wHrrE 0 PREFINISHED WOOD TRIM -EXPRESSO .0 PREFiNisHED WOOD TRIM -WHITE 0 PREF-Nisi-1ED WOOD TRIM -OAK 0 PREFINISHED WOOD TRIM -EXPRESSO 0 PREFINISHED WOOD TRIM -WHITE g PREFINISHED WOOD TRIM -OAK 0 BASE BOARD PREFINISHED - WHITE 0 CASE MOULDING - 3" X 3/4" PREFINISHED WOOD - EXPRESSO 0 PARTITION CAP PREFINISHED WOOD - E:XPRESSO 0 PARTITION CAP PREFINISHED WOOD - OAK Cp PARTITION CAP PREFINISHED WOOD - WHITE 0 BASE BOARD PREFINISHED - EXPRESSO 0 BASE BOARD PREFINISHED - OAK DRESSING ROOM NOTES . REFER TO SHEET "EL4" FOR FINISH SPECIFICATIONS. 2. ALI DRESSING ROOM FREEsTANDING FURNITURE TO BE (TFECI). pR,ESSING ROOM HARDWARE AND ACCESSORIES TO BE Lt. ALL DRESSING ROOM WALLCOVERING TO BE INSTALLED BY I PAINT CONTRACTOR. ALL SURFACE MOUNT DRESSING ROOM MIRRORS TO BE SECURLY SCREWED INTO WALLS HAVING PLYWOOD BACKER. ALL DRESSING ROOM DOORS, JAMBS, AND DOOR 1-Llyt".9WARE WIL 55 PREHUNG, PREFINISHED, AND PRE -ASSEMBLED (.(TFFCI); PAINT CONTRACTOR TO PAINT ALL DRESSING ROOM WALLS "A" WHITE FROM Er -0" A.F.F. TO CEILING. REFER TO SHEET "ADA" FOR ALL HANDICAP STALL REQUIREMENT; WALLS WITHOUT BACKER TO RECEIVE 6" STRIPS OF 5/6" FIRE -TREATED PLYWOOD AT FLOOR BEHIND BASE BOARD I (FLUSH WITH DRYWALL). 10. (GCFCCI) FIRE TREATED WOOD BLOCKING AS REQUIRED FOR ALL DRESSING ROOM ACCESSORIES. iNalcATES DRESSING ROOM WALLS 5' -6" AFF. INFOR?.4ATION ON THIS DRAWING TAKES PRECEDENCE OVER TME SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFLICTING INFORMATION. NO. DATE BY DESCRIPTION 7\ 12-22-06 Sel A RECEIVED JAN 0 9 2001 PERtvoi DETAILS AND SECTIONS SCALE: AS NOTED SHEET: LIJ PROJECT #: 3079-11 1 52 ORWN BY: NH CHKD BY; JT BLDG. SUBMITTAL 10/12/06 Ds', co o MISSES CLASSIC -(D CORNER -CD JJ �A-CD _CD GG —CT) -Qt.)-Qt.)GG K -' Z"J — DooF '-�A CO I 1 1 • 11 I I I 1 1 1 1 1 1 1 I I I I I 1 I 1 1 1 I I • I I I I 1 1 I I 1• 1 1 1 1 I 1 I I I 1 1 1 1 I I I II I I I I 1 1 I I 1 I I I I i 1 1 1 1 I I I I I• I 1 I 1 I 1 1 1 1 I I I 1 1 1 I 1 1 1 1 1 1 1 1 1 1 I 1 1 J I I I I I I 1 t I I I I I 1 F' -I 1 1 I I I I 1 1 1 1 1 1• 1 1 1 1 1 1 1 I I I I I 1 I 1 t I � I I I I 1 1 1 1 1 I• 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ; -11--- \ \ 1�1 1-- I— I r' i 1 1 I I MISSES CLASSIC VINYL BASE VINYL BASE MISSES / WDMENS _co KK INFANTS/TODDLERS/TOYS Q -PREFIN19HED 4' TRIM (TFFCI) WALL. DOOR, & FRAME OVINYL BASE -PREFlNISHED 4" TRIM (TFFCI) C Y) CORNER FILLER (IFFC1) 0 1 OVINYL BASE VINYL BASE W- ALL & FRAME r- VINYL BASE CORNER FILLER MFG) EE CORNER A & FRAMEDR. _CD GG —CT) -Qt.)-Qt.)GG -(::) '-�A CO • 11 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1• I I 1 I I I I 1 I I 1 1 1 1 I I 1 1 i— 1 1 1 1 1 1 I 1 I 1 I 1 1 1 1 I 1 1 1 I I i 1 I I 1 1 I 1 I 1 I I 1 • 1 •1 1 1 1 1 1I 1 1I 1 1 I. I 1 1 I 1 1. I 1 1 1 L 1 eume rn RecA I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 I 1• 1 1 1 I 1 I 1 I —L.— 1 1 1 I 1 1 1 1 1 1 I 1 I i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 I 1 I • I 1 I I I I I `� 1 1 1 1 1 1 I I 1 1 I I 1 1 1 1 1 1 1 1 1 1 I 1 1 1 I 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I • II • I I • I 111 I • 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 l 1 I -1—I 1 7'1 t- 71-1 1 VINYL BASE MISSES / WDMENS _co KK INFANTS/TODDLERS/TOYS Q -PREFIN19HED 4' TRIM (TFFCI) WALL. DOOR, & FRAME OVINYL BASE -PREFlNISHED 4" TRIM (TFFCI) C Y) CORNER FILLER (IFFC1) 0 1 OVINYL BASE VINYL BASE W- ALL & FRAME r- VINYL BASE CORNER FILLER MFG) EE 1� VINYL BASE MISSES CLASSIC VINYL BASE 0 MATERNITY INFANTS/TODDLERS/TOYS - CORNER FILLER (TFFCI) 13 VINYL BASE - C - KK PREFIMSHED 4' TRIM (IFFCI) - CJ 0 VINYL BASE {AD OVINYL BASE SERVICE DESK • 1 OTOYS/CARDS & WRAPS/SEASONAL/DEC.HOME 1O VINYL BASE VINYL BASE 1 VINYL BASE -C7%-) ) 1Fro(TED BAS O VINYL BASE (FACT) pb6 LAMINATED BASE (TFFCI) OVINYL BA -SE KOHL'S - TUKWILA, WA 17200 SOUTHCENTER PARKWAY TUKWILA, WA 98188 DEVELOPED BY' KOHL'S DEPARTMENT STORES, INC. N56 W17000 RIDG WOOD DRIVE MENOMONEE FALLS, WISCONSN 53051 TEL. (2132) 703-7000 FAX (262) 703-7(05 11152 REVIEWED FOR CODE COMPLIANCE nriumntirD FEB - 2 2001 �lt�jr Of ��ii�► BUILDING DIVISION L LAMINATED BASE VINYL BASE / INATED BASE (TFFCI) O ((FFG) CA MOM • FFCLAMINATED BASE O VINYL BASE- a TED BASE O VINYL BASE QDEC.HOME/RUGS/SLIP COVERS/BEDDING/DEC.PILLOWS/BATHSHOP/SOFT TT • • -LAMINATED BASE O VINYL BASE 0 SiNYL BASE (TFFCI) VINYL BASE T LAMINATED BASE O VINYL BASE (TFFCI) -(7) CORNER FILLER CSG) 1O VINYL BASECI) NATFD BASE 0 SOFT TT/HOUSEWARES OVINYL BASE LAMINATED BASE O VINYL BASE LAMINATED BASE (TFFCI) LAMINATED BASE (IFFCI) OVINYL 945E `LAMINATED BASE (TFFCI) • • • ■ 711 OVINYL BASE LAMINATED BASE (TFFCI) OVINYL BASE LAMINATED BASE (TFFCI) VINYL BASE LAMINATED BASE (TFFCI) �s+ OVINYL BASE (II 1 LLAMINATED BASE %1N �E (TFFCI) �J LAMINATED BASE (TFFCI) CORNER A & FRAMEDR. _CD GG -Qt.)-Qt.)GG -(::) '-�A CO • I I 111 1 I I 1 1 1 1 1 1• 1 I 1 1 1 I I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i— 1 1 1 1 1 1 1 1 1 1 1 11 Ir • 1 • 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 I 1 1 1 1 1 1 1 1 1 I 1 I 1 I I 1 • 1 •1 1 1 1 1 1I 1 1I 1 1 I. I 1 1 I 1 1. I 1 1 1 L 1 eume rn RecA I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 I 1• 1 1 1 I 1 I 1 I —L.— 1 1 1 I 1 1 1 1 1 1 I 1 I i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 I --I—I I 1 1 I 1 1 I 1 1 1 I • I 1 1� VINYL BASE MISSES CLASSIC VINYL BASE 0 MATERNITY INFANTS/TODDLERS/TOYS - CORNER FILLER (TFFCI) 13 VINYL BASE - C - KK PREFIMSHED 4' TRIM (IFFCI) - CJ 0 VINYL BASE {AD OVINYL BASE SERVICE DESK • 1 OTOYS/CARDS & WRAPS/SEASONAL/DEC.HOME 1O VINYL BASE VINYL BASE 1 VINYL BASE -C7%-) ) 1Fro(TED BAS O VINYL BASE (FACT) pb6 LAMINATED BASE (TFFCI) OVINYL BA -SE KOHL'S - TUKWILA, WA 17200 SOUTHCENTER PARKWAY TUKWILA, WA 98188 DEVELOPED BY' KOHL'S DEPARTMENT STORES, INC. N56 W17000 RIDG WOOD DRIVE MENOMONEE FALLS, WISCONSN 53051 TEL. (2132) 703-7000 FAX (262) 703-7(05 11152 REVIEWED FOR CODE COMPLIANCE nriumntirD FEB - 2 2001 �lt�jr Of ��ii�► BUILDING DIVISION L LAMINATED BASE VINYL BASE / INATED BASE (TFFCI) O ((FFG) CA MOM • FFCLAMINATED BASE O VINYL BASE- a TED BASE O VINYL BASE QDEC.HOME/RUGS/SLIP COVERS/BEDDING/DEC.PILLOWS/BATHSHOP/SOFT TT • • -LAMINATED BASE O VINYL BASE 0 SiNYL BASE (TFFCI) VINYL BASE T LAMINATED BASE O VINYL BASE (TFFCI) -(7) CORNER FILLER CSG) 1O VINYL BASECI) NATFD BASE 0 SOFT TT/HOUSEWARES OVINYL BASE LAMINATED BASE O VINYL BASE LAMINATED BASE (TFFCI) LAMINATED BASE (IFFCI) OVINYL 945E `LAMINATED BASE (TFFCI) • • • ■ 711 OVINYL BASE LAMINATED BASE (TFFCI) OVINYL BASE LAMINATED BASE (TFFCI) VINYL BASE LAMINATED BASE (TFFCI) �s+ OVINYL BASE (II 1 LLAMINATED BASE %1N �E (TFFCI) �J LAMINATED BASE (TFFCI) VINYL BASE — VINYL BASE HOUSEWARES (TFFCI) VINYL BASE VINYL BASE (TFFCI) VINYL BASE (TFFCI) VINYL BASE RNER LER ACI) VINYL BASE GENERAL NOTES 1. D0 NOT USE ELEVATIONS FOR CONSTRUCTION OF WALLS. 2. SEE SHEET "PP1" FOR ELEVATION MARKERS AND ADDmONAL NOTES. 3. SEE SHEET "EL4" FOR ADDITIONAL NOTES AND LEGENDS. 4. REFER TO 'CORNICE (SALES FLOOR)" DETAIL ON 'DS1" FOR PAINT FINISH. fs, INFORMATION ON THIS DRAWING TAKES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFLICTING INFORMATION. NO. DATE BY DESCRIPTION A A A A hKINILP 12-22-06 Bid Set tiECEIVEP A JAN 6 2007 A A WAIT A 0 INTERIOR ELEVATIONS SCALE: 0 0 N N N r 1/4"=1'-0" SHEET: EL1 W W CO PROJECT #: 3079-11152 DRWN BY: JF CHKD BY: JT BLDG. SUBMITTAL- 10/12/06 CORNER A & FRAMEDR. _CD GG -Qt.)-Qt.)GG '-�A CO • I I 1 I I 1 1 1 1 1 1• I I I 1 1 1 1 • 1 1 1 1 1 1 I 1 1 1 1I 1 1 1 1 1 • i 1 1 I 1 1 1 • 1 1 1•1 • 1 • 1 1 1 1•1 I 1 I I • I 1 1 1' I I I I 1 1 1 1 I I / /• � C MIME �� I I 1 1 euATFn RACE /\ lu L 1 eulueTFn neCF r -ti L 1 eume rn RecA VINYL BASE — VINYL BASE HOUSEWARES (TFFCI) VINYL BASE VINYL BASE (TFFCI) VINYL BASE (TFFCI) VINYL BASE RNER LER ACI) VINYL BASE GENERAL NOTES 1. D0 NOT USE ELEVATIONS FOR CONSTRUCTION OF WALLS. 2. SEE SHEET "PP1" FOR ELEVATION MARKERS AND ADDmONAL NOTES. 3. SEE SHEET "EL4" FOR ADDITIONAL NOTES AND LEGENDS. 4. REFER TO 'CORNICE (SALES FLOOR)" DETAIL ON 'DS1" FOR PAINT FINISH. fs, INFORMATION ON THIS DRAWING TAKES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFLICTING INFORMATION. NO. DATE BY DESCRIPTION A A A A hKINILP 12-22-06 Bid Set tiECEIVEP A JAN 6 2007 A A WAIT A 0 INTERIOR ELEVATIONS SCALE: 0 0 N N N r 1/4"=1'-0" SHEET: EL1 W W CO PROJECT #: 3079-11152 DRWN BY: JF CHKD BY: JT BLDG. SUBMITTAL- 10/12/06 CORNER FILLER OTTO V VINYL RASE HOUSEWARES MENS ACTIVE CORNER FILLER cTFFCI) VINYL BASE LUGGAGE LAMINATED EASE CTFFCI) CORNER FILLER (RTC!) CD �(`� CD -{�� 7 �/ —CDC) �� 1 �� — / y^) �J (�' 7 CD • I 1 • I1 1 I _,- - I 1 1 • 1 I I•• I I 1 1 1 11 I 1 1 1 1 1 I 1 1 1 11 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 11 1 1 1 1 1 I I 1 1 1 I I , 1 I 1 1 I I 1 ---i--1 1 1 11 1 I 1 I 1 I 1 1 1 1 1 1 1 1 I 1 1 1 1 1 I I 1 1--1---/ i 1-1--1 7-4---1 r i VINYL BASE (I ) E& BASE LUGGAGE/MENS ACTIVE (TFFCI) I I I I I I I I I I I I I I r- —7 I I I I I I I I I 1 I I • 6 YOUNG MENS YOUNG MENS -A ) { 5 2 ) YOUNG MENS OVNYL BSE 2O VINYL BASE Do PREFINISHED 4' TRIM (TFFCI) O V VINYL BASE 0 34 GIRLS VINYL BASE MENS ACTIVE RElII ED FOR CODE COMPLIAACE WM 41115) CAY WILDING ODISOM JUNIORS VINYL BASE PREF-NISI-ED 4" TRIM (TFFO) 3 BOYS VINYL BASE 1�am BASE BOYS Dnp -3 KOHL'S — TUKWILA, WA 17200 SOUTHCENTER PARKWAY TUKWILA. WA 98188 DEVELOPED BY. KOHL'S DEPARTMENT STORES, INC. N56 W17000 RDGEWOOD DRIVE MENOMONEE FALLS. WISCONSIN 53051 TA. (282) 703-7000 FA%.(262) 705-7105 11152 GENERAL NOTES 1. DO NOT USE ELEVATIONS FOR CONSTRUCTION OF WALLS. 2. SEE SHEET "PP1" FOR ELEVATION MARKERS AND ADDITIONAL NOTES. 3. SEE SHEET "EL4" FOR ADDTIIONAL NOTES AND LEGENDS. 4. REFER TO "CORNICE (SALES FLOOR)" DETAIL ON "DSI" FOR PAINT FINISH. INFORMATION ON THIS DRAWING TAKES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFLICTING INFORMATION. »»»»>I5 DATE BY DESCRIPTION 12-22-06 Bid Set Yr+Arser�e Pilfl— -o F es JAN 0 9 211117 PERIVItiChiCLII1 co 0 N N N r INTERIOR ELEVATIONS SCALE: 1/4"=1-0" SHEET: 1- W PROJECT #: 3079-11152 DRWN BY: JF CHKD BY: JT BLDG. SUBMITTAL: 10/1 2/06 EL2 to m DD -PREF-WISHED 4' TRIM (TFFCI) Z „ J -PREFINISHED 4" TRIM (TFFCI) N 0 GIRLS MISSES UPDATED VINYL BASE O VINYL BASE PREFINISHED 1 I/2' TRIMS CSD) O VINYL BASE PREFINISHED 4' TRIM (TFFCI) 39 GIRLS VINYL BASE 40 MISSES UPDATED MISSES UPDATED VINYL BASE 44 MISSES UPDATED/LADIES OUTERWEAR/SWIM/PETITES 4 INTIMATE VINYL BASE ACCESSORIES C 5 FRAC. BATH VINYL BASE 56 ACCESSORIES C)- JEWELRY ACCESSORIES VINYL BASE MM VINYL BASE -PREFIMSHED 1 1/2" TRIMS MFG]) r 1 VINYL BASE INTIMATE 5g ACCESSORIES 1� VINYL BASE 0 ACCESSORIES MENS C % VINYL BASE VINYL BASE 6Q ACCESSORIES ACCESSORIES 0 VINYL BASE 62 ACCESSORIES VRI11. BASE MISSES UPDATED PREFINISHED 1 1/2" TRIMS (1TFCI) KOHL'S - TUKWILA, WA 17200 SOUTHCENTER PARKWAY TUKWILA, WA 98188 DEVELOPED BY. KOHL'S DEPARTMENT STORES, INC. N56 W17000 RIDGEWOOD DRIVE MENOMONEE FALLS, WISCONSIN 53051 TEL. 1282) 703-7000 FAX, 1202) 703-7105 11152 VINYL BASE INTIMATE REVIEWED �A E CODE C Anonn cn FEB - 2 2001 City 0f D BUILDING IVISION BB - HH - BB -C BB BB -CA, MM ) - 88 BB -C) 88 BB 1 1 I 1 1 I 1 1 I 1 1 I 1 I 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 I 1 1 1 1 1 I 1 I I 1 I 1 1 1 I 1 1 I 1 1 1 I I I 1 1 1 1 I 1 1 I 1 1 1 1 1 1 1 1 1 1 I 1 I 1 1 I 1 1 I 1 1 I 1 I 1 I I I 1 I 1 1 I I 1 I I 1 I 1 1 1 1 1 1 1 I I 1 1 1 1 I 1 I 1 1 I I I I 1 1 1 I 1 1 1 I I 1 1 I 1 1 1 1 I I 1 1 I I I I 1 1 1 1 1 I 1 1 I 1 I I 1 I I 1 1 1 I 1 I 1 I I I I I I I I I I 1 I I is - -- i 1 1 1 I 1 I I 1 11 I 1 I I • 1 I._ 1 ----i 1 1 1 1I 1 1 1 I 1 1 I 1 1 1 1 • I 1 1 I,, 1 I 1 I --r-1-1 1 1 I 1 1 I 1 I I I • 1 1 I I I __.] 1 1 1 1 I I 1 I I 1 I I I 1 1 I 1 1 1 1 I I 1 1 • I 1 1 1 ,� I 1 I 1 �I • 1 I 1 1 1 I 1 1. I 1 1 I 1 1 1 I 1 r i i` 1 i r I ter- 1 F-11 I N. VINYL BASE 44 MISSES UPDATED/LADIES OUTERWEAR/SWIM/PETITES 4 INTIMATE VINYL BASE ACCESSORIES C 5 FRAC. BATH VINYL BASE 56 ACCESSORIES C)- JEWELRY ACCESSORIES VINYL BASE MM VINYL BASE -PREFIMSHED 1 1/2" TRIMS MFG]) r 1 VINYL BASE INTIMATE 5g ACCESSORIES 1� VINYL BASE 0 ACCESSORIES MENS C % VINYL BASE VINYL BASE 6Q ACCESSORIES ACCESSORIES 0 VINYL BASE 62 ACCESSORIES VRI11. BASE MISSES UPDATED PREFINISHED 1 1/2" TRIMS (1TFCI) KOHL'S - TUKWILA, WA 17200 SOUTHCENTER PARKWAY TUKWILA, WA 98188 DEVELOPED BY. KOHL'S DEPARTMENT STORES, INC. N56 W17000 RIDGEWOOD DRIVE MENOMONEE FALLS, WISCONSIN 53051 TEL. 1282) 703-7000 FAX, 1202) 703-7105 11152 VINYL BASE INTIMATE REVIEWED �A E CODE C Anonn cn FEB - 2 2001 City 0f D BUILDING IVISION INTIMATE VINYL BASE PCO ‘g'45 63 ACCESSORIES CD 6q COSMETICS �J -CIO -PREFINISHED 1 1/2" TRIMS (I rrld) MM ZJ -P56415 FIED 1 1/2" TRIMS (TFFCI) MM "J -CA, MM ) - -PREFINISHED 1 1/2" TRIMS OFFCI) mi.� 1 1 I 1 1 I 1 1 I 1 1 I 1 I 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 I 1 1 1 1 1 I 1 I I 1 I 1 1 1 I 1 1 I 1 1 1 I I I 1 1 1 1 I 1 1 I 1 1 1 1 1 1 1 1 1 1 I 1 I 1 1 I 1 1 I 1 1 I 1 I 1 I I I 1 I 1 1 I I 1 I I 1 I 1 1 1 1 1 1 1 I I 1 1 1 1 I 1 I 1 1 I I I I 1 1 1 I 1 1 1 I I 1 1 I 1 1 1 1 I I 1 1 I I I I 1 1 1 1 1 I 1 1 I 1 I I 1 I I 1 1 1 I 1 I 1 I I I I I I I I I I 1 I I is - -- i 1 i I 1 1 1 I 1 I N. EMM MEN COORDINATE TRIMS W/ WALL CABINET SII 1 • I• I 1 1 I I 1 1 1 I 1 1 ---r-1 • 1 I 1 1 I 1 1 1 1 1 1 1 1 I 1 I I 1 I • 1 f 1 1 1 • I 1 1 1 I I I 1 1 1 I -1'7 r i 7--r--1 7-1" INTIMATE VINYL BASE PCO ‘g'45 63 ACCESSORIES CD 6q COSMETICS 70 MENS 3 VINYL BASE 00 GENERAL NOTES 1. D0 NOT USE ELEVATIONS FOR CONSTRUCTION OF WALLS. 2. SEE SHEET "PPA" FOR ELEVATION MARKERS AND ADDITIONAL NOTES. 3. SEE SHEET "EL4" FOR ADDITIONAL NOTES AND LEGENDS. 4. REFER TO 'CORNICE (SALES FLOOR)" DETAIL ON "D51' FOR PAINT FINISH. s11 '�1:? INFORMATION ON THIS DRAWING TAKES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFUCTING INFORMATION. N0. DATE BY DESCRIPTION A12-22-06 Bid Sed A FVED A rwTtli not P A JAN 0 9 2007 A A A 0 A A ^0.!•r1P INTERIOR ELEVATIONS SCALE: 1 /4"=1'-0" PROJECT #: 3079-11152 DRWN BY: JF CHKD BY: Jr BLDG. SUBMITTAL: 10/12/06 0 N N r SHEET: W EL3 Q © 0 mi.� 1 1 I 1 1 I 1 1 I 1 1 I 1 I 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 I 1 1 1 1 1 I 1 I I 1 I 1 1 1 I 1 1 I 1 1 1 I I I 1 1 1 1 I 1 1 I 1 1 1 1 1 1 1 1 1 1 I 1 I 1 1 I 1 1 I 1 1 I 1 I 1 I I I 1 I 1 1 I I 1 I I 1 I 1 1 1 1 1 1 1 I I 1 1 1 1 I 1 I 1 1 I I I I 1 1 1 I 1 1 1 I I 1 1 I 1 1 1 1 I I 1 1 I I I I 1 1 1 1 1 I 1 1 I 1 I I 1 I I 1 1 1 I 1 I 1 I I I I I I I I I I 1 I I is - -- 70 MENS 3 VINYL BASE 00 GENERAL NOTES 1. D0 NOT USE ELEVATIONS FOR CONSTRUCTION OF WALLS. 2. SEE SHEET "PPA" FOR ELEVATION MARKERS AND ADDITIONAL NOTES. 3. SEE SHEET "EL4" FOR ADDITIONAL NOTES AND LEGENDS. 4. REFER TO 'CORNICE (SALES FLOOR)" DETAIL ON "D51' FOR PAINT FINISH. s11 '�1:? INFORMATION ON THIS DRAWING TAKES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFUCTING INFORMATION. N0. DATE BY DESCRIPTION A12-22-06 Bid Sed A FVED A rwTtli not P A JAN 0 9 2007 A A A 0 A A ^0.!•r1P INTERIOR ELEVATIONS SCALE: 1 /4"=1'-0" PROJECT #: 3079-11152 DRWN BY: JF CHKD BY: Jr BLDG. SUBMITTAL: 10/12/06 0 N N r SHEET: W EL3 VINYL BASE MENS VINYL BASE CORNER FILLER (TFFCI) -CAD �7 • MENS VINYL BASE CORNER FILLER (TFFCI) I 1 I 1 1 I I PAINT SYMBOL -,,, -D FORMULA A WHITE #1414-0100 0 -J -CD -CD C CANVAS CLOTH #1414-0110 #716 LOUNGE CHAIR RAILSPREFINISHED D LYON YELLOW #1414-0110 LEY: 5P57, FFR:21, BLK:2 1414-00 "WHITE' # 10 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1. I 1 1 1 1 1 1 1 1 1 r r 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 11 1 1 1 1 1 1 1 • 1 I 1 1 4 11 I I I I r I I 1 1 1 I I I I 1 I 1 I I I 1 1 1 I I 1 1 1 I 1 1 1 1 1 1 1 1 w I 1 1 .* 1 1 1 1 1 I 1 1 1 1 1 1 • I I I 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I I I 1 1 I I I 1 1 1 I I I I 1 I I I 1 1 I I I I 1 1 1 1 1 I I I •a • I 1 1 I I I \ \4 \\ / I�•rt/ I I I 1 1 1 1 1 1 1 1 I 1 I 1 1 I • I I I• I 1•I 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 I 1 1 I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I TBL:1P33, BLK:16, MAC:15 • 1 1 1 1 1 I 1 I 1 CREAMY BANANA #1414-0110 YOX:48, OXR:2, LFY:56 Z HARMONY TAN VINYL BASE MENS VINYL BASE CORNER FILLER (TFFCI) -CAD �7 • MENS VINYL BASE CORNER FILLER (TFFCI) I 1 I 1 1 I I PAINT SYMBOL COLOR NAME PRODUCT NUMBER FORMULA A WHITE #1414-0100 0 DEEP ONYX #2403-0500 BLK: 9P54, YOX:11, OXR:25 C CANVAS CLOTH #1414-0110 #716 LOUNGE CHAIR RAILSPREFINISHED D LYON YELLOW #1414-0110 LEY: 5P57, FFR:21, BLK:2 1414-00 "WHITE' # 10 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1. I 1 1 1 1 1 1 1 1 1 r r 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 11 1 1 1 1 1 1 1 • 1 I 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 I • ‘a-.• 1 1 1 1 1 I 1 1 1 I 1 1 1 1 1 1 1 1 •1 I r-�•�� 1 1 1 I I • 1 1 1 1 1 1 1 1 r 1 1 1 1 1 1 1 1 1 1 SPICE ORANGE 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 #1414-0300 OXR:2, TBL:6, WHT:1P10, BLK12, LFY:6P56 V .-- #1210-0100 PAINT I 1 1 I I I I 1 1 1 1 1 I I I •a • #1414-0110 #344 \ \4 \\ / I�•rt/ 1 1 1 1 1 1 1 1 1 I• 1 1 I 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 %8 SHOES PAINT NOTES 1. PAINT CONTRACTOR TO PAINT ALL WALLS AS INDICATED ON INTERIOR ELEVATIONS W/ MINIMUM (1) COAT PRIMER, FOLLOWED BY COLOR AS INDICATED. SOME COLORS REQUIRE MULTIPLE COATS FOR ADEQUATE COVERAGE. PAINT CONTRACTOR 15 RESPONSIBLE FOR ADEQUATE COVERAGE ON ALL WALLS. 2. NO SPRAY PAINTING ALLOWED ON SALESFLOOR. (MAIN STOCKROOMS ONLY). 3. PAINT CONTRACTOR TO PAINT THE FOLLOWING "WHITE': • DRYWALL CEILINGS UNLESS OTHERWISE NOTED • SOFFITS UNLESS OTHERWISE NOTED. •COLUMN ENCLOSURES •WALLS/FRAMES IN EMPLOYEE LOUNGE & LOCKER ROOM •WALLS/DOORS/FRAMES IN LP OFFICE • WALLS/FRAMES IN OPEN OFFICE/OFFICE CORE • WALLS/ODORS/FRAMES IN SALES FLOOR STOCK ROOMS. • WALLS/FRAMES/ IN MDF & CASHROOM • WALLS/DOORS/FRAMES IN EXIT CORRIDORS NOT SHOWN ON ELEVATIONS. •ANY WALLS, DOORS (OTHER THAN ELIA50N), FRAMES, JOISTS, UNDERSIDE OF MEZZANINE, AND ROOF DECK IN MAIN STOCKROOM(S). 4. PAINT CONTRACTOR TO FURNISH AND INSTALL ALL WALLCOVERING. 5. SEE SHEET "D53" FOR DRESSING ROOM ELEVATIONS AND 051 FOR SERVICE DESK ELEVATIONS. 6. PAINT CONTRACTOR TO ORDER ALL WALLCOVERING FROM "MAHARAM WALLCOVERINGS". SEE VENDOR CONTACT LIST FOR VENDOR CONTACT INFORMATION. 7. PAINT CONTRACTOR TO PRIME ALL WALLS TO BE WALLCOVERED. 8. PAINT CONTRACTOR TO PRIME AND FINISH COAT ALL CORNER FILLERS. SEE ELEVATIONS FOR LOCATIONS. 9. PAINT CONTRACTOR TO PAINT 3" TRIM ON CORNICE. PAINT CORNICE TRIM AFTER INSTALLATION. SEE ELEVATIONS FOR LOCATIONS. OVINYL BASE WALLCOVERING WC -1 NOT USED WC -2 NOT USED WC -3 MAHARAM 11RA2 394502 026 HUSK WC -4 MAHARAM TIRAZ 394502 024 PARCHMENT WC -5 MAHARAM 11RAZ 394502 010 CITRUS WC -6 MAHARAM TIRAZ 394502 009 FROST WC- 7 MAHARAM TIRAZ 394502 005 GREYSTONE WC -8 MAHARAM TIRAZ 394502 007 BONE WC -9 MA-I/ARAM T1RAZ 394502 029 TRANQUIL BASE BOARD LEGEN JOHNSDNITE C855 SILVER GREY 4" COVED JOHNSONITE CB40 BLACK 4" COVED OVINYL BASE PAINT LEGEND PAINT SYMBOL COLOR NAME PRODUCT NUMBER FORMULA A WHITE #1414-0100 0 DEEP ONYX #2403-0500 BLK: 9P54, YOX:11, OXR:25 C CANVAS CLOTH #1414-0110 #716 LOUNGE CHAIR RAILSPREFINISHED D LYON YELLOW #1414-0110 LEY: 5P57, FFR:21, BLK:2 PAINT/FRP 1414-00 "WHITE' # 10 7'-0" HIGH x 4'-0" WIDE FRP ON EACH 510E OF MOP SINK. J HALE VILLAGE #1414-0400 #512 WALLS P WOOD THRUSH #1414-0300 #470 FLOOR STRUCT. R EGRET #1414-0110 #2004 ROOF STRUCT. S SPICE ORANGE #1414-0400 #502 LFY:11P32, MAG:8, FFR:41 U KEIL YELLOW #1414-0300 OXR:2, TBL:6, WHT:1P10, BLK12, LFY:6P56 V WHITE FLAT FINISH #1210-0100 PAINT W PINK SUEDE #1414-0110 #344 BLK:9, Y08:4, OXR:6 X PENINSULA BLUE #1414-0110 #1443 TBL:1P33, BLK:16, MAC:15 Y CREAMY BANANA #1414-0110 YOX:48, OXR:2, LFY:56 Z HARMONY TAN #1414-0110 #1414-0300 BLK:1P20, YOX:4P40, OXR:6 BLK:1, YOX:3, MAG:1P12, LFY:8P4 AA ORANGE PASSION BB ORION #1414-0110 #730 CC WHITE PEARL #1414-0110 #2014 OD MORNING SUN #1414-0110 E61.K:2, YOX:2, LFY:46 00 PEWTER SILVER #1414-0300 BLK:3P52, Y0X:2P8, OXR:60, WHT:1P48 FF GREEN LEAF #1414-0400 BLK:32, LFY:10P62, GRN:7, WHT: 1P44 GO MEADOW GRASS #1414-0110 BLK:1P30, YOX:1P36, GRN:4, WHT:1P HH LEGEND TAN #1414-0110 #539 JJ OCEAN MIST #1414-0110 BLK:2, TBL:12, GRN:2 KK HONEY OATS #1414-0110 YOX:1P61, LFY:1P26, FFR:37 LL ALIVE YELLOW #1414-0110 RLK:6, THL:4, I-FY:6P39, GRN:4 MM MODERNE MAUVE #1414-0110 BLK:40 OXE:24 #108 PP AERIAL VIEW #1414-0110 #1376 BLK:3, TBL:11 00 BLUE GOOSE #1414-0300 #1430 BLK:1P39, TBL:7P59, MAG:5 RR MANOR HOUSE #2403-0500 #196 BLK:6P36, YOX:62, 058:1514, WHT:1P16 • ALL PAINTS TO BE ICI EXCEPTION. INTERIOR ULTRA -HIDE LATEX LOW LUSTRE INTERIOR WALL & TRIM ENAMEL. ENTRANCE DRYWALL CEILINGS AND SOFFITS/CANOPY TO BE WALL PAINT. WITH ANI' QUESTIONS. SEE VENDOR CONTACT INFORMATION. GALLON FORMULAS UNLESS OTHERWISE NOTED. ULTRA -HIDE LATEX FLAT • CONTACT ICI PAINTS CONTACT LIST FOR VENDOR • ALL PAINT TO BE 1 OVINYL BASE VINYL BASE ACE- CODE °°V P AniromnvVn - 2 V01 Ot WOG DINISION 610-55D INTERIOR PAINT AND FINISH SCHEDULE ROOM SURFACE FINISH COLOR & NUMBER MISC. SERVICE DESK. SERVICE DESK AREA, AND RETURNS SEE SERVICE DESK ELEVATION ON DETAIL SHEETS LOUNGE & COAT ROOM WALLS. & DOOR FRAMES PAINT "WHITE" #1414-0100 EXCEPTION: PAINT FRAMES OF ESPRESSO DOORS "RR" (SEE PAINT LEGEND) LOUNGE CHAIR RAILSPREFINISHED JANITOR WALLS PAINT/FRP 1414-00 "WHITE' # 10 7'-0" HIGH x 4'-0" WIDE FRP ON EACH 510E OF MOP SINK. STAIRWAYS MEZZANINE RECEMNG/STOCK WALLS PAINT "WHITE" #1414-0100 FLOOR STRUCT. PAINT "WHITE" 41414-0100 FLOOR & ROOF STRUCTURE INCLUDES JOISTS & DECKING ROOF STRUCT. PAINT 'WHITE" #1414-0100 FLOORS SEAL SONNEBORN "LAPIDOLITH" SEE SPECIFICATIONS ON "FDN" STAIRS PAINT "WHITE" #1414-0100 RAILINGS PAINT "WHITE" #1414-0100 1/2' PLYWOOD UNFINISHED KOHL'S - TUKWILA, WA 17200 SOUTHCENTER PARKWAY TUKWILA, WA 98188 DEVELOPED BY. KOI-I'S DEPARTMENT STORES, INC. N56 W17000 RDGEWOOD DRIVE MENOMONEE FALLS, WISCONSIN 53051 TEL. (282) 709-7000 FAX. (202) 703-7105 11152 GENERAL NOTES 1. DO NOT USE ELEVATIONS FOR CONSTRUCTION OF WALLS. 2. SEE SHEET "PP1" FOR ELEVATION MARKERS AND ADDMONAL NOTES. 3. SEE 11•15 SHEET "EL4" FOR ADDITIONAL NOTES AND LEGENDS. 4. REFER TO "CORNICE (SALES FLOOR)" DETAIL ON "051" FOR PAINT FINISH. 44 INFORMATION ON THIS DRAWING TAKES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFUCI1NG INFORMATION. »»»»»I� DATE BY DESCRIPTION 12-22-06 Bid Set ReGLiVED C 'rig � ii;WOLk JAW 0 q ZOO PE MAITCTTR INTERIOR ELEVATIONS SCALE: 1/4"=1'-0" SHEET: PROJECT #: 3079-11152 DRWN 9Y: JF CHKD BY: JT BLDG. SUBMITTAL: 10/12/06 0 CV iV N 1 I-- W EL4 1168) Uioi'Hi fly N T_ 1p 1d1�0 14181 KRONOS TIMECLOCK ■I OCATION SEE "MDF OETAI ON SHEET"FDS2 FOR YOUt OF MOF 0 (1 U5I 2) • 11 541)1 p1 01)76 0 CABLE INSTRUCTIONS DATA LOCATION LABEL CABLE ON BOTH ENDS PER CABLE NUMBER LEGEND. TERMINATE AS DIRECTED BELOW. PHONE LOCATION LABEL CABLE ON BOTH ENDS PER CABLE NUMBER LEGEND. TERMINATE AS DIRECTED BELOW. PROVIDE A CABLE FROM DMARC TO ELEVATOR EQUIPMENT ROOM. PROVIDE 10' OF EXCESS COILED CABLE AT EACH END. (dXX1 (ELEV) CP1 LEGEND (DATA CONTRACTOR FURNISHED & INSTALLED) QLVICL-END INSTRUCTIONS ILWELRY FLOORBOX: PROVIDE (2) DATA CABLES & (1) PHONE CABLE THROUGH EACH FLOOR BOX. SEE "THREE -GANG FLOORBOX" DETAIL ON SHEET "052". ALLOW ENOUGH EXCESS CABLE FROM FLOORBOX TO REACH MOUNTING LOCATION ON BACKSPLASH. CAREFULLY COIL INTO FLOORBOX FOR PROTECTION DURING INSTALLATION OF CASHWRAP. DRESS CABLE FROM FLOORBOX THROUGH FIXTURE CUTOUTS AND TERMINATE IN 4 -PORT SURFACE MOUNT BOX MOUNTED HORIZONTALLY ON BACKSPLASH. ALLOW 10' SERVICE LOOP AT COLUMN (24" ABOVE CEILING TILE). SEE "JEWELRY CABLE" DETAIL ON SHEET "052". 6 p51 k i APPAREL RETRIEVAL ti ti -f- APPAREL REFR_ NAI 1d 2 }____ --- _ 1d583 j COiVEY0e 6pi81 111111 illlll 11 1d137 ERVICE DE5 (SEE LEGEND 1d 1d119 1 dl 20 L,LUT) 1d6O1 1d602 ldE03 B 8 D ; M PROVIDE A TOTAL OF (3) DATA CABLES & (2) PHONE CABLES THROUGH THIS FLOORBOX. ALLOW ENOUGH EXCESS CABLE FROM FLOORBOX TO REACH MOUNTING LOCATION INSIDE FIXTURE. CAREFULLY COIL INTO FLOORBOX FOR PROTECTION DURING INSTALLATION OF CASHWRAP. FOR REGISTER CABLES: DRESS ( I ) DATA CABLE & (1) PHONE CABLE THROUGH FIXTURE CUTOUTS & TERMINATE IN LABELED 2 -PORT SURFACE MOUNT BOX. FOR CREDIT PROMO: PROVIDE (2) DATA CABLES & (1) PHONE CABLE THROUGH FIXTURE CUTOUT & TERMINATE IN 4 -PORT SURFACE BOX MOUNTED BELOW BOX FOR REGISTERS, AIIOW 5' SERVICE LOOPS FOR ALL CABLES AT COLUMN (24" ABOVE CEILING TILE). SEE "TWO -GANG FLOORBOX" DETAIL ON SHEET "052", SHEET "E2" FOR SPEC. AND POWER REQUIREMENTS FOR FLOOR BOX, AND "CASHWRAP CABLE" DETAIL ON SHEET "052". BF C 5 FLO•R. • RAP F •• :•,• PROVIDE (1) DATA CABLE & (1) PHONE CABLE THROUGH EACH FLOORBOX. SEE "TWO -GANG .BAS FLOORBOX" DETAIL ON SHEET "052". ALLOW ENOUGH EXCESS CABLE FROM FLOORBOX TO REACH MOUNTING LOCATION INSIDE FIXTURE. CAREFULLY COIL INTO FLOORBOX FOR PROTECTION DURING INSTALLATION OF CASHWRAP. DRESS CABLE FROM FLOORBOX THROUGH FIXTURE CUTOUTS AND TERMINATE IN LABELED 2 -PORT SURFACE MOUNT BOX (AS SHOWN ON "CASHWRAP CABLE DETAIL" ON SHEET "D52" ON BLOCKING PROVIDED IN FIXTURE. SEE SHEET "E2" FOR SPEC. AND POWER REQUIREMENTS FOR FLOORBOX. �D DIT PRO FLOOR SALES Fl OOR SEASONAL FLOORBOX: PROVIDE (1) DATA CABLE & (1) PHONE CABLE THROUGH EACH FLOORBOX. SEE "BRASS TWO -GANG FLOORBOX" DETAIL ON SHEET "C152". TERMINATE TO JACK MOUNTED IN LABELED MODULE FRAME AND INSTALL IN BRASS COVERED FLOORBOX. ALLOW 5' SERVICE LOOP AT (24" VCEILING TI SHEET "E2" COLUMN ABOVE LE) SEE FOR SPEC. AND POWER REQUIREMENTS FOR FLOORBOX. LABELED 4 -PORT FACEPLATE (FOR BAS EQUIPMENT). NUMBER OF CABLES AS INDICATED. MOUNT ON POWERWALL ADJACENT TO BAS/EMS CONTROL BOX. PROVIDE CABLE TO THIS LOCATION ABOVE CEILING (FOR CALL 60X RADIO FREQUENCY ANTENNA) FROM MDF PHONE PATCH PANEL. INSTALL RJ -45 DATA JACKS AND PROVIDE 10'-0" EXCESS CABLE AT SALES FLOOR END. (COIL ON TOP OF CEILING TILE ON SALESFLOOR). ANTENNA UNIT INSTALLED BY OTHERS. ■8 r PVU ■R ■5 ■T ■W MOUNT 44" AFF: LABELED 4 -PORT FACEPLATE. NUMBER OF CABLES AS SHOWN IN THIS DRAWING PER LOCATION. MOUNT 15" AFF: LABELED 4 -PORT FACEPLATE. NUMBER OF CABLES AS SHOWN IN THIS DRAWING PER LOCATION. PROVIDE CABLE TO THIS LOCATION ABOVE CEILING FROM THE IDF ROOM DATA PATCH PANEL FOR PRICE VERIFICATION UNIT. TERMINATE RJ -RT DATA JACKS IN LABELED 2 -PORT SURFACE MOUNT BOX AND PROVIDE 50'-0" EXCESS CABLE COILED AND SUSPENDED ON J -HOOKS 24" ABOVE CEILING GRID AT SAI FS 61OOR END. TOTAL RUN NOT TO EXCEED 295.-0". MOUNT 6" BELOW CEILING OR 11.-6" AFF IF NO CEIUNG: LABELED 4 -PORT FACEPLATE. NUMBER OF CABLES AS SHOWN IN THIS DRAWING PER LOCATION. MOUNT 46" AFF: LABELED 4 -PORT FACEPLATE. NUMBER OF CABLES AS SHOWN IN THIS DRAWING PER LOCATION. MOUNT 48" AFF: LABELED 4 -PORT FACEPLATE. NUMBER OF CABLES AS SHOWN IN THIS DRAWING PER LOCATION. MOUNT LABELED WALLPHONE PLATE 46" AFF AND 6" FROM END OF WING WALL; 8" FROM DOORFRAME 08 CENTER UNE OF ADJACENT BOX. ALL MOUNTING HEIGHTS ARE AS INDICATED ABOVE UNLESS NOTED OTHERWISE. ALL HEIGHTS ARE TO BE TO CENTER OF ELECTRICAL BOX. DD NOT USE ADHESIVES TO INSTALL SURFACE MOUNTED BOXES. CREDIT CENTRAL PROVIDE (8) DATA CABLES AND (2) PHONE CABLES WITH 20' EXCESS CABLE COILED ABOVE CEILING IN THIS LOCATION (TERMINATE, CERTIFY, LABEL). ONCE COLUMN ENCLOSURE FIXTURE I5 INSTALLED, MOUNT CABLES INTO 10 -PORT LABELLED FACEPLATE IN OPENING PROVIDED IN FIXTURE (USING LOW VOLTAGE CUT -IN RING). SERVICE DESK PROVIDE (3) DATA AND (4) PHONE CABLES IN 1.5" CONDUIT WITH END BUSHING TO 4X4 WALL BOX 24" AFF AT THIS LOCATION. LEAVE 20' EXCESS CABLE COILED ABOVE CEILING, AND ALLOW 8" TO EXTEND FROM WALLBOX. TERMINATE, CERTIFY, LABEL, COIL BACK INTO WALLBOX, AND COVER WITH BLANK PLATE FOR PROTECTION DURING FIXTURE INSTALLATION. ONCE FIXTURES ARE INSTALLED, CAREFULLY DRESS TERMINATED CABLES THROUGH PRE-INSTALLED RACEWAY IN SERVICE DESK FIXTURE TO FACE PLATE W(1-( TYPED LABELS (PROVIDED BY TENANT). SOURCE END INSTRUCTION$ ALL CONTRACTORS TO REFER TO "MDF" AND "IDE" DETAILS ON DETAIL SHEETS FOR SOURCE -END INSTRUCTIONS. TENANT FURNISHED & INSTALLED TENANT TO FURNISH AND INSTALL (1) 25 PAIR CABLE FROM DMARC TO MDF PHONE RACK. ALL CONNECTIONS BY TENANT. ALL TENANT PROVIDED CABLES MUST BE INSTALLED AND SUPPORTED PER TIA/EIA 568B SPEC, AND MUST CONFORM TO ALL LOCAL CODES. TENANT TO FURNISH AND INSTALL (4) CATSE ENHANCED CABLES FROM DMARC TO LAST 5 SPACES ON MDF DATA PATCH PANEL. CABLES TO BE WHITE, PLENUM RATED UTP. FOLLOW SAME PATH AS 25 PAIR FROM DMARC TO MDF IN J -HOOKS EVERY 5-6 FEET. TERMINATE IN 6 -PORT SURFACE MOUNT BOX AT DMARC. USE PANDUIT JACKS #CJ5E88TBU (BLUE) ON BOTH ENDS. LABEL BOX AND PATCH PANEL WITH TYPED LABELS: "F1", "F2', "ISDN" AND "01". TEST AND PROVIDE CERTIFICATION REPORT (SEE NOTES ON THIS SHEET) TO KOHL'S TELECOM. • TENANT TO PROVIDE 1-3 ANALOG LINES) FOR ALARM SYSTEM (QTY, PER CODE). SECURITY CONTRACTOR TO CONNECT LINE(S) TO SECURITY PANEL. SEE "MDF DETAIL" ON 052 FOR LOCATION ABOVE ALARM PANEL. 1d126 CA Ril,,. \` CALBOX "A" 20'-0" \ _ / CALL90X B 1 34 --El- 20'-0" pd1 I '{-1•775),4 w ft1 f ft 1 ft_J f ft 1 IZP V5 24308 24309 24310 24311 24312 24313 24314 2,3315 d321 CREDIT CE - (SEE LEGEND) u 2E770 2d371 W/O 1,41`.) 1\14- - DF ROOM 1 I1 T.. 11 24285 24286 - ALL DATA JACKS AT CASHWRAPS TO BE MOUNTED ON BACKSPLASH. 24287 2d288 CABLES FOR JEWELRY DEVICES TO 8E PULLED TO THIS COLUMN FROM IDE. PROVIDE 10' SERVICE LOOP NEATLY COILED AND SUSPENDED ABOVE CEILING AT COLUMN. (' p..15 4) p•i'16 ALL DATA AND PHONE JACKS AT CASHWRAP TO RE MOUNTED PER CASHWRAP CABLING DETAIL" ON SHEET "D62". I ... '��. it,•tl .�: ..... r•: r...r w, f, ALL DATA ANO PHONE JACKS AT CASHWRAP TO BE MOUNTED PEP "CASHVV��RAP CABLING DETAIL" DN SHEET I"DS2". REDIT� IPROMD (2P2M ?TM CABLES FOR CASHWRAP AREA TO BE PULLED TO TI -115 COLUMN FROM 10F. PROVIDE 5' SERVICE LOOP NEATLY COILED AND SUSPENDED ABOVE CEILING AT COLUMN. 0 11j 1111- I ..4. CABLES FOR CASHWRAP AREA TO BE PULLED TO THIS COLUMN FROM IDF. PROVIDE 5' SERVICE LOOP NEATLY COILED AND SUSPENDED ABOVE CEIUNG AT COLUMN. ELECTRICAL PANELS "J 0 cD010'5B8 CP1 NOTES 1. DATA CONTRACTOR IS REQUIRED TO BE CERTIFIED IN CATEGORY 56 AND FIBEROPTIC CABLE INSTALLATION BY 81051. PROVIDE DOCUMENTATION & REFERENCES TO GENERAL CONTRACTOR WITH RIO QUOTE. 2. DATA CONTRACTOR TO FURNISH AND INSTALL DATA & PHONE CABLE. CABLE 15 TO BE CATEGORY 5E ENHANCED PLENUM RATED UTP. DATA IS BLUE, AND PHONE I5 WHITE. SEE "PART SPEC. UST" ON SHEET "D52" FOR APPROVED CABLE MANUFACTURERS. 3. DATA CONTRACTOR IS REQUIRED TO SUBMIT SAMPLES OF CATSE ENHANCED AND ARMORED FIBER CABLE TO KOHL'S CONSTRUCTION MANAGER PRIOR TO ORDERING CABLE. LENGTH OF SAMPLE SECTION TO INCLUDE COMPLETE DESCRIPTION OF CABLE. KOHL'S CONSTRUCTION MANAGER TO PROVIDE WRITTEN APPROVAL OF PRODUCT PRIOR TO PURCHASE OF CABLE. 4. "GRADUAL BEND" SUPPORT & CABLE TRAYS MUST BE INSTALLED BEFORE PULLING CABLE, TO ASSIST IN PULLING AND TO PROVIDE STRAIN RELIEF, PER CAT5E TIA/EIA 568B SPECS. MOUNT DIRECTLY TO BOTTOM OF STEEL JOISTS. USE (2) 5'-0" SECTIONS ABOVE IDE AND (1) OR (2) 5'-0" SECTIONS ABOVE MDF. USE "EZTRAY" OR "FLEXTRAY". SEE "PART SPEC. UST" ON SHEET "052". 5. DATA AND PHONE CABLE MUST BE SUSPENDED FROM STRUCTURAL STEEL JOISTS, PER CAT5E SPECS (J HOOK EVERY 4 - 6 FEET) FOR INSTALLATION AND SUSPENSION. CABLE RUNS MUST NOT EXCEED 295'. FOLLOW MOST DIRECT PATH POSSIBLE. AVOID 90' ANGLES. 6. DATA CONTRACTOR IS REQUIRED TO TERMINATE & CERTIFY DATA AND PHONE CABLES FOR CATEGORY 5E COMPLIANCE PER TIA/ELA 5688 CABLE PERFORMANCE STANDARDS. USE LEVEL 2E OR 3 TESTER SUCH AS MICROTEST, FLUKE, OR AGILENT THAT WILL PROVIDE PERMANENT LINK TEST AT 295' LIMIT. ALL FAILS MUST BE CORRECTED. CERTIFICATION REPORT MUST BE PROVIDED TO G.C. UPON DATE INDICATED ON KOHLS CONSTRUCTION SCHEDULE. 7. CERTIFICATION REPORT MUST CONTAIN: 1) COVER PAGE SHOWING STORE NAME & NUMBER, DATE, AND DATA CONTRACTOR. 2) SUMMARY PAGE IN (3) COLUMNS: CABLE ID IN NUMERICAL ORDER, LENGTH IN FEET, AND PASS OR FAIL SHOW TOTAL NUMBER QF CABLES AND TOTAL LENGTH IN FEET. 3) CD CONTAINING COMPLETE CATSE TEST RESULTS FOR EACH CABLE. CD MUST BE CREATED WITH TESTER MFG SOFTWARE. 4) REPORT MUST INCLUDE FlBEROPTIC RESULTS (SEE SHEET "052"). CD MUST BE CREATED WITH TESTER MFG SOFTWARE. 8. DATA CONTRACTOR TO ROUTE ALL DATA & PHONE CABLES WITH NUMBERS STARTING WITH "1" FROM MDF PATCH PANELS TO DEVICE LOCATIONS. 9. DATA CONTRACTOR TO ROUTE ALL DATA AND PHONE CABLES WITH NUMBERS STARTING WITH "2" FROM IN PATCH PANELS TO DEVICE LOCATIONS. 10. DATA CONTRACTOR 20 PROVIDE AND INSTALL STANDING FLOOR RACKS. SHELVES, PATCH PANELS, CABLE MANAGERS, AND WALL SUPPORT BRACKETS FOR DATA AND PHONE IN MDF. DRESS CABLES WITH VELCRO FROM TRAY ONTO WALL BRACKET. SEE "PART SPEC. UST" AND "MDF" DETAIL ON SHEET "DS2". 11. DATA CONTRACTOR TO PROVIDE AND INSTALL WALL RACKS, CABLE MANAGERS, PATCH PANELS, AND CABLE SUPPORT D -RINGS FOR DATA AND PHONE IN IDF. DRESS CABLE TO D -RINGS W/ VELCRO. SEE "PART SPEC. UST" AND "106" DETAIL ON SHEET "D52". 12. DATA CONTRACTOR TO TERMINATE ALL DATA & PHONE CABLE IN RJ45 STYLE CATEGORY 5E JACKS USING T5688 TERMINATION PINOUT AND EXACTLY AS SHOWN ON INSTRUCTION SHEET INCLUDED FROM MANUFACTURER. 13. WHEN DATA/PHONE AND POWER ARE GROUPED TOGETHER, ALL RECEPTACLES MUST BE NO MORE THAN 6" APART TO CENTER (EXCEPT WALL PHONES -SEE LEGEND). 14. LABEUNC: ALL LABELS PROVIDED BY TENANT. DATA CONTRACTOR TO LABEL ALL PHONE AND DATA CABLES WITH WIRE -WRAP LABELS 3" FROM TERMINATIONS. LABEL ALL PATCH PANELS, FACEPLATES AND SURFACE MOUNT BOXES. FOLLOW DEVICE LOCATION NUMBERING ON THIS PLAN. HANDWRITTEN LABELS WILL NOT BE ALLOWED, NOTE: LABEL FACEPLATES ABOVE JACKS, NOT IN LABEL WINDOWS. 15. DATA BACKBONES: DATA CONTRACTOR TO RUN (1) PRIMARY AND (1) SECONDARY BACKBONE EACH CONSISTING OF 6 -STRAND 50 MICRON MULIIMODE FIBER CABLE UNKIND MOF TO IDE. EACH RUN 16 ONE CONTINUOUS CABLE WITH NO SPLICES ALLOWED. RUN PARALLEL (THROUGH PLENUM AT A MIN. OF 8' APART, FOLLOWING MOST DIRECT PATH BETWEEN ROOMS. SUSPEND ON J -HOOKS EVERY 6'. SEE "FIBER OPTIC NOTES" ON "D52". 16. PHONE BACKBONES: DATA CONTRACTOR TO RUN (3) 25 PAIR CAT3 "AMPHENOL" CABLES LINKING MODULAR "AMPHENOL" PANELS IN MDF & IDE PHONE RACKS (FIELD VERIFY LENGTH). CABLES MUST HAVE PRE -TERMINATED "AMPHENOL" TYPE CONNECTORS ON BOTH ENDS. LABEL AS (1) THROUGH (72). 17. DATA CONTRACTOR TO MAKE FIREWALL PENETRATION USING APPROPRIATELY SIZED METAL SLEEVE W(T i END BUSHINGS (4" DIAMETER CONDUIT I5 TYPICAL). SLEEVE SHOULD NOT PROTRUDE MORE THAN 12" ON EITHER SIDE OF FIREWALL AND MUST BE MADE OF A NON-COMBUSTIBLE MATERIAL. FOLLOW ALL LOCAL CODES AND RESTRICTIONS. 18. JEWELRY AND CASHWRAP LOCATION- DATA CONTRACTOR TO COIL TERMINATED ENDS INTO FLOORBOXES AND SCREW DOWN COVERS TO PROTECT CABLES FROM DAMAGE. SOME CABLES MAY NEED TO BE "BACKED OUT ABOVE COLUMNS TO COIL INTO BOXES. CABLES TO BE CERTIFIED AFTER THEY ARE INSTALLED IN THEIR FINAL LOCATIONS IN FIXTURES - 19. DATA CONTRACTOR 15 REQUIRED TO DRESS SALES FLOOR AND JEWELRY CABLES FROM FLOORBOXES THRU CUTOUTS TO FIXTURE COUNTERTOPS OR INSIDE CABINETS AS INDICATED, AFTER CASHWRAP AND JEWELRY FIXTURES ARE INSTALLED. MUST BE COMPLETED BEFORE REGISTER INSTALL. SEE "JEWELRY CABLE" DETAIL AND "CASHWRAP CABLE" DETAIL ON SHEET "052". 20. SPECIAL NATIONAL PRICING I5 AVAILABLE TO CONTRACTORS FROM PANDUIT. SEE VENDOR CONTACT LIST FOR VENDOR CONTACT INFORMATION. 21. UST OF CERTIFIED LOCAL DATA INSTALLERS AVAILABLE THROUGH MILWAUKEE GRAYBAR. SEE VENDOR CONTACT LIST FOR VENDOR CONTACT INFORMATION, 22. FIELD GUIDE (PROVIDED BY TENANT) TO BE USED ONLY AS A REFERENCE FOR INSTALLATION. 23. 24. SEE SHEET "E2" FOR NOTES REFERRING TO POWER REQUIREMENTS/ LOCATIONS. ALL CABLES TO BE CERTIFIED WHEN IN THEIR FINAL LOCATION. KOHL'S - TUKWILA, WA 17200 SOUTHCENTER PARKWAY TUKWILA, WA 98188 DEVELOPED BY. KOHL'S DEPARTMENT STORES, INC. N56 WT7000 RIDGEWOOD DRIVE MEENOMOFEE FALLS, WISCONSIN 58051 TE]_. (282) 703-7000 FAX. 1282) 703-7105 11152 CABLE NUMBER LEGEND 1ST DIGIT 5 -DIGIT CABLE NUMBER r2ND 1 3RD 4TH 5TH 01GIT I DIGIT DIGIT DIGIT L. T- T (:A1A ,Ade( (Him t tx 1'111)141 1.1.40)1 (5(1141) CABLE SOURCE LOCATION; 1= CABLE FROM MDF TO DEVICE 2= CABLE FROM 406 TO DEVICE 100-101 SEI7VICF DESK PHONES (ext 100-1011 102 RETURNS PHONE (ext 107) 109 OF PHONE (ex) 109) 110 AIIMIN ASSIST-1(11NE (ex) 110) 117-120 CASH OFFICE DEVICES 121 USE( OFFICE PHONE )ext 1711 125-127 SERVICE DESK REGISTERS 135-136 SF RVICE DESK DEVICES 137-138 RF'111RN`, RF ANTENNA 139-142 RE TURNS DEVICES 161 POWER FAIL PHONE SERV DESK (P141) 162 POWER FAIL PHONE SERV DESK (P142) 163 POWER FAIL PHONE ASSIST ADMIN (PE 43) 164 POWER FAIL PHONE LP OFFICE (4F44) 174 61111 PHONE (e.( 174) 180-181 Mt/ECLOCIK 187 MPI 00E6 LOUNGE DEVICE 188 (MP' ()YEE LOUNGE PHONE 14.1 1881 199 CREDIT APP. COUNTER PHONE (ext 299) 212-227 CASHWRAP DEVICES 248-253 CA4HWNAP PHONES (exl 148 163) 278-279 JEWELRY PRONES (ext 178-1,9) 285-288 JF WE LRT DEVICE 305-306 ('RF1111 CE NI RAL (ext (014 •106) 308-315 CREDIT CENTRAL DEVICES 320 GIFT REGISTRY DEVICE 321-325 PRICE VERY (CATION UN11 330 HAS PANEL 331 ENG4GF NETWORK 340-341 1NDYME ANTENNAS 350-351 RE LOCATION 41 352-353 RE (1('A114N 4: 354-355 RF LOCATION 43 360 ME77 RE ANTENNA 370-371 461/ SHOES ANTENNA 390-393 CREDIT PROMO DEVICES 397-395 IRE NT PROMO f IMINE (ext 19 / 196) 408 1911MATES DEPT P110N1 (ext 108) 417 901". DEP1 PHONE 1.-) 111) 418 PETITES DEPT PHONE (px) 116) 420 MISSES CLASSIC DEPT PHONE (ex( 120) 422 WOMENS DEPT PHONE (ext 127) 425 MIMES UPDATED DEPT PHONE (e.t 175) 428 JUNIORS DEPT PHONE le.) 178) 432 HOUSEWARES DEPT PHONE (e.) 132) 4,34 BEDDING DEPT PHONE )ext 134) 435 MENS 41 DEPT PHONE (ext 136) 438 MENS 42 DEPT PHONE (e.1 1391 439 URI 7, DEPT PH1)NE (ex( 139) 482 INIANIS/IODLriE RS/MATERNITY OE PratlEext 182 487 1\111.6AC1NE DEPT PHONE (e.l 11 ) s- DATA PHONE CABLE END LOCATION (NUMBERS USTED BELOW WITH CORRESPONDING PHONE EXTENSIONS). 501 552 504 505 505 511 512 513 514 515 516 530 531 532 533 540 541 A`,.4 Df VICE P[ H`i/OPS DEVICE STORE MANACLR DEVICE ASM HARUL INES DEVICE A`,M 2021)1NES DEVICE 5SM F•HI)NE (ext 111) PE Ft`,/OPS PHONE (ex) 112) 0 E vg _® L. 099 nE IAHOR SCHEDULING PHONE (ext 1p3)IIt STORE MANAGER PHONF (so 114 8';M 11A11111 (NEI, PHONE (ext 115) AtiM `.1)111[NES PHONE (ext 116) A4)M1N ASSISTANT DEVICE LA9(1R SCBE DUI ING PC LAHUR SLHE UUI IN(: MODEM 166101, `;(111EOULING PRINTER LX ..UCENIER FAX 571-574 S1ORE IP DEVICES 576 STORE LP PHONE (ext 176) 581 TRAINING ROOM PHONE (ex) 181 ) 582-589 TRAININC, ROOM DEVICES 17 CO 601-603 MAIN ',111CKHOUM DEVICES 607 MAIN STOCKROOM PHONE (exi 4(17) 619 NOT UGFD 627 NU) USED 580 OLIO, PHONE (ext 180) 594 '.;HOE 14110:KR(1OM PHONE (,Lt 194) 697-899 611,7/ t,10(.1 F100M 001091 S (ex) 697. 699) 760 STAFFING RECRUITER DEVICE 761 STAFFING RECRUITER PHONE (ext 761) INFORMATION ON THIS DRAWING TAKES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMERTS HAVE CONFLICTING INFORMATION. N0. DATE BY DESCRIPTION A12-22-06 bid Geo A A AA A A A A RIECEVGLO crr' '01iiuo JAN 0 9 2007 E M CETT co O PHONE AND DATA CABLE PLAN • SCALE: 3/32"=1'-O' SHEET: cP10W m PROJECT #: 3079-11152 DRWN BY: JF CHKD 8Y: ,JT BLDG. SUBMITTAL: 10/12/06 N N N 1 STF1F MIH F4rA PLASE s—o- A A2 0 A3 A4 B B2 SHt& mui ma, FIJOE 0 B3 B4 • 'AtIp min ma, F4A('. 4' -0" --1„ emir Wlin lynx puk, C C2 C3 C4 D D2 D3 D4 E E2 E3 E4 .UtMH 10D4 . 4.-0' J's 3-0. F F2 ,CJ, .1( F3 F4 7 STOCK SHELVING PROFILES I SCALE: 3/8.= 1' 1 G G2 SrcElf wffil 401NAT • G3 G4 (2) 14" UNITS MOUNTED IN ROLLING CARRIAGE. .010 ,STH ,cpui KAM H 2) 14- UNITS MOUNTED IN ROLLING CARRIAGE. (4) 14- UNITS MOUNTED IN ROLLING CARRIAGE. 0 •ds, 0 K11 FM< NAT Stf,0 441112,04 «470 H2 H3 (4) 14UNITS MOUNTED IN ROLLING CARRIAGE. 9<00 HAT; 0 H4 (4) 14- UNITS MOUNTED IN ROLLING CARRIAGE. (2) 14- UNITS MOUNTED IN ROLUNG CARRIAGE. (2) 14. UNITS MOUNTED IN ROLLING CARRIAGE. (4) 14' UNITS MOUNTED IN ROLLING CARRLAGE. H5 J J2 J3 (4) 14" UNITS MOUNTED IN ROLLING CARRIAGE. '40 MTH K.% PLATE J4 (4) 14" UNITS MOUNTED IN ROLJJNG CARRIAGE. .n1 .CN .0i 00, 0<00 Je J5 K K2 TOP SHELF] TOP SHELF' 3 eV 5- 3 9<F1F<dtH kiCtf <7.11 4-410101100< l4n11 4.-0. .1, ,1, K3 K4 STOCK SHELVING PROFILES I SCALE: 3/8- 1. [POSMON 4 HANGEIAR (Tr?) FRONT FRONT POSMON 2 P05. 2 05. 4 HANGEAR (TYP) 2 2 2 2 Wn.P gfIN,09<4 0,.+TE • L L2 L3 STOCK SHELVING PROFILES L4 TOP SHELF 1 2 4 2 500.F YAM IOLIC 4441< M3 M4 N POSITION 3 HANGBAR P05. 3 HANGBAR (1-(P) 2< 5<010 *T1H 010< 1.1.,k, ,.410 0 4-0 ,1- N2 P3 P4 R3 R4 09<0;,fr1•1 N., MATE 0 10 SHELVES TO BE r OC.) 44af Jt' l/ 3.-°" 0/' S3 S4 0 CABINET TO BE FURNISHED AND INSTALLED BY TENANT. T 3Do LOCKED SMALL ELECTRONIC CAGES 2 LOCKED SMALL ELECTRONIC CAGES 732<7 tl< 04..E =MIME 0..1, 3 U U2 10 LOCKED SMALL ELECTRONIC CAGES LOCKED SMALL ELECTRONIC CAGES U3 U4 I SCALE: 3/3= 1' 3 STOCK SHELVING PROFILES I SCALE: 3/8.= 1' 5 APPAREL RETRIEVAL SYSTEM I SCALE: 3/32"= 1' 4 „ Ad • A•'•• •.: -•••• ,t4 gvm re • . ;4'%3 • . AbgreingtOMP''.7- „ . --- KOHL'S - TUKWILA, WA 17200 SOUTHCENTER PARKWAY TUKWILA, WA 98188 DEVELOPED BY. KOHL'S DEPARTMENT STORES, INC. N56 W17000 RIDGEWOOD DRIVE MENOMONEE FALLS, WISCONSIN 53051 TEL. (262) 703-7000 FAX. (262) 703-7105 11152 44.27'/31P,A INFORMATION ON THIS DRAWING TAKES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFUCTING INFORMATION. NO. DATE BY A12-22-0fi A A A A A A A DESCRIPTION Ed Set ti__CRYPD CITY OFT1 JKWII A 117<4 U PERMITCMIE1 co 0 STOCK SHELVING PROFILES AND APPAREL RETRIEVAL SYSTEM SCALE: AS NOTED SHEET: S S co',,Lu PROJECT #: 3079-11152 DRWN BY: JF CHKD BY: JT BLDG. SUBMITTAL: 10/12/06 'T • 'AtIp min ma, F4A('. 4' -0" --1„ emir Wlin lynx puk, C C2 C3 C4 D D2 D3 D4 E E2 E3 E4 .UtMH 10D4 . 4.-0' J's 3-0. F F2 ,CJ, .1( F3 F4 7 STOCK SHELVING PROFILES I SCALE: 3/8.= 1' 1 G G2 SrcElf wffil 401NAT • G3 G4 (2) 14" UNITS MOUNTED IN ROLLING CARRIAGE. .010 ,STH ,cpui KAM H 2) 14- UNITS MOUNTED IN ROLLING CARRIAGE. (4) 14- UNITS MOUNTED IN ROLLING CARRIAGE. 0 •ds, 0 K11 FM< NAT Stf,0 441112,04 «470 H2 H3 (4) 14UNITS MOUNTED IN ROLLING CARRIAGE. 9<00 HAT; 0 H4 (4) 14- UNITS MOUNTED IN ROLLING CARRIAGE. (2) 14- UNITS MOUNTED IN ROLUNG CARRIAGE. (2) 14. UNITS MOUNTED IN ROLLING CARRIAGE. (4) 14' UNITS MOUNTED IN ROLLING CARRLAGE. H5 J J2 J3 (4) 14" UNITS MOUNTED IN ROLLING CARRIAGE. '40 MTH K.% PLATE J4 (4) 14" UNITS MOUNTED IN ROLJJNG CARRIAGE. .n1 .CN .0i 00, 0<00 Je J5 K K2 TOP SHELF] TOP SHELF' 3 eV 5- 3 9<F1F<dtH kiCtf <7.11 4-410101100< l4n11 4.-0. .1, ,1, K3 K4 STOCK SHELVING PROFILES I SCALE: 3/8- 1. [POSMON 4 HANGEIAR (Tr?) FRONT FRONT POSMON 2 P05. 2 05. 4 HANGEAR (TYP) 2 2 2 2 Wn.P gfIN,09<4 0,.+TE • L L2 L3 STOCK SHELVING PROFILES L4 TOP SHELF 1 2 4 2 500.F YAM IOLIC 4441< M3 M4 N POSITION 3 HANGBAR P05. 3 HANGBAR (1-(P) 2< 5<010 *T1H 010< 1.1.,k, ,.410 0 4-0 ,1- N2 P3 P4 R3 R4 09<0;,fr1•1 N., MATE 0 10 SHELVES TO BE r OC.) 44af Jt' l/ 3.-°" 0/' S3 S4 0 CABINET TO BE FURNISHED AND INSTALLED BY TENANT. T 3Do LOCKED SMALL ELECTRONIC CAGES 2 LOCKED SMALL ELECTRONIC CAGES 732<7 tl< 04..E =MIME 0..1, 3 U U2 10 LOCKED SMALL ELECTRONIC CAGES LOCKED SMALL ELECTRONIC CAGES U3 U4 I SCALE: 3/3= 1' 3 STOCK SHELVING PROFILES I SCALE: 3/8.= 1' 5 APPAREL RETRIEVAL SYSTEM I SCALE: 3/32"= 1' 4 „ Ad • A•'•• •.: -•••• ,t4 gvm re • . ;4'%3 • . AbgreingtOMP''.7- „ . --- KOHL'S - TUKWILA, WA 17200 SOUTHCENTER PARKWAY TUKWILA, WA 98188 DEVELOPED BY. KOHL'S DEPARTMENT STORES, INC. N56 W17000 RIDGEWOOD DRIVE MENOMONEE FALLS, WISCONSIN 53051 TEL. (262) 703-7000 FAX. (262) 703-7105 11152 44.27'/31P,A INFORMATION ON THIS DRAWING TAKES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFUCTING INFORMATION. NO. DATE BY A12-22-0fi A A A A A A A DESCRIPTION Ed Set ti__CRYPD CITY OFT1 JKWII A 117<4 U PERMITCMIE1 co 0 STOCK SHELVING PROFILES AND APPAREL RETRIEVAL SYSTEM SCALE: AS NOTED SHEET: S S co',,Lu PROJECT #: 3079-11152 DRWN BY: JF CHKD BY: JT BLDG. SUBMITTAL: 10/12/06 Plotted hv: tkatorincic WA\111525O-1.dwg Thu., 21 Dec. 2008 — 12:30pm \1AEFW1\am\VA1.1LT,0—AMABROSE\2006dwg\06-392 KDS 11152 Tu GENERAL NOTES GENERAL 1-1 THE FOLLOWING GENERAL AND SPECIFIC NOTES SHALL APPLY EQUALLY TO ALL CONTRACTORS AND SUPPLIERS RGAGED IN EXECUTION OF THE WORK SHOWN ON THESE PLANS. THESE NOTES SUPPLEMENT AND ARE MADE A PART OF THE ENTIRE CONTRACT DOCUMENTS. 1-2 ALL CONSTRUCTION SHALL BE EXECUTED IN CONFORMANCE WITH THE FOLLOWING: - PLANS A10 SPECIFICATIONS - STATE OF WASHINGTON - GOVERNING LOCAL AND MUNICIPAL CODES, 2003 INTERNATIONAL BUILDING CODE (IBC) - AMERICAN SOCIETY FOR IESIING AND MATERIALS (ASTM) - OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA) CONCRETE CONSTRUCTION: - AMERICAN CONCRETE INSTITUTE (512) MASONRY CONSTRUCTION: - AMERICAN CONCRETE INSTITUTE (ACI) - THE MASONRY SOCIETY (TMs) - STRUCTURAL ENGINEERING INSTITUTE (SE) STRUCTURAL AND MISCELLANEOUS STEEL WORK: - AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) - AMERICAN WELDING SOCIETY (AWS) - SOCIET( FOR PROTECTIVE COATINGS (SSPC) STEEL JOIST, STEEL DECK AND ACCESSORIES: - STEM JOIST INSTITUTE (SLI) - srEEL DECK WSTIIVTE (501) COLD FORMED METAL FRAMING: - AMERICAN IRON AND STEEL INSTITUTE (NST) CONTRACTOR SHALL ENSURE FAMILIARITY OF THE ABOVE ITEMS. ARCHITECT AND/OR ENGINEER INSPECTIONS WILL BE W CONFORMANCE WITH THE ABOVE, 1-3 REFER TO ARCHITECTURAL AND MECHANICAL PLANS FOR DETAILS OF CONSTRUCTION. 1-4 WHERE SECTIONS OR NOTES ARE CALLED FOR IN A CERTAIN PORTION OF THE BNLDWG, R SMALL BE DUPUCATED IN SIMILAR PORTIONS OF THE BUILDING, UNLESS NOTED OTHERWISE. 1-5 DESIGN DATA ROOF LIVE LOA0.>: GROUND SNOW LOAD : Pg . 25 PSF EXPOSURE FACTOR : Ce 1 0 THERMAL FACTOR : Ct 1.0 IMPORTANCE FACTOR : Is 1.0 TYPICAL FLAT ROOF DESIGN LOAD: Pf . . . . . 20 P5F + DRIFT MEZZANINE LIVE LOADS: RETAIL, LIGHT STORAGE 125 PSF STAIRS 100 PSF WIND LOADS BASIC WIND SPEED (3 -SECOND GUST) 85 MPH IMPORTANCE FACTOR: Iw 1 0 BUILDING CLASSIFICATION CATEGORY II WIND EXPOSURE CATEGORY c INTERNAL PRESSURE COEFFICIENT, GCpi M.WF-R S. (ALL h) HORIZ. LOADS (WALLS) VERT. LOADS (ROOF) 17 PSF 0 to h: -15 PSF > h: -9 555 OOMPONENT AND CLADDING (h<60) WINDCOF AREA: 111 5F 20 5E 50 SF 100 SF 700 5F NEG. ZONE 1 -18.1 PSF -17.5 PSF -17.0 PSF -16.5 PSF -16.5 PSF NEG. ZONE 2 -30.3 PSF -27.1 PSF -22.8 PSF -19.6 PSF -19.6 PSF NEG. ZONE 3 -45.7 PSF -37.8 555 -27.4 PSF -19.6 P55 -19.6 PSF POS. ALL ZONES +10.0 PSF +10.0 PSF +10.0 PSF +10.0 PSF +10.0 PSF WALLS WIND AREA 10 SF 50 SF 100 5F 200 SF 500 SF NEC. ZONE 4 -17.9 PSF -16.2 PSF -15.5 PSF -14.8 PSF -13.8 PSF NEG. ZONE 5 -22.1 P55 -18.7 PSF -17.2 PSF -15.7 PSF -13.8 PSF P05. ZONES 48c5 +16.5 PSF +14E PSF +14.1 PSF +13.4 PSF +12.4 PSF PARAPET WIND AREA 10 SE 100 5F g00 SF POS. INTERIOR ZONE +41.9 PSF +31.8 PSF +26.8 PSF POS. CORNER ZONE +57.4 P5F +36.5 PSF +26.8 PSF NEG. INTERIOR ZONE -29.3 PSF -24,4 P8F -20.9 PSF NEG. CORNER ZONE -33.5 PSF -26.1 PSF -20.9 PSF ± 0 18 l?D (281 ROOF '31 • PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD & AWAY FROM BUILDING SURFACES. • COMPONENT AND CLADDING LOADS MAY BE INTERPOLATED BETWEEN THE WIND AREAS. • SEE ROOF FRAMING NOTES FOR NET UPLIFT LOADS ON JOIST AND JOIST GIRDERS. • (o) = 10'-0' 0 LOW ROOF, (a) = 7'-4" 0 HIGH ROOF. 5E5 DIAGRAMS ABOVE. SEISMIC LOADS SEISMIC USE GROUP GROUP I SEISMIC DESIGN CATEGORY D Ss = 1.334, 51 = 0.459 Sds = 0.800, Sd1 = 0.734 STTE CLASS . . , , •Jf• . FO , . , , E SEISMIC FORCE RESISTING SYSTEM: EIIIUL RE -NM -RCM CONCRETE SHEAR WALLS RESPONSE MODIFICATION FACTOR DEFLECTION AMPUF1CATION FACTOR LD• A EAR =0.1 H�`� 6614K YSIS 1-6 DESIGN CRITERIA SOIL 0051014 BEARING PRESSURE 3 000 PSF GEOTECHNICAL REPORT: GEOTECHNICAL ENGINEERING STUDY PROPOSED KOHL'S DEPARTMENT STORE 17200 SDUTHCENTER PARKWAY TUKWILA, WASHINGTON. PREPARED BY: GEOTECH CONSTULTANTS, INC, PROJECT ND.: JN 04318-1 DATED: JUNE 20, 2006 CONCRETE: (NORMAL WEIGHT U.1.0.) CONVENI1ONAL COLUMN & WALL FOOTINGS, STRAP FOOTINGS . f'C = 3,000 PSI SLAB ON GRADE, ELEVATED SLAB. WALLS, GRADE BEAMS, TILT -UP PANELS ,Sc = 4,000 P5! MASONRY: (NORMAL WEIGHT U.N.O.) CONCRETE MASONRY UNITS - ASTM C-90 Em r 1,500 P51 MORTAR - ASTM C270 TYPE 5 1,850 551 GROUT, BLOCK CORE FILL 2,000 PS1 REINFORCING STEM 12 & LARGER BARS - A615-60 Fy a 60,000 PSI $2 & LARGER WELDABLE BARS - 5706-60 Fy = 60,000 P51 STRUCTURAL STEEL: ANGLE SHAPE. PLATES & CHANNELS - ASTM 536 Fy = 36,000 PSI WIDE FLANGE SHAPES - ASTM .4992 Fye 50,000 P5! HSS TUBE SHAPES - ASTM A500 GRADE B Fy = 46,000 PS! STEEL PIPE - ASTM A53 GRADE B Fy = 35.000 P51 METAL DECK Fy = 33,000 PSI FASTENING: WELDS BDLT5 ASTM 5325-50 ANCHOR BOLTS ASTM 5307 HEADED SHEAR CONNECTOR STUDS ASTM A108 EXPANSION ANCHORS KWIK-BOLT III (HILI, INC.) SCREW ANCHORS KWIK CON II (HILT, INC.) POWDER ACTUATED FASTENERS X -DNI, D5 (HILTI, INC.) EPDXY ANCHORS HIT HY150 (HILT!, INC.) 1-7 EXECUTION: CONTRACTOR TO CROSS CHECK DIMENSIONS, ELEVATIONS, SECTIONS AND 0E1A1L5 BETWEEN ARCHITECTURAL, MECHANICAL AND STRUCTURAL PLANS. STRUCTURAL ENGINEER 15 10 BE NOTIFIED OF ANY VARIANCE THAT WILL AFFECT THE STRUCTURAL FRAMING BEFORE CONTRACTOR BEGINS WORK. ALL EQUIPMENT SUPPORTS AND ANCHORAGES TO BE CROSS CHECKED WITH MANUFACTURER'S DRAWINGS. CONTRACTORS SWAU. VERIFY ALL PROFILES, HEIGHTS AND DIMENSIONS AT PROJECT SITE PRIOR TO FABRICATION OF ANY MATERIAL AND INFORM THE ENGINEER OF ANY DISCREPANCIES OR FRAMING INTERFERENCES. E70XX 1-5 SHOP DRAWINGS SHALL BE SUBMITTED BY THE GENERAL CONTRACTOR FOR APPROVAL BEFORE FABRICATION MAY PROCEED. GENERAL CONTRACTOR SHALL REVIEW AND STAMP SHOP DRAWINGS BEFORE SUBMITTAL TO ENGINEER. ALL 5140P DRAWINGS 51 -ALL CONTAIN THE ISSUE DATE INDICATED ON THE CONSTRUCTION DOCUMENTS, ALONG WITH ANY ADDENDUMS OR REVISION DATES SHOP DRAWINGS SHALL BE PRWIDED FDR TN0 FOLLOWING COMPONENTS: CONCRETE MIX DESIGNS REINFORCING 51 LLL % STRUCTURAL STEEL STEEL JOISTS AND GIRDERS COMPOSITE JOISTS INCLUDING CAMBER AND WELDED HEADED STUDS LAYOUT. . STEEL DECKING METAL FABRICATIONS COW FORMED METAL FRAMING TILT UP PANELS AND UF11NG BOOKS BASE COURSE SUBMITTAL 1-9 PROJECT CONDITIONS: ALL EXISTING BUILDING DIMENSIONS AND 00NDIT10145 MUST BE FIELD VERIFIED PRIOR TO FABRICATION. THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY EXISTING INFORMATION SUPPLIED BY THE OWNER/ARCHITECT NOR BE LIABLE FOR THOSE EXISTING CONOMONS THAT VARY FROM THE PREVIOUSLY GIVEN INFORMATION. 1-10 CONSTRUCTION LOADS 51 -ALL NOT EXCEED DESIGN WE LOADS. THE CONTRACTOR SHALL 8E RESPONSIBLE FOR ALL DESIGN REQUIRED TO SUPPORT CONSTRUCTION EQUIPMENT. SHORING AND 86-10RING IS THE RESPONSIBILITY OF THE CONTRACTOR. NO CONSTRUCTION SHALL BE PLACED 014 SLABS UNTIL SLABS HAVE ATTAINED 755 OF DESIGN STRENGTH AND 7 DAYS MINIMUM. 1-11 SUPPORT ALL ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL ITEMS FROM STRUCTURE AS DETAILED ON ARCHITECTURAL. MECHANICAL PLUMBING AND ELECTRICAL DRAWINGS AND AS INDICATED ON STRUCTURAL DETAILS. HANG ALL EQUIPMENT AND PRIMARY PIPING, LARGER THAN 2" DIAMEIEH FROM JOIST TOP CHORD AND 511, SECONDARY PIPING, DUCTWORK, ELECTRICAL AND CEILINGS MAY BE HUNG FROM JOIST BOTTOM CHORD. EARTHWORK 2-1 GEOTECHNICAL REPORT: REFER TO GEOTECHNICAL REPORT INDICATED IN DESIGN CRITERIA FOR SITE CONDITIONS, SUITABLE BEARING MATERIALS ENGINEERED FILL. BACK FILL MATERIALS. COMPACTION REQUIREMENTS AND PROJECT SPECIFICATIONS FOR EARTHWORK NOT SPECIFIED HEREIN. 2-2 EXCAVATIONS: IF EXCAVATION SHOULD IND10ATE AN ALLOWABLE SOIL BEARING CAPACITY 1CC5 THAN THE DESIGN CRITERIA' SOIL BEARING CAPACITY AT 7145 FOOTING DEPTH INDICATED ON PLANS THE OWNER / ENGINEER SHALL BE NOTIFIED IMMEDIATELY AND FOUNDATION REVISED TO MEET THIS CONOTRON. 2-3 INSPECTIONS: ALL FOOTING EXCAVATIONS SHALL BE INSPECTED BY A SOILS TESTING AGENCY PRIOR TO PLACING FOUNDATION CONCRETE OR ENGINEERED FILL NOTIFY OWNER/ENGINEER WHEN 5000101AI EXCAVATION IS REQUIRED TO REACH SUITABLE BEARING MATERIAL 2-4 SITE PREPARATION! ALL UNSUITABLE EXISTING FILL WITH LESS THAN 95% COMPACTION AND TOPSOIL SI -TALL BE EXCAVATED FRC"( BENEATH ALL FOOTINGS AHD REPLACED WITH COMPACTED STRUCTURAL FILL ALL UNSUITABLE EXISTING FILL AND TOPSOIL SHALL BE EXCAVATED FROM BENEATH ALL SLAM AND REPLACED WITH COMPACTED STRUCTURAL FILL TO FINISHED PAD ELEVATION- PROVIDE VAPOR BAIWdE7R AND 4' CRUSHED LLIAMTONE BASE COURSE, OR APPROVED EQUAL, ABOVE FINISHED PAD AND RETAIN SLAB. SEE PLAN FOR AODITL0NAL PIFORMATK)N, 2-5 BACKFILL EACH SIDE OF FOUNDATION WALLS IN EQUAL UT75 TO FINAL GRADES. UNBALANCED BACKFILL SHALL NOT BE PLACED AGAINST BUILDING WALLS UNTIL FIRST FLOOR CONSTRUCTION 15 COMPLETE. UNI ESS THE TOP OF WALLS ARE TEMPORARILY BRACED. REFER TO PLANS AND SPECIFICATIONS FOR TYPE ANO PLACING OF BACKFILL, SEE ARCHITECTURAL DRAWINGS FOR LOCATION AND EXTENT OF RIGID INSULATION TO BE W PLACE PRIOR TO BACKFILL. REINFORCED CONCRETE 3-1 REFERENCES: CONCRETE CONSTRUCTION SNAIL COMPLY WITH THE FOLLOWING STANDARDS AND AS MODIFIED HEREIN: ACI 301 "SPECIFICATIONS OF STRUCTURAL CONCRETE FOR BUILDINGS" ACI 318 'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE' AC1 117 "SPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS" ACI 315 "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES' 3-2 ALL CONCRETE SHALL BE STONE OR GRAVEL NORMAL WEIGHT CONCRETE TO TEST AS REQUIRED IN STANDARD 6" x 12' CYLINDERS AT 28 DAYS. 3-3 CALCIUM CHLORIDE SI -AU- NOT BE PERMITTED, 1409 211ALL ANY ADMIXTURE CONTAINING CALCIUM CHLORIDE BE PERMI11LU. 3-4 REINFORCING STEEL SHALL BE OF ASTM GRADE REQUIRED IN SECTION 1 WITH DEFORMATIONS COMPLYING WITH ASIA, A615 LATEST EDITION. DEFORMATIONS OR OTHER S11,6901_ ROLLED INTO BAR AT MILL SHALL CLEARLY INDICATE THE GRADE OF STEEL WELDED WIRE FABRIC ASTM A185, FLAT SHEET, ROLLED W.W.F. SHALL_ NOT BE PERMITTED. 3-5 PLACING REINFORCEMENT: INSTALL REINFORCEMENT IN ACCORDANCE WITH CRS! 'RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS" AND THE FOLLOWING MINIMUM CLEARANCES: CONCRETE CAST AGAINST AND PERMENANTLY EXPOSED TO EARTH 3' CONCRETE EXPOSED TO EARTH AND WEATHER No. 6 BAR ANO LARGER 2" CONCRETE NOT EXPOSED TO EARTH AND WEATHER OR IN CONTACT WITH GROUND No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a, BED,. a, 0I a SI ASI 2002 TAME 5-3(o) / AO 318 1222 TENSION DEVELOPMENT LENGTHS (0R 90) 3005 Psi conc. Ld PFR 5PAaN0 4550 =ER CAST CASE CJg2 BAR TOP OTHER TOP ORDER 5I25 AAs BARS 55 EARS 43 22 17 32 25 44 29 22 43 33 45 36 29 54 41 46 43 33 04 50 57 63 48 94 72 48 72 55 107 82 f5 81 62 121 93 410 91 70 136 106 All 101 78 151 116 C1• TED Did 2:a2 TABLE 5-3(6) / AP 310 1222 5 - 3000 P51 CONC): TENSION DEVELOPMENT LENGTHS (r71 60) 4500 PS 001x: Ld Pal 015290 ARO COVER CASE CASE 1 CASE 2 am TOP 01153 TOP OTHER 55 9435 ams Bus nnas 43 19 15 28 22 44 25 19 37 29 45 31 24 47 30 40 37 29 56 43 17 54 42 81 63 48 62 48 93 71 49 70 54 105 81 410 7961 93 118 91 411 87 67 131 101 . 16SE 1 - Bouts & 101814163 CONCRETE COVER 2IA4 BAH SPAMIG 2 3d0 ANO NRH 5718169 OR 116 115 7.1121 t15 Ld NOT 1E55 Te/6 RLE CINE LIMOS OTHER SELLERS CONCRETE Ga5ER < 5 & 0.-4 905 5140445 2 36 • CASE Z BEANS & 034.1306: =METE 01111 db 11159 LE 455 CC/CRETE COYR <45 OR 4 SPACIR6 1 3d, CRS 2002 TAMP 5-40) / AO 318 1222 TENSION LAP SPLICE LENGTHS (06 m) 3(100 FSI ca4c LIP Ii16111 PER SPA= ANO MEP 545E CASE 1 CASE 5428 5 cm 2 BAR L P TOP cm -ER TOP OBER 5 GAS ams 95116 ems SARs 43 H 2B 22 42 32 44 9 37 29 56 43 45 8 47 36 71) 54 46 a 58 43 84 04 47 B 81 83 121 94 48 8 93 72 139 107 49 9 105 81 157 121 410 a 118 91 177 136 511 8 131 101 196 151 055 2032 148E 5-4(5) / AO 318 1252 TENSION LAP SPLICE LENGTHS (a9 60) .500 Ps COAG LIP LOCM PER 5741250 ANO STAR 105E CASE 1 CASE BAR LAP TOP 0nem TSP on -En sra CLAS% Bus 9455 ams 19115 4a a 24 19 3B 111 44 B 32 25 48 37 45 8 40 31 60 47 46 B 48 37 72 5e 47 s 70 54 106 81 48 s s0 62 121 93 49 B 91 70 135 105 410 s 102 79 153 119 411 8 113 57 170 131 - CASE 1 - SEMIS 5 =AM 10483 ETE 10VER 2 di s, -<. 800 SPN91a 2 244 A00 7 10TH 5191/305 OR T6 11801040.15 Ld NOT 1510 THAN 114200515 11154N(` OMER M000<5 0101CTk15 COVoe < 9, 5 a. -0, 810 SPAL910 2 kb • CA5E 2 - 5E44 & 51.IA611 CO445051E 0550 0 is. o. -p, BAR SPAc01G < 240 '�. �_f ,` /,--, OTHER 09401 W : NCRLIE COVER a db OR C -e. FAR SPAa1C a 3d6 /'- -•- 3-1 TERMIN E NON -CONT OUS BARS WITH A STANDARD HOOK IN ACCORDANCE WITH ACI IF DEVELOPMENT LENGTH CANNOT BE OBTAINED, 3-15 WHERE REINFORCING 15 CALLED 109 IN A CERTAIN PORTION OF THE BUILDING. IT SHALL BE DUPLICATED IN SIMILAR PORTIONS OF THE BUILDING, UNLESS OTHERWISE SHOWN. 3-16 OPENINGS SHALL NOT BE PROVIDED IN ELEVATED SLABS. BEAMS, COLUMNS, 0R WALLS UNLESS SHOWN ON THE STRUCTURAL DRAWINGS OR APPROVED IN WRITING PRIOR TO PLACING CONCRETE CUTTING HOLES THROUGH BEMIS OR COLUMNS SHALL NOT BE PERMITTED. 3-17 SLABS ON GRADE MAY BE POURED AS A CONTINUOUS SCREEDED POUR WITH SAW CUT CONTROL JOINTS AT SPACING AND LOCATION AS SHOWN ON PROJECT DRAWINGS. SAW CUTS TO BE MADE WITHIN 6 HOURS OF POUR. 3-18 ALL CONCRETE ACCESSORIES SUCH A5 CHAIRS, TIES, ETC., THAT COME IN CONTACT WITH FORMWORK ON EXPOSED CONCRETE SHALL BE GALVANIZED OR PLASTIC COATED. 3-19 PROVIDE BOND BREAKER MATERIAL WHERE SLABS ABUT WALLS, COLUMNS AND OTHER VERTICAL SURFACES. 3-20 SET ADJUSTABLE SCREEDS AT SUPPOKI6) SLABS TO APPROVED FINISHED SLAB ELEVATION AT SUPPORTS AND TO MINIMUM SLAB THICKNESS AT MID -SPAN OF CAMBERED JOISTS. AS CONCRETE 15 PLACED, ADJUST SCREEDS, 135 TRANSIT LEVEL TO PRODUCE A FINISHED CONCRETE SURFACE THAT 15 FLAT (BUT NOT NECESSARILY LEVEL) BETWEEN SUPPORTS AND 0410-5PAN CONTROL POINTS. 3-21 PROVIDE CONSTRUCTION JOINTS IN ALL FOOTING AND WALLS IN ACCORDANCE WITH ACA 318. ALL HORIZONTAL REINFORCING SHALL BE CONTINUOUS THROUGH 501141 AND LAPPED, SEE NOTE 3-13. STRUCTURAL AND M150. STEEL 4-1 REFERENCES: STRUCTURAL REEL CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING STANDARDS AND AS MODIFIED HEREIN: A150 - -SPECIFICATIONS FOR THE DESIGN, FABRICATION AND 05505ON OP STRUCTURAL STEEL FOR BUILDINGS". AWS - "STRUCTURAL WELDING CODE - STEEL' SSPC - "STEEL STRUCTURES PAINTING MANUAL', VOLUME 1 AND 2. 4-2 STRUC1JRAL STEEL TO BE STRENGTH SPECIFIED. ALL FIELD CONNECTIONS FOR MAIN MENDERS SHALL. BE MADE WITH HIGH STRENGTH BOLTS A5 SPECIFIED AI0 SHALL BE DESIGNED FOR ONE-HALF THE TOTAL CAPACITY OF THE BEAM FOR THE SIZE AND SPAN INDICATED. THE MINIMUM WAGER OF BOLTS IN BOLTED CONNECTIONS SHALL 95 2. FIELD WELDING IN LIEU OF BOLTS TO BE USED ONLY WITH APPROVAL OF ENGINEER. SECONDARY AND BRACING MEMBERS MAY BE CONNECTED BY STANDARD UNFINISHED 80LT5. FIELD SPLICES FOR CONTINUOUS BEAMS TO BE AS INDICATED ON PLANS. 4-3 STEEL BEAMS SHALL BEAR A MINIMUM OF 8" ON MASONRY, UNLESS NOTED OTHERWISE. 4-4 STEEL CONTRACTOR TO PUNCH HOLES IN STEEL MEMBERS FOR ARCHITECTURAL CONNECTIONS. REFER TO ARCHITECTURAL PLANS. 4-5 PAINT FOR ALL STRUCTURAL STEEL - SEE SPECIFICATIONS. 4-6 PROVIDE AND MAINTAIN CROSS BRACING OF ALL STRUCTURAL 51LLL ERECTION UNTIL STRUCTURAL WORK IS SECURELY INCORPORATED INTO CONSTRUCTION TO ENSURE PLUMB AND SQUARE ALIGNMENT. 4-7 ALL ROOF OPENINGS TO HAVE L 3x3x1/4 ANGLE FRAME, UNLESS NOTED OTHERWISE. 4-8 ALL MEZZANINE OPENINGS TO HAVE L 4x301/4 ANGLE FRAME UNLESS NOTED OTHERWISE. 4-9 ALL FEUD WELDING SHAH BE PERFORMED BY A CERTIFIED WELDER 4-10 ALL FIELD WELDS LONGER THAN 4' SHALL BE SKIP WELDED IN 4- INCREMENTS UNTIL SPECIFIED WELD LENGTH 15 ACHIEVED. 4-11 FOR STAIRS, TREADS, RSIUNGS AND SLEEVES FOR SAME, SEE ARCHITECTURAL AND STRUCTURAL PLANS. HELD MEASURE PRIOR TO FABRICATION. 4-12 ALL WELDED HEADED SND5 SHALL 8E GUN WELDED AND INSPECT IN ACCORDANCE WITH AWS 01.1 SEC. 7.6 THRU 7.7. METAL DECKING 5-1 REFERENCES: STEEL DECK CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING STANDARDS AND AS MODIFIED HEREIN: SDI "DESIGN MANUAL FOR COMPOSITE DECKS, FORM DECKS. ROOF DECKS, CELLULAR METAL FLOOR DECK AND ELECTRICAL DISTRIBUTION". SDI SPECIFICATION AND COMMENTARY FOR STEEL ROOF DECK'. 5-2 ROOF DECK COMPLY WITH SDI 'ROOF DECK SPECIFICATIONS", OF METAL THICKNESS, WIDTH AND DEPTH INDICATED ON PLAN SHEETS. PROVIDE PRIME PAINTED FINISH. MINIMUM SECTION PROPERTIES: GAUGE THICKNESS M OF INERTIA S top 5 bottom 22 GA 0.0295 in 0.189 in-4/ft 0.186 in-3/ft 0.192 in-3/ft 20 GA 0.0358 in 0.212 in-4/ft 0.234 !n"3/ft 0.247 in-3/ft 18 GA 0.0474 in 0.292 in-4/ft 0.318 in -3/R 0.327 in-3/ft 5-3 FLOOR DECK: COMPLY WITH SDI "COMPOSITE FLOOR DECK SPECIFICATION," OF METAL THICKNESS. WIDTH & DEPTH INDICATED. PROVIDE GALVANIZED 0-60 FINIISH, MINIMUM SECTION PROPERTIES: GAUGE THICKNESS MOF INERTIA 5 toQ 5 bottom 22 GA 0.0295 in 0.182 in"4/k 0.178 In 3/ft 0.186 in-3/ft 5-4 MANUFACTURERS: SEE SPECIFICATIONS 5-5 P150E DECK UNITS AND SECURE TO FRAMING BY MECHANICAL FASTENERS OR WELDING TO SUPPORTS AS INDICATED ON PLAN, MECHANICAL FASTENERS TO BE ONE OF THE FOLLOWING: HILT1 STEEL DECK DIAPHRAGM FASTENERS PNUEUTEK, INC. FASTENER SYSTEM 5-6 SECURE ROOF DECK UNITS AT 51DELAP5 AND FASTEN 211051 P5 WITH SELF -DRILLING SCREWS, VERCO 'PUNCHLOCK", VER00 51DELA1 CONNECTION. "PUNCHLOK" OR WELDS BETWEEN JOISTS A5 INDICATED ON PLAN, ALTERNATE FASTENING SHALL BE SUBM11 LEU FOR APPROVAL STEEL JOIST 6-1 815514 NCE5: STEEL JOIST CONSTRUCTION SHALL COMPLY WRH THE FOLLOWING STANDARDS AND AS MODIFIED HEREIN: 5JI "STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOIST 5 -SERIES" SA "STANDARD SPECIFICATIONS FOR JOIST GIRDERS" SJI "RECOMMENDED CODE OF STANDARD PRACTICE FOR STEEL JCLST AND JOIST GIRDERS' 6-2 ALL STEEL USED FOR JOIST FABRICATION TO BE IN ACCORDANCE WITH SII SPECIFICATIONS FOR TYPE OF JOISTS SPECIFIED ON PLANS. PROVIDE JOIST ANCHORS, BRIDGING PLATES. ETC. IN ACCORDANCE WITH 5JI SPECIFICATIONS. UNLESS OTHERWISE SHOWN. FIELD WELD JOISTS TO WALL ANGLE5, BEARING PLATES AND SUPPORTING STEEL BEAMS PER SII SPECIFICATIONS. U.N.O. 6-3 STEEL JOISTS SHALL BE DESIGNED FOR THE NET UPLIFT FORCES INDICATED 114 THE DESIGN LOADS. 6-4 NO HOLES TO BE DRILLED THROUGH CHORD MEMBERS OR OTHERWISE THAT WOULD REDUCE MEMBER SECTIONS. 6-5 BRIDGING SIZE & SPACING TO COMPLY WITH SO SPECIFICATIONS. WHERE UPLIFT FORCES EXCEED THE ROOF TYPE DEAD LOAD, ADDITIONAL BRIDGING SHALL BE PROVIDED TO SUR UPLIFT REQUIREMENTS. 6-6 ALL JOISTS & JOIST ORDERS FRAMING ON CENTERLINE OR NEAREST TO CENTERLINE OF COLUMNS SHALL HAVE SEAT ATTACHED WITH 2 BOLTS AND HAVE FULL BOTTOM CHORD EXTENSIONS TO STABILIZER PLATE. 6-7 PAINT FOR ALL JOISTS - SEE SPECIFICATIONS. 6-8 COMPOSITE JOISTS TO BE DESIGNED BY JOIST MANUFACTURER FOR LOADS INDICATED ON DRAWINGS AND A TEMPORARY CONSTRUCTION LIVE LOAD OF 20 PSE. 6-9 COMPOSITE JOISTS SHALL BE DESIGNED FOR A MAXIMUM LIVE LOAD DEFLECTION OF 1/360 AND CAMBERED FOR 100% OF THE NON -COMPOSITE DEAD LOAD. STUD QUANTITY SHALL BE DESIGNED TO DEVELOP THE DESIGN MOMENT ONLY, NOT NECESSARILY THE FULL MOMENT CAPACITY OF THE BOTTOM CHORD. STUD QUANTITY OPTIMIZED AND INDICATED TO THE GENERAL CONTRACTOR AT TIME OF BID. CAMBER AND STUD LAYOUT TO INDICATED ON SHOP DRAWINGS AND TO BE VERIFIED AND INSPECTED PRIOR TO POURING SLAB. TILT -UP WALL PANELS 7-1 ALL VERTICAL REINFORCEMENT SHALL. 8E LOCATED AT THE CENTER OF THE CONCRETE PANELS, AND Al HORIZONTAL REINFORCEMENT SHALL BE TIED TO THE OUTSIDE FACE OF THE VERTICAL REINFORCEMENT, UNLESS NOTED OTHERWISE. 7-2 ALL EXTERIOR PANELS SHALL BE OF TI -15 THICKNESS NOTED ON THE DRAWINGS. TYPICAL PANEL REINFORCING SHALL 9E A5 NOTED ON THE DRAWINGS AND DETAILS. 7-3 LIFTING INSLKIS AND REINFORCING IN THE PANEL AS REQUIRED FOR ERECTION SHALL BE DESIGNED BY REGISTERED ENGINEER. REINFORCING SHOWN ON THESE DOCUMENTS HAS BEEN DESIGNED FOR FINAL IN-PLACE LOAD CONDITIONS ONLY. 7-4 ALL INSERTS, BRACES. S501400ACKS AND 011-1011 REQUIRED LIFTING ACCESSORIES SHALL BE FURNISHED AND INSTALLED 8Y THE CONTRACTOR, LDCATDN5 AND SIZES OF INSERTS, BRACES OR STRONGBACKS SHALL BE DESIGNED BY A REGISTERED ENGINEER TO PREVENT CRACKING DUE TO ERECTION STRESSES. SHOULD PROPER INSERTS OR BRACES NOT BE PROVIDED TO MEET THE ABOVE CRITERIA. THE CONTRACTOR SHALL. BE RESPONSIBLE FOR PROVIDING SPECIAL REINFORCING. AS MAY 50 REQUIRED. TO PREVENT FLEXURAL CRACKS FROM OCCURRING IN THE PANELS DURING LIFTING AND HANDLING OPERATIONS. 7-5 CONCRETE FOR TILT -UP WALL PANELS SHALL HAVE REACHED A SUFFICIENT COMPRESSIVE STRENGTH AT THE TIME OF ERECTION TO WITHSTAND ALL LOADS ASSOCIATED WITH LIFTING AND ERECTION. 7-6 PANELS SHALL BE BRACED SECURELY IN THE ERECTED POSITION UNTIL THEY CAN BE PERMANENTLY ANCHORED AT THE FLOORS AND ROOF. THE ROOF STRUCTURE AND DECK SHALL BE COMPLETELY INSTALLED AND THE ADJOINING FLOOR SHALL BE POURED AND CURED FOR A MINIMUM OF 7 DAYS BEFORE PANEL BRACES ARE REMOVED. 7-7 REFERENCE ARCHITECTURAL DRAWINGS FOR 51.1 PANEL FINISHES AND REVEALS. 7-8 ALL EMBED RATES SHALL BE LOCATED IN ACCORDANCE WITH ROOF AND FLOOR ELEVATIONS ANO DETAILED A5 INDICATED AND A5 SHOWN ON THE PANEL SHOP DRAWINGS. 7-9 ANCHORS AND INSERTS: PROVIDE INSERTS, DOWELS, SOLUS, NUTS, WASHERS AND OTHER ITEMS SHOWN TO 8E CAST IN PANELS OR REQUIRED FOR CONNECTING PANELS TO ADJACENT WORK AS INDICATED ON DRAWINGS. COLD FORMED METAL FRAMING 8-1 RE-ENENCE5: ALL COLD FORMED METAL FRAMING MEMBERS SHALL BE DESIGNEE AN AND CONSTRUCTED IN ACCORDANCE WITH TME FOLLOWING STANDARDS AND AS MODIFIED HEREIN: 5551 - "SPECIFICATION FOR THE DESIGN OF COLD -FORMED STRUCTURAL MEM AWS - 01.3 "STRUCTURAL WELDING CODE -SHEET STEEL", 8-2 ALL STUDS AND ACCESSORIES SHALL BE OF THE TYPE. SEE. SHOWN ON THE DRAWINGS. MINIMUM SECTION PROPERTIES: SIZE FLANGE GAUGE THICKNESS AREA 2 1/2" 1 5/8' 18 GA 0.0451 in 0.289 in -2 3 5/8" 1 5/5" 18 GA 0.0451 in 0.340 In -2 3 5(8' 1 5/8" 16 GA. 0.0566 in 0.422 in"2 6 1 5/8" 18 CA 0.0451 in 0.447 in -2 6' 1 5/8" 16 GA 0.0566 In 0.556 in -2 8" 1 3/8' 18 GA 0.0451 in 0.537 in -2 8" 1 5/8" 16 CA 0.0566 in 0.670 in -2 8" 2 1/2" 14 GA. 0.0713 in 0.978 in -2 8" 2 1/2" 12 GA. 0.1017 In 1.372 in -2 GAUGE AND SPACING CENTERLINE OF PARTITION CUT & BEND SND WEB & FLANGES 3 5/8-x1 5/8" - 20 GA CONT. STUD 0 110 -SPAN OF BRACE w/ 2 110.12 SIDS EA BRACE 3 5/8'x1 5/8" - 20 CA BRACE 0 8'-0" o/c ALTERNATE DIRECTION w/ 2 110-12 5O5 EA. END CEILING GRID MAIN TEE OR CROSS TEE SEE ARCH. 3 5/8' - 25 GA. MIN. METAL STUDS 5' 24" a/c MAX, 0 INTERIOR PARTITIONS _ DOUBLE 3 5/8" - 25 GA MIN. STANDARD METAL STUDS 24" 5/c MAX. 12 STANDARD WALLS w/ MATCHING GA TRACK TOP & BOT. SEE ARCH. FOR CEILING SUPPORT REQUIREMENTS 9 D% 9 3 5/8"x1 1/4" - 20 GA TRACK w/ 1 #10-12 505 ® 24' a/c OR 2 #10-12 SOS 0 48" o/c THROUGH CEILING TILE TO TRACK BELOW ACOUSTICAL CEILING TILES SEE ARCH. ATTACH TOP OF PARTTTON TO -"� CEILING GRID w/ 1 110-12 SOS 0 24" o/c OR 2 110-12 SOS 51 48" o/c SHELVES 0 STANDARD WALLS ONLY (1) 0.145"0 PDF O 32" 0/6 (1) 16-12 SDS EA SIDE TRACK TO SND TYP_ T&B GYP. HOARD SEE ARCH. FLOOR SLAB SEE PLAN 5EE SHEET PPI FOR LOCATIONS AND ADDITIONAL INFORMATION (9 La CEILING GRID MAIN TEE OR CROSS TEE SEE ARCH. EXTERIOR STRUCTURAL WALL DOUBLE 3 5/8' - 25 GA MIN. STANDARD STUDS 0 24' o/c MAX. w/ MATCHING GA TRACK TOP & 80TT. (1) 0.145'0 PDF ® 32" 0/0 (1) 16-12 SOS EA SIDE TRACK TO SILO TIP. T&B 1'-8" SEE ARCH. FOR CEIUNG SUPPORT REQUIREMENTS LT. GA CUP ANGLE 0 48" o/c w/ 2 110-12 SDS TO TOP TRACK & 2 - 3/16"0 SCREW ANCH. TO EXTERIOR STRUCTURAL WALL ACOUSTICAL CEILING TILES SEE ARCH. LT. CA CUP ANGLE 0 48" o/c w/ 2 110-12 SETS TO COM. BRIDGING CHANNEL & 2 - 3/16"0 SCREW ANCH. TO EXTERIOR STRUCTURAL WALL 5' MIDNEIGFIT 5 GYP. BOARD SEE ARCH. FLOOR SLAB SEE PLAN SEE SHEET 551 FOR LOCATIONS AND ADDITIONAL INFORMATION 1.1 x U ce a N NON-STRUCTURAL INTERIOR PARTITION / STANDARD WALL TU_SO-1.dwg 101/25/05 15CALE 3/4' = 1'-0" 5 NON-STRUCTURAL STANDARD WALL TU_SO-1.dwg 101/25/05 I SCALE: 3/4" = 1'- ANCH. TRACK w/ 1 110-12 565 0 12' o/c 3 5/8-x1 5/8' - 20 GA MIN. MTL STUDS 51 24" o/c MAX. w/ 2 110-12 SDS EA END ACOU R11pM CODS 8 54 2,'EV LIGHT FIXTURE SEE ELECTRICAL ROOF DECK 5EE PLAN CUT & BEND STUD WEB 3 5/0'x1 5/B" - 20 GA. BRACE 51 48" o/c MAX. w/ 2 110-12 SOS 55. END ACOUSTICAL_ CEILING TRE5 SEE ARCH. 0.302 in-4/ft 0.240 " "3/ft 0.710 in-4/ft 0.873 in-4/ft 2.316 in-4/ft 2.860 in-4/ft 4.633 in-4/ft 5.736 in-4/ft 9.261 in-4/ft 12.789 in-4/ft 0.389 I "3/0 0.928 i 3/11 1.158 ��1�L�_ 0.767 in13/ft A iA C 0.927 1n'-3/ft {„? in 3/ft 1.397� in 3/ l A• 2,003 in , /ft n 3.053 I ft w 6-3 ALL STRUCTURAL MEMBERS SHALL- BE DESIGNED IN ACCORDANCE WITH AMERICAN IRON AND ` 5 • 5I LLI INSTTTUT'E (A151) 'SPECIFICATION FOR THE DESIGN OF COLD -FORMED STRUCTURAL MEMBERS". LATEST 5055054. 8-4 ALL FRAMING MEMBERS SHALL BE FORMED FROM GALVANIZE 060 0R 090 STEEL ASTM - A924, 50 KSI FOR STUDS, 16 GA Ae HEAVIER, 33 K51 FOR 18 GA & UGHTER. 8-5 PREFABRICATED PANELS SI15W_ BE SQUARE, WITH COMPONENTS ATTACHED IN A MANNER AS TO CORRESPONDING TO THE REQUIREMENTS OF ASDA A446, WMTH A MINIMUM YIELD STRENGTH OF PREVENT RACKING AND TO MINIMIZE DISTORTION WHILE UFTING. 8-6 ALL FRAMING COMPONENTS SHALL BE CUT SQUARELY FOR ATTACHMENT TO PERPENDICULAR MEMBERS. OR AS REQUIRED FOR AN ANGULAR HT AGAINST ABUTTING MEMBERS. 5EE SHEET RC1 FOR LOCATIONS AND ADOIRONAL INFORMATION ADD (2) 3 5/8-x1 5/5" - 20 GA. EA. FULL HT VERT. SRA) & (1) 3 5/8'x1 5/5" - 20 GA BRACE 0 MID5PAN OF SPANER01, w/ 2 110-12 505 EA. END SEE ARCH. FOR CEIUNG SUPPORT REQUIREMENTS 02LING GRID MAIN TEE DR CROSS TEE SEE ARCH. LT. GA CLIP ANGLE 48" o/c w/ 2 /10-12 505 TO TOP TRACK & 2 - 3/16'9 SCREW ANCH. TO EXTERIOR STRUCTURAL WALL ATTACH TOP OF PARTITION TO CSUNG GRID w/ 1 110-12 505 51 24' o/c OR 2 110-12 505 / 048' o/c CUT & BEND STUD FLANGE SEg LARCH. II -+H 71 II II II DOUBLE 3 5/8" - 25 GA STANDARD S1JD5 0 28" o/c k ALTERNATE 3 5/8" - 25 GA 5551. ST1505 0 28" 5/c w/ MATCHING GA TRACK TOP & BOT. (1) 16-12 505 EA. SIDE TRACK TO STUD EYP. 1268 EXTERIOR STRUCTURAL WALL (1) 0.145'8 PDF 51 32' o/c ROOF DECK, SEE PLAN PROVIDE ADD'L 12 GA. HGR. WIRE 0 4'-0' TO STRUCTURE ABOVE & TO CDG. GRID TRACK BELOW 110-12 5515 0 12" o/c 35/8'- 25 GA TRACK CONT.. BREAK 0 FULL HEGFR STUDS ACOUSTICAL C4UNG TILES SEE ARCH. 3 5/8" - 25 GA. METAL SUDS 0 24" o/c w/ MATCHING CONT. TRACK T&B BREAK TOP TRACK 12 FULL HEGER 571105 SCREW Ist STUD TO FULL HEIGHT SND BEYOND w/ 3 110-12 505 3 5/8' - 25 CA CONT. STUD w/ 16 0 24" 0/6 EA UP TO TRACK LT. CA CLIP ANGLE 0 48" o/c w/ 2 110-12 505 TO CONT. BRIDGING CHANNEL & 2 - 3/16'a SCREW ANCH, TO EXTERIOR 5TRUCNRAL WALL 0 MIDHT. 3 5/8' - 25 CA METAL STUDS 0 24" o/c MAIC BEYOND, SEE DTI_ 5 FLOOR SLAB 5EE, PLAN SEE 5-IEEI 551 FOR LOCATIONS ANO ADDITIONAL INFORMATION • DETAIL 5114. 0 INTERIOR WALL JEWELRY SOFFIT DETAIL T11_50-1.dwg 101/25/05 15CALE 3/4" = HEADER FRAMING DETAIL 111-50-1.dwg 1 02/09/06 1 SCARE 3/4" _ 1'- 3 5/8'01 5/e" - 20 GA TRACK w/ 1 110-12 505 0 12" 9/0 8-7 INSULATION EQUAL TO THAT SPECIFIED ELSEWHERE SHALL BE PROVIDED IN ALL 00118150 JAMB SNDS AND DOUBLED HEADERS NOT ACCESSIBLE TO INSULATION CONTRACTORS. 8-8 FASTENING OF COMPONENTS SHALL BE BY WELDING OR SCREW CONNECTIONS WIRE TYING OF COMPONENTS SHALL NOT BE PERMITTED. MINIMUM CONNECTION SHALL HE 4 110-12 04DIUM PLATED SCREWS DR EOUIVELENT WELDS UNLESS NOTED OTHERWISE ALL WELDS SHALL BE TOUCHED UP WITH ZINC -RICH PAINT, JOIST SEE PLAN 8-9 RUNNERS SHALL BE SECURELY ANCHORED TO THE SUPPORTING STRUCTURE, PROVIDE ADDITIONAL DEEP LEG RUNNER WHERE FULL HEIGHT STUD ABUTS THE BOTTOM OF STRUCTURE PROVIDE VERTICAL SLIDE CLIP AT CONTINUOUS EXTERIOR STUDS. 8-10 COMPLETE, UNIFORM, A40 LEVEL BEARING SUPPORT SHALL BE PROVIDED FOR THE BOTTOM RUNNER. 8-11 ABUTTING LENGTHS OF RUNNER 51-1ALL EACH BE SECURELY ANCHORED TO A COMMON STRUCTURAL ELEMENT. AND BUTT -WELDED. 8-12 STUDS SHALL BE PLUMBED, ALIGNED AND SECURELY ATTACHED TO FLANGES OF BOTH UPPER AND LOWER RUNNERS. 8-13 FRAMING OF WALL OPENINGS SHALL INCLUDE HEADERS AND SUPPORTING STUDS. 8-14 TEMPORARY BRACING, WHERE REQUIRED, SHALL BE PROVIDED UNTIL ERECTION I5 COMPLETED. 8-15 RESISTANCE TO BENDING AND ROTATION ABOUT THE MINOR AXIS SHALL BE PROVIDED BY GYPSUM BOARD AND GYPSUM SHEATHING ON EACH FACE PER ALS1 SPECIFICATION, SEC. 5.1 0R HORIZONTAL STRAP OR COLD-5011Fn CHANNEL BRACING AT 5'-0" o/c MAX. 8-15 DIAGONALLY BRACE STUD WALLS FOR FRAME STABILITY AND LATERAL LOAD RESISTANCE, 8-17 SPLICES IN STUDS SHALL NOT BE PERMITTED. ANCHORAGE 9-1 ALL FIELD INSTALLED EXPANSION AND EPDXY ANCHORS SHALL BE APPROVED FOR THE TYPE AND INSTALLATION. FOR R5 APPUCA11014, AND MATERIALS 9-2 MINIMUM ANCHOR EMBEDMENT, EDGE DISTANCE AND MINIMUM SPACING ARE AS FOLLOWS U.N_0„ EXPANSION ANCHORS: BOLT DIAMEI EL( (d) 1/4"d 3/8"0 1/2"0 5/8"d 3/4"0 1"8 EMBEDMENT 2" 2 1/2" 3 1/2" 4" 4 3/4 6" MINIMUM EDGE DISTANCE 3 1/2" 5 6 314" 8 114' 9 3/4" 13 1/2" MINIMUM SPACING 4 5" 7 8 9 1/2" 12 POWDER ACTUATED FASTENERS: SHANK DIAMEL5 (5) 0.145"0 0.177"0 EMBEDMENT 1 1/2" 1 7/16' MINIMUM EDGE DISTANCE 2" 2" MINIMUM SPACING 3' 3' SPECIAL INSPECTION 10-1 SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH BC CHAPTER 17. 10-2 PROVIOI UCTURAL INSPECTION FOR THE FOLLOWING ITEMS: PERIODIC INSPECTION CONTINUOUS I145PECTI0 EARTHWORK ANCHOR BOLTS CONCRETE PLACEMENT REINFORCING STEEL . , . , FABRICATION AND ERECTION OF STRUCTURAL STESL , , ERECTION OF STEEL_ JOISTS AND GIRDERS HIGH-STRENGTH BOLTS (TYPICAL) HIGH-STRENGTH BOLTS ((SUP CRITICAL) . _ . , , FIELD WELDING OF SPECIAL TIE PLATES & WELDS > 5/16" . FIELD WELDING OF STRUCTURAL STEEL TO LIGHT GAUGE STEEL . EXPANSION BOLTS FASTENING OF METAL DECK WELDED HEADED SUDS COMPOSITE JOIST CAMBER SUSPENDED CAUNG SYSTEM X X X 7 X DEFERRED STRUCTURAL SUBMITTALS 11-1 THE FOLLOWING STRUCTURAL COMPONENTS ARE TO BE DESIGNED AND SUBMIIIEI) BY OTHERS FOR APPROVAL BY ENGINEER W ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS: ROOF JOISTS AND COMPOSITE FLOOR JOISTS . X STOREFRONT FRAMING, ACCESSORIES AND CONNECTION TO STRUCTURE APPAREL RETRIEVAL SYSTEM UGH)' GAUGE TRUSSES ......... TILT -UP PANEL TEMPORARY LIFTING AND BRACING DESIGN , , , , , . , , 0 FIREPROOFING 12-1 STEEL FIREPROOFING IS NOT REQUIRED, 3$g ROOF DECK SEE PLAN U 3 5/e"x1 5/8" - 20 GA MTL STUDS 51 24" 9/5 MAX. SCREW BOT TRACK TO DBL STUD w/1 110-12 505 C 24 o/0 ACOUSTICAL CEILING SIE ARCH_ 3 5/8"x1 5/8' DBL MIL SCREW 51 24' AFTER BLK'G IS - 20 GA TND TOE o/c MAX. 145TALLED 2x4 BLKG. SCREW BTWN. SND5 CUT & BEND STU0 WEB & FLANGES 3 5/8"x1 5/8" 20 GA BRACE 0 48' o/c MAX ww// 2 110-12 50S END SORER FRAMING: 3 5/8"x1 5/8" - 20 GA MTI_ CLG STUDS 12 24" o/c MAX. & 3 5/8"x1 5/8" 20 GA MTL STUD HEADER 0 12'-0" 0/c MAX.. SCREW TO CLG. STUDS & ENDWALL w/ 2 110-12 505 & HANG FROM 551, ABOVE 0 5-0' o/c r c ALTERNATE SOFFIT FRAMING: HEAVY DUN DRYWALL SUSPENSION SYSTEM w/ 1 1/2" HIGH x 1 1/2" WIDE MAIN TEES 0 4'-0" o c& 1 1/2' HIGH x 15/16" WIDE CROSS 1'185 0 2'-0" o/c. SCREW TO END WALL w/ 2 110-12 505 41 16" 0/6 & HANG ROM J5T, ABOVE 4'-O" o/c MAX. Uw N GLASS WALL „v.-GLASS SEE ARCH. , 3 i 5=71 ^F 3t::5ss%$2% GLASS WALL SOFFIT DETAIL TU_50-1.dwg 1 01 /25/05 I CALF: 3/4' = 1' - ROOF DECK SEE PLAN ACOUSTICAL CEILING BEYOND ACOUSTICAL CEILING SEE ARCH. 3 5/8" STUD BEYOND, MATCHING TRACK w/ 16 SCREW EA. LEG d( 110-12 505 51 12" o/c INTO DECK LT. GA. CUP ANGLE w/ (2) 0.145'0 PDF 0 2 110-12 505 SLAB. SEE PLAN FIN_ FL JOIST & BEAM 5EE PLAN ACOUSTICAL CEIUNG SEE ARCH. 3 5/e" - 20 GA. METAL STUD 42 24' 0/0 FL005 SLAB SEE PLAN SERVICE DESK FRAMING DETAIL TU_SG-1.5484 02/09/00 I SCALE 3/4" = CENTERUNE OF PARTITION a CONC. SLAB OVER COMP. DECK 5EE PLAN ANCH05 DEEP LEG SLIP TRACK TO B.O. FLOOR DECK w/ 0.145'0 PDF 51 24' o/c DO NCR SCREW DEEP LEG TRACK TO STUD TOP TRACK 3 5/8' - 25 CA MIN. MIL, STUDS 0 24" o/c MAX. w/ MATCHING GA TRACK TOP & 80T. (1) 0.145'0 PDF 0 32" o/c (1) 16-12 5D5 EA SIDE TRACK TO STUD TIP, T&8 ACOUSTICAL CEILING TILES SEE ARCH. �' • ?EE ARCH, SILL I U N 1 rl M i SLAB EE PLAN 1 n ry�.;a; j I^ 1111:1:1 fit] � KOHL'S - TUKWILA, WA 17200 SOUTHCE TIER PARKWAY TUKWILA. WA 98188 DEVELOPED BY: KOHL'S DEPARTMENT STORES; INC. N56 W17000 RIDC WOOD DRIVE MENOMONEE FALLS, WISCONSIN 53051 TEL (262) 703-7000 FAX (262) 708-7105 11152 ABBREVIATIONS AB Ardwr Ebb Dol AdLeso d 4115 Ahem Rilted eider AAK= Nral A AHCH der 4451e5Wr61 B/L Bat OLEG BOFBO 45151 208 stall 111 u CIH 06.1 Ca Ca1C COM C19 a FT CYR Ci 001 DLL 110 ENO. EF o: EF EFS EL EJ Ev E5OM ES E41DOT 09 SEE SHEET PP1 FOR LOCATIONS AND ADDITIONAL INFORMATION NON-STRUCTURAL INTERIOR PARTITION Brick Lake kod Bern Bohlen ,aca 4 BRE area Ed a im Etrulder; Boom me= d Rain Barra d Sed Bogan Botta, R Wei Pie Brain Eamon Camber Cm (adh j d Cad N Mao GM= 3.1T 55Aarke Carp Cert Wmrry 108 Cob= Canaan care:6.N x48155 Cabs PF; Ceder Coro Feet Corm Cubic Twee ameba Dieerres ID Lwd Med Do4G.rb 8,d4Yc E5E Mad* End Edd, Four Ext hail Fro Sri= 4454 E•tendm 3611 Roe] Ell4 Eoch Selo Eocb hay Scialing Exstisko Warr Bard Darin Star Contanehr Ca Swan O28 dcan Twxita Sires Slew an. rxaaDm Fare (a) Floe Foordada 505 54 Coat. 95 FON FTFY For* 01 Maar/ Fled SPA Fete 4 Not Feat Int Foo0rg Aka Fdd verify G ted= 41• • C sc Cela*54 Campcm GM EM 6055 Bean 6TP Cyprus RIR HI HOU 97 FES 1G HT NCL 1!911. Hander High 1Nrber al Now Haeded 5114 =1/1,0 HH�aymL Strutt Seam fW1%ACori Fade armee haat Fle54 Indda Fm Indus 0.966, haleta ( M) aorta B Lea! Bening Jo Carepevle Jr* JC Ina Clot* a( Joel JIVE J®L X Spe K K -Saner Steal Ara W5 K -Id. Conrad SRA ICA ler. pa Wed Rat R31 Kips per Sewn IEA lm xepdt Ort AT* IH La•ypm Steal ler 11. LIN bed U R Long Leg Raw& LLr Lag 151 Va Rrol WeA7 umdanrn IRerdadanl Amin Wunufeeenn IFdn••n 1Geeb,ecra Wmoy Ude oPerriWad 9 Garr Jager Not in Caber Not 10 Sade Ng' PEFAt5WE d, OODDa oy OH OFNG oraol EF Canter 0P4ida 55 amdn Fare OPPmar Pond Orehad Opening 051 DOOM 018 Pared Shun Elrod 416 Poadv aeee Foe6nr Paas PN nets TH Pan Dead 5.00 RF Pamd• per lied Fad 9055 Pl)weed PSF Paine per Sq, Fant PS Panda per S4 era RA4 Rod e RD Rete pub ROOF Rdrioning RECO Beaked IED Rut Omen RTI Rcid Top Una 5 51endo, Bum sop 5dndtde 505 SBR Driig Sem SEM 56510 SI Spero Frac SM Sect 50 Shading 50 Soda SP 5cosni SP Spada SPL ss =reo 5kd SIDrd WOWOMiser 5R 51551Snot S EtroduralSooperad ray lac TC 100 TE9P TO ICC TOF Tad TOP DPP lay TOW 1RA55 11210 BERT r WOro NT 55 Top and BNlan Tergla .41 Goon Tap Chad Top Chad Edema x, Temperoloar llarioneL Di* Cpm Lad Tap a Corrado Top 45 of peerg 1Yozr1 Top 500 Tpppig Top of seg Tap et 818 Transom= Triad lkda rErn/ tee Urea *OW Marta retied 50, Magi Seem .xh WB,aa Neel *rag Pee! 41da d N' Tee Rean Ben 41 90„der d Pavy Rear No. Panda FOUNDATION WALL LEGEND CONC. TILT -UP WALL POURED CONCRETE FOUNDATION WALL MASONRY/STONE VENEER TO FOOTING SHEET INDEX 50.1 GENERAL NOTES AND DETAILS 51.1 FOUNDATION PLAN 51.2 SECTIONS AND DETAILS 51.3 SECTIONS AND DETAILS 52,1 MEZZANINE FRAMING PLAN AND SECTIONS AND DETAILS 53.1 ROOF FRAMING PLAN 53,2 SECTIONS AND DETAILS 53.3 SECTIONS AND DETAILS 53.4 SECTIONS AND DETAILS 53.5 SECTIONS AND DETAILS S4.1 ELEVATIONS AND SECTIONS AND DETAILS 54.2 SECTIONS AND DETAILS TU_SO-I.dw9 101/25/05 I scALE: 3/4" = 1'-0" 3 5/8'x1 5/5' - 20 GA TRACK w/ 110-12 SDS TO DECK 0 12" o/c 1 r1 r-1 r-1 L'tr r51 7•"I r -s F --t r-1 r21--1 ,--1 I`l ROOF DECK SEE PLAN JOIST BEYOND CUT & BEND STUD WEB & FLANGES 3 ENG 1N) 4) e, • '215 uf'aPrt L" CLI: T; 2.4 :BURG. MAX [211213' ,yralbwigan 'r. 14.3 -TION DRAWING T) - 5 OVER .. E SPalFl( R0NS MANUAL 15 -r VE=ONFUCDNIG6�FORMATION. 3 5/8-x1 5/8' 20 0A MTL SNITS 0 24" o/c MAX. SCREW TO SND w/ 2 110 -12 SDS 3 5/8"x1 5/8" 20 GA BRACE 0 48" 0/c MAX 9// 2 110-12 51)5 EIND 1 ▪ DESCRIPTI 122/05 toTOE REMARKS • w1. • Fl aey, td 9 .r 0 GYP BOARD SEE ARCH, SOFFIT FRAMING: CLG STUDS 0 24' o/c MAX. Pt SCREW TO CLG. STUDS 8. ENDWALL ENTRANCE UN ALTERNATE SOFFIT m3 ACOUSTICAL CDUNG 5EE ARCH HEAVY DUTY Dire; suspENsioN sysrEm WIDE CROSS IELS 2'-0" o/c. SCREW TO END WALL w/ 2 110-12 505 0 16' o/c et HANG ROM JET. ABOVE SEE SHEET RC1 FOR LOCATIONS AND ADDMONAL INFORMATION ENTRANCE SOFFIT DETAIL .pENEME*VS All SCALE: AS NOTED PROJECT #: 06-392 BLDG. SUBMITTAL: 10/12/06 S u) on G,9 1 C-2) 25 a) 3.5® 18 0;2) ;; / SIZE 80.5E PLATE - C-1 HSS 7 x 7 x 1/4 13" x 3/4" x 1'-1- 51.3 139'-4' C-2 € 1` - ' 13• x 1" x 1'-1" 1 40' D• 40•r-0" 4- 3/4• A 40•_1-, : 40•_1• r _ 4-0•-D• C-4 40•-0" 40•_1- 20•-4" �]�h%20•x•' r W 24 x 68 14" x 2• x 2'-8' 8- 1 1/4" 6 + PLATE C-6 HSS 5 x 5 x 1/2 11' x 3/4- x 0'-11' rn -- �, µS5 3 x 3 x 3/162- STAIR COL -- 3/4"0 EXP. mat ,-.7-...--,,,,---.,-..--- 0 8 y r t � 7 1/4" 19•-8 3/4 22'-0- HSS 7 x 7 x 3/8 19'-0" 19•-0' I 22'j -D' 18'-0" 19'-7 1/4` 20'-4 3/4" �r20-4 3[4� 1/4' . `moo (99' -6`")x`2• -0"x2' -0"x12• • ~- �� ;. e 4"�10/ - 6" ;' f 52•-8- 4'-:` _ 16'-4 3/4- 7 1/4- 24-6'II 24'-6• 24'-E" _ 24'-6- 5'-0- ERECTION PADS TYP. ®JOINTS -� 5'-0 5'-0" 5 -0 11'-D' 2,0 ..,. 1 I 6- SLAB © i , (':= " 8. Y--'i 9'-0" 4•- dw+ a ,2" LW. OVER ®� '=Natiap � MIMI _�a- �/ e/� sa/aDTH AccRecATe ease catrlse 2•-0"x2•-0•x12•t r New my 94'_8 s6'-8 .9. °' '- Lam- �- i J''L `+L �LERECTION PADS TYPW JOINTS � �- - ___-- ---'-- ... a r - w. r 1�`C•1 i' r _ -. .� -+11. - .rte•• -"r+ 'f1 .. �d.�� Y' �'�� 'FI .. .f-- ` J .rt (95'-4'� 1 1 (96'-$') iH i- 56 co w THI�4�NE0 T96 -87-(9V' SLAB... ` '-• --- 24'-e" ,' '-5.-• - \ a L� I -J -L: i mICKENE6 L�18 STAIR i rim %��'• I q I .. .. f- i ....... .... 1 ... ,-• * .� .�� .��... .. STAIR �, 17 ..)!I�T248 �I -• 74 -• , V;'2F.+ 11.-70" 14'-10" 1 \ 2S -10 - m ( ` I N -; "' �� 4'-0• VAIN. ®P R STRIP TYP. I 4OWL ®i8"oc $ / 9 PERIM. OF T1LT-UP WALL PANELS - V m i SIM. .. ... ) ... .. 10 .. . v N F i h C., / "0 G � y r 7 c, 6 "o cf y c..P .s AT' E, ry F• ♦ A c, C Q1Q' (FY 'S 1 c' � .� I S1.3 2 SLAB I - ---- -Y F---- + 'H- --�• F r� F' l 1 1� r, -1-�w H�1 + rd'Cs i' Y 1 4® o c E W. j $ / SMOOTH AGGREGATE BAS OVER COURSE I IFl- _� _e 4. N i a .ri i! I 19�i7`D� I% A \\`` }-F -I J .� �' I I-�I-'-i�J THICKENED SLAB ��'� I 6 I < w �\ I ( . '` , iG� � STAIR ' S1.3 - - I II / /' / ``\ y ; 131 a I / 8-,. n 19'-5 3/4" t'- `I! 8'-3' 1O 6' 0�0• 20'-0' i 2O' -Q'-- , I I 23'-0' 1T-0• 24'-8• 14'-10' 1 7 ,/41 19•-O• 20'-0" 20'-0' 20'-0' 20'-0" 1B'-0" 18•-2- y4'-6" i I I IY r / t h o ��--,1-1+11- �l`i I I Ffh i ♦ 5 i' h /,A G 1 Gi 9 I 91T11-171" 8 NG G 9... G p} I G t G p x oo m I I 10 12 11 PROPERTY UNE ® / I F / ` ``, }P G I L �� F' F I 1 51.3 8-x6" CURB TAPER END 51.2 51.2 € _ in tr 0 7.J _ 4 f I ___E__ - -I -_.._...-------� M 1- k ---i- r I �! (94 =87 (is --4--')- - _ _ /97'7)1' ter- y 96 a s 87® 1 I�, '� T n T'1T' f-- J I�TFj 3'-6 3/4"� m I ALJ i 9• ' 9 ] =, ( T r- 1Tr L i_ I 17 ®ss'-o'� ® E XX TYP. I i TP j 10 -4" I ® 1 e 6. 1 I I r ---I 2 m .--J i Il 512 'alo 4 • m 1 4 PLACES ♦ ♦ ♦ ♦ ♦ ♦ I 11 %.,, I h G p G h G p p p G h 512 N i 1 I 11 -----T--__--_01T '�! .. �--( `L �1 �� `L �1 5� .7 �� `L �1 `1 `L I �h j -- - --- - I -rs f T� _ a_ ' I i I �� I � +r 4 la,+r1 1I i N \ L L_+ J I I I 1 I I I I 1 1 I I .-. SIM. 1 1__i 5'741 III 14 y 5'-0 r 51.2 o \ -� ` 1 67 r'1 / ; 2'-0-x16• THICKENED SLAS �\ a r7 •1' w/ 4 #6 T&B I I a a o i{'� 8- -1 (•,� ry G� �y F �`Z /Nt G fh F & #3 T195 048" TYP. U.N.O. 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Z S t J, Z} T Tj fr '- {/\/ ', `l ; ; ,'`, ,\ / ,. ,` ;, '` ' 1 \, , j1 r I I C Iftr ,�F ,' :. ``, ' ,ry \`/ i 1 ` % \ %' �, r / #4 D I® 16" o/c 'GF �,� al N n 9 of 1 1 • . F } i \ ',,,,,,,,\ ', '� \ / ,` \\ '` / ; • %/ . j �'. /// %r r ./' /' / ' \' �� \ `\ \ ;' i' / / '%/ ; r r it e PERIM 4'-4r 0 P�T2�IETER. TILT -UP µALL PANELS SOUR STRIP TYP. 1i • 1 Ii ii N '` q K `` ` % / ' REID 1�ilDDLETO�N1 it 51.3 1 �, , i'/' i , / `', % r p{• r 1 I G�ih { F 0\2 ; ,` \ / G, y ,\\ / ,G. y '\` / ,G ryy i' r Grl•y G♦ I 1 0.1- ~- 1 rV 1 Y 1 J'- 1 j 1 ',Cr, 5)-' 1 - ti F I -`- -a H I 1T I '1 - I T I �__ - - ( 7 1/4" - � I i ee. `\,�. ) (� ,/,-/ ,`\` rS fH i 0. r ,� I 1 1 4- r 4'-0- POUR STRIP , `\ I I 1 �-. z n I PERIMETER. TYP. , 1 \ \ t/ 4'-0" POUR STRIP 0 P -IMETER TYP. \ • _ + ( OWL 6 1/4' %'` \\ 1/4" / / ® ' ami i _ I 1 #4 ®18" o/c I (* PERIM. OF T1LT-UP 10'-0" 14' V4• 15•-5 3/4" 17 -5 3/4" .1i 20'-0•20'-0• I 20•-0' '. .' 20•-0- `\ 19•-5 3/ 15'-5 3/4" 14'x$ //4- 10'-0- )�4 OWL 18" o/c # P WL OF TILT -UP j', 1 ,.1 a al`I 20=5- WALL PANELS -6' Z _4 4 6^ 16.-41M \ 1.-6 7/1)\; ```, / ./;'' f' � ` \ I I it -6 7/8' t / 18'-2 WALL PANELS 7/e - v'J e n No m n / I rl 7 1/4" 15'-8 3}„.\ ` 'P4 8• g• 8} -r 16'-6 ,1/2„7/'',7 1 4 4'-D• POUR STRIP 7 1 4``J`6bB 1/2- / 18" 34'-5I' 8• /1 8 3 8• � j At7 1/4' 1 To �, 1.9-1w ea F .. .... ... ♦ \,` ° GF p 0 r ®PERIMLItR. TYF}. #3 OWL 0 18' 04p e q14N Pb, a ; .. ... .... ....... .......... .. _ ® . .... - o� �Ya I I Ff , � i fr /'r �, A% , - ]! -- L5_ �_ - I- -�7. 4, 98._8 ? 8� li�8r"1t 9'-�P--- PERIM WPIJ PANELS F v 6,8 r•--�� - 98,-87 11 /-. n --- } 2:_4-'�-•\-'\-•!- -,_: _--� j'r1 _ -- - -- .nri�-��-�.. ._�-----^ ---- �..• -+r \ ' m 1 4_ _ ---� I -4 - �� T ��. r� -- Y-3 LI/ 2IIMP --- '�" T L 3 1 - 3'-11 1/2- T _. L_ I-" =� 1 --AL -.+_ --� � - ,- _Am... T - -- J3'-11 - 1- L H }-^3 , z' Mil PROPE IZIY UNE- '�' _ n L vr�r:� r ' ,�ir..i/iii• . - m J \ `hti .. .. .. n ------1_4-7 � 1/2" r 7 � Ca .Al1o/Hl. '�/�Y111' -1 -'-• `o t:. II 1'-2- 8-4" mii% 1 14%1 ; .. -T-, * i+�•� I I \ F\ 3 I I i - - _ _, 5/ 6• I .�...� I co I 1�I1�-i I- r- "'\L.\ T , 2-r- I--'� il 'k I I4'-31 TYP. 10'-0• O.� 2• .ii n I`€ai36:i3 I I �� I �i�rrraA► I, I 1 max:" I & I ►w -�� / \ --- . ww 1 "^ zz Ilk 53.4 n I _" , 4 I �1►Il��.�ii�ova\r/f gm e I J I I L I I 5 r TYP. 4' 0 13•_0- 4'-• 6'-0" 4.-0 27•-2• d' •' 5/8- _"I - DIET- 0 C�3. �� Qf -- I SW -0'S 23'-7" 23'_Y SIT- -?;`%%I o .S to 90.1 �� 4' . 3T-7• ' '-0 16•-6 3/8 t, 48.-1 7 8" �� / 815 7 8"9'-2 / 3 41'III- / .e\ 'S _ .y I 3• 11- G O 1_ 2 3/4" _� 8' 8 3/4 47 11 { 2 r 8'-8 3/4" 9•-2 3/4� .o y 32'-11" f O 9'-2 3/4. 8'-5 7 8• 68'-1 7/8" B / t XXX •�1 .1 �� t / r t 1 \\\f G / 51.2 o- 32_-L_8- J-� _-- J� Z - 1 1 1 riefedit 040,44 ifflimovd KOHL'S - TUKWILA, WA 17200 SOUTHCENTER PARKWAY TUKWILA, WA 88188 DEVELOPED BY: KOHL'S DEPARTMENT STORES, INC. N56 WT/1)00 RIDC WOOD DRIVE MENOMONEE FALLS, WISCONSIN 53051 TEL• (262) 703-7010 FAX (262) 703-7105 11152 COLUMN SCHEDULE MARK SIZE 80.5E PLATE ANCH. BOLTS C-1 HSS 7 x 7 x 1/4 13" x 3/4" x 1'-1- 4- 3/4" 0 C-2 HSS 7 x 7 x 5/16 13• x 1" x 1'-1" 4- 3/4" 0 C-3 µS5 6 x 6 x 1/4 12' x 3/4" x 1'-0' 4- 3/4• A 0-3A HSS 6 x 6 x 1/4 12- x 3/4' x 1•-0" 4- 1' 9 C-4 159 5 x 5 x 1/4 11' x 3/4" x 0'-11" 4- 3/4' 8 C-5 W 24 x 68 14" x 2• x 2'-8' 8- 1 1/4" 6 + PLATE C-6 HSS 5 x 5 x 1/2 11' x 3/4- x 0'-11' 4- 3/4" 0 C-7 µS5 3 x 3 x 3/162- STAIR COL fi-x3/4'x 0'-9` 3/4"0 EXP. mat ,-.7-...--,,,,---.,-..--- 0 8 w v 3"0 STD. PIPE v vC 6x82 xYD' 6" 0-9 HSS 7 x 7 x 3/8 13" x 1- x 1 -1' 4- 3/4" 0 • SEE DTL 3/31.2 FOR ANCHOR BOLT AND SETTING REQUIREMENTS PIER SCHEDULE MARK SIZE VERT• RENF. TIES TOP OF PIER P-1 4-7" CONC-2 ? 3/4" 1269/c 0 #3 0 12' o/c EL 101.-6 1/Y P-2 12"0 x 2'-O- CONC. 4 - #5 #3 0 12" o/c GFADE • PROVIDE 00WEL5 INTO FOOTING OR CONC. WALL OR WELD TO TOP OF STEEL BEAMS SAME SIZE AND QUANTITY AS PIER VERTICALS FOOTING SCHEDULE MARK SIZE REINFORCING EACH WAY F-1 3'-0' X 3•-0• x 12' 3 - #4 9-2 4'-0' x 4'-0' x 12" 4 - g F-3 4'-6" x 4'-8' x 12" 4 -X15 F-4 5•-0' x 5•-0' x 12' 5 - a5 F-5 5'-6` x 5'-6' x 13" 6 - #5 F-5 6•-0" x 6•-0- x 14 7 - #5 F-7 6'-6' x 6'-6' x 16" 8 - $5 F-8 7--O" x 7'-0" x 17" 9 - #5 F-9 8' -0'x8' -0'x 19" 9-#6 9-10 13'-0" x 11'-0• x 18' 9 - #7 S -W. T&.B e - f7 LW. T&B • SOIL CAPACITY - 3,000 P64 (REPORT) • SEE GENERAL NOTES 2-2 FOUNDATION NOTES: • SEE GENERAL NOTES SHEET 50.1 • FINISHED FLOOR - EL 100'-O- U.N.O. • TOP OF FOOTINGS ELEVATION INDICATED- (ox' -x•) INTERIOR - EL 98'-8- U.N.D. EXTERIOR - EL 98•-8- U.N.O. • WALL FOOTING AT TILT -UP WALLS - 2'-0"x16" w/ 3 #7 T&8 WALL FOOTING AT METAL STUD WALLS - 2'-0-x12" w/ 2 #5 BOTT. • TOP OF CONCRETE WALL ELEVATION INDICATED: NY' -%"] -' EL 100•-4" U.N.O. • SHIM ALL TILT -UP PANELS AT ENDS AND AT MIDSPAN U.N.O. • SEE DETAIL 9/51.2 FOR TYP. PIPE PENETRATION THROUGH FOUNDATION WALLS AND FOOTINGS. • COORDINATE STDOP LOCATION WITH SIDEWALK PLAN AND DOOR LOCATION. SEE ARCH. • SLAB FLATNESS AND LEVELNESS TO 8E FF = 25, FL = 20 (1/4-± IN 10•-0) TYPICAL AND FF 35, FL = 25 (1/8-± IN 10'-0 WHERE INDICATED AS: SEE SHEET FP -1 FOR EXACT LOCATION AM ROSE ENGINEERING €N('(IRF }2 . T 09) W68 N215 COMi,, riRCE CT. SUITE 10�0a Cw)3.vRBLIR7a,Wi 5'3012 PH. [212] 377 -?5'02 FAX. [221377-1658 aF1 •..rsp(lf,]I@Brni7.e '1g.com INFORMATION ON THIS DRAWING TAKES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFLICTING INFORMATION. NO. DATE BY DESCRIPTION A AA A A0 A 12/22/06 TK REMAR16 FOUNDATION PLAN tros QJ SCALE: 3/32"=1'-0" SHEET: PROJECT #: 06-392 DRWN BY: KRD CHKD BY: RMS BLDG. SUBMITTAL: 10/12/06 S1.1 BID SET 12/22/06 5.9 ( (7 6• J 6.1 f 1 -0 1/4" RI OF THICK NI iS MASTIC BY FLOORING T&9 REINF. SEE PLAN �w CONTRACTOR AS4REQUIR D $s OWL ®48' o/c '�3 T1E5 ®48' o/c 4-0 4" MIN, VERIFY PROVIDE MTL SLEEVES w 1• INSULATION / ALL AROUND PIPE - CONC. TILT -UP WALL PANEL' NOTE: PIPE TRENCH SHALL BE NOT BE 50 THAT FOOTING WILL NOT BE UNDERMINED FINISH GRADE_ FlN. FL w/teG�OTECNNICAL 413/4• 7 1/dT / y ---(I ! I 1 I I I I I I SAWCUT CONTROL JOINT I SEE DTL 1/51.2 /SPREAD FOOTING BELOW SLAB 100'-0'� ,�w�,:::mmm�>. x.ax..,+,>n,......�ue;,.....:M>,6,,,,:..r...,nnr.�<�a:<i� k}6:� .h:fia:<;,,:::;s:: :., .ikkl[.: ->�°"�"°'�•� {{ F�.y, f T y . r,r I E #ssF�:I< I f F F }W t 1k 33#i S M .nbbs;::,ii::: k:s:::..;xttx;:xbkckkxkrY �a' .. WALL FTG. BELOW yxy S,. ,£,f PAD EL ' +.a- Si5Ay:'4 a R i I ` F ° � ....,:c.,-....iVIV y .Sir i ------ �. ____..._ _._ •1 APD. .5 x z• -p•. E,F. 1 EA SIDE OF PIPE AS 1 REQ'O 1 - _ _ _ _ _ _ TTI I-1 I I FI I I I—I I F_� = E —I 1r 1 H 1 I—I I I I I-1 I 1 I I I �I 1 H 111111 111-1 L I I - I --I _ _ III -111 I 1 81— I — I H 111 11- I II 11-1 I I I=I I• III 1'_6^ �v\\• \\//\/ / //,�/j� \\.\\.\\ -rrrIKar �-r, 11=111=11 FI I I HI I I HI I—I I —1T��Tf— —��—� —T 1E I I—� H�I I II I HI 11—I � I T 1 I -11111-I 11H 11-1 I I4I I=I 11 I �I I-II 1=-;��- SEE PLAN -N. COLUMN w/ BASE PLATE SEE PLAN CONC. TILT—UP WALL PANEL SEE ELEVATIONS FOR REINFORCING VERIFY ' ,/,\ /\%/ j\%,\, i % %*_ ,c : ;:3i i / / /\ / \/\/\ \ \/\r• \ /\ / .�,!-\ \// ! .t., EE PLAN FOR .ta —•� -,......s, -,.......2,A1 Sr�sr....2r?1 .•M014Y6211 �,/\ , 2'-0•x16' THICKENED SLAB, TYP. +— I H I I �' TYP. SLAB REINFORCING \\/\ /\ 2,_0• AGGREGATE 845E COURSE VERIFY w/ ?�" 1 ( �� • 0�,;,.• ._{ L SAWCU7 CONTROL JOINT GEOTECHNICAL REPORT T .— —. — — -- - _- -_ - __ �I - - -� i- �f -- -- - _.. _ - - — _, - ._ • a • • 0 W .,y,..i..w�.w•..x•!.e..�,xCt!!!;f!w.... N33:. E.,...,.,..,.. _ •, "::rx" ':;.,.::�:�;... : .--L ••• k,. ...::•.n:;..^::tY.';xkxi;CCT#::k:'J,;�:IkNCz:,y:`uk::........ .. YwnrH.....»..yH i.••r.«•rM•w.;.!.1.�.!.w. vw.�•..}:E:, ckb�'k EkY.:»k:^�x:r `: �`.. Ekk: : : : : %k:., r.kkkk: :.w a�x:. •:�.... yav v::.�,,::: ;::-....,c`:.:k ., r� T.O.F. $� PLAN ........... a i¢:::a::;:.. ...... .....�i, si#'s##i i!...a,,, — I L ! li— 111 FlN. FL 7 PAD EL 3,.#::.. #i ::EEE%''f . ,.. . ,#• p +rIF : .. , # ^r'� :;t::`#- A ... . ,. s .•� . � e '- - - L - T-1 - � - `-' - - - ..._� ,,,-°... - ....,, ,.,y. ' '•'€ �.,� '`"' �.,} INVERT -...-,. ,::'w ��;�,r� zE.: .: 1# k g °f S':.; `:w ...::( •�, : ? .w k>w I##' :: • ir3r:.x>`§''FEiIEi3:,. #.: . ........... #;; \}:: ii ;#: >: s :: t'.�,` FTG I is ~i� hkk SEE C REINF. PLAN I _III - =11. PIPE - -- - 1=1 I TIE I Ell � I E -- 1 E11.1 1— -� VERIFY \ \%\/� \/ • \'` / / / / � /\/\ / /\ / Lt. 'S/y� \ \ / 4" MIN., VERIFY I VAPOR BARRIER SEE PLAN & SPECIFICATIONS p w/ GEOTECHNICAL REPORT OPTION 2: µ 0 13/4'mxt'-O PrkBREAKER op. BUILDING PAPER BOND TYP. SEE PLUMB..: rmmmmmmmmmmwnx 'H', �," :::";'•,5. '-. 3. C ... Ii I, II >51" <#:g::e::: j'({::I 11 11— NO EXCAVATION BELOW THIS UNE I 1 1/2' y 1- '%':•i.•: #m ;. •lever: x#::; :",.';#iY`#•`r.,�"`rjfEl '#g ",«<:t±%;i� ''"3:,,,. .:; §t#?'�� v<:£�,.,.,,:il:.: TRENCH REINF. # (: '� # .wyK#.:` iili``i�i,iki's;. L#f?#ir rl# TO MATCH %I t:3, .'c s•,;�� FTG REINF. �<i: :l ;.:k�u::u'%i. zA 2 WALL FTG. SMOOTH DOWEL ® 18" o/c, J GREASE OR SLEEVE ONE END 4 FORMED CONSTRUCTION i/4" JOINT DIAMOND DOWEL & POCKET FORMER ®24 O/C. BY PNA CONSTRUCTION TECHNOLOGIES TYP. PROTECT COLUMN BELOW GRADE w/ SLURRY, ATTER REINF. T&B SEE PLAN 1-I" I.I 1 1 1 H1. I 1 1 \•�• `�' u ry 1'-0' 'D'+2" 1'-0" I I SEE PLAN PLACE CONC. FILL AROUND XXX • PIPE SLEEVE 11ON. M POURING FOUNDATION. MAKE SAME TRENCH REINF. FI FVATION WIDTH AS FOOTING AND FULL 4FCTION TO MATCH COL IS IN PLACE TOP OF FTG. 70 MATCH COL OF A0.1. WALL FIGS- SEE SHEET FPI FOR JOINT LOCATIONS. PROVIDE JOINTS ® 20'-0' 0/C MAX NOTE: DG JOINTS AT NOT LOCATE CONSTRUCTION THICKENED SLABS. WIDTH OF PIPE TRENCH FTG REINF. WHERE JOINT LOCATIONS ARE NOT INDICATED ON PLANS. COLUMN DETAIL 17 TYP. PIPE TRENCH DETAIL 9 PLAN AT COLUMN 5 TYP. SLAB CONTROL/CONSTR. JOINTS TU_S1-2.dwg 102/28/05 SCALE: 3/4' = 1'-0' TU_S1-2.dwg 102/25/05 I SCALE: 3/4' = 1'-0" TU_S1-2.dwg 02/28/05 SCALE: 3/4" = 1'-0• 71J_S1-2.dwg 102/28/05 CONC. TILT -UP WALL PANEL BEYOND I SCALE: 3/4' w 1'-0" 0- SEE PLAN b& 110 0 1•_p^ 0® 1 2" RETAINING WALL SEE PLAN <I@i`f's.EEEEiEEE3' .: 46' CORNER BAR SAME SIZE AS HORIZ. REINF. " .... .............. 6a1,..-...7:1111111,.1 ..'.. 1 '�" :•.;:. ,W ;: .a .:::::.:.........:>...:..............,..,.,.. 4:$ ADJACENT BUILDING NO BUILDING ®9M. 0 POUR STRIP ® PERIMLILJ4 7 1/4 1'-0' POUR STRIP 0 PERNETER 7 1/4 4' 4'-O• MIN. SEE PLAN. 4'-0' MIN. SEE PLAN. #4 OWL_ ��`l A •- 0 18• o/c -. CONC. TILT UP ALL PANEL, SEE ELEVATIONS FOR REINFORCING ® 16' a c / PERIMETER OF LT -UP PANELS � 2'-D" i •• S� BARD L Bx4x1/2x1'-0' (LV) w/ (2) 3/4•o EXP. �/ $4 DWL * 18' o/c 2'-0' CONC. TILT -UP WALL PANEL. SEE ELEVATIONS FOR RxNFORCING 1)4 DOWEL ® 18" o/c (` ®PERIMETER OF PLT -UP PANELS -�� f- 2'-D' a •1' 0`## 0HOOK BRICK SEE ARCH. STANDARD E` #% k. E' ---' � !'ss;? W HORIZ. REINF. 'sk"::' IIT:##Ei: SEE PLAN #EE VERT. TIE REINF. SAME SIZE AS FIORE. REINF. EJ. THERMAL BREAK ®DOORS $3 x 2'-0" DWL 0 16' o/c POUR STRIP 0 PERIMEILN, SEE PLAN FOR SIZE & EXTENTS 4' CONC. $4 0 SLAB w/ #3r 12' E.W. 0 PEPIMLI SLOPE 1" OF 2'-6" OWL 6• a/c LR STOOP CO a °V� .-° n - - •_ • ( • ' NIN • &TIES, PC . T&B SE ` RENE. PLAN j ANCH. EA LEG 0 ENDS & MIDSPAN OF E4 PANEL ADJACENT SLAB MIN- n s8 x 1'-6' EN FACE OF OWEL AN EL • r 7 CMU BELOW GRADE CUT STARTER COURSE AS READ. RN_ FL CONC. TILT -UP WALL PANEL, SEE ELEVATIONS FOR STRIP _ PLAN TYP. WALL CORNER REINF. RN. FL l::.:. d - _ ........r;6. ........ ._ .;. '0d�•_ ._ .. 1W -0"T . k&kkCF.kkk.':: ::n;;.; •.>:,,.,..�:REINNGPDD ?x..• ae`a;,.......D ^"=�--'°01"1P'` _,> [F.V ; .: : :. . :: .:::::::::>:. ::::., :::.: :.;� ..�f ::: �;:.:; T.O.F. _ _ -_ '`"' =-' .V��: , •- • i I ► 1=III11 y,AD•t. FIN. FL . I e'1 _� .:.�'- • s 99 6 F V I� NO SCALE 48' CORNER BAR SAME SIZE AS HORIZ. REINF. T.O.F. SEE PLAN•.•' x.:;y: t ...._ ..•,..;:°,.w - ,,, ... .." _ �� -TI MIN J� T.O.F. VARIES THICKENED SLAB #4 DOWEL ® a4•a' • v-0 q T.O F. THICKENED SLABRx EN T&B REINF. t Y SEE PLAN SEE PLAN ;.a„•.; ' ':.:. T&B REINF. &'TIES, SEE PLAN r::E;%„:: 1 5 iP •%. T. &EL 8' BEYOND 18• o/c INTO / �; i�' , ;:,�"'' SEE PLAN FTG. 6: SLAB E:v iy _„ B FTG- }},, c 1.,11;,. �x::�3?e::E#• 'E�::. .;ns.rnii<? �. . F.V. a r BEYOND TIES. SEE PLAN SEE PLAN WALL FTG. SEE PLAN kk; ;::E #; I,x.[I „.,;;,” „h��. w: >:.;' `i `'«ti'.»'»:” •°•.. tr:c.:.� ;.::;')k# r>, 5 ci!: iByF: THICKENED SLAB "a•- BEYOND SEE PLAN ':E###'�;:i r.... ,..I �.:'. #a.8� i #::EE ,..,i.I3-.3. ``'•i#+ g... „,IIT -O. �� ( MATCH ADL BLOC Y ,:y..,,,.: - WALL FTG. ,..,V �1'-7' CENT FTG. F.V. 1 1/2' GROUT TYP. AF TER PANEL FOOTING Z DOWEL. MATCJ-I PLAN BOTT. EARS ...,:. ,:...:....."SEE •.L €» SEF PLAN 1 1 2• GROUT TYP. Al- I LK PANEL IS IN PLACE -L DOWEL MATCH BOTT. BARS ` YSOLLTION JOINT DOWEL, MATCH BOTT. BARS IS IN PLACE =Ei;EEEi EE'� '.;EH .`::"'•10J,,,: i•,'r ' .... ( kk:.G+inFi#::zi #Eil;i- :!di:•,: -s ---------------`a r'.,.. ::FIEEe .H;"sV!':...µ::": .. m ....,. HORIZ. REINF, ti SEE PLAN-- - PLAN - TYP. WALL INTERSECTION ; ¢: �,'.? II "% nr VERT. TIE REINF. SAME SIZE AS wk!g HORIZ. REINF. REINF. CONTROL JOINT AT LOADING DOCK 18 ADJ. BUILDING WALL SECTION 14 TYP. WALL SECTION AT BUMPOUT 10 TYP. STOOP SECTION TU-51-2.dwg 02/28/05 SCALE: 3/4' = 1'-0' TU_51-2.dwg 04/05/05 I SCALE: 3/4' - 1'-D" TU_S1-2-dwg 109/22/05 I SCALE: 3/4• - 1'-0" TU-51-2.dwg 102/28/05 I SCALE. /4- - 1'-0' I ` HOOK TOP DWI... 0 STEPS 2 x 'A" 36 DIA LAP, MIN. POUR STRIP 0 PERIMLILN 7 1I DIAMOND PATTERN TYP. 0 COLUMNS F1LL w/ SAND & POUR THIN LAYER OF CONCRETE AS REO'D FOR PANEL FORMING. THEN REMOVE & FILL CONCRETE ■ HSS w/ ELISE SEE SCHEDULE COLUMN PLATE 4 D 1 WLR le / 2.-0" 2 x 'A' ,�\\ CONC. TILT -UP A WAAI• ELEVATIONS FOR �- \ --.REIN.f3R6N.5. (#4 DOWEL 0 18" o/c \ ®PERIMETER OF \\\ TILT -UP PANELS �P PO " STRIy moi' PERI PLAN FOR I S & EXTENTS SIZE 2' • STANDARD w/ AFTER COL. IS IN PLACE 7&B REINF. & TIES, SEE PLAN , ' FLOOR I SEE r SLAB PLAN TLP 0114 NO SCALE O HORIZ REINF. VERT. TIE REINF. SEE PLAN SAME SIZE AS HORIZ REINF. / .w.. r. .k I p F.�. ,, a :.� ...".:.:.. 70.Y__.0,-0• T.D.F..6 `..V`.',.#try _. - �:.•x::. °:- - _ SEE PLAN Y x';�.xrk::x`,n:n:ta�.�EEEEE: EEEEEEY•s.s'a.s�>,:�s>::;�s<.�;r�:�� "• .xw•_ { MIN. � HOOK.:....:....,. FIN. FI_ �.:. D ti^fi• 0. s '\ krv. CLR ':. c { x++:1'4 ..' ? •aE;h'hr^'.:`3::� ## FEF.; ..w\::x,,'1,3^. >. :r>» � r:l;;::: �# # t � � ## F J... r �Exexd ,. rit" T.OF. THICKENED SLAB BEYOND, SEE PLAN ',#!$'#;?; �': 'ny" if:Y'(E �€' ! #I # a��` a � `.',f#ni >` r a Lf VEBJN S7 EE PLAN NUTS '•:. w \ .-.- \\ ... M»»rc '»n' rq \ +*1 •» -'- 100 -0 T.D F • R Bs.n.'4 . '3 , % ,... v .:.., .......... : .. .. ......., V.Z..,n.4,u...I.... .... ... ,,.,.., �• � ,. ••: SEE PLAN � „.. "` nr FSI n � aF Yx, \• �' .I +' . `, ,wN•:; #' ; F .. N :# .I.sk.(" .xx>n^, oi.„.. ':.ss;.,�'A ., ssil i3' •ave^ i'40 4 s.1'y'^w;, ,1��kk'`%'..,E #I? M / h �. T.D.F. %11# �S.,wp^r/,N^° - 1 - - .- I GRADE VARIES ]DOWEL MATCH BOTT. BARS 3"HOOKn w/ 1 1/2" GROUT c++'•1111,0i kl w:."' COLUMN FOOTING SEE PLAN I. 1 2" �m,..;.a.,,,.,.. ....,:,":a.a,:::� .:'';.r° -,,IM :N.,:...,.:h.:..,:.:... .,...�.:........,:.:...:...;: {; mss: mm2x4YKEYWAYV i T&B REINF. 1 THICKENED SLAB WATERSTOP ou751DE FACE PLAN VERTICAL WALL CONSTR. JOINT DIAMOND PATTERN 0 COL TYP. 1 1 2 1 --- COLUMN BASE PLATE & A.B. BELOW SEE COL SCHEDULE �� -- ' BUILDING PAPER BREAKER .. . '2 BONG TYP, & TIES, SEE F'UW a BEYOND //// �d SEE PLAN x>i:w••� ::� c", #T%:€? e` .:: #;#:: ,y,+.'`' 1 „..,,mg !15nw:#�> : ;` :r Lrit}}':1k[} Ij#.' •••••.5••• ":i::n;^; I:kss �##k'� BARS TO MATCH };TB • ." :; #l'vt' 's ,,, I':E,( # NUMBER &SIZE OF ��.,,;,�:is;","«i".,;;,•,;:;•.,•;«. ..q FOOTING REBAR S1EEri`::�>xz €€€€EEE::E:#€i�Ea' SEE PLAN - /�r L SEE GEN. NOTE 2-5 FOR 8A)rKFlWNG REQUIREMENTS rip. . •. x A. E DOWEL PP. EA END, EA FACE OF PANEL FOOTING REBAR AS REq'D. 1'-p' WALL FTG. SEE PLAN <za. r.:.'. sr ,4 #r#: x ti's, -sv?' .dil;ii)#::t',it3:.°' 6 65 - h# Ilt l#{:;;# •dai.. T.O.F. SEE PLAN 1 1/2' GROUT TYP, NO SCALE O SEE PLAN MN. L DOWEL, MATCH BOTT. BARS AFTER PANEL IS IN PLACE TYP. FOOTING STEP 19 NOT USED 15 TYP. WALL SECTION 11 TYP. CONC. FDN. WALL REINF. 7 TYP. COLUMN FOOTING -I 3 N_51-2.dwg 102/28/05 I SCALE: 3/4' = i'-0' TU_S1-2.dwg 102/28/05 SCALE: 3/4• = 1'-0" TU_S1-2.dwg 102/28/05 I SCALE: 3/4" - 1'-0" TU_S1-2.dwg 102/28/05 r SCALE: 3/4" 1'-0" TU_S1-2.dwg 02/28/05 I SCALE: 3/4' = 1'-0' POUR STRIP ®PERIMETER RI 7 1/4.4" 4"POUR 1 1/2" SHIM ®JOIN AND ® MIDSPAN OF PANEL FLOOR SLAB SEE PLAN -- STRIP C PERIMETER7 RI 1/ `• PIPE SEE PLUMBING DIAMOND PATTERN TYP. & COLUMNS T&B REINF. &TIES, SEE PLAN FLOOR SLAQ ` SEE PLAN 0H55 I H/ SEE FILL THIN AS FORMING. &FILL AFTER ARE LEVELING w/ UMN BASEPLATE SCHEDULE w/ SAND LAYER REO'D FOR THEN w/ COL IN PLACE NUTS 1 1/2" & POUR OF CONCRETE PANEL REMOVE CONCRETE & LEADER GROUT FlN. FL 4'-0' MIN. SEE PLAN. A ��ti�'/�,\ / ( 4 DWL 0 18' o/c 4'-0" MIN. SEE PLAN. CONC. TILT -UP WALL PANEL, SEE ELEVATIONS FOR ® R INFORCING i�4 DOW0. 18" o/c 0 PERIMETER OF TILT -UP PANELS i•STANDARD • - c HOOK A• 4 OWL 18' ❑ c / 2'-0" 0080. TILT -UP WALL PANEL, SEE ELEVATIONS FOR ® R NFORCING $4 DOWEL 18' o/c ® PERIMETER OF TILT -UP PANELS �_'�v 2'-0• BRICK SEE ARCH. STANDARD HOOK #8x1'-6' DOWEL TYP. EA END EA. 510E OF PANEL CENTERLJNE JO CONC. TILT -UP WALL PANEL SEE ELEVATION FOR REINFORCING N7 1 1/2• SHIM ®JOIN AND A MIDSPAN OF PANEL FlN. FL • 100'-0'__� • i t i _ 1 i •• • MIN. ��•}.+r CMU BELOW GRADE an STARTER COURSE AS REOD. . Fl N. FL MIN. " NPx EA END DEAL FACE OF PANEL FAH FL ¢: W''� � 1�iii: 1 .:;'ii:',,•.'?`:t#"5%%tikk"'#r ; .k �#�: ` tln#iC33. is:::: ;�=ii 'i11040=F1.5". _ I _. (_ I • •8 x 1'-6' DOWEL TYP. EA END Eh 510E OF PANEL;: L"£iH�i ........::..:..::..:..... .. .... a RAS ..... ... ,.'.• ,.....r .:........ .rs.. :k,:.:. ",y'x+w+i« ,n. �. "\.:.'. 100 ,-h•:i;s•..'.+r .>ro-n:. mak. "�� 1 -Q WALL FTG. -"1 ,...., „, I «e;.;,r::Tm... ......... ..e•a:.,n.:..: a• w I - - - - TI • d 6 M N. .. ... I I I TI BELOW 5EE PLAN PANEL WIDTH PANEL WIDTH T.O.F. SEE PLAN•NAL . i:aws:a. T.p.F. THICKENED SLAB BEYOND S P ,: I#ki `I '�t�.• LAN r'Iss: F c,t-#k.� . Fi E:ruEEF .::;rs ;F,.t " A•.. fiUt: ,...1. �t .:. COLUMN :6t:u3: ..# :; E:., „F " ;;"Y'I _ •.. is�3ksla: :..; "• . .. �sFE PLAN THICKENED SLAB BEYOND T&H REINF. TIES, SEE PLAN 5EE PLAN / WALL FTG. SEE PLAN J rk. f 1E ! �: � #', il' E:.t,E. .'@Ix ^��^� � s: v;??:a wHrix'`X%e?;e _ #'#: ?Fi ' #b..::o. 's;:.M1: r:::. #; :,#'. •. ,.......,`.,:. '4 F T.O.F. 5EE PLAN i�'�3 i i!. :,; <... THICKENED SLAB ::xk!c s: T&B REINF. Y,r�:•j BEYOND f & TIES, sat PLAN ''E SEE PLAN #I :;...##i WALL FTG. // E•:::EE: 5EE PV+N Ju;'�; , Ftriit #;' ::f:[ �,�' x;., sI %•EE ::' # :!i21i: %�," �3 t� .:1.3 #%. �'ii!_.:621215551251816522126061..,, #.,;:: Ea; -. , .„: ;-;: 'fI r:. 411:. :•S:• �� ,:, „ti:i:�: s -i1 T_OJ'_ SEE PLAN SEE 'BEV. SEE ELEV. 1 1 /2" GROUT TYP. r Ark FOOTING SEE PLAN HOOK ]DOWEL MATCH 3” HOOK • AFTER PANEL FOOTING 5 IN PLACE SEE PLAN -L DOWEL MATCH BARS 1 1/2" GROUT TYP. AFTER PANELBOTT IS IN PLACE 1 -L L70WEL MATCH AFTER "PANEL GROUT . BOTT. BARS IS IN PLACE BO7T. 8485 TYP. WALL SECTION AT BUMPOUT 20 PANEL JOINT AT FOOTING 16 TYP. TILT -UP WALL PANELS ELEV. 12 TYP. WALL SECTION 8 DROPPED COLUMN FOOTING 4 N_51-2.dwg 109/22/05 I SCALE: 3/4' - 1'-0' TU_S1-2.dwg 1 02/26/05 I SCALE: 3/4' = 1'-0 TU_S1-2.dwg 1 02/28/05 I SCALE: 3/4• = 1'-0' TU_S1-24wg 102/28/05 I SOALE: 3/4• - 7'-0' TU_51-2.dwg 102/28/05 I SCALE: 3/4' = 1'-0' 00k,y s. Y KOHL'S - TUKWILA, WA 17200 SOUTHCENTER PARKWAY TUKWILA, WA 98188 DEVELOPED BY: KOHL'S DEPARTMENT STORES, INC. N56 W11000 RIDGEWOOD DRIVE MENOMONEE FALLS, WISCONSIN 53051 TEL (262) 7133-7003 FAX (262) 703-7515 11152 REVIEWED FOR CODE COMPLIANCE FEB - 2 1007 City Of TukwilaMI IT! rvirmr• r1T1 TT rNN Ifs 1,; 11 II' ��,, '1 i• /�`, it ' 1_,11 I l I I I Ii f) J REID MI rDDLETON, IIVC, J AM ROSE ENGI EE NG 1NCea1I44)RATr''7 Wae N216 COMMERCE CT SUITE 100 C;"1;3A2 GRG. WI 53112 PH.120217-7€02 =AY ,202; 377.4000 B4l1b0'igr'c-i1'OEfC,J`.Cum INFORMATION ON THIS DRAWING TAKES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFLICTING INFORMATION. NO. DATE BY DESCRIPTION A12/22/06 TK REMARI. A A A A A A A SECTIONS AND DETAILS SCALE: AS NOTED PROJECT #: 06-392 DRWN BY: KRD CHKD BY: RMS BLDG. SUBMITTAL: 10/12/06 CO 0 N N N SHEET: H �./ s� 1 W ■ 2 ❑_ W \\AEIYl1\nm\VAULT,D—AM BROSE\200Bdwg\OB-3612 NDS 11152 Tukwila, WA\11152_51-3.dwg Thu., 21 Dau. 2008 — 12:57pm s #y afitforikAmilasvra KOHL'S = TUKWILA, WA 17200 SOUTHCENTER PARKWAY TUKWILA, WA 98188 DEVELOPED BY: KOHL'S DEPARTMENT STORES, INC. N56 WT7000 PoDGEWOOD DRIVE MENOMONEE FALLS, WISCONSN 53051 TEL: (262) 703-7000 FAX (2621 709-7105 11152 Ob -3 REVIEWED FOR CODE COMPLIANCE FEB a 2 2007 City Of TukwII BUILDING DIVISION 1\;.\i"o II L L -J) S I I L, LJ I� Iii I! I u u[ ' REID MIDDLETON, ON, INC. AMBROSE ENG EN E ERIN N 1 ON TC'OR.' T 1? W51 N215 COMMERCE CT. $UTE 100 CEDARBUR x. WI 53012 PH. (2c 377-7602 FAX 1252': 377-4868 3 S?T bS;Ygc 1T 1$3& fl . ".. G -m INFORMATION ON THIS DRAWING TAKES PRECEDENCE OVER THE SPECIFlCATIONS MANUAL IF T145 DOCUMENTS HAVE CONFUCITNG INFORMATION. NO_ DATE BY DESCRIPTION »DD»»> 12/22/06 TK REMARKS CO Ca CV N CV SCALE: AS NOTED SHEET: PROJECT #: 06-392 CO DRWN 6Y:KRD CHKD BY: RMS S13BLDG. SUBMITTAL:10 12 06 rr1 SECTIONS AND DETAILS 7 1/4" 2 �5 E.F. T&B T.O. PANEL VARIES 7 1/4" 25 E.F. T&B 0 7 1/4 0 7 1/4 SLOPE EXTERIOR 10' SILL 1/2- FENCE EE ARCH. 11 1/4" CONC. TILT -UP WALL PANEL POUR STRIP ® PERIMETER, SEE PLAN FOR SIZE dt EXTENTS FIN. FLFL SEE DT. 8/51-2 FOR INFO NOT SHOWN CONC. TILT -UP WALL PANEL BEYOND 5 DWL ® 18' o/c ®DOOR OPENINGS POUR STRIP ® 1 F.V. L 5x5x5/16 w/ 1/2"95x0'-8" HD. ANCH- ® 24"o/c PND L 9x4x1/2 OR ALTERNATE FULL L 9%4x1/4 w/ 1/4" GUSSET PLATES ®24" ofc FULL WIDTH OF OPENING (PAINT) HOLD k BACK T.O. PANEL VARIES f T.O. PANEL t 2 #5 E.F. T & B T1LT-UP PANEL SEE ARCH. <i .-. „IF: lig ! SEE ARCH. TILT -UP PANEL SEE ARCH. #6 6 10" o/c VERT. y \ ,� m q V SLAB SEE PLAN ,� `'+ a - e di SEE ARCH, TILT -UP PANEL SEE ARCH. #6 ® 10" o/c VERT. w/ MATCHING DWL THROUGH BOTTOM EDGE OF PANEL 5 ® 16" o/c HORIZ. GRADE VARIES PERIMLItit, SEE PLAN FOR SIZE & EXTENTS * OUG6 FlN SEE ARCH N. . GRADE VARIES _ 100'-0" .,.,:'i E#:;8r�'''`««:'sv'" €`['• #'?€€ :&': at:, ,Z.'Fw s.':,rt# 17.-.^.x^ ,.,,, ' 100 -0 r.. , ."m..i y-C.sA�4fi: .;\. .»+�.s,_,^I�,x .. ----x--"91 r ••„ ..... •'•' - -- I _ _ _ 1 REINFORCING SEE ELEVATIONS '>4 ® 78" QA _ I _ _ _ _ `I e BUMPER BEYOND SEE ARCH. ALTERNATE w > 7 VERT, O.F. w/ MATCHING DWL THROUGH BOTT. ELLE OF PANEL 2"95 WEEP HOLES A 8'-0" 0/6 MATERIAL DOCK SLAM SED PLAN , - • • • f #5 ® 12" o/c VERT. I.F. w/ MATCHING DWL THROUGH BOTTOM EDGE OF PANEL .. �X4 8D 18' o/c HOR2. EF. 1' -6"x1' -6"x12" ERECTION PAD 0 EA. PDWL1E.F., f •__.. PROVIDE #5 E.S. OF GROUT AFTER PANEL IS IN PLACE Li co 5 1 a V SLAB SEE PLAN a�• I/ w/ MATCHING DWL THROUGH BOTTOM EDGE OF PANEL $5 ® 16" o/c HORIZ, BRICK SEE ARCH. GRADE VARIES THICKENED SLAB BEY` SEE POND LAN 1/2" E.J. MATERIAL 8- CONC. CURB w/ CHAMFER THICKENED SLAB GUSSET PLATE SEE POND LNN & TIES, SEEPLAN jr L GEN. NOTEKFlWNfS ? a • �/2-12 CONC. TILT -UP ELEVATIONS FORSED RONFORCING /Ir SEEKPLAN j T.D. SLAB T&B REINF. & RES, SEE PLAN F R LOCATION NO CURB. e? SIM. KPLAN /SEE OR EN. NOTE2-5SEE BACKFI _ ;M ~i:;:€i`<•> �^ SEE w' _ Tei aaa'�..° ..,t FOR 9AG G REQUIREMENTS TTP. RE UIRQA % • :R...„ r.ks:'w.,.v;;:,c;r• :'T •vw Y � SEE ARCH. [ �31Ii%%A. 11;: }i•5:": ... ;i 'zr:%�cw m'3` r^ ^w,a ..3 ;„:� p Y / REQUIREMENTS TVP. q EMEtJTS „.nuc }� ^ „'uk; �:[.':F�b.\ z[, � ,,.. �3.� I n�., .. .i# z 'ORO 99P4 e• 4 �4 LONG TOP T.D.F. I 4390 4§�0lid 4 #4 LONG TCP T.O.F. / f •. (�p Z e, i ,�..,�•SHORT 1' �'� 4 TOP "+ 44 LONG TOP T.O.F. SEE PLAN � FOD SEE PLAN ;.00s: FF E�;; o ::`0 g µ �#„� a. .. <sti�a�`;` 'SF' i ;i• .1� ..,.... 4 � DWL. 12" D O / CANT. T & 8 >f:.k WALL FTG. SEE PLAN 8x1 -6 DOWEL � �� , • .•Y' .:.r Fr :Sk . #. .. #:., ain#`.:a.:.,:,•:;;p#,.` e 1 •;ii'' y . .,:•; \ T-q.F. SEE PLAN .: s.,. ......, •;? .:.....:.. ........:�.,,.,, ..,..,.,, i... .. s....,.� ,,. �� ♦ tic[ ,;•$;,: � �wm>...........C... .:.>:., :..' ... .,,..,..........,... .. , }:;:µ ��... } i.. ,.:. Fn'M.... ,:.:: e>S.::x�„ ... .,ri: "fs � �# .,.mss ,..,,, SEE PLAN \ �`. k ss.,?� ;.� . '•A,I. # >.. .... : , .,, ........I.. H1il t ....,:, r::.`%�,e � [[.» j : < .:......�,,,. sk} i •z; �. � b�s.;. ?3 GJ� vaYA'11n �.:;s; y,.#� `1' SEE PLAN \ ,mow ' g' �:3 ^'„ T.• i ...<... ;al#:• . [ .:. y>,. :.a,. »:.^:::.... ti.......... .. .. . �4 1.c ...:......... ,,j_;.. t.. >(e?43 4 #4 LONG BORT. 5'-0”t 4 #4 LNG BOTT. N. 2 #4 LONG BOTT. 4'-6" Z DOWEL, MATCH EIOTT. BARS TYP. EA. END, EA. FACE OF PANEL 1 1/2" GROUT TVP. AFTER PANEL I5 IN PLACE 0OWE1, MATCH earT` BARS ALTERNATE2'-0"x2'-q"x12" ERECTION DOWEL DIRECTION PPD ®EA. PANEL JT PROVIDE 1_8 DWL EF., AFTER E.S. L I STN GPLAUTCE PANEL IS IN PLACE ALTERNATE 2' -0"x2' -0"x12' ERECTION DOWEL DIRECTION2" Q EA. PANEL JT PROVIDE #8 OWL E.F., AFTER E.S. O. JT., IN GPLACE PANEL IS IN PLACE CONT. FTG. 9- PANEL REINF. w/ DOWELS - THRU BOLT. EGGS PANEL AND INTO CO OF . F70. In ,,,`, • ; !s: �;s€x;:•1i E#:###:1i::[k;#>•s#(#i '#`;:;u ^-•-� w•x%ii SEE OTL. 19/$1.2 "1».?r,..y,w .;%t €i;p'�:., ^ps €w 1. ;S,C(iC� S.?ii:i�I::i^Fw,w-..�.z:: ;'::: ki<#�'.• , .:,::k.,:y. , 'si: 'ir::... ,"a.,rr,.+:. [... -:-4 $nr ® STEP •.,.I ERECTION PAD STEP As REo'D. ELEV. SCREEN WALL SECTION 18 SCREEN WALL SECTION 14 TVP. WALL SECTION 10 LOADING DOCK SECTION 6 RETAINING WALL SECTION —] 2 SM_TU_51-3.dwg 1 10/06/05 I SCALE: 3/4" = 1'-0" SM_TU_51-3.dwg I 10/06/05 I SCALE 3/4" = 1'-0" TU_51-3.dwq I 02/28/05 I SCALE 3/4" = 1'-0" TU_S1-3.dwg I 02/28/05 I SCALE 3/4" = 1'-0" N_51-3.dwg I 02/28/05 I SCALE 3/4' m 1'-0" 1/4" yI 2'-0" MIN. SEE ARCH. 20' - o/c CONCRETE TILT -UP WALL PANELS CAULK JOINT SEE ARCH. TYP f _ X MAX REMOVE CHAMFERED STRIP AFTER CONC. POUR 3/4 W )7 SPED s FACE . TOP OF OPNG. JJ�� a ®� --.,, ca :'#i l>': :,1 ..LE�CTERIOR is V:;h Yi #:� a ;3 ## %:# •n' ii::a ie# x;:i .: `, �#EI M .: ' >-'[ # % ;;#:i'# :iE£#! •d':i i, idea # kk :F:;' g3:'k:#&.�y:5:: iso ; #133: :,`�„knk'•T ��£i iri'i 'k.?,;::;ak#;,3's; a, rF✓.:k �: uwK4#` R 5 VERT. MIN. U.N.O. FULL HT. OF WALL 5 W EE ALL ELEVATIONS J W VA,,:.n<... WINDOW OPENING x V w 1,1 en CI-s#'hkkf:;:,:, , � • (1 i n .s[ <#; :,,'aw.yN,��.s' ,.in i#rh ::;•' ik. ..i#,., %is 3 `ts3, •5�^Hn'Nr m moi, '#;;.rk,'c;`J:: ,i3 AE.;,•:'s.0 ::'^"3• ? is 'at:,.�;,.v;,:,.r. si • k�#kk,, ”. ;#: is 's ; �#3 m a 'EI:::.; ;..:>;[�a t ^ k, s..'i;i!1: i.:# :v �; i ,,: "�!e•i4i`Ti`?i;:i:u;w ,# [.i..t :; :..:a;z&oF ..;#sa :i[[^,i... :,.: ,. � _ i p :i�i�^•:3".[ t .»»Mi•:`#a i.#iait'i"e ,�i:k:`Ik#:.1:+', """;>i� .333:;#,,. kkk ;):R:�„,;, ;��i `4' �`I`tt✓..b� .k•k`uks:; �M3'3; : `�1:..I.:k (x bw^^. is : D d V p SEE ARCH.Y CONCRETE TILT -UP WALL PANEL BEYOND 6 TILT -UP RAKE JOINT &CAULK SEE ARCH. A t ir:E �&?'+::,�^: ^''^•., .�,..'.:; ;:ic:y.;.,.,�^i %�',`t�� ,.y.�: i�^'iJ[... ei}�,•,,..:+., ;rr s•s.:.. ;,�i k[RNkM ;:;?[. T: ?:#,„E `( �,'h.",�r.'.^# f :i#:s#t•'+.,ix.. • sk# ...:, i`e,,A++M,'4 rx....�ii!E#,;:....n'v..';ji<#;?it:i:':'.,:;`,.;.[s�t:++..c,..,..��'^,.M:;<s, ``^.,,.^: CUT ALTERNATE HOB. EN41< AHT CANTN JOINT IACCllRTAJ BOTT. OF PANEL TOP OF FTG. \\ `2 #5 HERR. MIN. U.N.D. SEE WALL ELEVATIONS C NOT USED 19 TYP. SECTION AT OPENING 15 TYP. WALL REINF. AT OPENINGS 11 CONTROL JOINT DETAIL 7 PANEL JOINT DETAIL —3 MS_S1-3.dwg 1 09/22/05 I SCALE: N.T.S. MS_S1-3.dwg 109/22/05 I SCALE N.T.S. MS_S1-3.dwg 1 09/22/05 I SCALE: N.T.S, TU_S1-3.dwg 1 02/26/05 1 SCALE: 1 1/2 = 1'-0” TU_S1-3.dwg 109/22/05 I SCALE N,T.S. FTI f• POUR STRIP ® PERIMETER 7 1/4' 3/4” 11 1/4"f SEE PLAN o s RE1NF„®RIZ6J0%c RAKECK OR CAULKM CMU VENEER SEE ARCH. SEE ARCH. .Z 2x"A" CONC. ®v t ;1i4 OWL. C0 18" o/c �.. TILT -UP WALL PANEL SEE A ELEVATIONS FOR 'EI I 0" LNG DOWEL• TILT-UP � LA-TMN PERIMETER. SIZE & EXTENTS 2' 0" a1" • . A/ #5 ® 16" o/c HORIZ. E.F. �5 ® 16" o/c VERT. E.F. STANDARD MI PRECAST GAP SEE ARCH. BRICK SEE ARCH. iIIIIFOR PPIZVfffAi 7�rra ��1 T.O.W. _ —_ , " 102 -02'-0" W ,_ ■ I ■ • _11111_ • �.'. MIN. ' ,, - HOOK FTN FL BB 2 #4 jgl, 'L� -I I 5. .' 1"d WEEP HOLE @ 4'-0" o/c ABOVE EXTERIOR GRADE co 4 �d q k;333L;,:uLY% x�r 8' ##• mm [Y[ '•, Y4e : [i7•1 -....„:L44.,.,: a.t, 100 -0 I I H I = ==-7I . •v 2 5E.F.T&B GRADE N r •Q• .6 -- 4 'N. . e -GRAVEL '3. ,•14F #;•s � I ' I T.0.F. T&B RUNF- THICKE7NEp SLAB &TIES, SEE PLAN ? BEYOND •° - = a VARIES CAULK JOINT 7 BRICK ANCHORS SEE ARCH. (14 CA. MIN. ANCHOR, 9 GA. CONCRETE MIN BRICK WIRE) TILT -UP 16" o/c MAX. EA WAY WALL PANELS 0.145 TO PANEL w/ (2) HILR 0.145" X -DNI PDF w/ 1" EMBED. A SEE PLAN L 5EE GEN. NOTE 2-5 FOR BACKFlWNG REQUIREMENTS Q NTS TVP, . •".i a ` b i 8 x 1'-6" DOWEL TYP. EA PND. FACE OF PANEL EA."^',?+_"w+; S%:a L-'" :n.$'4. ., :,r .. ' Fk " .,y r; :,.:,;:.,s;;Et,:.>;k, ' ;. <E +'' ?yy:E: ,[ ,,e7µ7':.. ..'� , : -- I e.;;: SEE PLAN FX70TING 2 0 -^ic WALL. FTG. BEYOND SEE PLAN �_ un nw: `,4 i3;::T .3u3:#:;#:Ir• 'I's.:[n:H#'sx S,.s:.�.aC . ; ',, i;3i,. tG w ..:° .w:ii#ir�i:;5 h.w'i T.0_F_ SEE PLAN Z DOWEL MATCH BOTT. BARS 1 1/2" GROUT TYP, AFTER PANEL IS IN PLACE NOT USED 20 NOT USED 16 NOT USED 12 TVP. PLANTER WALL SECTION 8 BRICK ANCHORAGE & CONTROL JOINT DETAIL 4 T1.1S1-3.dwg 09/22/05 SCALE 3/4" = 1'-O" TU_51-3.dwg 09/22/05 SCALE: 3/4" x. 1'-0" TU_S1-3.dwg 09/22/05 1 SCALE: N.T.S. T11_51-3.8wg I 09/22/05 I SCALE N.T.S. iIJ_51-3. 1-69]2£/0e1"' CC IT"a.\---,\_/N., ,..-`-. s #y afitforikAmilasvra KOHL'S = TUKWILA, WA 17200 SOUTHCENTER PARKWAY TUKWILA, WA 98188 DEVELOPED BY: KOHL'S DEPARTMENT STORES, INC. N56 WT7000 PoDGEWOOD DRIVE MENOMONEE FALLS, WISCONSN 53051 TEL: (262) 703-7000 FAX (2621 709-7105 11152 Ob -3 REVIEWED FOR CODE COMPLIANCE FEB a 2 2007 City Of TukwII BUILDING DIVISION 1\;.\i"o II L L -J) S I I L, LJ I� Iii I! I u u[ ' REID MIDDLETON, ON, INC. AMBROSE ENG EN E ERIN N 1 ON TC'OR.' T 1? W51 N215 COMMERCE CT. $UTE 100 CEDARBUR x. WI 53012 PH. (2c 377-7602 FAX 1252': 377-4868 3 S?T bS;Ygc 1T 1$3& fl . ".. G -m INFORMATION ON THIS DRAWING TAKES PRECEDENCE OVER THE SPECIFlCATIONS MANUAL IF T145 DOCUMENTS HAVE CONFUCITNG INFORMATION. NO_ DATE BY DESCRIPTION »DD»»> 12/22/06 TK REMARKS CO Ca CV N CV SCALE: AS NOTED SHEET: PROJECT #: 06-392 CO DRWN 6Y:KRD CHKD BY: RMS S13BLDG. SUBMITTAL:10 12 06 rr1 SECTIONS AND DETAILS N 1417 Aft NV "1 An 7 1/4"ii I " r; Ei2) i=! ®{ a.a Q 181' 4 139'-4" 20'-4" 1'- 10'-6" 20'-0" 20' 23'-0' 1Y-0' 4T-0- 24"--13' 14' CMD STAIR SUPPLIER TO PROVIDE CONNECTION TO WALL TO SUPPORT STAIR ASSEMBLY L 4x3x1/4 LLV) `a 0 PERM a• OF STAIR OPS G 1, IV AIM 2•mv o z'mg FA #3 DWL ® 6" o/c — —24 _ Ark I Igor 11 0/750 SIM AIM w W 16x45 3 86 IM 40'-0" 3 #8 .Nr. w/ #3 DWL ® 18" o/c TYP. 0 EXT. •LAB L 4x4x3/8x35'-6 w/ 13 - 3/4"0 HD. ANCH. ® 6" /c E0. END ® SLAB + 1 2"m A.B. ® 1'-4" o/c w/ II 9/16"x1 1/2" SLATTED W HOLES ® OPENIN �Q 7'-5" 17-3" LO AIMPIft Ink Nay 3ti r Ar AAl IIIIIIIIIIIII, II 3 46 x 26-0 FA C 8x11.5 0 PERIMETER OF STAIR OPENING 3 #6 CONT. w/ #3 DWL 0 18" o/c #3 8'-0' 24" o/c T.P 4 SP 10 0/750 W 16x36 L 4x3x /4 CONT. (LLV) 11 mw 1 Ank ��a :° ' . Fl1111, i 1 SP®5, W 24x62 SLAB OPENINGS AT MECH. SEE SHT. 3.11 FOR SIZE AND LOCATION & DTL 24/52.1 16.36 mi ' p W 16x36 BRACING BELOW Mk Ark EV NW 7 SP. 6'-O" 42'- " 7 1/4" 0 0 0 W 16x45 #3 DWL a5 18" o c + 2 #6 CONT. x. 413 0 CONC. SLAB ON COMP. DECK SEE PLAN T.O.S. 111 -5 NOTCH CONT. ANGLE AT COL TYP. W BEAM SEE PLAN 7.0.9. J.B. W BEAM SEE PLAN L 2x211/4x0'-5" DECK SUPPORT ON 3 SIDES THRU PLATE, WELD TO SLOTTED COL H55 COL. SEE PLAN 1'-0" CONC. SLAB ON COMP. DK. SEE PLAN T.D.S. 111 -5 L 4x3x1/4 CONT. (LLV) ANGLE EA SIDE WIDTH & THICKNESS TO MATCH BM. FLANGE 3/8" STIFF PLATE EACH EDE 0 COL W BEAM SEE PLAN HSS COL BEYOND SEE PLAN MEZZANINE SECTION xTU-DTLS_52.1.dwg 1 02/03/05 1 SCALE 3/4" = 1'-0" 6 MEZZANINE SECTION xTU-DTLSS2.1.dwg 102/03/05 I SCALE 3/4" = 1'-0" 1 CONC. SLAB ON COMP. DECK SEE PLAN FULL HT. 3/8" 5111-3-. PLATE W BEAM SEE PLAN COPE BOTT. OF BEAM AS REQ'D. FIN. FL 111'-9" T.O.S. J.B. Y 111'-0 SEE ARCH MC STRINGER NOTCH BELOW UNTEL 0 DOOR THRESHOLD ONLY CONT. ANGLE, WELD TO MC ® NOTCH FOR DOOR SEE PLAN A00 REINF, 0 OPENING SEE PLAN ismiEtkONNOW KOHL'S - TUKWILA, WA 17200 SOUTHCENTER PARKWAY TUKWILA, WA 98188 DEVELOPED BY: KOHL'S DEPARTMENT STORES, INC. N56 W17000 RIDGEWOOD DRIVE MENOMONEE FALLS, WISCONSIN 59051 TEL (262) 703-71x10 FAX (262) 703-7105 EA. JOIST CONC. SLAB ON COMP. DK. SEE PLAN IRV STAIR LANDING EXTEND STAIR LANDING THROUGH D001 THRESHOLD CONT. STUD WAU. SEE ARCH. COMP. JOIST SEE PLAN L 4.3x1/4 CONT. (LLV) w BEAM SEE PLAN J.B 11152 REVIEWED FSR--_ CODE COMPLIANCE FEB - 2 2007 B MEZZANINE SECTION xTU-DTLS_S2.1.dwg 1 02/03/05 1 SCALE: 3/4" = 1'-0" 7 ENCLOSED STAIR SECTION xTU-DTLS_52.1.dwg 1 02/03/05 1 SCALE 3/4" w 1'-0" 2 1'-0" 1'-0" CONC. SLAB ON COMP. OK. SEE PLAN T.O.S. 111 -5 T.O.S. J.B. 111 -0 ANGLE EA. SIDE WIDTH & THICKNESS TO MATCH BM. FLANGE 3/8' STIFF PLATE EACH SIDE 0 COL W BEAM SEE PLAN HSS COL SEE PLAN TYP HSS COL SEE PLAN 4" SLAB ON 1 1/2" COMP. DECK SEE PLAN . FL 1FI1N1'-9" T.O.S./11 -0 J.B.S 1 THRU PLATE WELDED TO SLUII3JJ COL #3 DWL. w/ STANDARD HOOK SE PLAN CGNC. TILT -UP WALL PANEL BEYOND SEE ELEVATION FOR REINFORCING CONT. REINF. SEE PLAN CONC. SLAB ON COMP. DK. SEE PLAN 7 1/4" #3 OWL w/ STANDARD HOOK SEE PLAN FlN111 . FL =9' COMP. JOIST SEE PLAN 111 -0 L 4.3x1/4 CONT. (LLV) w/ 1/2"m EXP. ANCH. 0 16" o/c, END OF ANGLE EACH PANEL JOINT NO SPUCE RECD. CONC. TILT -UP WALL PANEL, SEE ELEVATIONS FOR REINFORCING SEE PLAN SEE PLAN RAILING/FENCE SEE ARCH. C 8x11.5 w/ 1/2"4 x 8" ANCH. OR DEFORMED BAR ® 24" o/c CONC. SLAB ON COMP. DK. SEE PLAN W BEAM SEE PLAN COMP. JOIST SEE PLAN J, FIN. FL Y 111'-9" Doo-3if MEZZANINE SECTION xTU-DTLS_52.1.dwg 1 09/08/08 I SCALE: 3/4" - 1'-0" 23 NOT USED xTU-DTLS_52.1.dwg 102/03/05 I SCALE 3/4" = 1'-0" 18 MEZZANINE SECTION xTlJ-DT1.5_52.1.4wg 1 02/03/05 1 SCALE: 3/4" - 1'--0" 13 TYP. JOIST PARALLEL TO WALL xTU-DTLS_52.1.dwg 1 02/03/05 1 SCALE: 3/4" = 1'-0" 8 MEZZANINE SECTION xTU-D11L5S2.1.dwg 1 02/03/05 1 SCALE 3/4" = 1'-0" 3 { SEE PLAN 5EE PLAN SHOP DRILL HOLE AS READ. STD PIPE x bf ONLY WHEN I.D. 5 3" SEE PLAN FOR I.O., WELD TO BM. WEB CENTERUNE BEAM OR JIT. TYP. 0 16 rCONCRETE FLOOR SLAB CENTERUNE BEAM OR JST. TYP. 2 #5 5.&8. EA. 5IDE 1 OF OPNG. —. REINF. TO SPAN TO ADJACENT BEAM 0R JOIST DUCT SIZE +2' DUCT SIZE +2" SEE MECH." 2" MIN. 1 FOUR OPENING LOCATION AND SIZE SEE ARCHITECTURAL MECHANICAL OR ELECTRICAL 2. FOR OPENINGS UNDER 8", N0 REINFORCING 15 REQUIRED. 3. DO NOT REMOVE METAL DECK WITHIN OPENING UNTIL CONCRETE SLAB HAS SET 7 DAYS MIN. TYP. L 4x3.1/4 CONT. (LLv) CONC. SLAB ON COMP. DK SEE PLAN 35/6" - 20 GA. METAL STUDS FULL HEIGHT ® 24" o/C ANCH. STANDARD STUD TRACK TO FULL HT. STUDS 111 -9 CDUNG SEE ARCH. 14 GA VERT. SUDE CUP (MIN. 100 CAP.) ANCH. TO L 4x3 w/ (2) 0.145"9 PDF ® EA STUD STANDARD STUDS TO CDUNG HT. SEE ARCH. 7 1/4" CONT. REINF, SEE PLAN AROH. CONC. SLAB LII #3 DWL w/ STANDARD F ON COMP. DK.IIIIhhh. SEE PLAN SEE PLAN 1,.„,• FIN. FL ,..'' ".........:.......:...: wH.;, 112tH " 111 -9 'r) ,. JIT. BRG. SEE PLAN ST �I 111 -0 BRICK 0E115EE ARCH. L 48381/4 CONT. (LLV) w/ 1/2.6 EXP. ANCH. BRICK SEE ARCH. ® 16" 0/c, END OF ANGLE ® EACH PANEL JOINT CONC. TILT - NO SPLICE RE00. WALL PANEL Oil ELEVATIONS RENFORCINC 00K ND UP SEE FOR CONT. REINF. SEE PLAN CONC. SLAB ON COMP. OK. SEE PLAN 2'-0" 7 1/4" WT 6x15x0'-5" #3 OWLS- w/ STANDARD HOOK SEE PLAN 111 -9 JST. BRG 111-•0 16 EMBED PLATE SEE PLAN CONC. TILT -UP WALL PANEL" SEE ELEVATIONS FOR RENFORGING FIN. FL 111'-9" EA JOIST 3 CONC. SLAB ON COMP. DK. SEE PLAN RAILNG SEE ARCH. $ ' PLAN C 8x11.5 w/ 1/2"3 x 8" ANCH. OR DEFORMED BAR 0 24" 0/0 T.O.S. 112 -1 T.O.S. ,LB 111-0 W BEAM SEE PLAN ADD REINF. ® OPENING SEE PLAN BEAM OPENING DETAIL xMS-DTLS_S2.1.dwg 1 02/03/05 1 SCALE: 3/4" 29 TYP. SLAB OPENING DETAIL .TU-DTLS_52,1,1:1wg 1 02/03/05 I SCALE: N.T.S. 24 MEZZANINE SECTION xTU-DTLS_52.1.dwg I 02/03/05 1 SCALE: 3/4" = 1'-0" 19 JOIST PARALLEL TO WALL AT BUMPOUT xTU-0TLS_52.1.dwg 102/03/05 I 50ALE: 3/4" l'-0" 14 TYP. JOIST BEARING ON WALL xTU-DTLS,_52.1.dwg 1 02/03/05 I SCALE: 3/4" = 1'-0" 9 MEZZANINE SECTION xTU-DTL5_52.1.dwg 02/03/05 I SCALE 3/4" = 1'-0" 4 FULL 3/8" STIFF. PLATE TVP. EACH SIDE HSS COL. w/ 1/2" CAP PLATE & (4) 3/4'5 BOLTS SEE PLAN THRU PLATE WELD TO SLOTTED COL J� T11.01.5-. 0/ J.B. Y 8.4x1/4 (B.O.W.) & L FULL HEIGHT COL SEE PLAN CONT. REINF. 5EE PLAN CONC. SLAB ON COMP. DK. SEE PLAN 2'-0" 7 1/4" sEE ARCH. #3 DWLS. w/ STANDARD HOOK SEE PLAN mm iii " slIE�a.7�SL�i ;� iop N 6.4x5/ 6 (GALV.) (T.O.W.) WT 6.15x0'-5" 111 -9 J57_ BRG 111 -0 E1.48EA PLATE SEE PLAN BRICK BEYOND SEE ARCH. BRICK SEE ARCH. CONC. TILT -UP WALL PANEL, 5EE ELEVATIONS FOR REINFORCING DOUBLE ANGLE CONNECTION TVP. AT WALL PANEL CONC. SLAB ON COMP. DK. SEE PLAN CONC. TILT -UP WALL PANEL" SEE ELEVATIONS FOR REINFORCING T.O.S. 111 CONC. 5LAB ON COMP. OK. SEE PLAN #3 x 6'-0" 24" o/c TOP COMP. JOIST SEE PLAN FlN. FL 111-9 COMP. JOIST SEE PLAN W BEAM SEE PLAN TYP. SPLICE DETAIL xT1.1-DTLS_52.1.dwg 1 03/30/05 I SCALE: 3/4' = 1'-0" 30 TYP. BEAM TO COL. CONNECTION xTU-DTLS_52.1.dwg [02/03/05 I SCALE: 3/4" 1'-0" 25 TYP. BEAM TO COL CONNECTION xTU-0TL5_52.1.dwg 1 02/03/05 1 SCALE: 3/4" = 1'-0" 20 JOIST BEARING ON WALL AT BUMPOUT xTU-0T1-5,52.1.dwg 1 02/03/05 I SCALE 3/4" - 1'-0" 15 TYP. BEAM BEARING ON WALL xTU=DTLS_52.1.dwg 102/03/05 I SCALE 3/4" - 1'-0" 10 MEZZANINE SECTION 5 City Of Tukwila 1-,0 V 1 [1§ MEZZANINE FRAMING NOTES: • SEE GENERAL NOTES SHEET 50.1 • 4' CONCRETE SLAB ON 1 1/2' 22 GA WIDE RIB COMPOSITE DECK FASTENERS: 36/4 PATTERN w/ (1) BUTTON PUNCTI -SIDELAP'flONN. SEE DTI_ 1/S3.2 FOR AoorrioNAL FASTENING INFOR Tio . TYPICAL COMPOSFFE STEEL JOIST DESIGNATION: - DEPTH JC TL/LL/COMPOSITE ALL JOISTS AND BEAMS TO KAYE HEADED STUDS WELDED PRIOR TO POURING CONCRETE SLAM. WE GENERAL NOTE 5-7. PROMEIE BRIDGING AND CONNECTIONS OF JOISTS PER SLIL OSHA AND JOIST MANUFACTURER'S REQUIREMENTS U.N.O. BEARING ON TILT -UP WAU- PANEL • [-I INDICATES NUMBER OF 3/411 x 0.-3" HEADED SHEAR STUDS EQUALLY SPACED ON sit -EL BEAMS. STUD LENGTH INDICATED IS AFTER WEDING. 40EST SUPPLIM TO PROADE SIZE AND QUANTITY INFORMATION OF HEADED S11109 FOR COMPOSTE 40STS PRIOR TO 13100ING. JOIST SHOP DRAWINGS FOR FINAL SZE AND QUANTITY OF HMCO STUDS ON COMPOSITE JOISTS. - CAMBER COMPOSITE JOISTS FOR 1005 NON -COMPOSITE ElEAD L_O.AD. AND DESIGN JOISTS FOR 1..IVE LOAD DEFLECTION OF L/360. • C x/x" INDICATES UPWARD CAMBER AT BEAM CENTERLINE. • REINFORCE FLOOR OPENINGS PER DTL 24/S2.1. SEE MECH. FOR SIZE AND LOCATION. - EMBED PLATES: - ED - INDICATES CONNECTION TYPE. SEE SCHEDULE DIFL. 1/S4.2 . trip - 1NDICATES X" BEAM OPENING sa PLAN & 011. 29/S2.1 AMBROSE WS6 N215 COMWMCE CT. CE.DARBURG, ,1•012 f202] 377-M2 FAX fM] 377-4608 INFORMATION ON THIS DRAWING TAKES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFUCTING INFORMATION. NO. DATE BY DESCRIPTION »D»DD» 12/22/06 TK RENARICS MEZZANINE FRAMING PLAN PLAN NORTH PROJECT #: 06-392 BLDG. SUBMITTAL: 10/12/06 S2.1 BID SET 12/22/06 \\AEiW1\umWAULT,U—AM8ROSti1,2006dwg\05-392 KOS 11152 Tukwflo, WA\11152_51 —1,52-153—l.dwg Frl., 28 Jon. 2007 — 385pm o/c MAX., SEE 5/54.2 3zD'-8• 161'-4 20'-4" 40'-0" 40'-0' 40'-0" L 3x3x1/4 CONT. w/ 3 x1/2"x1'-6" SPLICE PLATE JE 129.-8 ROOF DECK SEE KEY .LAN -OR DECK SIZE & FA3'TFNIN3 PA & DTL 1/S3.2 3 5P. 0 5•-0' = 170' 10 3/4 - 51M 6 K 2 SPL HI 139'-4" 40'-0" 20'-4• ROOF DECK KEY PLAN Dao 0 0 0 0 0 0 00 p,. AM 16 / \ / -it- o � O 1 0 0 0 0 o 0 n 0 O 0 0 ig 0 V_n'41 r0O lir 00 0 0 0 0 0 0 00 MARK DECK Slit FASTENER PATTERN SIDE LAP CONNECTIONS MINN. JOISTS SHEAR CAPACITY (Ib./ft.) MFG. VALUE 1 1/T2 PE P1229 ° 36 / 5 VSC ® 24' 0/c 604 © •• 1 11„PE P 22 36 / 7 VSC 0 8• o/c 804 SES E. ZFN`ERAY -6 • SE DETAIL 1/S32 FOR DECK FASTENING PATTERN HI LO so - M 4' CONT. w/ 8x3 4x3'-2 & /4x3'-2" SPLICE PL.(TES A PROP UNE "714;122 ErY :1x52 ;117'457 ?1x62 (117' 21x62 (11Y=8-) 21xF+2 (117'-8') JE 117'-8 TIE PLATE TF RU SLOTTED C )L TYP. 5 PLACES SE D11 8/533 2 1%1.x2 1/2x1/ as JOISTS 1 TC 6 TIE AJGLE ATTACH 70 &L6x4 pMgt� 0, ± 26K 9 TA.. U.N,O.) Pn f 266 Pp=±266 (118' -4• TIP ROOF DECK TIE PLATE •NN. TOP OF J• STS, 1YP. ® T1E 01515 (119'-3" T1P U. BOTT. CHOR JOIST EXT. TYP. 0, COLS. (118.-10- TTP. U.11A-) IK P. = t 27K 58 "P. F 5'-0" o/c 0 In 7 1/4' N 0) 01 0 11 �? N rt BV �o� felq �R�vcE Ln c9DE 9. V Oillikvitla N I ‘ 0 I BTWN. GRIDS PL 1/4" x 8" EQ. SPACE 5.-0' o/c MAX. C SPANDREL_ PANEL r 5213 10N 3_,4K Pte± 586 10 LO 53.2 4 ,L -OG 8N_ 9K (1 U.111.0.) = 400 8N 8 96 TIE •LATE, • E EA. .IDE, D 10N 8.46 —I— 3x3x1/4 CONT. 2•x1'-6• SPLICE PLATE Irzers2 I IllliI 7x&4 1 9' rr ,zii� �14•14,=26 Aik NV L 3x3x1/4 CONT HI �' FMEllI SIM 1l• - 10 1 _ `L� L 3x3x1/4 BRACE (GA]_V.) '� EA. PJST 53.5 �� ICI i1 L 6x4x5/16 CONT. 3 SLOES 10 1111=111: 21x• C I 1 F' �I w/ 3- HANGER/BRACE LO 5, r ►7�1� �m{�. i` '-3 3 c 8x18 -1 1/2" M'�a�'�4 `� >3'-11• 8'-11" - 7 Q. SP. 8'-11"NW c c ® 3,3 $.7 0 EACROSS BRIDGING IDE 0 C-8 C 6 •:.2x10-0" FLAT ® 3'- 0' o/c (MA:.) L 6x (T.°. 1 53.4 11 w•�� y !i /' 1 6 r�s'i--: 1 9 7 1 �1� I W 1 4A�I[ -7 1/2' e®'f� r��IffJli�l� L 3 xt/4 CONT. HI �. �_ I w� � L 3x�x1.4�BRACE (GAI.VJ x5/16 CON-. .) (GALV) 'YP. L -x- - •' . DES w/ 3 - HANGER/BRACE LO M 4Y-2' / 9'-0• f 8'-11. I' " 7 EQ. P. 520 -8• = 32' " 53.5 0 55 ® 6,7 x5/16 CONT. 3 51DE5 - HANGER/BRACE LO 1 y� 0 10 0 00 0) a A A KOHL'S - TUKWILA, WA 17200 SOUTHCENTER PARKWAY TUKWILA, WA 98188 DEVELOPED BY: KOHL'S DEPARTMENT STORES, INC N56 W17000 RIDGEW00D DRIVE MENOMONEE FALLS, WISCONSIN 53051 TEL (2621703-7000 FAX (262) 703-7105 JOIST LOADING DIAGRAMS ▪ = 2400 Ib. 15'-3" Wa 75 lb/ft / Ws = 125 Ib/ft 28 K SPL 1 Pq. = 2400 Ib., Py = ±3800 18. P _ ±3800 Ib. ±1670 It -Ib. WHERE INDICATED SEE PLAN OTE Ps, FORCES ACT OPPOSITE ONE ANOTHER - 556 PLAN 1 1 1 JOIST GIRDER P0. = 2400 Ib. 15'-3' P,p• _ ±3000 Ib- 13'-7 1/2" Ws- = 329 IL./ a W=75 b/1ft/Wa= 125 Ib/ft P SEE PLAN Tri 28 K SPL 4 NOTE P,M, FORCES ACT OPPOSITE ONE ANOTHER MAX, UNIFORM LOAD PER 511 TIE / SPL JOIST SEE PLAN ROOF FRAMING NOTES: • SEE GENERAL NOTES, SHEET 50.1 • ROOF DECK (thru-out): 1 1/2" - TYPE "8" WIDE RIB DECK. SEE FASTENING SCHEDULE AND DTL 1/53.2 FOR FASTENING INFORMATION AND GENERAL NOTE 5-6 • [x•] INDICATES JOIST SEAT HEIGHT • JOIST SUPPLIER TO DESIGN JOISTS AND JOIST GIRDERS FOR A NET UPLIFT 0F: ZONE 1 FIELD) = -10 PSF ZONE 2 PERIMEIEH) = -14 PSF ZONE 3 CORNER) - -14 PSF SEE GENERAL NOTES FOR ZONE DIAGRAMS. • WHEN REQUIRED JOISTS HAVE BEEN DESIGNED FOR DRIFTING SNOW, ROOF SUPPORTED FRAMING, AND EQUIPMENT INCLUDING APPAREL RETRIEVAL SYSTEM. • PROVIDE BRIDGING AND CONNECTIONS OF JOISTS PER 511, OSHA, AND JOIST MANUFACTURER'S REQUIREMENTS U.N.O. • DECK LAYOUT TO BE 3 SPAN MINIMUM • (xxx -x") INDICATES JOIST BEARING ELEVATIONS AND TOP OF STEEL ELEVATIONS. • PROVIDE L 4x4x0-8" w/ 9"x1/2"x1'-0" EMBED PLATE 1/ 4 - 1/2'4 x 0'--4" HO. ANCH. AT EACH JOIST OR JOIST SUB. BEARING ON TILT -UP PANEL U.N.O. • ROOF OPENINGS AT RTUB - VERIFY ALL SIZES AND LOCATIONS WITH MECHANICAL DRAWINGS. 5EE DTL 3/53.2. • PROVIDE L 3x3x1/4 FRAME AN0 SUMP PAN AT ALL PRIMARY AND SECONDARY ROOF DRAINS AND L 3x3x1/4 FRAME AT ROOF OPENINGS NOT SPECIFIED. SEE MECHANICAL DRAWINGS & DTL 2/53.2 • RTU MAXIMUM WEIGHT 3600# EA, U.N.O. IF WEIGHT INDICATED 15 EXCEEDED, NOTIFY ENGINEER. • EMBED PLATES: EP -1 10"x3/4•x1'-3" PLATE w/ 4 - 3/4'4 x 0'-4' HD. ANCH. EP -2 9"x3/4•x1'-4' PLATE w/ 4 - 3/4"0 x 0'-4' HD. ANCH. EP -3 12•x3/4•x1'-6• PLATE w/ 5 - 3/4.0 x 0'-4" HO- ANC -L • P. LOADS INDICATED ON PLAN ARE DUE TO SEISMIC (E) LOADS. USE LOAD COMBINATIONS OF 160 SECTION 1605.3.1 ONLY. WHEN TWO P. LOADS ARE SHOWN USE LARGER LOAD. x 6-, • - - INDICATES MOMENT CONNECDON SEE DETAIL 15/53.5 • ® - INDICATES CONNECTION TYPE. SP SCHEDULE DTL. 1/54.2 AMBROSE ENGINEERING INCORPORATED W66 14215 COMMERCE CT. SUITE 100 CEDARBURG, WI 53012 PFI. [262] 377-7602 FAX [262] 377-4868 ambeng@ambeng,com INFORMATION ON THIS DRAWING TAKES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFLICTING INFORMATION. NO. DATE BY DESCRIPTION 12/22/06 7K REMARKS A A A A A A 01/26/07 KO PLAN REVIEW COIAMENT5 CDROOF FRAMING PLAN SCALE: 3/32"=1'-0" SHEET: PROJECT #: 05-392 DRWN BY:KRD CHKD BY: RMS BLDG. SUBMITTAL: 10/12/06 ROOF DECK \ PER SJI 0 SIDE LAPS, SEE PLAN FOR SPACING AND TYPE FASTENERS AT ANGLE OR HSS TUBE PERIMETER SUPPORT TO �� "-ILA, ILA,AF CFCk ____ MATCH SIOELAP SPACING OR MAXIMUM sp S pW/�!y 1) FLOOR DECK SIMILAR / � (q,I, 2) HEADED SHEAR STUDS AT FLOOR DECK MAY BE SUBSIRLRED FOR FLOOR FASTENER.C �� ' 3) CONTRACTORS OPfON TO USE MECHANICAL FASTENERS TO OR WELDED FASTENERS. "`' JOISTS Igl I • i� ..-INTE-- IATE SEE SUPPORTS, SUPPOFOS, 5EE + PUN FOR QTY. y i i' � _ - ' ' r , ' - , / c' FASTENER TYPES SEE NOTE 2 & 3 6_ �� 7-A.......SGS JOIST GIRDER TOP CHORD ( ` ' �r ROOF DECK SEE PLAN ,-I•_ 3"x1/4"x1-2" TIE PLATE TEMPORARY JOIST ERECTION BOLTS ONLY. REMOVE AND WED JOIST TO GIRDER PRIOR TO PE PLATE INSTALLATION ROOF DECK SEE PLAN ' 3 1 •"x5/16 1•-2" T1E PLA EA. SIS OF GI'�ar JOIST SEE PLAN SEE PLAN I TYP JOIST SEE PLAN _ JOIST SEE PLAN , JST. BRG. SEE PLM; JOIST SEE PLAN JOIST SEE PLAN F. BRG. • Sa PLAN 1 �r� _ �. pF BAR JOISTS ' 'es• 5/80 PUDDLE WELD HILTI FOR BlSEDNK22 MATERL4LN1%ASTENERr TD 1 %4SEE HILT; X-EDNIG HSN FTENERS E MARL 1/4TO 3/85EE iIj JOIST GIRDEROT GIRDERf• PLAN 5EE PLAN BOTT. CHORD BRACING AS REQ'D. BY JST. SUPPLIER JST. qR. PLAN HSS COWMN w/ CAP PLATE 5EE PLAN 1 PROVIDE F1JLL BOTT,• CHORD IXT. ®COL. DO NOT WELD TOUDJST.6"x1/2x0'-6" PUTE TYP 5/8� PUDDLE WELD HILT; ENP2/ENPH2 FASTENERS FOR BASE MATERIAL1/2" 1/4 08 GREATER "-1 OF' •9 ' J r a a _: 6"x3/4"x0•-8" MIN. PLATE WELD TO COL ONLY HSS COL w/ 'WO 6"x1/2"x0•-6" MIN. PLATE ` WELD TO COL ONLY TYP r 1/2" CAPSEE PLAPN TYP. JOIST BEARING 17 TYP. JOIST BEARING AT COL 13 TYP. GIRDER BEARING ON COL 9 DECK FASTENING DETAIL 1 TU_S3-2.dwg 102/28/05 1 SCALE N.T.S. TU_53--2.dwg 109/22/05 I SCALE: 3/4" = 1 • -ID 1 J_S3-2.dwg 1 09/22/05 L SCALE 3/4" = 1'-0" TJ_53-2.dwg 109/22/05 I SCALE: 3/4" = 1'-0" 1 •-0" VERIFY w\ ADD 17r7x3/16 BY STRUCTURAL STET_ • ERECTOR WHEN x' 15 x SEE PLUMBING DRAWINGS - FOR DRAIN SIZE IN SUMP PAN TYP J D \ <TYP hJST. SLOTTED PLATE WELD TO & MATCH BEAM FLANGE GIRD. OEJCK I , Y '[ ¢ \ P ANGLE TO C \ (2) L -SEP PLAN COPE VERT. LEG �� END MORE THAN 4" a m ' � =11: N "-. z' �._ r SOEEOF JOIST SEE PLAN �- A / , // � \ A !_ - , JST. BRG. ! _� Sa PLAN W 27 BEAM SEE PLAN - SEE PUN a D TDP CHORD rd \ : (2)L - SEE FLAN TOP k. All. _ "W.BOI JST. JST. GIRD. SEE PLAN 4• CLEAR DIMENSION BETWEEN JOIST 4" yy I" SUSPENDED EQUIPMENT i8 (INCLUDING APPAREL RETRIEVAL SYSTEM) OR PIPING LOADS GREATER THAN 200 LB BRG. TOP CHORD OR BEAM FLANGE " "BRG. • SEE ARCHITECTURAL DRAWINGS •COORDINATE METAL DECK OR MECHANICAL FOR DIMENSIONS "A" & "B" SUMP PAN SIZE WITH SUPPLIER FOR DIMENSIONS WELD LZx2x3/16 TO JOIST CHORDS FROM LOAD POINT TO PANEL POINT WHERE CONCENTRATED LOADS ARE NOT AT PANEL POINT LOCATIONS. NOT USED 18 NOT USED 14 BEAM BEARING ON GIRDER 10 TYP. EQUIPMENT SUPPORT DETAIL 6 FRAMING AT NON -RTU DECK OPENINGS 2 TU_S3-2.dwg 1 09/22/05 1 SCALE: 3/4" = 1= 1.-0" TU_S3-2.dwg 109/22/05 I SCALE: 3/4" = 1'-O" TU_S3-2.dwg 1 09/22/05 I SCALE: 3/4" = 1'-0" TU_53-2.dwg 102/28/05 1 SCALE: 3/4" = 1'-0" TU_S3-2.dwg 1 02/28/05 I SCALE: 3/4" = 1•-0" CONT. ANGLE, SEE PLAN 0 7 1/4 7 [�[0 1/4 7 1/4 Da „3„8,1 SEE PLAN JSTSS,, & ® DUCT 11 CHANNELS 10 1l<8. OPENING „� ` �1 W �I lq m r + }, T.0. PANEL FOR SIZE. LEG UP WHEN PERP. TO JOIST, WEED TO T.O. PANEL T.O.PANEL EP JOIST. SEE DTL. 20/53.3 FOR WELDING TO EMBED ROOF DECK SEE PUN SEESEE _ N d ROOF DECK SEE PLAN 6"x0. -8x0'-8" SEAT PLATE w/ 8"x1/2"x0'-8 1/4' STIFF PLATE i SEE •\ ARCH. ROOF DECK SEE PLED ARCH. REINF. ROOF LINE SEE ELEVATIONS P '1 _ YI _ _ _ =I 111AAA r ' '_ ev y 'g i� 'u' I F w O u n 1-1 S J0IST \ iD 2x2x3/16 WHEN \',SIS GRE 6" FROM TOP PNL ' \ C 60.2 x 8.-0' FLAT L. 1 Llh, w MECH. / �I JST. BRG- v W j.. s= I\ a ,27 Ow' g N "� N O- = �\ 10 1 IS I I:REJNF. 1 I1 �'�.�.�.�rwwr�rr�� D• 111M I:: WCONT. 3 �I \_rP N , JST. BRG. I 8 . JST. BRG- """ SEE PLAN i ♦♦, .. SEE PLAN N ANGLE, SEE PLAN FOR-- SQE, w/ 9/16"x1 t/ ' ••; •iI�1 -��I' �I', I Sa PLAN �� SEE PLAN E JOIST SEE PLAN • Q m J _� iJ t � �� ^ ^ c' EMBED. PLATE L 44.1 /2x0'-8" BRG. ANGLE ROOF LINE SEE ELEVATIONS EMBED PLATE SED p ' SEE PLAN BRIDGING & CONNECTION BY JST. SUPPUER CONC. TILT -UP SEE, ELEVATIOWALL NS FOR REINFORCING SLOTTED HOLES w/ 2"6 EPDXY ANCH. CO 24" o/c. LEG 00 .. 1. �. PARALLEL TO JST., SEE DTL. 19/53.3 FOR WELDING TO EMBED \ / \ Y .' \ i� I • ' �+ - .7,4_..; N i 1 i I i[ I r 4 6"x3/4"x0•-6" PLATE WELD TO EMBED ELATE ONLY ii 4"x3/8"x0•-8" EMBED PLATE w/ (2) 1/2"0x0'-4" HD. ANCH. CONC. TILT -UP WALL PANELSEE ELEVATIONS FOR REINFORCING r 'J CONC. TILT -UP WALL PANEL, SEE ELEVATIONS FOR RENFORCING / -`I• ,-"7711T11.-r. r1r ': AR '' . _ _ _ — _ _ — _ _ III III III III r + ow U n NOTE ADDITIONAL DECK FRAME NDT REQ'D. R.T.U. VERIFY SIZE & LOCATION w/ MECH. CONTR. TYP. HIGH ROOF SECTION 19 TYP. HIGH ROOF SECTION 15 TYP. GIRDER SECTION 11 NOT USED 7 TYP. FRAMING AT RTU's 3 T11_53-2.dwg 1 09/22/05 I SCALE; 3/4" = 1'-0" TU_S3-2.dwg 1 09/22/05 I SCALE: 3/4" = 1'-0" TU_S3-2.dwg 1 09/22/05 1 SCALE: 3/4" = 1'-0" TU_53-2.dwg 102/28/05 I SCALE: 3/4" = 1•-O" TU_53-2.dwg 1 03/17/05 1 SCALE N.T.S. •T• 1'-rSEE PLAN N TYP. SPLICE PLATE SEE PLAN CONT. ANGLE ty SEE PLAN FOR c17F o. A.— r \ /AT (2) TIE W 1 1/2" 11 V \PL•s ONLY / SEP PLAN PLATE EA. LEG "L" OASPLICE ONLY WHEN INDICATED ON PLAN / SEE PLAN / 0 EQ. EQ. r r CONT. ANGLE SEE PLAN & DTLS. FOR SIZE /- & ORIENTATION 1-4 TYP + I/ V SPUCE PLATE SEE PLAN SPLICE PLATE EA. LEG WHEN INDICATED ON PLAN PANEL- JOINT NOT USED 20 NOT USED 16 NOT USED 12 NOT USED 8 EDGE ANGLE SPLICE DETAIL 4 T i_S3-2.dwg 1 09/22/05 I SCALE: 3/4" = 1 •-0" TU..S3-2.dwg 109/22/05 [ SCALE 3/4" = r-0" TU_53--2.dwg 109/22/05 rSCALE 3/4" 1'-0" TU_53-2.dwg 1 09/22/05 I SCALE: 3/4" = 1'-0" TU_S3-2.dwg 1 09/22/05 1 SCALE: 3/4" = 1 •-0" KOHL'S - TUKWILA WA 17200 SOUTHCENTER PARKWAY TUKWILA, WA 98188 DEVELOPED BY: KOHL'S DEPARTMENT STORES, INC. N56 W6'000 RIDGEW00D DIVE MENOMONEE FALLS. WISCONSIN 53051 TEL (262) 703-7000 FAX (262) 703-7106 11152 REVIEWED FOR CODE COMPLIANCE FEB - 2 ZOO r�fiv Of Tukwiia R{ 411 nTNG DTVISTCN [ !„ids"^-^ - • 1 ' JAN 2 9 2007 • 17 I • A BROSE ENGINEERING INCORPORATP.D W66 N215 COMMERCE CT. SUITE 100 CEDARBURG, WI 53012 PH. [262] 377-7602 FAX [262] 377-486B ambeng@ambeng.cam INFORMATION ON THIS DRAWING TAKES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFLICTING INFORMATION. NO. DATE BY DESCRIPTION 12/22/06 TK REMA55S A 01/26/07 KD PLAN RENEW COMMENTS A A A AA A A A SECTIONS AND DETAILS SCALE AS NOTED SHEET: PROJECT: 06-392 DRWN BY:KRD CHKD BY:RMS BLDG. SUBMITTAL 10/12/06 S3.2 2:Lu KOHL'S - TUKWILA, WA 17200 SOUTI-ICENTER PARKWAY TUKWILA, WA 98188 DEVELOPED BY: KOHL'S DEPARTMENT STORES, INC. N56 W17000 RIDGEWOOD DRIVE MENOMONEE FALLS, WISCONSIN 53051 TEL: (262) 70.3"7000 FAX (262) 703-7105 11152 17,7717,: - y -- REVIEWED ODE COMPLIANCE An�(/�,7'z(n FEB E - 2 LJa1 City Of Tukwila L[ �� O1\!T TON JAN 2 'J 2007 AMBROSE ENGINEERING INCORPORATED W66 N215 COMMERCE CT. SUITE 100 CEDARBURG, WI 53012 PH, [262] 377-7602 FAX [262] 377-4868 ambeng@ambeng.com INFORMATION ON THIS DRAWING TAKES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFUCTING INFORMATION. NO. DATE BY DESCRIPTION A12/22/06 TK REMA105 A A A AA 01/26/07 50 PLAN REVIEW COMMENTS SECTIONS AND DETAILS N N N SCALE: AS NOTED SHEET: PROJECT #: 06-392 Lu LU DRWN BY: KM) CHKD BY: RMS s a 0 0 BLDG. SUBMITTAL: 10/12/06 7 1/4" 7 1/4" 7 1/4 7 1/4" 7 1/4" 6.1 CONC. TILT-UPCO WALL PANEL, SEE ELEVATIONS FOR 1,^6" REINFORCING CONT. ANGLE, SEE PLAN FOR SIZE LEG UP WHEN PERP. TO JOLST, WELD TO EA. JOIST, SEE DTL 20/533 & 20A/S3.3 FOR WELDING TO EMBED • • r • ° ° • - • • •• 4T.O. PANEL SEE ARCH. CONC. TILT -UP WALL PANEL SEE ELEVATIONS FOR REINFORCING REINF. T.O. PANEL COM. ANGLE, SEE PLAN FOR SIZE. LEG UP WHEN PERP, TO JOIST, WELD TO EA JOIST, SEE DTL 20/53.3 & 20A/S3.3 FOR WELDING 70 EMBED \ • a • •° • r • • T.O. PANEL 7 SEE ARCH. CONC. TILT -UP WALL PANEL, SEE ELEVATIONS FOR REINFORCING REINF. w I f 7.0. PANEL T.O. PANEL ROOF DECK SPLAN EE111110% SEE N ARCH. CONC. TILT -UP WALL PANEL, SEE ELEVATIONS FOR REINFORCING REINF. 0 ROOF UNE SEE ELEVATIONS • • SEE ARCH. • ° • ° ROOF DECK SEE PLAN , SEE N - w ARCH. CONC. TILT -UP WALL PANEL SEE ELEVATIONS FOR REINFORCING REINF. ROOF LINE SEE ELEVATIONS 10 3/4"7 1/4 CONT. ANGLE, SEE PLAN FOR / / w/9/16%1 1• '•-• S;- / SLOTTED HOLES w/ 1/•"m EPDXY .Z. ANCH. ®24• o/c. .. G WHEN PARALLEL 0 ST. 53.3 FOR WELDINSEE G TO EMBED ROOF DECK SEE PLAN + V ROOF DECK SEE PLAN B' x3/4 -x0'-0" SEAT PLATE w/ 9"x1/2"x0'-8 1/4" STIFF PLATE HSS 2 1/2x2 1/2 \ SEE PLAN 7'4 , a D e 2" L 40401/2x0'--8 ERG. ANGLE ROOF DECK SEE PLAN ° ROOF SEE �a -� UNE ELEVATIONS I L 40401/2x0'-8" ERG. ANGLE ROOF DECK SEE PLAN _ ROOF SEE =4 - UNE ELEVATIONS �I - ` w ��_� JOIST SEE PLAN :I GIRDER PLAN JOIST SEE PLAN 7'1 f- A P1 11 7'1 7'1 7'l 7'1 7'1 f--1 I-1 7'1 \ �`,� JST. ERG. - - - °N! JST. BRG. I I `+• . r JST. BRG. IlkJ�JST. E1RG. JST. BRG. NI14 - . SEE PLAN CONT. ANGLE, SEE PLAN FOR SIZE, w/ 9/16'x1= ] HOLES w 1/2"1•EPDXY JSEEPLAN �ti . " SEE PLAN CONT. ANGLE, SEE PLAN FOR SIZE, w/ 9/16"x1 OLES 1/2'0 1/2"m EPDXY SLOTTED HANCH. 4 1 2"\ / YSEE PLAN 4 1 2 \ SEE PLAN / ^ j ' SEE PLAN o. ,.- 4 • =Q JOIST SEE PLAN \ EMBED SEE PLAN PLATE JOIST SEE PLAN , . t EMBED PLATE ' PLAN OlST GTR. PLAN p EMBED. PLATE / SEE PLAN 1 I O • PER JST. ANCH. WHEN PARALLEL TO JST. SEE DTI- 19/53.3 & 19A/53.3x FOR WELDING 70 EMBED PER JSi. I SUPPLIER BRIDGING & CONNECTION BY JST. SUPPLIER 0 WHEN PARALLEL TO JST. 5EE DTL 19/53.3 & 19A/S3.3 FOR WELDING TO NABIL EED6'x3ST/4-/4'PLATE - 0'6- MIN. '- PLATE ER HSS COL w/ 1 2 SCAPP PEE LATE / - 3/5'Z p/xO-B4�HD. + V • •/4• ' • PANEL STEP V 4 ° I SUPPLIER BRIDGING & CONNECTION BY JST. SUPPLIER I 4. ,,b, PANEL STEP 6"03/4'x0'-6" PLATE WELD TO EMBED PLATE ONLY O w/ (2) m ANCH. • N- CONC. TILT -UP WALL PANEL, SEE `� ELEVATIONS FOR REINFORCING • g p r SEE 11 •. WALL ELEV. 1/4' CONC. TILT -UP PANEL. SEE 7 SEE ELEV. 11 1/4" CONC. TILT -UP WALL PANEL SEE + D - ELEVATIONS REINFORCING FOR ELEVATIONS FOR REINFORCING TYP. WALL SECTION AT BUMPOUT 21 TYP" WALL SECTION AT BUMPOUT 17 TYP. WALL SECTION 13 TYP" WALL SECTION 9 TYP. WALL SECTION 5 TYP. WALL SECTION TU_53-3.dwg 109/22/05 SCALE: 3/4' = 1'-0' TU_S3-3.dwg 1 09/22/05 1 SCALE: 3/4" - 1'-0- TU.S3-3.dwg 109/22/05 SCALE 3/4" = 1'-0' T11_53 -3.9w9 1 09/22/05 1 SCALE- 3/4" - 1'-0" TU_S3-3.dwg 1 02/25/05 1 SCALE: 3/4" = 1'-0" TU-53-3.dwg 109/22/05 1 SCALE 3/4 = 1'--D" 7 1/474' 11 1/4" 9-x1/2•x1•-0' EMBED _'PLATE 7 1/4" 3/4" 11 1/4' 9"x1/2"x7'-0" EMBED TIE 0 THRU W BEAM SEE PLAN HSS 2 1/2x2 1/2 BTVM. JOISTS • ® ® ® 4111010- . '+'' � - / ��^ • ,. ....--".--..- • y '..._ . / Hs5 COL SEE PLAN CONT. ANGLE TIE CHANNEL SEE PLAN - ob .. CIO 0 1 T.O. PANEL / - - Y w/ (4) 1/2"0x4" T.O. PANEL -I�� PLATE w/ (4) 1/2'mx4" SEE ARCH. r, Ij�1;1 �� HD. ANCH. ® EA END & 0 10'-0• o/C MAX. E,VIN T &BOF SEE ARCH. • • • `" - ' � 411 HD. ANCH. 0 E& END & 19 10'-D' 0/e MAX. BTWN 7 &BOF I, 4 3/4 7 1/4 ', �: SPANDREL BEAM -� -I � [� • SPANDREL BEAM I6" MIN.r EMBED PLATE TOP & BOTT. �� • L ° 2 #6 E.F. TOP TILT -UP PANEL SEE ARCH. 2 #6 E.F. TOP 3/4' SHIM PLATE CONC. TILT -UP } I6" MIN.r f EMBED PLATE TOP & BOTT. • u A � 2 #6 E.F. TOP TILT -UP PANEL SEE ARCH. 2 #6 E.F. TOP 3/4' SHIM PLATE CONC. TILT -UP ,S9 vF.ir. 3"m 5010 COL w/ 7'0,/2•x0• -r CRAP PLATE & 0 606.2x0'-6" A L. /� 4, • s ° ° • WALL PANEL. SEE ELEVATIONS FOR REINFORCING 5 0 16" o/c VERT. E.F. RE NF. ® ROOF UNE - •_ ` /► • WALL PANEL, SEE ELEVATIONS FOR REINFORCING $5 0 16' ole VERT. E.F. REINF. ® ROOF UNE .�, 1.7' -a- PI PI C.L. BEAM Arlik C.L •[97 V SEE ELEVATIONS I SEE ELEVATIONS L 4x47'3/8x1'-O" ► ��• CANT. ANGLE ROOF DECK 5EE PLAN '' = N� r• • = .V TIE PLATE THRU 8' g 3 I ^� IN. SEE PLAN •`` SLOTTED CDL q� S'r� JSETE BRG. -1-- - - - ENIMMIa! �l'�� JST. BRG.-1,1-:7- HSS 2 1/2x2 1/2 'B,WN. JOISTS ROOF DECK NOT SHOWN FOR CLARITYSLATTED MC 10x28.504' -D' CHANNEL5EE C 608.2x0''-6' JOIST ® PLAN ••' ° c ' ° SEE PLAN CONT. ANGLE, SEE PLAN FOR SIZE, w/ 9/161 =a- HALES ,/2-0 pDXY111197 ANCH. 0 24" c/c. .. •-.'. WHEN PARALLEL TO JST. C 608.2x0'-6' 5EE PLAN 1 _JOIST Z■ CONI. SIZE SLOTTED 5EE PLAN ANGLE, SEE PLAN FOR w/ 9/, ix, HOLES w 1/2"0 EPDXY CI. 0 24' o/c. . JST. ERG. r SEE PLAN 0 O O REINFORCE REQ'D DTL s/53.z PER JST. • • ^ . 5EE DTL 19/53.3 & 19A/53.3 FOR WELDING TO EMBED 5 18 16" o/c HORIZ. E.F. REINFORCE AS 9E40 SET: pTl. s/s3.zwBEAM PER .197.0 N PARALLEL TO J$T. DTL 19/53-3 & 19A/53..3AS WELDING TO EMBEDSEE 16" o/c FIORE. E.F.. oo/ SEE PLAN r, , CHANEL O O2 771E 0TIPLATE V \SUPPLI & CONNECTION BY JST. SUPPLER ' #6 EF. BOTT,L 8- I SUPPLER BRNG & CONNECTION L #6 E.F. BOIT..---`'O ,�JST. 4x4.3/8.1'-0BRIDGING SEAT ANGLE BY JST. SUPPLERP, 2 #6 EF. I•'+V6<TYP HSS COL SEE PLAN L 6o5*1/2X0'-6LT-UP 2 #6 EE - =r PANEL BEYOND PANEL = - 8.0. PANELEE ` IiIra8.O. 1•.IIMIllg .�,� 7 5ARCH. - SE ARCH. ro WALL SECTION 22 WALL SECTION 18 SECTION 10 SECTION 12 TU_S3-3.dwg I 09/22/05 SCALE: 3/4' = 1'-0" MS_S3-3.dwg 1 09/22/05 SCALE: 3/4" = 1'-0' M5_33-3.dwg 1 02/28/05 SCALE: 3/4" = 1'-0" MS_53-3.dwg 1 02/28/05 SCALE: 3/4' w 1'--0' PANEL GENE fl a wWAMIA' zca (1) 8"x1/2"x0'-8" EMBED. PLATE w/ 4 - 3/4"0 x 0'-4" HD. ANCH. CONI. SIZE SLOTTED ANCH. WHEN ANGLE, SEE PLAN FOR w/ 9/16-x -. " A HOLE : 1/2"0 EPDXY 0 24' o/ . 4 . :: PARALLEL TO JOIST . }},, ERG. CONC. TILT -UP WALL PANEL. SEE ELEVATIONS FOR REINFORCING (2) #6 x 3'-0' A515 DOWELS TYP. h. / SEE PLAN 7 CO 1/4 RI ROOF DECK SEE PLAN SEE PLAN JST. BEYOND .4: CONT. ANGLE 1'_0" 5EE PLANTO 5" E0. -6' NAILER, SCREW TRAIT( w/ 1/ 1 2. ROOF DECK SEE PLAN \ SDS G 16" o/c T.D.W. r �- .--� SEE ARCH. JOIST SEE PLAN ' - 0 " SEE PIAN w BEAM SEE PLAN jp, 5E�PLAN // ROOF DECK SEE PLAN 1 i �� " °' •, CON .PPNEIUSEE ELEVATIONS FOR REINFORCING - i�� W � III I45 �� 2'-0' MAX, 1'-0' 1'-0' SPLICE JOINTS .197. YSEE PLAN & PANEL & AS REgO. 14 GA.VEI1T. SLIDE CUP (MIN. i00� CAP.) ANCH. TO L 3x3x w/2 - 0.145•m PDF ®EA STUD w BFarr 5EE PLAN O O - 18 Gk MTL STUDS 0 116' /c HSS COL w/ 1/2" CAP PLATE SEE PLAN a"01/2'x0'-6" PLATE WELD TO COL ONLY BEYONp TYP SEE Mt 4/53.2 I I 6 11LT-UP PANEL JOINT DECK BEARING ANGLE DETAIL 19 HIGH ROOF SECTION HIGH ROOF SECTION 3 6 "�90 2B EF. BOTf. • 4 1_� ��-_ �\ �� 1/4 PLATE MS_53-3.dwg 1 09/22/05 1 SCALE: 3/4" = 1'-0" N-53-3-dwg 02/28/05 SCALE 3/4" = 1'-0" TU_53-3.dwg 02/28/05 1 SCALE: 3/4' = 1'-0' 1 PLATE NEAREST CENTERLINE CONI'. ANGLE SEE LEG UP WHEN PLAN FOR SIZE. PERP. TO JST. DECK TD HSS SEE CTL 1S3.2 / 3" EO. �T- I] 6"x1 5/8' - 18 G.A. MIL. STUDS O 18" a/c ANCH. BOTT. TRACK TO ROOF DECK w/ 1O-12 SDS ® 16- o/c ROOF DECK p�� 6 1 7 1/403/8x0'-7 I W/ (2) 1/2"0x4 �" "I' Hp. ANCH. - - _ l T ERG. SINGLE THRU PLATE CONN. SEE CONN. SCHEDULE FOR PLATE THICKNESS & SEE CONNECTION SCHEDULE SHEET 94.2 FOR ADDITIONAL INFORMATION OF PANEL ONLY PANELCLOSEST CENTERUNE x 0 DTL 20% 1 D 6' DO NOT WELD PLATES. WED TO EMBED CONT. ANGLE TO END EMBER ONLY TO EMBED PLATE11 MIOSPAN OF PANEL PLATE W BEAM J • o .. ,QST. SEE PLAN CENTERUNE + 5EE ELEV. 7 1/4" `. 3 TIES 5EE ELEV. BOLT QUANTITY ROOF DECK SEE PLAN HSS 2 1/2x2 1/2 L 40403/8x0'-6" END OF PLATE N END COL w. SED P �" •w 4 \ B BEAM SEE PLAN _ TILT -UP 2 i6 E.F. VERT. SEE ELEV.AT A 1-12 JST- 98900��"-".4=fir ,I SEE PLAN JOIST 5EE PLAN '• �� « a' \ EMBED PLATE SEF PLAN 2 PIA NEAR PANELS SPLICE 0 PANEL Ty U, IPM'iw -- -- J57. DRG. Si �^^PI. r�i• SEE PLAN SEE PLAN HSS 2 1/2x2 1/2. BTWN. JOISTS___BRG- 71k ., SEE PLAN ./ CENTERUNE OF ANEL 0 L " DTI- 20A + I 11 - JOINTS 5EE & AS READ. DTL 4/53.2 iv 4•pr W BEAM - • PLAN••• _• •BEAM I fill ^ W BEAT,) SEE PLAN .SEE I1 I $ v i ■I� I TYP. ANG: ;� SEE PLAN L 404x1 /2x0'-8' BRG. ANGLE CENTER ON JST. SEE PLAN 3 5/8"x1 5/9' - 20 GA METAL STUDS FULL HEIGHT 0 24- o/c 0 0 ANCHOR DEEP LEG SLP TRACK TO B.O. FLOOR 00 NCR 12SC 14 DEE0 P 00 NOT SCREW OEPP TRACK 70 STUD TOP DECK L o/c LEG TRACK I �I� , 5EE , 1/2" 'A• I SCHEDULE 5 1 1 ROOF JOIST SCHEDULE �" I 3' SEE PLAN COL SEE PLAN SLOT COL 95 914 PLATE SLOT TO•JST.• • I JOIST SEE PLAN 3 SIDES , I TILT -UP PANEL JOINT DECK ANGLE DETAIL 20 20A TILT -UP PANEL BEARING DETAIL 16 WALL SECTION 12 LOW ROOF SECTION 8 LOW ROOF SECTION 4 TU_53-3.dwg 1 02/25/05 1 SCALE: 3/4" = 1'-0' _M5_S3-3.dwg 1 02/24/05 1 SCALE: 3/4" = 1'-0• MS_53-3.dwg 1 02/24/05 1 SCALE: 3/4" = 1'-0' MS_S3-3.dwg 1 02/24/05 1 SCALE: 3/4" = 1'-D" PAS_53-3.dwg 1 02/24/05 1 SCALE 3/4' = 1'-0' KOHL'S - TUKWILA, WA 17200 SOUTI-ICENTER PARKWAY TUKWILA, WA 98188 DEVELOPED BY: KOHL'S DEPARTMENT STORES, INC. N56 W17000 RIDGEWOOD DRIVE MENOMONEE FALLS, WISCONSIN 53051 TEL: (262) 70.3"7000 FAX (262) 703-7105 11152 17,7717,: - y -- REVIEWED ODE COMPLIANCE An�(/�,7'z(n FEB E - 2 LJa1 City Of Tukwila L[ �� O1\!T TON JAN 2 'J 2007 AMBROSE ENGINEERING INCORPORATED W66 N215 COMMERCE CT. SUITE 100 CEDARBURG, WI 53012 PH, [262] 377-7602 FAX [262] 377-4868 ambeng@ambeng.com INFORMATION ON THIS DRAWING TAKES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFUCTING INFORMATION. NO. DATE BY DESCRIPTION A12/22/06 TK REMA105 A A A AA 01/26/07 50 PLAN REVIEW COMMENTS SECTIONS AND DETAILS N N N SCALE: AS NOTED SHEET: PROJECT #: 06-392 Lu LU DRWN BY: KM) CHKD BY: RMS s a 0 0 BLDG. SUBMITTAL: 10/12/06 \\4ETW1\om\VAl1L7,6—AMBROSE\200fidwg\06-392 KOS 11152 1^ 10 1/2 L 66465/16 CONT. 171 5 . r4`V'. titt ruW 1 T.O.W. 64111110.- ---c--- METAL STUDS 0 16" o/c SEE PLAN SEE PLAN / f 8" STUDS 0 16" o/c Iy (LLT) w/ 4'65/16'60'-4' PLATE - - T.O.W. SPLICE L 6x41 SEE DTL 38/53.5 d A & 3/8' GUSSET (GALV.) �`+ �;� 0.145'd PDF 0 16' o/c - 0 EE ARCH. EIFS �i i 1. i SEE ARCH.' L 66465/16 CONI. (LU -1) `�V.411 w/ 4"x5/16'60'-4' PLATE & 3/8' GUSSET (GALV.) / 0.145"d PDF 0 16" a/c VERT. L 363x1/4 _ 3"d SID. PIPE w/ LAT CAP & GUSSET PLATE (GALV.) SEE PLAN C6x8.260'-6", WELD JOISTS DECK BELOW o L 3x301/4 BRACE (GALV.) SEE PLAN, w/ (1) 3/4.0 A325 S.S.BOLT EA END ROOF DECK SEE PLAN 28 K JSi. SEE PLAN , T.0.5. i g V 4 h es 44 .y P g0� 4 • �h c..,0",.0 r4.m P��a MS.S. � 1 � VERT. L 363x1/4 WELD TO L6x4 0 TOPWALL �1 L pF & TO C6 0 BOTT. 3"d 570. PIPE w/ 3/8" CAP fi GUSSET PLATE (GALV.), SEE PLAN SIP E TO C6 0 D SEE ARCH. 58"x1 5/8' - 18 GA METAL STUDS 0 16" a/c ROOF DECK SEE PLAN �' C.J. 0 STUD WALL SEE ARCH. r I _ SEE PLAN a • . • 'd 5T0. PIE w/ 3/8' • (G4LV.). (C1.LV.) C6 BASE, • PLATE • EE PLAN N.1114 PUCE m ,LUMN L GT-: CE•� ONLY WELD TO L6x4 0 TOP & TO HSS GIRT ®BOtt. L 363x1/4 BRACE (GALV.). SEE PLAN wI (1) 3/4"d A325 8041 EA ENO / EIFS • SEE ARCH. H55 GIRT SEE PLAN SEE PLAN • • CONC. TILT --UP PLATE SH EA. DE PLATES T -O -S- �� SEE PLAN'?PRWIDE W 27 BEAM SEE PLAN T 0 5 -- - - - - +._.. i 3"d STD. PIPE I�� PANEL BEYOND AS RECD. TO MATCH THICKER BEAM WEB II 3/8" PLATE FA SIDE HSS COLUMN SEE PLAN " (GALV.) w/ C6 BASE, 3/8" CAP &GUSSET CONT. ANGLE SEE PLAN " • ,Iy1" EC. SEE PLAN T.O.S. J, IN I--1 11 ROOF DECK SEE PLAN �`"1 •a . rVARIES = N • "�' s GIRT „K GIRT I AFTER BOOT y I� INSTALLED 0.145'0 PDF ti Y , JSi. BRC. SEE -PLAN "I' -_ 11111111111\V - ■ - �-- � ® W BEAM —1 SEE PLAN JO° C668.200'-6", WAD • THRU DECK TO JOISTS BELOW O TO Cfi CONC. TILT -UP • � WSEE PLAN , C.L BEAM - r .....44414.11/4* 4\\ ` ` C6 0 WELD TI -14.R -U° -0°K TO JOIST BELOW �' �� RU - /c ECII F WALL PANEL BEYOND x - -1=� SPI., JOIST SEE PLAN _ _' & EMBED STID. SHIMS TO MATCH BEAM FLANGE WIDTHS w/ 4 - 3/4"0 BOLTS , CROSS BR BEIWEQV JOISTS DGING r s TILE SEE ARCH. A 3/8 STIFF EACH PLATE SIDE BOLTED SINGLE PLATE OR DOUBLE • ANGLE CONN. WALL PANE), �r • EMBED PLATE EA. SIDE OF PANEL JOINT 0 CENTERLINE OF BEAM. SEE PLAN a' ° � L 363x1/4 w EPDXY ANCH. UP PANEL. TILT -PLAN y ,A, BEAM 5EE PLAN. WELD BP.G PLATE BE -OND PANEL / BEYOND !!! TO JOINT _ N JOIST�N JOIST CROSS BRIDGING SEE PLAN EA. SIDE 0 POST SCFL1EEN WALL SECTION 17 WALL SECTION 13 WALL SECTION 9 BEAM SUPPORT DETAIL 5 SPLICE DETAIL 1 M5_53-4.dwg 109/22/05 I SCALE: 3/4" 1'-0 TU_53-4.dwg 109/22/05 I SCALE: 3/4- = 1'-0' TU_S3-4.dwg 109/22/05 I SCALE: 3/4- = 1'-0' TU_S3-4.dwg 1 09/22/05 I SCALE: 3/4' 1'-0' TU_S3-4.dwg 109/22/05 I SCALE: 3/44 = 1'-0" 1" SEE WOOD NAILER TOP & 80TT. 1- SEE SEE PLAN n �G 7 1/4 T.O.W. 0.-_.-.--,---. SEE ARCH.? 8'x 1 5/8' - 18 CA. METAL STUDS 0 16" o/c 0.145-0 PDF 6.6 • D : 0 I D i I 0I` I L 664x5/16 CONT. (LLH) (GALV.) 0.145'0 PDF 16' 0/C H. J, T.O.W. _ Y SEE ARCH. I ARCH. 7 1 4 / LL 66465/16 CONT. (GALV.) BEYOO L 30301/4 BRACE (GALV.) 0.145'0 PDF 6 16' a/c { / L 363x1/4 VERT. BEYOND C BEYOND STUD WALL / LLLL4444 0 0 L 664x5/16 CONT. (w) (GALV.) EIFS SEE ARCH. e"61 5/e"- 18 GA. METAL STUDS t 3 v 4 L 664x5/16 CONT. (LLH) f w/ 4-65/16-60'-4- PLATE / & 3/8' GUSSET (GALV.) v �"� (� :::: WELD TOOL664 0TP S 4 TO HSS GIRT 0 BOTT.7 ± x }\ mA4.� 6 ryy v1 f� 0 T.O.W. , SEE ARCH. • B"x1 5/8 x 18 GA METALSTUDS ANCHOR TRACK TO BOTT. HSS GIRT w/ 0.1450 PDF 0 16 0/c SEE ARCFLY EFS SEE ARCH. YD 8" i D 0 0 i N. a I (] �� CODE t Q� p o�Oy �� r s•� ARCH. SEE PIAN •�v •. ' •�Y r L�66465/166V-8" 6 SEE PLAN ,, V 2-12 D 1/ - 9\ 1 3'0 STD. PIPE w/ 3/8" CAP &GUSSET PLATE (GALV.; SEE PLAN PIPE TO C6 V •NT. ANGLE SEE PLAN 464x1/2x0'-B" • REINF. 0 ROOF UNE ROOF DECK SEE PLAN • L 563x1/4 CONT. (LLH) L 363x14 GA. x 0'-6' CUP ANGLE w/ 4 #10 SCREWS 'TO EA STUD & 0.145'd PDF 3., /� AFTER BOOT l5 INST � J/ ERG. ANGLE SEE ELEVATIONS (2) L 6z4 CEIUNG ►^� BEYOND ---- - C8, SEE PLAN 28 K JSi. SEE PLAN STUD WALL BEYOND 3 5/8' - 20 GA METAL STUDSEE 0 24" o/c i 0 O TOL 3x3 0 EA. STUD WELD HANGER & BRACE TO JOIST DR ANGLE L 363x1 4 HANGER & BRACE E4. SPACED C6xB.2x0'-6", WELD THRU DECK TO JOISTS BELOW ROOF DECK SEE PLAN °. 'L.,' ♦ - WELD EA. .; .+. w/ (1) 4"0 EPDXY ANCH. 7 , r r-1 110 NOT 14All I \ PLAN `�� = � � 4 1/2""\ SEF PLAN wUSED 09/22/05 SCALE 3 4' = 1'-0" JOIST SEE PLAN \ RU : • K N 6' ee 12'x1 2x0'-9" / EMBED PLATE. HAND RAIL SEE ARCH. SEE ARCH. RQNF. 0 ROOF LINE SEE ELEVATIONS •' ROODECK 28" FULL FDEPTH LAN 201 SEE PLAN i3 / • J01 \ ' �� i w/ 4 - 1/2'0 0 EA4JOIS . ANCH. .. . WELDED STRINGER SEE ARCH. 1 "x3/, 6" BAR GRATING w/ WELD TO M012L 16163/16 P& 05 PORTi8 a .7. /" C8 w/ CONN, ANG. EA. END SEE PLAN E]F5 SEE - ] BRIDGING T 0 SEE PLAN } SEE PLAN "o '• CONC. TILT -UP WALL PANEL f• SEE ELEV. FOR REINF. ' SOF 5 • ! • ° - , e5 TILE SEE ARCH. MCSTAIR STRINGER FSIPE�tEd ........................... ,[ . 2' CONC. TREAD ARCH. t ■ ON 12 GA PANS & RISERS 2" CONC. SLAB ON 12 GA PAN MC12 WELDED LANDING . kS7" SEE PLAN SEE PLAN O W BEAM SEE PLAN SEE ARCH.' ::;: �:::rcu=x-:nr:� �:::.�::x�a:::•r..•- �: �. SEEP H55 STAIR COL w/ 1/2' CAP PLATE SEE PLAN FOR n , �I III 11 EMBED TE LAN CONC. DLT -UP PANEL 8 MO LOCATIONS, WELD TO 3/16" END 19111 lidillk-MC12 LANDING FRAMING ip PLATE TREAD SUPPORT .-'_ , T.O. PIER YW'�� VARES STAIR POST w/ EXP. ANCH. 111 ' - TO THICKENED SLAB . i .gym r .'7 :151129 L 3x361/460-4 ,i SEE ARCH.w/ _BD. ANGI F . F I 1 B.O. AFS F1N. FL - '_ r s x '- MICR/4"0 EXP. 100'-0''r ,i;•�-. n-. 6 �; ,r -�' 1 D-0-TT/7G` i �• - - 5EE ARCH. �� - L 66465/16 STOREFRONT 7 1/2 OIL 11/53.5 SIM.D6 2' 01 ' �, i" r± II 1 SEE ARCH. iL o PLAN h VIEW W BEAM O 1 -0' I CONC. PIER SEE PLAN �� STAIR XXX FRAMING DESIGN BY NOTE TO ALL EXTERIOR STAIR 184/4180 BE GALVANIZED. f r STOREFRONT MISCELLANEOUS STEEL SUPPLIER OPEN STAIR LANDING DETAIL 19 EXTERIOR METAL STAIR DETAIL 15 WALL SECTION 11 WALL SECTION 7 WALL SECTION 3 TU_S3-4.dwg 109/22/05 I SCALE 3/4" = 1'-0' TU_53.4.dwg 109/06/06 I SCALE: 3/4" = 1'-O M5_53-4.dwg 109/22/05 I SCALE: 3/4' = 1'-0" TU_53-4.dwg 1 09/22/05 I SCALE: 3/4" 1'-0' TU_53-4.dwg 109/22/05 i SCALE: 3/4" = 1'-0' SEE ARCH. 7 1/4" POUR STRIP 0 PERIMETER 7 1/4" 7 1/4' POUR STRIP 0 PERIMETER SEE SEE WS DW STRINGER SEE ARCH. j4 DWL 0 18" o/c 2'-0" 4'-0" MIN. SEE PLAN. CONC . TILT -UP WALL PANEL, SEE ELEVATIONS FOR A REINFORCING c 4 DOWEL0 PERIMETER OF TILT -UP PANELS 2'-0' TILE SEE ARCH. STANDARD HOOK DES SEE ARCH. 0 STANDARD HOOK x 1'-6" DOWEL ' - 4'-0" MIN. SEE PLAN. CONC. DLT -UP WALL PANEL, SEE ELEVATIONS FOR REINFORCING #4 DOWEL 0 18" o/c pA�7, 0 PEUP PAN OF `- PANELS 2.-0 2.-0" 2'-0" C$ BEYOND CONC. SLAB ON COMP. DECK SEE PLAN ARCH. ARCH. CUP ANGLE EY STAIR SUPPLIER MC 12 STAIR STRINGER 2' CONC. TREAD ON 12 GA PANS MC STAIR STRINGER 2_ CONC. TREAD ON 12 CA PANS & RISES 2' CONC. LANDING ON 12 GA PAN NOTCH STRINGER ®DOOR , EMBED PLATE SEE PLAN FlN. FL �` ... &RISERS TREAD , �_�" �� 111 -9 -MIN n''''1,.._ & NOSING PAN FlN. FL ,- T.D.S. 111 SEE ARCH. 111 -9 _�� 1 ..� -5 1 �i �;8 MIN. $8 x 1'-6' DOWEL TYP. EA END. EA FACE OF PANEL FIN. FL TYP. EA END. EA FACE OF PANEL i FIN. FL. i1• . t / [L MIN. !'S3 4 OWL. 0 1 18' o/c HANDRAIL _ I SEE ARCH CONT. ANGLE BELOW NOTCHED • W BEAM .-�.'_ ... STRINGER SEE PLAN w ... CLOSURE " ,::: i.I : id ; :g R.:1 ;xu •:• .: �.—F. D ' 100-0 1000 ' i :.. .. . :.� = :.w, . . , : 1;a_� §+ a ...__.-,.- Imo•-•-••-••-• -_..•`• _.-......_.. .....I•W..._W.:r..::..::_. PLATE LANDING FRAMING I I //\//\///\//// /////�\�'\ TREAD SUPPORT TREAD UPPORi....• I - - H �= FLOOR SLAB I'-' '�0. A SEE PLAN }, FlN. FL CONC. TILT -UP WALL PANEL SEE PLAN n THICKENED SLAB TdtB REINF. i:-- &TIES, SA PLAN' SEE PLAN SEE PLPJ! �. I T.O.F. SEE PLAN T.O.F. SEE PLAN '-•� •" '' x z�._.• yam_ Sze'= ._ = _ T&B REINF. &TIES, SEE PLANBEYOND THICKENED SLAB Y 100'-0' m 8 1 1/2' GROUT TYR AFTER PANEL - _$ A... �c,.�•.._.�. --. BEYOND SEE PLAN CUP ANGLE w/ EXP. ANCH TO THICKENED SLAB 1'-0"- 1 1/2' GROUT TYP. AFTER PANEL I5 IN PLACE Z DOWEL. MATCH BOTT I IS IN PLACE WALL FTG. SEE PLAN f DOWEL MATCH BOTT. STAIR FRAMING DESIGN Bl' MISCELLANEOUS STEEL SUPPLER SfO,vR FRAMING DESIGN 8Y MISCELLANEOUS STEEL SUPPUER OPEN STAIR LANDING DETAIL 20 ENCLOSED STAIR LANDING DETAIL 1 NOT USED 1 WALL SECTION WALL SECTION TU_S3-4.dwg 1 09/22/05 1 SCALE 3/4' = 1'-0" TU_S3-4.dwg 1 09/22/05 1 SCALE 3/4" = 1'-0" TU_S3-4.dwg 109/22/05 I SCALE: 3/4" = 1'-0" TU_53-4.dwg 109/22/05 I SCALE: 3/4" = 1'-0' TU_53-4.dwg 109/22/05 I SCALE: 3/4" = 1'-0' KOHL'S - TUKWILA WA 17200 SOUTHCENTER PARKWAY iUKWILA, WA 98188 DEVELOPED BY: KOHL'S DEPARTMENT STORES, INC. N56 W17 00 RIDGEWOOD DRIVE MENOMONEE FALLS, WISCONSIN 59051 TEL: (262] 703-7000 FAX (262)703-M5 11152 Of lUkvvila TNG DIVISION Ll A 1 2 C3 200/ AMBROSE ENGINEERING 1NCORPORAT8fl W66 N215 COMMERCE CT. SUITE 100 CEDARBURG, WI 53012 PH. [262] 377-7602 FAX [262] 377-4868 ambeng@ambeng.00m INFORMATION ON THIS DRAWING TAKES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFLICTING INFORMATION. NO. DATE BY DESCRIPTION 12/22/06 TK RAIARXS A01/26/07 KD PLAN REVIEW COMMENTS A A A AA A A SECTIONS AND DETAILS CD 0 N CV N T SCALE.: AS NOTED SHEET: PROJECT #: 06 392 DRWN BY: KRD CHKD BY: RMS BLDG. SUBMITTAL: 10/12/05 S3.4 0 \\aErwi\emwauLT,o AMOROSE\2006dwgt08-392 KOS 11 L 644x5/16 0 SPLICE 5/8' DENS GLASS VERT. L 3x3 PLATE TO L 6x4 L 3x3 BRACE 4"x5/16"x0'-4" PLATE CENTER ON SPUCE & GUSSET L 3x3 VERT. BEYOND _ ......Y .:::.......... ...:fie KOHL'S - TUKWILA, WA 17200 SOUTHCENTER PARKWAY TUKWILA, WA 93188 DEVELOPED BY: KOHLS DEPARTMENT STORES, INC. N56 W17000 RIDGEWOOD DRIVE MENOMONEE FALLS, WISCONSIN 53051 TEL: (262) 703-7030 FAX (262) 703-7105 11152 SEE PLAN L 644x5/16 CONT. (LMH) w/ 4'x5/16'x0'-4" PLATE & 3/8" GUSSET (GALV.) 3 v 4 L 644x5/16 CONT. (LLH) w/ 4"x5/16"x0'-4" PLATE & 3/8" GUSSET (GALV.) NOT USED NOT USED 0.145"0 PDF 0 16" o/c 0.145"0 PDF 0 16" o/c TU_53-5.dwg 1 09/22/05 SCALE: 3/4' = 1' VERT. L 343x1/4 WELD TO L6x4 0 TOP & TO L 3x3 0 BUTT. DFS SEE ARCH. • EYP 8"x1 5/8" – 18 GA METAL STUDS 0 16" o/c 8"x1 5/8" – 18 GA. METAL STUDS 0 15" o/c SEE ARCH. BACK OF L 6x4 HSS 5x5 COL SEE PLAN L 3x3x1/4x1'-0" WELD TO COL & L 6x4 RACK OF L 6x4 00NC. TILT–UP PANEL. SEE PLAN Ears SEE ARCH. PIPE TO C6 At:04 800T 15 INSTALLED 3 – 0.145'0 PDF EA. STUD TO CHANNEL 1/2'0 EPDXY 3"0 STD. PIPE w/ 3/8" CAP & GUSSET PLATE (GALV.) SEE PLAN C5x0'-6", WELD THRU DECK TO JOISTS BELOW L 3x3x1/4 CONT. L 3x3x1/4 CONT. 4 $10-16 535 TYP. T.0. C 12 SEE PLAN C6x0'-6". WELD THRU DECK TO JOISTS BELOW L 3x3 x 14 GA. x 0'-6' CUP ANGLE w/ 4 #10 SCREWS TO EA. STUD & (2) 0.145"0 PDF TO L 3x3 0 EA, STUD L 3x3 x 14 GA. x 0'-6" CUP ANGLE w/ 4 #10 SCREWS TO EL. STUD & (2) 0.145'0 PDF TO L 3x3 0 EA. STUD F.O. EIFS L 343x1/4 HANGERS, SEE PLAN FOR QTY. & WELD TO L 6x4 & ROOF ANGLE ABOVE SEE DETNL 11/53.4 & 53.5 Azi/– L 343x1/4 BRACE, SEE PLAN FOR QTY. & WELD TO L 6x4 & ROOF ABOVE SEE DETAIL 11/53.4 & 53.5 THRU DECK TO JOIST WELD HANGER & BRACE TO GUSSET OR ANGLE THRU DECK TO JOIST 8"x1 5/8" - 18 GL. METAL 511.105 0 16" o/c W BEAM w/ C 12 CHANNEL, SEE PLAN F.O. EFS 11.0.5. SEE PLAN CROSS BRIDGING BETWEEN JOISTS W BM. SEE PLAN L 242x3/16000NT 0 DISPLAY WINDOW WELD TO BM. 3 – 0.145"0 PDF EA. STUD TO CHANNEL KNEE BRACE BEYOND CROSS BRIDGING BETWEEN JOISTS L 3x3x1/4 HANGER & BRACE EQ. SPACED W BEAM. SEE PLAN w/ 1/4" STIFF, PLATE 0 COL BEYOND 2 1/2"x1 5/8" – 18 GA. CONT. FLAT M1L STUDS w/ #10-16 5115 0 16" o/c GRC, SEE ARCH. w/ #10-16 505 CTRSNK e 16' 0/c TOP & BOTT. B0. C 12 SEE PLAN STORE FRONT BRACING PLAN TU_S3-5.dwg 09/22/05 I SCALE: 3/4" = 1.– C 5EE PLAN CRC, SEE ARCH. w/ #10-16 505 L:1tx5NK 0 16' o/c TYP EA EDGE L 242x3/16 CONT. WELD TO BM. 3 5/8"x1 5/8' – 18 GA METAL STUDS 0 16" a/c w/ (2) ##0-16 SDS TO L 242 City Off TAWillISILDINMON N W SEE PLAN HSS 5x5 COL w/ 1/2" CAP PLATE BEYOND, SEE PLAN STOREFRONT GRC SEE ARCH. w/ #10-16 535 CTRSNK 0 16" 0/c EA. END T&B> W 12 BM. CONT. SEE PLAN W 24 COL SEE PLAN PROVIDE BRIDGING 0 5'-0" o/c MAX FULL HEIGHT OF WALLS SEE GENERAL NOTES 8-15 W 14 BM. + BENT PLATE + L w/ PIPE OPENINGS, SEE PLAN & D11_ 29/52.1 FIELD DRILL BOLT & PIPE SLEEVE BY STOREFRONT 5UPP11ER ROOF DECK SEE PLAN B.O. DFS SEE ARCH. TIP. CONN. PLATE w/ HORIZ. SLOT HOLES L 3x3x1/4 TOP & BOTT. 8"x2 1/2" – 15 GA. METAL STUDS 0 12" o/c ANCH. 0 CONC. PIER BELOW w/ 1 – 0.14510 PDF 0 12' o/c • 13/4 5 1/2 II WELD & CENTERED V 12 BM-( 2 5/8"j, f4 7/8" ON 8015. OF W 14 SEE PLANT II 1--L 1-1 L --L 1--L L-1 r1 r• r-1 J-1 r1 r1 r1 r1 1--1 r--11--1 FIELD DRILL BOLT & PIPE SLEEVE BY STOREFRONT 5UPPUER W 8 8M., SEE PLAN W 8 BM., SEE PLAN W 6 SEE PLAN SHOP WELD TO W BEAN W 8 SE PLAN SHEATHING OVER 2 1/2"x1 5/8' METAL STUDS 0 16" o/c 0 12 SEE PLAN 2 1/2"x1 5/8" - 1B GA. CONT. FLAT MTL STUDS TOP & 80TT. w/ 0.145"0 PDF 0 15" 0/4 STOREFRONT C 12 PERIMETER SEE PLAN W SEE PLAN CONN. PLATES w/ HORIZ. SLOT HOLES PROVIDE MATCHING FULL FET. FIAT STUDS 0 END OF GRC PANELS & SCREW TO TYP. STUD w/ #10-16 505 0 16" o/c CANOPY PLAN DETAIL SECTION AT ENTRY M5_53-5.489 1 09/22/05 I SCALE 3/4" = i'-0" SECTION AT ENTRY MS_$3-5.dwg 109/22/05 I SCALE: 3/4' 1'-0" 3 5/8"x1 5/8" – 18 GA METAL STUDS 0 16" o/c C 12 CHANNEL WELD TO BEAM C12 TO 2-12 W BEAM 4" MIN. COL TO FACE OF STOREFRONT STOREFRONT MSS 5x5 COL w/ 1/2" CAP PLATE BEYOND, SEE PLAN 8"x1 5/6' – 18 G4. METAL STUDS 0 15" o/c 3/5' GUSSET PLATE EA END 3 5/8" – 20 GA METAL 571105 0 24" o/c FLOOR SLAB SEE PLAN 1/2" E.J. TYP 0 5TONLFHONT 2 #4 T&8 #342'-0" DWL 0 16' o/c FLOOR SLAB SEE PLAN STOREFRONT #4 0 12" o/c S.W. #3 0 12" o/c LW. LEVELING NUTS w/ 1 1/2" GROUT 1/2" THERMAL BREAK GRC SEE ARCH L 3x 3x 1/4xCONT. C 8 SEE PLAN 3/9" STIFF PLATE EACH 510E W 24 COL w/ 1/2" CAP PLATE SEE PLAN FlN. FL 100'-0 '¢3x2'-0" DWL 0 16' o/c 11 0 I' 11 1 1 11 4 u 11 IIS" 5" n " 1 u Q 11 11 1 CHAMFER SEE ARCH JAN 2 Y 2001 AMBROSE ENGINEERING INCORPORATFD W66 N215 COMMERCE CT. SUITE 100 CEDARBURG, WI 53012 PH, [262] 377-7602 FAX [262] 377-4868 ambeng@ambeng.com INFORMATION ON THIS DRAWING TAKES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFLICTING INFORMATION. NO. - DATE BY DESCRIPTION 12/22/06 TK REMARKS A01/26/07 KD PLAN REVIEW COMMENTS n A $3 DWL 0 16" o/c 2 #4 T&B 7 1/2' 2 1/2"x1 5/8" – 18GA. CONT. FLAT MTI_ 511.105 TOP & 50TT. w/ 0.145'0 PDF 0 16' o/c FOOTING BEYOND SEE PLAN 4"14 SEE PLAN 3"x3/8"x0'-3" PLATE EA ANCH. BOLT STOREFRONT C 12 SEE PLAN CONN. ANGLE PIER AND FOOTING SEE PLAN CANOPY DETAIL M5_53-5.dwg CANOPY DETAIL SECTION AT ENTRY SECTION AT ENTRY MS_S3-5.dwg 109/22/05 I SCALE 3/4" 1'-0' TU_S3-5.dwg 09/22/05 SCALE: 3/4" = 1'- 09/22/05 A O SECTIONS AND DETAILS N N N SCALE AS NOTED SHEET: (— PROJECT #: 06-392 1.11 l ■� CO BLDG. SUBMITTAL: 10/12/06 S �+ ■ Y CO DRWN BY: KRD CHKD BY: RMS 0 WA\1115254-1.dwg Thu., 21 Dec. 2006 — 2:27pm \WAEIWI\am\VAULT,D—AMBRDSE\2006dwg\06-362 KDS 11152 Tukwil ADDED VERs. REINFORCING, EN CTERED ON GRID OR SEEELEV. FOR SIZE AND BEAM SPACING ( L GHIU OR g REVEALS SEE ARCH. FOR LOCATION AND SIZE a s a 0 0 30 e• ® a a® CD 20'-4- 40•-0-40'-0• 40'-0 2O'-0" I 20'-0• 4D' -G• 40'-0• 40'-0' t 2' -4• / 20' 10" 4' 6" 22•-4- 4• 6• 16' 2 t 7/8" 1 I /4" 23'..7- 23•-7- 7 1/4- 16'-4 7/8" 4'-6• 22•-4• 4'-6• 20•-5' / ,4w �1- 3'-7T - -0 3'-7' - ,3 / --/ 1 / .P 7 1/4' 3" T.O. PANEL / 4' -{-,- {-fSEE T.O. PANEL SEE ARCH. 7 1/4• 7 1/4• 5EE ARCH. T.O. PANEL T.O. PANEL T.O. PANEL 1' T.O. PANEL .L FALL < ny;:Ie i73::?e?=as3,7a%e;iu _ w; :}s '- 3i£cK'sa""v�.':�:;ii:RiEsT,ttii a itFtiEi::x.. o SEE ARCH.d. - vw \5 1 #5 E.F.TOP v� Y SEE ARCH. SEE ARCH. 1 E.F. TOP SEE ARCH. _ - , _�-. - -I ,...•i-. 1 #-5 E.F. TOP Y 0.E PANEL 5• -EP n a 2 0 ROOF PANELS STEP `2 #5 F® PANE; STEP a OF 2�5 PANEL STEP n .: a - T n4 v! w` I 5 ®5 16' E.W. -I- . qq , ro SRO 6" E.W. IsE,p ® 160E.W. -a TYP. HORIZ. REINF. I SEE ELEVATIONS SEE PLAN T'P TYP. VERT. SEE , REINF. ELEVATIONS 33 d 34 35 ® 35 .34 S ) 33 54.1 1 w y w am 1 54.1 54.1 v • m m to ® m� m 54., 54.1 1 w w 54.7 FIN. FL 1 \ 1 ,5 E.F. BOTT. d' \ ® 4 0 18• DWI. o/c -I r.1 1 p5 E.F. M ,A.,._,-- #4 DW EL -TT. 0 18" _ °/c p4 DM- 0 18' ofty. 1 m 1 p5 EF. BOTT_ -1 c4 e \ `- ->< els VoNii• P-0- / f (P-2> P-5 (P 6> �P-a> P-1 <P-3> <P 9> �P-10> 1 TYP. WALL REINF. PLACEMENT 31 TILT -UP WALL PANEL ELEVATION TU_54-1.dwg 1 03/08/05 I SCALE 3/32" = 1'-0" TU-DT15_54-1.dwg 103/01/05 I SCALE 1 1/2• = 1'- i• TYP. HORIZ. REINF. SEE ELEVATIONS L GRIP OR Ao0'L VERT. REINF. BEAN SEE ELEVATIONS REVEALS 5 FOR LOCATION AND E.F. SIZE OPNG SEE ARCH •PN a 70 0" 055.3. -% 38'" 40'-0" 27'-O• 38'-0• 27'-0• 38-0 39'-8' 25'-8" 23 -10 4'-2 Z 3-3 1' ' / " ' ' 7 4 19-6 3 4 / 15'-8• IV -8" 20'-6' r 21'-6' 4'-6" r 21'-6" 25'-0" r 22'-4" r 25-0" 21'-10" r 4'-fi- r 21'-10" 11V-5" 19'-5' r 19'-4" r EE ARCH L•• SEE PON ARCH. FOR AND SIZE - I`} l S ARCH. 7 1/4- -' / 1 7 1/4• 4'-6' 4'-6" ' 4'-fi• 4'-6" 8- 8" ` / 1 $-5 EF. TOP 'B` / / / 2' A6 E.F. T&B &E. fesPER r - ' f TEE ARCH 1 EF, T72 .c 0T, SCUP OPENING - `� pl' ( ) 4`60 5"1� {t^�. f1 1 4 ;6 ®6" -' SPANDREL P PANEL BEY ON SEE ARCH - 7 / 4• = r - s: M ...�... rcT�u�x•.•. 'p ::' •••:&.uca -�•--" ., :, w e•t i;:. s,E.taentw: -a- ,v»swme«: ;lex.::. ? d • ::an:.ccEs.A• a.x.Fl.......,s T i 00:,- -- .. n t� • --T-.+- ----" 4 •.....�...<.»:.. ,: ,. .,....:• ..: ,^.. .a;:aa?F;�xbC'?s<;:xFST. � �,,�.��•z"irq;::''� z:mss:S .�.;,z,.,Hu t's':As s.., -- E. mr-.�.v8-- -..3k5 �;;::�'?i=�:313?,i�,�?k::�:>a':L'd�""� #::. „� \ p w SEE ARCH. T_O. PANEL 1 7 4 • O EP. d- =z 25 v m ROOF _ 14 6 � LyT _ SEE ARCH. � ®ROOF _�? - -5 - -�--- - -�- � �-TIP- P 1 5 � E.F.OP - o -r r. - i'n,art .. moi• r•, :Ec -O c: i #q n „.m:•.„ � 5%ssssssss. a - ---- - - -- - - -- - T.O. r, 0- o a, 33 35 PANEL BRG. }� - - - -- � - ..T_ - PANEL BRG. PANEL STE• /� .•. •.• s ., - - - - - PANEL _ - - -- - . PANEL --STEP _ t _ - .0 S4.1 VERT. Rflt SEE ELEVATION �, F. I E0. I EO. V 1�3 TIES I EO. I® 6" o/c EO. I 54.7 $5 016" E.W. I I ,v 1 11T-5•Yi,i�t�T To ®EcE ae V 1.i in ® w 11T-5" °7 iN5 �/' ® 16" o/c E.W. ® PANEL BEYOND 31 E.F. ® a ► n 77T-5-� y ® ins SEE ARCHY 1�E1.W. ^, o I 10. I ti 1 ® ,,, ® n 2 5 ®ROOF U - a ® ti '° 11 . �n ® w- ^ ® nen m�-- - F $3 TIES SEP ELEV. SyF I PLM! 1 T`p• TYP. VERT. SEE REINF. ELEVATIONS J 1 $5 E.F. a BOTL i o 1� y, - , 4 D ® 18" a; o G S41 z I ail I z az a r m `D4 0 ® v DWL. ® 18' o/c 3 1 0 6I o c m- f 'N 5 EF. 80TT. v ; d- -,...((( -3 - FIN. FL XXX ...((f .Viii t oo'-0• r' -- - - 1"`r'v- - - - - T- tm1 T �"r s5 E.F. BOTT.I - - - IL 1 } w 100'-•0' { - .- d.\ I �1 n a h\ = iii �-' --- T P- P-6 P-7 <P-11> <P-12> KP -13> <P-14> <P-15> <P-16> P-17 <P-18> <P-19> {P-20> (P-21> <P-22> <P-23> <P-24> <P-25> <P-26> TYP" WALL REINF" PLACEMENT 32 WALL REINF" AT LOADING DOCK PIERS 27 TILT -UP WALL PANEL ELEVATION 2 TU-S4-t.dwg 103/08/05 I SCALE 3/32" = 1'-D' TU-DTLS_54-1.dwg 103/01/05 I SCALE 1 1/2" = 1'-0• TU-DTLS_54-1.dwg 1 03/01/05 I SCALE 1 1/2• = 1'-0• REVEALS SEE NAND. SIZE LOCATION AND SIZE PLATE 3/6"x4 -x0'-8• w/0 MID -HEIGHT 2 - 1/2- DIA. x0.'-4' H0. STUDS CD CD 0 a a 0 0 O CT) ,o 320'-8" REv �w�o FOR , 181'-4• 139'-4' / CODE COMP AN 1 -ti / 20'-4• 40'-0 Y 40'-0• 40'-0' 40'-0- /' r 40'-0• 1 / 40'-0- � 40 -0' 2V-4" goo^1115Vn OUTSIDE FACE OF CONC. PLT -UP r- - a:.:&:.. ...a.. :R: `.;;�., ��#�w.::i�, d:.m,.• �':;..a, _( ` n 7 1/4" / 19'-8 3/4' 79'-D" 19'-0" 22'-0' 18'-O' 20=0' 20'-0' 20'-4 3/4' 7 I'/4" 79'-0' 20'-0' 20'-D" 20'-0' 20'-0' 18'-0' / 18'-2" 4'-6 /4 ralr6 ,1 �] 01 ,LQ +B- ',�5 EF. TOP _ 10'-3 23'-0" -1 5 E.F. Top/ T-5" 1T-3' 7 1/4' F� !� a - WALL PANELS J 1 -,' 7.0. PANEL'Y1AIL• j1 X X SEE ARCH. Y _ _ - L 1 2 5 ® ROOF 2 �5 RO•F 1 #5 E.F. TOP ` 4 T.O. PANEL 14 Yf 7 1/4" T r 3 e'x3'x0'-8• SPLICE PLATE L 3x3x3/Sz0'-8-Gil 2 - 1/2"OL4.x0'-4' HD. STUDS MIO -HEIGHT CONDCE TILTEUPF yy ., a ®14- °/° VERT. ® _ SEE ARCH. I .111.14V d m� • w m 5 16" o c HORIZ. i) f -� _ \ �f �w/ 1 v LL-.n.Ia 0 400 PANELSSTEP�j14!0.5 _a r DIV ��p �� 3 pWL_54311 r® 3 A DWL, < ® 1fi" EW. 25 ®ROOF t #=0 EF. EA ® 1E' O C / 15• o/c 6 33`'�� a o• - - --SIDE-OP- TYP. OPETtNC U.N.D. v w - - 1 `. 54.1 ® V ®318 WALL PANEL o/c 2'-0• MIN. TYP_ ®�, 4 DWI./ v 4 DWL./ FL t #5 E.F. BOTT. 041E AL CFENINGS `� •- i/ 1 -• E.F. Bon" ® 18"_ o/c '4 �,5/ 0 18" o/c .i' .„ 1 5 EF. BOT7. = y FlN. FL IF 100•-•0- � �� 1 P-27 - - T . ,'.7,. - - - _ -f i ? P 15 P 38 - P 39 } qi 100•-0_ � �\ \ T r STEP FOOTING. OLE DTT.. 19/S .2, <P-28> <P-29> <P-30 P-31 % �P`32% �P-33� �P'34i P -4U P-41 P42 P43 P-44 45 TYP. OUTSIDE CORNER 33 TILT -UP WALL PANEL ELEVATION 3 TU_S4-1.dwg 103/03/05 I SCALE: 3/32' = 1'-0' TU-DTLS_S4-1.dwg 103/01/05 I SCALE 1 1/2• = 1'-0' 7 1/4• 7 1/4• SEE/ 4 - 0 6 a a a 248'-8• a a aAuk 10- 0 • r .1 r lEy y 4 4 00 I P REVEALSz SEE ARCH. FOR a LOCATION AND SIZE5 vwwi VERT. REINF. SEE ELEVATION OUTSIDE FACE OF • CONC. TILT -UP WALL PANEL 23'-10- 2V-8' 38'-0" 2T-0- 38'-0• 27.-0• 40'-0' 38'-0" '- • w REVEALSL SEE ARCH. FOR LOCATION AND SIZE OUTSIDE FACE OF CONC. PLT -UP WALL PANELS ~z r- r, •+? I `% 1 1 ' l a n I '1 1 I `ii• 4 IP NO CONN. REQUIRED) / 25'-4• / 24'-9 1/4" 1'-#7 / 3/4' 21'-0" r 25"-0" r 25'-0" r 25'-0" 25'-0' 25'-0" 25'-0• 2 '-0" 23'-4 3/4" 3'-3 1 4. 4 -2 /2" 7 7/4" / T t ADD i #5 % 2'-0" 3' P DLAG. E.F. 3 4- 24'-2" / 8- 8' / / I / / / ~/ 7 1/4" _ 1/4' T.O. PANEL dfi' 1 #6 E.F. .0.7 SEE ARCH. 37 ti - - _ _ _ - - SCUPPER SEE OPENING ARCH. 1 E.F. TOP r1 #5 E.F. TOP T.O. PANEL 2 5 ®R•' _- JS SEP ARCH. v 6TEE 1 T.O. PANEL y°a W oa Snr- 1 W a ® 0 3' 18" o/c I i„ B.O. PANEL �_� - - - - - - --� --- -- - - - --- - - - 25 0 ROOF - -- - I PSNH. 33 . o ° ' ma"" C{ v as A PANEL 117 -5 a- ' i _. - -�- -- - w - - - - - )v --- 1n ® 10 54.1 / 0 WGo- ® iv iv 35 \ n -a 4--� ° " µ'M:uEs" R:3 7#i#r✓.<:n?Fin"i:+;','.::%^n'...'C'ww3FEF„ 4 e m e ® ® 2 $5 ®ROOF® ® 0 $5 ®16' EW. TYP ® , 54 1 • 4 _ .:F3? F s;EE Vi` •}.,� :: ;#�}### #:i:x##i�#. a' ##;� n eN "'"- - _ - _L t7 � 2 �-5 EA. SIDE - w OF OPENING iv " #5 ® 16' �'I :. P- ••• " • • ® E.W. FIN. FL JJ,� MI I DWL M i ► AL 4 DWL ® 18" o/- • I'9 I" 1 i FlN. FL INSIDE FACE OF CONC. PLT -UP WALL PANEL -x0'-8" 106'-O- Y w _✓° - _ - -+ M'-0" HSS COL, r PLATE 3/8•x4 ® MID -HEIGHT w/ (2) 1/2"04.- 4" HD. STUDS / PLATE 3/8'x4"x0'-8" 0 MID-HECHT - 2 �8 E.F 1 E0. I -I � 3p® 6" O/c TYPICAL 16 E.F. Btri 1 SID_ OF 7PNG_ �•� P-48 P-49 � � � � P-50 P-51 <P -52>P-53 P-54 P-55 P-56 P-4 P-5 � � S0. FLAN t SIDE OFOPENING A• P-47 O <R-36> <P-37 46\ BELOW OPENING INSIDE CORNER CONNECTION 34 INSIDE CORNER AT COLUMN 29 TILT -UP WALL PANEL ELEVATION 4 TU-DTLS._54-1.dwg 1 03/01/05 I SCALE 1 1/2" = 1'-0• TU_S4-1.dwg 1 03/08/05 I SCALE 3/32' = 1'-0" TU-DTLS_S4-1.dwg 103/01/05 1 SCALE 7 1/2' = 1'-0" 7 1/4" OUTSIDE FACE OF REVEALS CONC. mr-UP WALL PANELS SEE ARCH, FOR I 2' LOCATION AND SIZE INSIDE FACE CONE. PLT WALL PANELS / J` OF -UP �11°11111111bk S" SLOTTED 0 x 1 PIPE PIPE 18'x" 7 /4" 7 1 /4' 24'-6' 24'-6• 24'-6' 24'-6• Di)(1)1,00.- 24'-8• / 24'-8• 24'-8" I 5 L_ DWL 0 18" o/c 1a ?,• ' y a I ' ?i': .``la 4 INSIDE FACE OF CONC. TILT -UP WALL PANEL, z a w VERT- REINF. SEE ELEVATION 2 $5 VERT. E.F. PCP, AT EA END OF PANEL JAR. VERT. REINF. SEE ELEVATIONS r , ))5 E.F.TOP f r r r r 7'0.' PANEL _ ;�6 10' o/c VERT. `` I I �1 #5 E -F. TOP 'f6 ®10' o/c VERT. SEE ARCH. ----�-- fla4#w: a"+ .r^et7ssF;-;:sg, y • ,� • -p -- -- ,,,,,,,s3#i3###.4 �a",.`?2:":? ' I /• p Y n #5 ®12- O/c VERT. I.F., $4 ®18' O/C / VERT. O.F. y / N.A. 1-1 $5 EF. TOP ;)4 ®18" oft HOR1Z. EF. 5 T 0 PANEL FlN. AR 5 0 OCH. 5 0 16' o/c HORIZ. #5 0 16" )/c HORIZ. FlN_ FL #-5 EF. BOTT. - '- ---- --- a4 I {3 T 3 8 12 ® wv \ / L 3x3= 112'-4" EL 112'-0'4. w/ 3 1/2"4x0'-4" HD. STUDS - SLO a• PIPE TO ANGLE 12 L 3x3x3/$x 1'-4' ® 712'-O• w/ 3 - 1/2"0•0' -4" ® H0. STUDSLiu 1 5 EF. BOTT. T 1 5 E.F. BOTT. �- 700'-0• f1 'n " ` - I ��1 1� I 1 I I <P-84> �P-65� <P-66> {P-67> <P-68> <P-69� 2' -0'x2' -0'x12" 6 DWL ®,0" v/c ERECTION PADSTYP. INTO FTG. TYP. ®JOINTS • 7 1/4' PANEL <P-62? <P-63> 2' -0"x2' -0"x12.5 DWL ®12' o/c ERECTION PADS TYP. INTO FTG. 11TYP. 0 JOINTS • 1/4" PANEL ,,.' m o '4 •:c tw.�•`i!s! iri:,t i`3�i?#:#is!::: =>; ;srEsl tEEt'3EaLEt "• itta'fFi�iE###i£"sav u a'e"s�",�'^'.r: Lam-- v ♦ 1:,- n NW 2" 0 x 7'_0." ® SLATTED PIPE OUTSIDE FACE REVEALS OF CONC. TILT -UP SEE ARCH_ FOR WALL PANEL LOCATION AND SIZE RETURN WALL PLAN 35 TYP. PANEL/PANEL CONN. 30 CONNECTION ELEVATION 25 TILT -UP WALL PANEL ELEVATION 15 TILT -UP WALL PANEL ELEVATION 5 TU-DPLS_S4-•1.dw9 1 03/01/05 1 SCALE: 1 1/2" = 1'-0• PJ-DTLS_54-1.dwg 1 03/01/05 I SCALE 1 1/2' = 1'-0' TU_54-1.dwg I 03/08/05 1 SCALE 3/32' - 1'-0" TU_S4-1.dwg 1 03/08/05 r SCALE 3/32' - 1'-0' TU-DTLS_S4-1.dwg 1 03/01/05 I SCALE 1 1/2' = 1'-0" e• '0W omI,I*ItySIMaIzIiiImemAIImoMmivAirmoge.m..40=MI4Ix: KOHL'S - TUKWILA, WA 17200 SOUTHCENTER PARKWAY TUKWILA WA 98188 DEVELOPED BY: KOHLS DEPARTMENT STORES, INC. N56 W17000 RIDG WOOD DRIVE MENOMONEE FALLS, WISCONSIN 53051 TEL (262) 703-7000 FAX (262) 703-7105 11152 KEY PLAN IiLID MIDDLE-' ON, INC. TILT -UP WALL PANEL NOTES: • SEE ARCHITECTURAL DRAWINGS FOR SIZE, LDCA11ON OF OPENINGS, AND TOP OF PLT -UP WALL PANEL ELEVATIONS - A11 PANE. DIMENSIONS ARE TO CENTER OF PANEL JOINT AND FACE OF BUILDING. -BOTTOM OF PANELS ARE DIMENSIONED TO TOP OF FOOTING, DEDUCT DIMENSION OF SHIMS & GROUT FROM PANEL HEIGHT. • ALL REINFORCING CENTERED IN PLT -UP WALL PANEL U.N.O. AMBROSE ENGINEERING 1N1'O55 PORA:i ?; i) W86 '-/215 COMMERCE CT. . SUITE, 100 CCEDAiRBUR.t.0, d+ti 55.1012 P't- . 1202]] 377-7602 FAX [271521377.4/3/3/3 INFORMATION ON THIS DRAWING TAKES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFUCTING INFORMATION. NO. DATE BY DESCRIPTION A12/22/06 TK REMARKS A A AA AAA A ELEVATIONS AND DETAILS SCALE: PROJECT #: AS NOTED SHEET: 06-392 DRWN BY: KRD CH KD BY: RMS BLDG. SUBMITTAL' 10/12/06 S4.1 BID SET 12/22/06 : —.MAW Atka - KOHL'S - TUKWILA, WA 17200 SOUTHCENTER PARKWAY TUKWILA, WA 98188 DEVELOPED BY: KOHL'S DEPARTMENT STORES, INC. N56 W17000 RIDGEWOOD DRIVE MENOMONEE FALLS, WISCONSIN 53051 TEL (262) 703-7000 FAX (262) 703-7E5 11152 EX= REVIEWED FOR ODE COMPLIANCE Anrmoloucn FEB 21001 City Of Tukwila UILDING DIVISION f I 1 REID %III..D 1 tri t_i 1.%! I 1..(Y',1 A.MBROS, ENG IN E.ER.IG INCORPORATED i5 :'•215COM MEFCE, GT SLUE 100 NEOARI3URG, WI 5.?O12 PI-. (212137 '-3602 FAX [26 2] 377.4888 `r)IITF?n f,;@arnb•tew. Cvfn INFORMATION ON THIS DRAWING TAKES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IE THE DOCUMENTS HAVE CONFLICTING INFORMATION. ND. DATE BY DESCRIPTION A A A A A A A A 12/22/06 TK REMARKS SECTIONS AND DETAILS co N N SCALE: AS NOTED SHEET: I..o PROJECT #: 06-392 w S4.2CD ORWN BY: KRD CHKD BY: RMS BLDG. SUBMITTAL: 10/12/06 ROOF DECK 1_11/2-0 0 12 o/c 8"x1/4" STRUT PLATE CONNECTION SCHEDULE A SEE PLAN 7 1/4_ DOUBLE ANGLE SINGLE PLATE "CONNECTION TYPE TYPICAL MEMBER DEPTH NUMBER OF 3/4'NUMBER DIA A3255C BOLTS W)ZO A OF 1' DIA A325SC BOLTS CONN. PLATE + WELD B STRUT PLATE TO I WOOD NAILER ANON- TO PANEL w/ 1/21s CNTRSNK. A.B. m 48" a/c 2 8 TO 10 2 1/4" 2 5/16" 1/4" 3 12 TO 14 3 1/4' 3 5/18" 1/4" EMBED PLA i I 8 FI- J.TSEE PANEL 8"x1/4' STRUT PLATE /w EMBED PLATE EQ. SPACED BETWEEN GRIDS SEE PLAN FOR QTY. RCH..O. 4 16 4 1/4" 4 5/16" 1/4" © 18 5 1/4" 5 5/16" 1/4" 6 21 6 5/16' 6 3/8' 5/16" 7 24 7 5/16' 7 5/8" 5/16" TV? I: 6 0 =I 7A 27 7 5/16' 7 1/2' 5/16" m 30 7 7 5/16" 7 5/8" 5/16' ST ® 21 -- -- -- 12 1/Z' 1/4" TIE JOIST SEE PLAN 1 NOTE DECK �� JOIST SEE PLAN NOT SHOWN FOR CLARfTY SEE PLAN CONT. ANGLE SEE DTL 19/53.3 8"x1/2"x0'-8" EMBED PLATE w/4 - 3/4'0 x 4' HD. ANCH. • EA STRUT PLATE CONC. TILT -UP 'NAL!- PANEL SEE ELEVATIONS FOR RQNFORCING 14 21 -- - -- -- 14 3/4" 1/4' 16 21 -- -- -- -- 16 7/8" 1/4" 1. «PROVIDE CONNECTION TYPE SHOWN ON PLAN WITH NUMBER OF BOLTS SCHEDULED. TO SUPERSIDE TYPICAL MEMBER DEPTH CONNECTION, ADO ROW OF BOLTS A5 REQUIRED. 2. CONTRACTOR OPTION TO USE DOUBLE ANGLE OR SINGLE PLATE CONNECTION UNLESS SPECIFICALLY NOTED. NOT USED 13 NOT USED 9 STRUT SECTION 5 TYPICAL BEAM CONN. SCHEDULE 1 TU_ S4-2.dwg 1 02/28/00 I SCALE: 3/4" = 1'-0' TU_54-2-dwg I 02/28/05 I SCALE: 3/4" = 1'-0' TU_S4-2.dwg 1 02/28/05 1 SCALE: 3/4" = 1'-0' TU_54-2.dwg 1 02/28/05 L SCALE: N.T.S. tibeio, 88 -I :.. .....:. ....: :' . _ . - EMBED PLATE NOTE. WELD PLATE TO F.O. COL O SMALLER OF INTERSECTING BEAM. SEE CONN. SCHED. FOR ADD'L INFORMATION NOTE. SEE CONNECTION SCHEDULEp FtlR ADDITIONAL INFORMATION I Ell C.L OF BOLT HOLES I ' 1 I I I /2" I1/2• HSS COL SEE PLAN SLOT COL ®SINGLE PLATE SINGLE THRU PLATE CONN. SEE CONN. SCHEW. 1/54.1 C L OF BOLT HOLES II'TLIN— 111 ' A I + RISC SPEC. DOUBLE ANGLE CONNECTION ° •• END OF PLATE �® END COLUMN TVP. ®WALL PANEL- �/2 a EMBED PLATE SEE PLAN , • {� BEAM . ■ I--� I—'. � BEAM J I \ BEAM O . & ADD. ROW OF I I (2) L 4x3 (2) L 4x3 1/2x5/16 5 1/4' WELDS 1/2+3/8 ® 5/16' WELDS• , ' e + s A r CONC. TILT WALL PANEL -UP BOLTS AS REQ'D. TY?. ®\N I V y SINGLE PLATE/ 6 TL NOT USED 18 NOT USED 14 NOT USED 10 TYP. BEAM TO WALL CONN. 6 TYP. BEAM TO COLUMN SHEAR CONN. 2 TU_54-2-dwg 102/28/05 I SCALE: 3/4" = 1'-0" TU_54-2.dwg I 02/28/05 I SCALE: 3/4" - 1'-0" TU 54-2-dwg 1 02/28/05 I SCALE 3/4' = 1'-0' TU_S4-2.dwg 1 02/28/05 I SCALE 1 1/2' = 1'-0' TU_S4--2_dwg 102/28/05 I SCALE: 3/4" = 1'-0" HSS COL SEE SCHEDULE 1/2" STIFF PLATE Eh SIDE ^ / _ / `/,..------..,N7,..- �/ (----(7H.5 T SER PLAN ��, CD SEE G 1 PLAN �r FOR E CO. NNEADDTIIONALNINFDRMATION \ 1/2' GUSSET PLATE C 3. L /2. } I 6"II 4 JOIST SEE PLAN ft r L, °• (2) L 4x3 1/2x5/16 ® 1/4' WELDS (2) L 4x3 1/2x3/8 ®5/16' WELDS WORK MP PtlINT uwi i ; H55 BRACING SEE ELEVATION 1 ��a-ki T.0.5. ,_'� mIZar _ 11 .SEE 1/4" STIFF. PLATE TVP. W BEAM SEE PLAN 't, K� W BEAM SEE PLAN SEE PLAN T.D.S. W BEAM \ IIrl w BEAA1 i HSS BRACING SEE SEE ELEVATION SEE PLAN COL SEE PLANAlkiih.."aSEEL ' •" PLAN COL SEE PLAN \, \® \ CONNECTION 2/54.1} DETAL STABILIZER PLATE _/ / Fl N. n,P. \ 100'-0 :7 A 1/2" GUSSET PLATE + I 6" A I COPE BEAM AS REO'D. GIRDER Ci a `c" U N BRACING DETAIL 15 BRACING DETAIL 11 BRACED FRAME ELEVATION 7 TYP. BEAM CONN. ® DOUBLE ANGLE 3 TU-54-2.dwg 1 02/28/05 1 SCALE 3/4" = 1'-0" TUB4-2.dwg 1 02/28/05 I SCALE 3/4" = 1'-0" TU_54-S dwg 1 02/28/05 I SCALE 3/4' = 1'-0" TU_S4-2.dwg 1 02/28/05 I SCALE: 3/4" = 1'-0' HSS 2 1/2 x 2 1/2 x 3/16 BETWEEN JOISTS. COORDINATE k. CENTERLIN HSS COL. SEE PLAN OF COL. 0 SEE PLAN OQ SEE PLAN SEE NOTE. ®� SEE CONNECTION SCHEDULE FOR A5001ONAL INFORMATION (.if_ x DISC SPEC. \: .L OF BOLT HOLES 1/2' PLANI JB niFF W BEAM AIL I ROOF DECK SEE PLAN a �° �� A I 2-12 SEE PLMI * JJ,� 556 PLAN 4 �► "Ix1X\ H` ;• 2'r- , '� ; 7 id � _Y r BRA. TYP. g JOIST / BEYOND/ ,,,,,,„/...- S-\ _` I ..,\ JOIST BEYOND SFJ" PLAN SEE a � ,I�/ 1/4" STIFF. PLATE I SEE COLUMN SCHEDULE FOR BhSE PLATE k A.B. I SEE ELEVATION � k SEE PLANY SEE PLAN .0 ® '�� T.0.5. W BEAM r �� 0 __ 111 + I SEE PL/W COL SEE PLAN FIN. FLR J� SY P COL �� SEE PLAN �� t t I 6' JOIST GIRDER 555 PLAN 7.0.F. ::;�ya.�ei. + SEE PLAN 1/2" THRU- GUSSET PLATE WORK _ POINT i�-' - — CONN. PLATE "+" Vi-,W GIRDER n a 100'-0" Y NOT USED 20 TUBE/GIRDER DETAIL 16 BRACING DETAIL 12 BRACED FRAME ELEVATION 3 TVP. BEAM CONN. ® SINGLE PLATE 4 111_54-•2.dwg 102/28/05 1 SCALE 3/4" - 1'-0" TU-S4-2.dwg 102/28/05 I SCALE 3/4' = 1'-0' TU_S4.2-dwg 1 02/28/05 I SCALE 3/4" = 1'-0' TU_54-2_dwg 1 02/28/05 I SCALE 3/4' = 1'-0' TU_54-2.dwg 1 02/28/05 I SCALE 3/4" = 1'-0' : —.MAW Atka - KOHL'S - TUKWILA, WA 17200 SOUTHCENTER PARKWAY TUKWILA, WA 98188 DEVELOPED BY: KOHL'S DEPARTMENT STORES, INC. N56 W17000 RIDGEWOOD DRIVE MENOMONEE FALLS, WISCONSIN 53051 TEL (262) 703-7000 FAX (262) 703-7E5 11152 EX= REVIEWED FOR ODE COMPLIANCE Anrmoloucn FEB 21001 City Of Tukwila UILDING DIVISION f I 1 REID %III..D 1 tri t_i 1.%! I 1..(Y',1 A.MBROS, ENG IN E.ER.IG INCORPORATED i5 :'•215COM MEFCE, GT SLUE 100 NEOARI3URG, WI 5.?O12 PI-. (212137 '-3602 FAX [26 2] 377.4888 `r)IITF?n f,;@arnb•tew. Cvfn INFORMATION ON THIS DRAWING TAKES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IE THE DOCUMENTS HAVE CONFLICTING INFORMATION. ND. DATE BY DESCRIPTION A A A A A A A A 12/22/06 TK REMARKS SECTIONS AND DETAILS co N N SCALE: AS NOTED SHEET: I..o PROJECT #: 06-392 w S4.2CD ORWN BY: KRD CHKD BY: RMS BLDG. SUBMITTAL: 10/12/06 , J H.5 REFER TO ENLARGED PLANS 2/P2 & 4/P2 G.9 ••• 1 -GC° • 3' OVERFLOW SCUPPER SIZED [4 FOR MINI mum 450 S UARE INCH AREA OPENING T A MINIMUM HEIGHT OF 4". REFOR TO AElRCHITECTURAL RAWINGS, • G ' 1000 2 .! 2.1 " 2.2 25 ! 3 ) •• ; • 15"(1%) (49.130 SF) '•••• t; 2" ELI 8 2" V -UP " 2' 2 ;.• WCO !, 4.5) RAINFALL RATE: 4"/HR 5 5.6 15.9:)6 6.1 7"... .. .... .! . ,, - !••••• :••••:•^!! 7' cw- LIP •:11•4' !•;:LI • :; ........ 71)6 " G -UP 2"(2370)0 (49,130 !!,N: (250 CF} -I) L_L 12"(1%) (30,555 SF) &• 1V(1370) 2 - 8' RD 15,278 SF EACH 1)4(1120)0 1-(25.0)g 1 -(250)El 10'(1%) (18,575 SF) - ST --- L r8. ROOF DRAINS 10ROOF GRAIN UNE, HOLD TIGHT TO COLUMN STEEL BETWEEN CEIU NG MD FLOOR. 1)5(1000) 0 0 g 000)A Mia (250 CFI -I) ' • : 1.1-(25o)--\„.„ IMO •: BB 2 6"7 FGCO ST -0-- , ... . 3" DN 3 a3 3.7 . . . .. . N"(120) ..... .•-• • (120 CFH) 1X4"(750)-\ - 7 Ira] re 6U) II E (250 CFH) L -E 0 TRUCK DOCK FIELD INLET /- 12" - ST - 2 2.1 2.2 2.5 3 3.5 • • 3.9 4 4.5 5 5.6 5.9 6.1 01," CW -DN ••. 4..,,,-15(110) (41,467 SF) . 9 • 1571%) (41,467 SF) 10'(1%) (16,431 SF) -\ ST e n 16.431 SF. 1"(37D) 11 1"(250) 01,F4500)-\ El 1 ( 2 50 ) • ST - 12"(1%) (25,036 SF) 8" RD 25.036 SF OM `C`. 11250) -/ 3" RD550D 265SF SFe' ST : 4 55 3" DN • : 42 4.3 • 5 : (250 CFH) L -7- ST 3" DN M1.(250) 1[71 r - IN] 1- , _ (250 CF1-1,) (IT mAllk ROOF DRAIN CEIUNG 8" ROOF DRAIN UNE. HOLD TIGHT TO COLUMN STEEL BETWEEN CEILING AND FLOOR. FLOOR OVERFLOW SCUPPER SIZED FOR MINIMUM 300 SQUARE INCH AREA OPENING AT A MINIMUM HEIGHT OF 4", REFER TO ARCHITECTURAL DRAWINGS MEZZANINE 10 H ; E 5. • 1 • ••.< -258" ,,,RDSF 3" RD /7.7\6 285 SF XL -X 6 6.7 6.8 3" DN 3" FCCO 73 55,SI:5,1=1:55GEGEOBB, R# 7.7 • 8 D ; C' B BB • :10 ‘. PLUMBING LEGEND SPRINKLER SYSTEM DESIGN SHALL MEET REQUIREMENTS OF NFPA 13, STATE/LOCAL AUTHORMES, AND OWNER'S INSURANCE COMPANY. REFER TO SHEET 801 FDR SPECIFIC AUTOMATIC SPRINKLER PROTECTION CRITERIA. COLD WATER (CW) COLD WATER (CW) - BELOW SLAB/GRADE HOT - - - WATER (HW) - - - - W - - - - DOMESTIC WATER SERVICE (w) ----10FIRE PROTECTION SERVICE (FP) GAS G LINE (G) D CONDENSATE DRAIN LINE (D) - - - - PLUMBING VENT (V) - - - - SANITARY WASTE (5.5N) - BELOW SLAB/GRADE - - ST - - STORM SEWER (ST) - BELOW SLAB/GRADE --o PIPE TURNING ---o UP/DOWN HALL VALVE XI \ N.L.4 BACKFLOW PREVENTER (aFP) 0 METER 0 FIXTURE IDENTIFICATION I: PLAN NOTE 0' FIRE PROTECTION NOTE AFF ABOVE FINISHED FLOOR AGA AMERICAN GAS ASSOCIATION ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS CFH CUBIC FEET PER HOUR CO CLEANOUT DN DOWN DWV DRAIN WASTE AND VENT EA, EACH F FAHRENHEIT FD FLOOR DRAIN FFCO FLUSH FLOOR CLEANOUT FGCD FLUSH GRADE CLEANOUT GALV GALVANIZED GPF GALLONS PER FLUSH GPH GALLONS PER HOUR GPM GALLONS PER MINUTE HVAC HEATING, VENTILATION AND AIR CONEIMONING HP HORSEPOWER HZ HERTZ ID INSIDE DIAMETER LEI POUND MAX MAXIMUM MIN MINIMUM NEPA NADONAL FIRE PROTECTION ASSOCIATION NPT NOMINAL PIPE THREAD MRS NON RISING STEM OD OVERFLOW 58948 OS&Y OPEN STEM AND YOKE P51 POUNDS PER SQUARE INCH PVC POLYVINYL CHLORIDE RD ROOF DRAN RI ROUGH -IN 00 5,1 REVOLUTIONS PER MINUTE RTU ROOFTOP UNIT SF SQUARE FEET TYP TYPICAL T&P TEMPERATURE AND PRESSURE UH UNIT HEATER VTR VENT THROUGH ROOF WCD WALL CLEANDUT WC WATER COLUMN WOG WATER OIL GAS NOTE: T1I15 PROJECT MA'S NOT USE EVERY SYMBOL, ABBREVIATION OR DEVICE APPEARING ON THIS LEGEND. GENERAL NOTES A CONTRACTORS AND SUB -CONTRACTORS SHALL CAREFULLY REVIEW THE CONSTRUCTION DOCUMENTS. INFORMATION REGARDING THE COMPLETE WORK IS DISPERSED THROUGHOUT THE DOCUMENT SET AND CANNOT BE ACCURATELY DETERMINED WITHOUT REFERENCE TO IDE COMPLETE DOCUMENT SET. B. COORDINATE WITH THE WORK OF OTHER TRADES, EQUIPMENT FURNISHED BY OTHERS, REQUIREMENTS OF THE OWNER, AND WITH THE CONSTRAINTS OF THE EXISTING CONDITIONS OF THE PROJECT SITE. PROVIDE PIPE RISES, DROPS, AND OFFSETS AS REQUIRED FOR FIELD INSTALLATION AND TRADE COORDINATION. NOTIFY KOHL'S CONSTRUCTION MANAGER OF DISCREPANCIES BEFORE STARTING WORK. C. DRAWINGS FOR PLUMBING WORK ARE DIAGRAMMATIC, SHOWING THE GENERAL LOCATION, TYPE, LAYOUT, AND EQUIPMENT REQUIRED. DRAWINGS SHALL NOT BE SCALED FOR EXACT MEASUREMENT, REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS. REFER TO MANUFACTURER'S STANDARD INSTALLATION DRAWINGS FOR EQUIPMENT CONNECTIONS AND INSTALLATION REQUIREMENTS. PROVIDE PIPING, CONNECTIONS, FMINGS, VALVES, OFFSETS, ETC. AND ALL MATERIALS NECESSARY FOR A COMPLETE SYSTEM. D. ALL WORK SHALL COMPLY WITH STATE AND LOCAL CODE REQUIREMENTS AS APPROVED AND AMENDED EY THE GOVERNING CITY AND THE AUTHORITY HAVING JURISDICTION. PURCHASE ALL PERMITS ASSOCIATED WITH THE WORK. OBTAIN ALL INSPECTIONS REOUIRED BY CODE, E. PROVIDE WATER HAMMER ARRESTERS THROUGHOUT WATER SYSTEMS AS REQUIRED. REFER TO DETAIL 11/P2. F. PROVIDE BACKFLOW PREVENTION DEVICES IN WATER LINES FEEDING PLUMBING FIXTURES AND/OR EQUIPMENT, AS SHOWN ON PLANS AND ELSEWHERE AS REQUIRED BY AUTHORITY HAVING JURISDICTION. .0 G. CONTRACTOR SI -]ALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. IF PRESSURE AT BUILDING ENTRY PRIOR TO ALL LOCALLY REQUIRED DEVICES IS LESS TI46N 50 PSIG STA71C, CONTACT KOHL'S CONSTRUCTION MANAGER. IF PRESSURE EXCEEDS HO 01113 STATIC, PROVIDE PRESSURE REDUCING VALVE. H. SUSPEND HORIZONTAL SERVICE PIPING FROM UNDERSIDE OF ROOF AND/OR MEZZANINE FLOOR STRUCTURE, UNLESS OTHERWISE INDICATED, INSTALL. PIPING HIGH AS POSSIBLE. EXTEND PIPING DOWN IN WALLS, PARTITIONS, AND C] -LASES TO SERVE FIXTURES AND EQUIPMENT. J. USE OF COMBUSTIBLE MATERIALS IS NOT ALLOWED IN THE RETURN AIR PLENUM. MATERIALS USED IN THE PLENUM SHALL HAVE FLAME SPREAD RATING NOT TO EXCEED 25, AND SMOKE DEVELOPED RATING NOT TO EXCEED 50 WHEN TESTED IN ACCORDANCE WITI4 ASTM 584. ALL EXPOSED WIRING IN THE PLENUM SHALL BE PLENUM RATED. K. PROVIDE MINIMUM 10-0" LINEAL FEET OF METAL WATER SERVICE PIPING MATERIAL BELOW GRADE FOR CONNECTION OF ELECTRICAL SERVICE GROUNDING. L. DUCTWORK, PIPING, OR CONDUIT LOCATED IN IDE AREA OF THE APPAREL RETRIEVAL SYSTEM SHALL BE LOCATED ABOVE THE BOTTOM OF BAR JOISTS. COORDINATE FINAL LOCATION IDF APPAREL RETRIEVAL SYSTEM WITH KOHL'S CONSTRUCTION MANAGER, MINKLER BLVD. & SOLITHOENTER PKWY TUKWILA, WA 98188 DEVELOPED BY: KOHL'S DEPARTMENT STORES, INC. N56 W17000 FUDGEWOOD DRIVE MENOMONEE FALLS, WISCONSIN 53051 TEL: (262) 703-7000 FAX (262) 703-T105 11152 FIRE PROTECTION CRITERIA SPRINKLER SYSTEM DESIGN SHALL MEET REQUIREMENTS OF NFPA 13, STATE/LOCAL AUTHORMES, AND OWNER'S INSURANCE COMPANY. REFER TO SHEET 801 FDR SPECIFIC AUTOMATIC SPRINKLER PROTECTION CRITERIA. FIRE PROTECTION NOTES Ot• PROVIDE AUTOMATIC WET PIPE SPRINKLER SYSTEM THROUGHOUT ENTIRE BUILDING, UNLESS OTHERWISE NOTED OR INDICATED. COVERAGE SHALL BE AS INDICATED ON SHEET RC1. `C> PROVIDE SHIELDS, TIRAYS. ETC, PER NFPA REQUIREMENTS OVER ALL ELECTRICAL EQUIPMENT, PLUMBING PLAN NOTES E STUB DOMESTIC WATER 5-0" OUTSIDE BUILDING. REFER TO CML DRAWINGS FOR CONTINUATION. REFER DETAIL 22/02. E STUB FIRE SERVICE 3-0" OUTSIDE [BUILDING. REFER TO CIVIL DRAWINGS FOR CONTINUATION. REFER TO DETAIL 28/P2. E EXTEND AND CONNECT TO BUILDING FIRE PROTECTION SYSTEM. E EXTEND PIPE FROM PLANTER DRAIN 11 LE/ENTRANC E CANOPY TO STORM CONNECTION, REFER TO CA/1L DRAWINGS FOR CONTINUATION, l] NOT USED E STUB SANITARY WASTE 5-0" OUTSIDE BUILDING, PROVIDE TRANSITION AS REQUIRED. REFER TO CM L DRAWINGS FOR CONTINUATION. E PROVIDE 0155 OUTLET FROM CATCH BASIN TO 5-0' FROM TRUCK DOCK AREA. REFER TO CML DRAWING FOR CONTINUATION. E COORDINATE WITH T1 -1E LOCAL GAS COMPANY TO INSTALL GAS METER MD PRESSURE REGULATOR AT DEDICATED METER LOCATION, FOR A TOTAL CAPACITY OF 2,370 CFH AT 2 PSI. TOTAL DEVELOPED LENGTH OF GAS PIPING IS 600 FEET. REFER TO DETAIL 36/02, El ROUTE GAS LINE 11P TO ROOF ON EXTERIOR OF BUILDING WALL. SECURE AS REQUIRED. 0 ROUTE GAS PIPE ON ROOF. REFER TO DETAIL 35/P2. n CONNECT GAS PIPING TO 50070P UNIT. PROVIDE GAS PRESSURE REGULATOR (MAXITROL WITH ACCESSORY VENT PROTECTOR) WITH 2 PSI INLET PRESSURE AND 7" W.C. OUTLET PRESSURE WITH cn-i CAPACITY AS INDICATED ON THE DRAVONG. REFER TO DETAIL 24/P2. g pRDADE GAS PIPE EXPANSION Loop N THIS VICINITY. p ROUTE GAS PIPE THROUGH ROOF AND DOWN BELOW MEZZANINE. REFER TO DETAIL 29/02. CONNECT CAS PIPING TO UNIT HEATER AS REQUIRED. REFER TO DETAIL 42/P2. PROVIDE GAS PRESSURE REGULATOR (MAXITROL WITH ACCESSORY VENT PROTECTOR) WITH 2 P51 INLET PRESSURE AND 7" W.C. OUTLET PRESSURE WTTH CFH cApAcrry AS INDICATED ON IDE DRAWING. LOCATE PRESSURE REGULATOR ON ROOF, MINIMUM 12 ABOVE ROOF, PROVIDE PRESSURE TAP (TEE WITH REDUCER/PLUG) ON EACH 5155 OF PRESSURE REGULATOR. g PROVIDE 8" ROOF DRAIN. ROUTE ROOF DRAIN LEADER DOWN IN ARCHITECTURAL CHASE TO BELOW FLOOR. lai STUB STORM DRA/N LINE 5.-0" OUTSIDE aulLotmc. PROVIDE TRANSITION AS REQUIRED. REFER TO CIVIL DRAWING'S FOR CON11NUATION. g NOT USED. g PROVIDE 115" IRRIGATION SERVICE CONNECTION IN THIS vioNrrr, A SEPARATE WATER METER MAY BE REQUIRED FOR THE IRRIGATION SYSTEM, CONTRACTOR SHALL VERIFY COST AND AVAILABILITY OF SEPARATE IRRIGATION SYSTEM WATER METER. AND PROVIDE THAT INFORMATION TO KOHL'S CONSTRUCTION MANAGER. 1505 SHaT IS PART OF THE CONSTRU SPECIFICATIONS APPLY. THAT SHOWN BE USED AS A SFIOP DR4WI54; 112 CONFORM TO SITE CON/1010 LOCATIONS AND DIMENSIONS OF SHOWN ON THEIR RESPECTIVE REFERENCE MO SHALL RE ASSUMES NO LIABILITY FDR RESPONSIBILITY 15 ASSUME PROFESSIONAL ENGINEER U Vri MO CA 44 ELEM CON ON F 06 0' THAT .1 9141) 0 INCLUDING D NOT TO OUIRDD . VERIFY As b4E LARSON 91 NY:LEY Larson Binklay, Inc. 6363 Colleg Blvd., Suite 400 Oyerl.E1 P -k, Kansas 68211 T 913-383-2621 F 913 -383 -2B31 "111i,r4 /4(07 Et.r.rmr60:8.68ORITMmm.moMiiiit 1-4-1.U.WMIM.Z7MN.,J INFORMATION ON OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFUCTING INFORMATION. NO. DATE BY DESCRIPTION A A RECEIVED MvngTtiKwILA JAN 0 9 2007 PERIIITCSITER PLUMBING PLAN p. SCALE: 3/32"=1'-0" SHEET: PROJECT #: LEA 01200676.09 DRWN BY: BVL CHKD BY: REB BLDG, SUBMITTAL: 10/12/06 P1 BID SET 12/22/06 C •U4' I r 4•I 4� I ...".- .•-•". J-' 2= r 2» "� ]� r _ ` 1 722" 1% I 1 © I 122• NICO O I Y 1 i,......c L "• 4 VTR Y4." 4 1Y2"4" 1$" 1-,3 2• 1 4" I WCO� {4 1 r© /1 yy r 3" Al •Q �f 4" v 3^� r ..---- ` 2., ® 12"0-1-..< A"O J„! ` 4• `LO 1J4 3• �� T 4 4' � 4. � I ` ..<1 I 1Jg-I © WCO!'�' y^Q 1)5 2" TX H O ® 2" 2" ..ID 4 4" _ .---" 3. -<-1 1 yz" C d \\\ 2• 2" 2" 2" 1� 4' 2' 4• 4. `•5PACE5. ` \ ` I I I 1 1%1 ` © 2• 2" 2" �+ 12" Q y 4• .+{ 4- iy�^ 4 ^ �r 7)4"�'`{ \f 4" Or 1OE WCD 2" �,. 1 2 `I 1 I` ya 1MINIMUM, 2 1 1 ,.I( I 2° ,A-1---,......... 1.'0I 2 `• ` -',.1 ^ 2^ Al ` " 1 I �'` EQ 4:""R.,......„."" 1 rr 2- 2 2' 1 2 I f- 2 I 1)5'1 I I " 4. O T 2" I 1^I OI ir 2" 2" q• � Z• _ ` Tom. I 2' I 1 ^ / i)�" 1%4 C, q" 3" VTR I 1 4` • 4 ' 4' 4• ` I w I 2 f I 2' j� "F I �r 2' 2"I �, ` I _1` 1 y F 3• ` FFCD 2 ` 1 2' i 1 NICO �'1 4" 4" THE WORK INCLUDES PROVIDING NEW MATERIALS, FITTINGS AND ACCESSORIES NECESSARY FOR A COMPLETE FUNCTIONING PLUMBING SYSTEM. ALL WORK SHALL BE IN ACCORDANCE WRH LOCAL CODES AND/05 ORDINANCES AND I$ SUBJECT TO INSPECTION, CONTRACTOR SHALL PAY HOOK-UP CHARGES, PERMITS, AND ALL OTHER EXPENSES RELATED TO THE PLUMBING SYSTFM GE NE PAL: i'IPING SHALL HE RUN PARALLEL TO ING LINES AND T EXPANSION CONTRACTIONALLD ANCHOR 3AS 41 ALL REQ ICR D TO FACILITATE NFOSHOO INSTALL AS TUIR10 TO MEET .411 CONSTRUCTION CONDITIONS AND ELOEALLOW C TRIGN FCONDUIT. INSTALLATION OONNECT CONNECTIONS BETWEEN P ERROU55 PIPIONC ANE; NONE RROUS PIPING, PROVIDE AN ISOLATING DIELECTRIC UNION. ALL HANGERS SHALL BE COMPATIBLE WITH PIPING MATERIAL TO PREVENT CORROSION. PROVIDE ALL FIRINGS, ACCESSORIES, OFFSET5, AND MATERIALS NECESSARY TO FACILITATE THE PLUMBING SYSTEM'S FUNCTIONING AS INDICATED BY THE DESIGN AND THE EQUIPMENT INDICATED. SEWER AND WASTE PIPING: PROVIDE ALL DRAINS AND SEWERS WITHIN THE BUILDING WITH CONNECTION 70 THE ON-SITE SANITARY DRAINAGE SYSTEMS. SANITARY DRAINAGE PIPING ABOVE FLOOR 5HALL BE HUBLESS CAST IRON PIPE, FITTINGS AND CONNECTIONS. SANITARY DRAINAGE PIPING BELOW GRAPE SHALL BE SERVICE WEIGHT HUB ANO SPIGOT TYPE CAST IRON WITH NEOPRENE GASKET JOINTS OR PVC IF ALLOWED BY LOCAL CODES, AL. DRAINAGE PIPING SHALL BE UNIFORMLY PITCHED AT le MIN PER FOOT (16) UNLESS OTHERWISE REQUIRED BY EXISTING CONDITIONS, OR INDICATED ON THE DRAWINGS. VENTS: PROVIDE COMPLETE SYSTEM OF STANDARD WE1GM CAS- IRbN NO -HUB VENT RISERS, PLASTIC (PVC) VENT SYSTEMS IN RETURN NR PLENUM ARE NOT ALLOWED. VENT SYSTEM SHALL BE CARRIED THROUGH THE ROOF WEIR APPROPRIATE FLASHING. STORM SEWER PIPING: PROVIDE ALL DRAINS AND SEWERS WITHIN THE BUILDING WRH CONNECTION TO THE ON-SITE STORM SEWER SYSTEMS. STORM SEWER PIPING ABOVE FLOOR SHALL BE HUBLESS CAST IRON PIPE, FITTINGS AND CONNECTIONS. STORM SEWER PIPING BELOW GRADE SHALL BE SERVICE WEIGHT HUB AND SPIGOT TYPE CAST IRON WITH NEOPRENE GASKET JOINTS OR PVC IF ALLOWED BY LOCAL CODES. ALL STORM SEWER PIPING SHALL BE UNIFORMLY PITCHED AT Y6° MIN PER FOOT (16) UNLESS OTHERWISE REQUIRED BY EXISTING CONDITIONS, OR INDICATED ON THE DRAWINGS. CONDENSATE AND INDIRECT DRAIN PIPING: PROVIDE TYPE Al COPPER TUBING UP 50 1' ID. TYPE DWV TUBING AND FITTINGS FOR 1Y` ANO LARGER SIZES. CLEANDLRS: PROVIDE CLEANOLR5 AT ENDS OF EACH HORIZONTAL RUN, AND AT BASE OF ALL VERTICAL WASTE AND DRAIN PIPES. CLEANOUTS SHALL BE OF SAME SIZE AS PIPES THEY SERVE, CONFORMING TO CODE REQUIREMENTS. PROVIDE SUITABLE WALL OR FLOOR CLEANOUT$ WITH ACCESSORIES TO OBSCURE FROM NEW. WATER DISTRIBUTION PIPING: HOT AND COLD WATER PIPING SHALL 95 14" TYPE L COPPER TUBING WITH WROUGHT COPPER FITTINGS AND SWEAT CONNECTIONS. PROVIDE WATER HAMMER ARRESTERS AT EACH FIXTURE OR GROUP OF FIXTURES AS REQUIRED. INSTALL CHROME PLATED BRASS ESCUTCHEON PLATES AT ALL PENETRATIONS THROUGH FINISHED SURFACES (INCLUDING CABINET INTERIORS). USE TIN -ANTIMONY SOLDER. 95/5 FOR ALL SWEAT FITTINGS OF COPPER PIPING. PIPE INSULATION: INSULATE ALL LISTED SERVICE PIPING AS FOLLOWS. DOMESTIC COLD/HOT WATER AND STORM WATER PIPING, WITH 1" PREFORMED FIBERGLASS, ASJ/55-11, FLAME SPREAD 25, SMOKE DEVELOPED 50, ASTM C-547. WHERE PERMITTED BY LOCAL CODES, PROVIDE )4" SELF-ADHESIVE UNICELLULAR FOAM PIPE INSULATION WITH 655605NED PVC FFFRNG COVERS - EQUAL TO SELF-ADHESIVE ARMSTRONG 12000 WITH K FACTOR OF 0.27 AT UIL➢NG/CEUNGSPACE WITH XIPREFFORMED URE. INSULATE FIBERGLASS.WITHIN PIPING THE PROVIDE SHUTOFF VALVES WITH UNIONS FOR SERVICE TO EACH PLUMBING FIXTURE, 05 EQUIPMENT REM, TO FACILITATE ISOLATION FOR REPAIR OR REPLACEMENT, VALVES SHALL BE EQUAL TO JENKINS #902-7 BALL VALVE, CHROME -FINISHED BRONZE, TEFLON SEATS AND PACKING, 400 LB WATER, OIL & GAS, SOLDER END. PROVIDE ACCESS PANELS WHERE CONCEALED CONTROL DEVICES, VALVES AND ETCETERA ARE CONCEALED WITHIN WALLS. WHERE ACCESS FOR ADJUSTMENT AND MAINTENANCE IS POSSIBLE THROUGH LAY -IN SUSPENDED CEILINGS, OMIT ACCESS PANELS, ON. CAPPIPE ARE INSTALLATION. OPENINGS EXCLUDE THOROUGHLY CLEM ITEMS IXTU BEFORE INSTALL SUPPLIES IN PROPER ER AUGNMENTL WPM FIXTURES.R INSTALL ISILI Q E SEALANT BETWEEN FIXTURES AND ADJACENT SURFACE. NATURAL GAS PIPING SYSTEM: PROVIDE COMPLETE GAS PIPING SYSTEM TOJ SERVE GAS FIRED HVAC EQUIPMENT A5 NOTED ON THE DRAWINGS, PROVIDE EITHER THREADED STEEL OR MALLEABLE IRON PIPE WITH MALLEABLE FITTINGS OR WELDED STEEL PROVIDE ALL UNIONS. SHUT-OFF VALVES AND DIRT LEGS REQUIRED BY NEPA-54 AND GOVERNING LOCAL CODES AND AT EACH GAS NSPECTIONS, RS AND SYSTEM.APPLIANCE CONNECTION. PROVIDE EQU EQUIPMENT CONNECTIONS REQUIRED FOR AECOMPLLETE AND OPERATING PROVIDE SPECIFIED FIXTURES IN THIS PORTION OF ME SCHEDULE. NO SUBSTITUTIONS ALLOWED. WATER CLOSET (WALL HUNG). AMERICAN STANDARD 12257.103 `AFWAI El 1.6" 05 K0444 ER KINGSTON #K-4350-0, WHITE VITREOUS CHINA, ELONGAIED SIPHON JET BOWL, 1.6 GPF, 1)5- TOP SPUD, SLOAN "ROYAL 1E' #111ES-5 SENSOR PERATED FLUSH VALVE, #EL -154 TRANSFORMER, WIEH 'YC" SET SCREW, DSCREWDRIVERUSH TNG °YHH ADAPTER AND "YO" ESCUTCHEON BUMPER ON ANGLE STOP: OLSONITE 9555 OR KOHLER LUSTRA K -4666 -SC -0 OPEN FRONT SEAT LESS COVER, SELF-SUSTAINING CHECK HINGE. PROVIDE CARRIER AND FITTINGS AS REQUIRED POR INSTALLATION, RI 15" AFF TO RIM. ® WATER CLOSET (HANDICAP, WALL HUNG): SAME A5 ABOVE. RI 17" AFF TO RIM. FLUSHING OPERATION SHALL BE FROM WIDE SIDE OF 701167 STALL ®WATER CLOSET (FLOOR MOUNTED): AMERICAN STANDARD #2282.010 -BABY DEVORO° WRH OLSONITE #126 -CC OPEN FROM SEAT. SE1F-SUSTAININGi CHECK HINGE OR KOHLER PRIMARY K -4321-D WITH INCLUDED WHITE SCALLOPED SEAT, WHITE VITREOUS CHINA, ELONGATED BOWL. 1.6 065. 1)5" TOP SPUD, 5LOAN 'ROYAL II" #111 FLUSH VALVE, WITH VACUUM BREAKER, SCREWDRIVER ANGLE CHECK STOP, ESCUTCHEON WITH 'YC" SET SCREW, FLUSH CONNECTION. 'YB" ADAPTER AND "YO' BUMPER ON ANGLE STOP. ()URINAL (WALL HUNG): AMERICAN STANDARD 16601.012 'LYNBROOK 1.0" OR KOHLER STANWELL #K -4972-T-0 VITREOUS CHINA, WALL MOUNTED. BLOWOUT, 1.0 GPF, iya INLET SPUD, FLUSHING RIM, TWO WALL FINGERS; SLOAN 'ROYAL II" #186-1.0 ES -S SENSOR OPERATED FLUSH VALVE, }EL -154 TRANSFORMER, WITH VACUUM BREAKER, SCREWDRIVER ANGLE CHECK STOP. RI 24" AFF TO RIM. B1 URINAL (HANDICAP): SAME AS ABOVE. RI 17' AFF TO RIM. C) LAVATORY: TENANT FURNISHED LAVATORY PRE -MOUNTED TO COUNTERTOP; CONTRACTOR FURNISHED SLOAN ETF -609 SENSOR OPERATED FAUCET, WITH #ETF -233 PLUG IN TRANSFORMER. WITH #BOM BELOW DECK MIXING VALVE SET AT 110'F; GRID STRAINER DRAIN WRH TAILPIECE, CHROME PLATED CAST BRASS P -TRAP WITH CLEANOUT AND WASTE ARM TO WALL WITH ESCUTCHEON. LOOSE KEY ANGLE STOP VALVES. ©LAVATORY (HANDICAP): TENANT FURNISHED LAVATORY PRE -MOUNTED TO COUNTERTOP; CONTRACTOR FURNISHED 5LOAN #ETF -600 SENSOR OPERATED FAUCET. WfEH 167E-233 PLUG IN TRANSFORMER, WITH #BOAR BELOW DECK MIXING VALVE SET AT 110'-: GRIP STRAINER DRAIN WITH%'•. TAILPIECE, CHROME PLATED CAST BRASS P -TRAP WITH CLEANOUT AND WASTE ARM TO WALL WITH ESCUTCHEON, LOOSE KEY ANGLE STOP VALVES.zi INSULATE WATER AND WASTE PIPING UNDER LAVATORY WITH TRUEBRO "LAV -GUARD 2" 8102E-2 KR, IF NO KNEE GUARD I5 PROVIDED. UD COUNTER SINK; (SINGLE, HANDICAP) ELKAY #LRAO-2219 'LUSTER70NE', 22°x1914'x6", SINGLE COMPARTMENT SINK, SELF -RIMMING, 18 GAUGE STAINI FRS STEEL COUNTERTOP SINK WITH FAUCET LEDGE; AMERICAN STANDARD 14205.000,002 RELIANT PLUS" OR KOHLER CORALAIS" 1K -15071 -P -CP SINK FAUCET; ELKAY TUC -189 GRID STRAINER WITH TAILPIECE, LOOSE KEY ANGLE STOP VALVES AND 17 GAU06 P -TRAP WITH CLEANOUT AND WASTE ARM TO WALL, CHROME PLATED. SET FIXTURE IN BED OF PUTTY. INSULATE WATER AND WASTE PIPING UNDER SINK WITH TRUEBRO "LAV -GUARD Y #102E -Z KIT. Q WATER COOLER: ELKAY 1625 MINIMUM CAPACITY 8.D G714 FROM 80'F TO W 50'F WITH AMBIENT #6253, MITE OF 90•F CITYIZING 1/5 HP, 715', SINGLE-PHASECOMPRESSOR, LOOSE KEY ANGLE STOP, P -TRAP WITH AND WASTE ARM TO WALL STAINLESS STEEL COVER. MOUNT ORIFICE 4O- AFF. E1 WATER COOLER (HANDICAP): ELKAY #125-8, MINIMUM CAPACITY 8.0 GR -1[ FROM BO'S TO 506 WITH AMBIENT TEMPERATURE OF 90•F UTILIZING 1/5 WITH HP, 115V, SINGLE-PHASE COMPRESSOR, LOOSE KEY ANGLE 5706, P -TRAP CLEANOUT AND WASTE ARM TO WALL. STAINLESS STEEL COVER. MOUNT ORIFICE 35" AFF. MO (}MOP BASIN: MUSTEE #6544 MOP BASIN WITH INTEGRAL STAINLESS STEEL 3' DRAIN, 165.700 HOSE AND HOSE BRACKET. 63.600 MOP HANGER. #63.600A SERVICE FAUCET WITH VACUUM BREAKER. "HOSE CONNECTION. ©WATER HEATER (LOWBOY): A0 SMITH #ELJG-6, 8 GALLONS STORAGE, 7 CFN COVERY AT 90.6. 1,500 WATTS HEATING NPUT rni 120 ALUMINUM NEUM ANOE DE WITH RVSTAINLESS ICE. ENERGY EEL CORE, IGLASS INLINE SWARLRATANK, ELEMENTS, T&P RELIEFC�INSTALL PER COMPLIANT TO f 90.1-1999 EA PER MANUFACTURER'S INSTRUCTIONS, i O a - 2• 3" 3' ' NICO 2 ? .,« r, 4" M SANITARY VENT UP TO MEZZANINE. REFER TO SHEET P1 FOR T"" - 0 ROUTE COLD WATER DOWN IN PARTITION. ® ROUTE 104 AND COLD WATER PIPING ON WALL IN LAVATORY CABINET TO SERVE FIXTURES AND EQUIPMENT. . WCp 3a 1 " t 1 © 1 } •3''-'11 • .i" 4.. I �j 1 1 '`'`Z °? 4• 1!^ .; �; 3 O ® : ; T-ar. 1 : ) ', 3 j ti _•: . 2. := 1 'T i :' .: 3' • © © ® B1 OB " 2` j1 2' 2" • O ' ,�4. f 4 j' • 4 V -DN -,1• ?� y �- 1 , ; ,: ll, 4" I y) Q 2" . • 1 1 f NICO 2" � I Y1 L. @;• (. 2" y,• ( ® (}'. O O -� 2 U1" 2 ti,.! ® I. -, �- 1)¢• ---Ill I i E E E CD.', 3" o --: :.. �r -�.•, WCOy'. r� .` 4'7-•-•--. IX 114^ r^• n Z"'•) �� ti - I,-2' II'' ; •it, 1-'- '.:'(} ?ICO 1 E1 E1 ENLARGED PLUMBING PLAN - WASTE AND VENT 2 WASTE AND VENT RISER DIAGRAM 26 P2- ENLARGED WASTE PLAN 77/08/20041 SCALE: 1/4"=1'-U" „ P2 -WASTE RISER 107/08/20041 SCALE: NONE s•5 • G 1" 4 V4' 434" d )4 T��4" .... `h . ,y" N • R „ ..... , ❑ III Xt" © ❑9 ,� -I ; El■ 7 ,❑ 7• ROUTE WATER LINES j BELOW COUNTERTOP ©�I • 1' `� • ` 1' 3• r .T �a 7X2" JrL^ '.■ ` 13 I ❑2 F �I� . -! +� I © i�FltNW JMI)y�r. " I V yt t• •,,� .J L( V :•I f 1 ' E PROVIDE SPECIFIED FIXTURES DR APPROVED EQUALS IN THIS PORTION OF THE SCHEDULE. OH FLOOR DRAIN (LIGHT DUTY): ZURN #2-415-P CAST IRON GRAIN WITH 461544 -14444 AND AFTE1644 PRIMER LATO CONNECTIONNICKEL BRONZE STRAINER, MEMBRANE . CLEAN AND NG CLAMP. PROVIDE STRAOUTLET ©FLOOR DRAIN: ZURN #T -415 -E -P INDIRECT WASTE DRAIN WITH FUNNEL, 4" OUTLET, 4" FUNNEL INLET. PROVIDE NICKEL BRONZE STRAINER. PROVIDE P -TRAP AND TRAP PRIMER CONNECTION. °ROOF DRAIN: ZURN #ZC-100, CAST IRON BOGY, FLASHING CLAMP, AND GRAVEL STOP. CAST IRON DOME, ADJUSTABLE EXTENSION SLEEVE, UNOERDECK CLAMP, SUMP RECEIVER. J3 ROOF DRAIN: ZURN #259-185, CAST IRON BODY, PLAIN BRONZE DOME, 90- SIDE OUTLET BODY. O WALL HYDRANT: ZURN Z1300 ANTI -SIPHON, AUTOMATIC DRAINING WALL• HYDRANT, NON -FREEZE INTEGRAL BACKFLOW PRE -VENTER ALL BRASS INTERIOR PARTS, KEY OPERATED, ' THREADED INLET, MOUNT 45' ABOVE FINISHED SURFACE. ()EXPANSION TANK: PROVIDE AMTROL 5T-5 DIAPHRAGM TYPE. PRE -PRESSURIZED THERMAL EXPANSION TANK, EXPANSION TANK SHALL HAVEMAXIMUM WORKINGPRESSURE OF 125 P5. AND MINIMUM TOTAL N TRAP PRIMER: PRECISION PLUMBING PRODUCTS 62-500, AUTOMATIC O 1 BRASS TRAP PRIMER WRH 041 CONNECTION, ANTI SIPHON NR PORTS. AND SERVING UP TO 2 FLOOR DRAINS. ALS: HYDROMECHANPROVED IJCALS: JDSAM, JR SMITH, WADE, WATTS, ZURN 1,„,_ _ - . C;te f,„.0,8 •- @ (} © I '.1 1 `•••` - •, • -' ' 1 R [ , q ... ', 2 2 ... ' \ s \i Tya C I C 1` I O J---% i 3 B7 0. 2 :•.. 1 2V 2' •A A Yt"•' H O , 2•2 .. -- ` • .. .. ❑1 O #a" �G �� 0 O i, ® TO FDS L f O Al yti^ 122 O - A O 1 1yz» A lya �+®% VENDING MACHINEO� y;^ " ® Ct 1)¢' " ` EXTERIOR WALL f 11 I� OI17 ' �I 1rji • - II II II " ROUTE WATER LINES BELOW COUNTERTOP O� O C �, iy ©r' d :I. ♦ �\ TO IRRIGATION 2" 2" 1' %' © ^ _ 0 Xt' Q FFT1 45- Y` ATO FD 1)4 SYSTEM)... '7' 2' O BT o 0 2" 2 O © 2• 2" 34 1yi" 1 , E1 �-0. (} �` yt0 45- 2 1" r (} `' �" ,_ - 1 • �'i' " 12x' TO 2° FDK_Y , " •••.„,ys" ! y2• y2, OF tyz` "' I 2• yz' " " 122' O O " '1+ 1• 2" .1 Lf 2" ..� KEY: t FIRE PROTECTION M2 SUPERVISED [] REFER TO 0 RISER SWING ❑5 MAIN DRAIN LI MAIN DRAIN 7 PRESSURE ❑ ®FLOW SWITCH ❑9 ELECTRIC 1❑O CHECK VALVE 11 FIRE DEPARTMENT t❑2 BALI. DRIP ARRANGEMENT STANDARDS, AND APPLICABLE CODES GRADE, ROUTE LOCATED ABOVE NOTED. .i © i�••.�- FLOOR SERVICE OS&Y VALVES CML DRAWING FOR CHECK VALVE VALVE GAUGE ALARM CONNECTION SHOWN I5 SCHEMATIC. TO MEET LOCAL AND REQUIREMENTS. ALL DRAINS TO NEARBY GRADE, ROUTE ALL y _ r BACKFLOW CODE r 3 MODIFY FLOOR DRAINS © PREVENTER TO SUR MANUFACTURER'S REQUIREMENTS, AND ALL OTHERMS IF FIRE RISER I5 LOCATED BELOW DRAIN. IF FIRE RISER IS TO OUTSIDE, UNLESS OTHERWISE SPECIFICATIONS 21 42 -SPECIFICATIONS 109/03/20041 SCALE: NONE R. .� _�,, ) S A ---t ® '� 'I i t I C C O O O ,, J 1 •' [�- ....,. .T 3 ... i y • (} O \ \ f 1 (} I O C O T N, O ....., 4 O • 1'-+ y4• 1-� .,, Et yA' ! E1 j, /, DETAIL SHOWS SCHEMATIC COMPANY, AND AND REDUCING LIMITATIONS REQUIRE OWNER. 2' i0 DOMESTIC SYSTEM Y 2" BRONZE BOGY, WATTS #223 SERIES sat.REDUC NGO ALIVE, SET AMBPRESURE 2" STRAINER; CAST IRON BODY, WITH FLANGED AND REQUIREDLESS STEEL FOR SCREENSREMOVAL.MOUNT AS \�- BNL VALVE: CAST IRON BODY (TYPICAL) ` DIELECTRIC FLANGE y. REQUIREMENTS. INSTALL ITEMS FURNISHED BY PROVIDE ITENOT FURNISHED BY WATER COMPANY. STRAINER VALVE MAY BE INSTALLED IN VERTICAL PIPE IF SPACE IT. CLEAN STRAINER BEFORE TURNING BUILDING OVER ENDS WATER TO • ) - ��t �. •• y=" G 5 1 % 0M )4' ENLARGED PLUMBING PLAN - WATER 4 WATER RISER DIAGRAM 34 FIRE SERVICE 28 WATER SERVICE 22 P2 -WATER SERVICE -NO BFP 112/22/20051 SCALE: NONE P2 -ENLARGED WATER PLAN 107/08/20041 SCALE: 1/4'=1'-0" P2 -WATER RISER 1 10/28/05 1 SCALE: NONE 62 -FIRE SERVICE -NO BFP 112/22/20051 SCALE: NONE POI SIZE "A" INSTALL PER PO4 STANDARDS AND MANUFACTURER'S HOT OR COLD WATER SUPPLY 1F HORIZONTAL BRANCH 15 LESS THAN 20' LONG, PROVIDE ONE WHA AT END OF LINE IF BRANCH 15 GREATER THAN 20' PROVIDE ONE PIECE SPUN ALUMINUM BASE WITH, GRADUATED640ADJ STEPPED PVC 8004, MINIMUM 15•x19"x708° THICK SUPPORT PAD. ( CARLISLE-SYNTEG, MIRO, OR APPROVED EQUAL) ALUMINUM PIPE CLAMP. DO NOT CLAMP PIPE TIGHT PROVIDE PLASTIC BLOCK DR ROLLER PIPE STAND SYSTEM PILLOW -TYPE A5 STEPPED FLEXIBLE PVC BOOT CLAMPED TO FLASHING SASE AND PIPE WITH STAINLESS STEEL SCREW CLAMPS GROUND -JOIN PIPE UNION ELBOWS TO TRAP PRIMER WITH INTEGRAL VACUUM BREAKER PROVIDE COUPLING E DOMESTIC COIR WATER LINT: IN PLUMBING CHASE OR UNDER FIXTURE, MAKE BRANCH TO TRAP PRIMER OFF TOP OF PIPE - I TRAP PRIMER IN CHASE OR UNDER FIXTURE. INSTALL PRIMER MINIMUM 51X INCHES ABOVE FLOOD RIM OF FIXTURE BEING SERVED I PROVIDE DISTRIBUTION UNITS WHERE MORE 'I THAN ONE TRAP IS SERVED BY A PRIMER ■ ■ PRIMER MAY BE LOCATED ABODE CEILING WHERE ACCESSIBLE. IF LOCATED IN A CHASE OR WALL, PROVIDE A HINGED. LOKABLE, N PRIME COATED ACCESS 0009 INL''111(P ACCESSIBLE BUT INCONSPICUOUS PLACE INSTRUCTIONS LONG, PROVIDE ANOTHER WHA IN MIDDLE, EACH SIZED FOR HALF THE AND ADJUSTABLE STAINLESS STEEL CLAMPS. SET BASE IN iv �.. . . FIXTURE UNITS 8 HED OF MASTIC ' S SINGLE FIXTURE MUI TIPLE £IXTU8E5 _. a 1�,,J ��^ MANUFACTURED BY ERICO, FIRESTONE, MIRO, DR PROVDE SPUN �i COMPENSATE PIPE EXPANSION FOR PDI SIZE PIPE SIZE FIXTURE UNIT LOADROOF FIXTURE UNIT TABULATION �- INSULATION II I ROOFING MIMI 8 -LINE ALUMINUM BASE IN ROOFING OVER A 1/2" 1-11 FIXTURE VALVE WATER CLOSET COLD 5 HOT -- II III ROOF DECK ��I no NMI BED OF MASTIC COORDINATE WRH METAL 1 FLASHING BY Q REFER TO ROOF PIPE SUPPORT B 304' 12-32 URINAL 5 -- PROVIDE SLEEVE IF REQUIRED BY TYPE ANCHOR PIPE TO ROOF DECK OR JOISTS WITH ROOF INSULATION ROOFER _�I I 1 ROOFING 1 CONTRACTOR DETAIL C t" 33-60 COUNTER SINK 1.5 1.5 OF ROOF DECK U -BOLT AROUND PIPE , AND ANGLE IRON WELDED ROOF DECK 4'l Iw �( �� II II II ROOF INSULATION -- " 0 1-1/4" 61 -113 LAVATORY 1.5 1.5 MINIMUM 12" BELOW ROOF =-. OR SCREWED TO DECK OR 1 ROOF DECK I II = ` 4 = l TYPE "K' SOFT COPPER TUBE BELOW / �FI-DDR FLOOR SLAB WITHOUT JOINTS. L SLOPE TOWARD FLOOR DRAIN TRAP. FLOOR DRAIN OR FLOOR PROVIDE ELASTOMERIC INSULATION SINK WITH P -TRAP AND FROM TRAP TO ABOVE FLOOR SLAB TRAP PRIMER CONNECTION E 1-1/2" 174-754 MDP BASIN 2.25 2.25 PROVIDE PIPE INCREASER JOIST WHERE REQUIRED TO MAKE • HUBLESS PIPE CONNECTORS SUPPORT SPACING: 1/2" PIPE 3IZE=6'; 3/4"-1' PIPE SIZE, ---13% 1 1/4"PIPE SIZE AND LARGER= 10' INSTALL PIPE STANDS IN ACCORDANCE WITH PIPE STAND MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. PLACE SUPPORT PADS ON ROOFING. AND SET PIPE STANDS FREE AND CENTERED ON SUPPORT PAD. INSTALL TO ALLOW FOR 606ANSION AND CONTRACTION. PRIME AND PAINT GAS PIPING. COLOR SHALL BE PER AUTHORITY HAVING JURISDICTION, PIPE SLEEVE ROOF ANCHOR PIPE TO ROOF DECK OR JOISTS IF REQUIRED REFER TO PLANS FOR PIPE SIZE(5) AND L0CAT0N(S). USE WELDED OR SCREWED FITTINGS AS SPECIFIED FOR PIPE SIZE. LOCATE PENETRATION MINIMUM 16" FROM ADJACENT WALLS. YF 2" 155-330 WATER COOLER .25 --MINIMUM • 3" VENT THRU ROOF �, 05 CA57 IRON 6165 PROVIDE WATER HPJAMER ARRESTERS BY SIOUX CHIEF, PRECISION PLUMBING PRODUCTS, WATTS OR APPROVED EQUAL WITH PISTON AND 0 -RING CONSTRUCTION, HAVING PDI#WH-201, ASSE#1010 AND AN51#A112.26.1M CERTIFICATION, INSTALL IN HORIZONTAL OR VERTICAL POSITION, BUT NEVER UPSIDE DOWN. INSTALL INLINE WITH WATER FLOW DIRECTION IF POSSIBLE. UNITS PER TABLES ABOVE. SIZE REFER 70 PLANS FOR VTR PIPE SIZES AND LOCATIONS. LOCATE VTR MINIMUM TEN FEET HORIZONTAL OR THREE FEET VERTICAL ABOVE ANY BUILDING OPENING OR FRESH A112 INTAKE, AND ONE FOOT FROM ANY VERTICAL SURFACE. PROVIDE 1" FIBERGLASS INSULATION WITH ALL -SERVICE JACKET ON VENT INSIDE BUILDING WITHIN 51X FEET OF VENT THRU 4100F LOCATION, VERIFY FLASHING AND COUNTERFLASHING WRH ROOFING CONTRACTOR. PIPE NOT USED 41 ROOF PIPE SUPPORT 35 ROOF PIPE PENETRATION 29 TRAP PRIMER 23 FIXTURE SCHEDULE 17 WATER HAMMER ARRESTERS 11 VENT THROUGH ROOF 15 P2 -WATER HAMMER ARRESTER 112/22/20051 SCALE: NONE 62 -VENT THROUGH ROOF 1_12/22/20051 SCALE: NONE --1 72 -TRAP PRIMER 112/22/20051 SCALE: NONE P2 -FIXTURE SCHEDULE 112/22/20051 SCALE: NONE NA 1 NA 1 SCALE: NONE P2 -ROOF PIPE SUPPORT 112/22/20051 SCALE: NONE P2 -ROOF PIPE PENETRATION 112/22/20051 SCALE: NONE PROVIDE GAS SHUTOFF COCKSEE AND GROUND JOINT UNION FULL SIZE OF BRANCH PIPE BRANCH OFF TOP OR SIDE PLANS FOR OUTLET SIZE ROOF DRAIN GRAVEL STOP AND MEMBRANE INSULATION AND ROOFING PIPE REDUCER FROM BRANCH PIPE SIZE TO UNIT CONNECTION SIZE, AT UNIT CONNECTION GROUND JOINT PIPE UNION PRESSURE REGULATOR- WITH 7' WC OUTLET PRESSURE, LOCATED MINIMUM 12" ABOVE ROOF PIPE HANGER NEXT TO COLD WATER SUPPLY t0 PIPE TEE WATER HEATER STEEL DECK SINK OR LAVATORY AS �••I COLD WATER DOWN IN PARTITION SHOWN ON PLANS ^ TOP BEAM t COLD WATER TO FAUCET(S) AS SHOWN ON PLANS •+� ■ ■ VENT G -CLAMP IF STEEL BAH JOISTI ADJUSTABLE BAND �• _ RDVIpERCOPPERD OR NON-METALLIC WHERE CUEVIS HANGER FOR t-- G--) 4F GAS PIPE BY GAS COMPANY (VERIFY) 1 3 BY CONTRACTOR CLAMP TO SECURE PUSHING ma SUMP RECEIVER Lit\\ BUILDING WALL ■~� PIPE UNION: DIELECTRIC IF ■ WELDED STEED �+• '�"�� WATER TO HOTTEA(5) AS - FOR PIPING 4" OR LESS COATING HANGERS CONTACT BARE COPPER PIPE -n� L=Y I PIPE OVER 4' UNIT HEATER 'T L' SUSPEND PIPE FROM M STRUCTURE ABOVE WITH PIPE •� HANGERS PER SPECIFICATIONS PRESSURE TEST COCK GAS METER. REFER i0 PLAN FOR CAPACITY / GAS PIPE UP TO ROOF. SIZE AS SHOWN ON PLAN r�r�■�HANGER ROOF DECK SUMP PAN ..-----HUBLESS CAST IRON PIPE, UNDERDECK CLAMP �' FITTINGS, AND CONNECTORS EXTENSION SLEEVE Y SHAWN ON PLANS PIPE UNION � �� wall- � y INSTALL CONDENSATE TRAP FURNISHED WITH ROOFTOP UNIT ROOFTOP UNIT GAS SHUT-OFF VALVE ■ BRANCH OFF DISSIMILAR METALS EXPANSION TANK WITH POLYPROPYLENE LINING R n AND DETAILS wilyt�, GAS TWIN STRAINER PIPE INCREASER WITH HEIGHT AS REQUIRED TO %' AGA RATED TEMPERATURE AND - - - ��M TO EXPANSION TANK PROVIDE GALVANIZED STEEL SADDLE FOR ALL INSULATED PIPE FURNISHED WITH SEE PLAN FOR PIPE SIZE. USE EQUIPMENT BLACK STEEL PIPE WITH r 4PIII DIRT LEG AT BOTTOM OF RISER, ANCHOR ACCOMMODATE ROOF PRESSURE RELIEF •" STOP AND WASTE VALVE LARGER THAN %". VERIFY INSULATION SIZE WHEN SIZING HANGERS SCREWED FIRINGS PIPE REDUCER FROM ■ '-' RISER TO WALL FLOOR INSULATION THICKNESS INCREASER WHERE REQUIRED Oil III ROUTE CONDENSATE DISCHARGE AWAY •� ■ TOP OF GAS PIPE MAIN BUTYL DIAPHRAGM AIR CHARGING VALVE. VALVE W111-1 TEST I� 777 �. iI1C' ■■ HARD COPPER DISCHARGE PROVIDE UPPER ATTACHMENT AS REQUIRED FOR CASES NOT SHOWN. 00 INSTALL HANGER INSIDE INSULATION OR OTHERWISE PENETRATE VAPOR BARRIER. NOT LEVER ELECTRIC WATER ♦ S ' LINE, TERMINATE THROUGH CABINET 106 KICK. DO NOT HANG ONE PIPE FROM ANOTHER. TRAPEZE RANGERS MAY BE USED FOR MULTIPLE PARALLEL PIPES, LOCATE HANGERS AS CLOSE AS POSSIBLE TO BRANCH PIPE SIZE TO UNIT PROVIDE 6" DIRT LEG FULL GRADE OR PAVEMENT CLEANOUT CAP PIPE FROM SERVICE AREAS OF UNIT �,! DOUBLE I',./ BLOCK CONNECTION SIZE, AT UNIT SIZE OF BRANCH L PIPE HANGER CLOSE TO FILL TANK WITH NR PRESSURE TO MATCH WATER PRESSURE, THEN CONNECTION INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION MANUAL. HANGER SPACING FOR PIPE SIZE: 4-=13'; 3"=12'; 2i¢".=11'; 2-=10'; 122•=9'; 15"=8'; 1"=7'; 44'=6'. PROVIDE WELDED PIPE AND FITTINGS ON ANY CONCEALED PIPE. PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST AS REQUIRED TO SUIT ACTUAL INSTALLATION CONDITIONS. VERIFY REQUIREMENTS CONTRACTOR SHALL WELDED OR SCREWED PRESSURE REGULATOR SHUT-OFF VALVE FOR METERING AND PIPING WITH GAS COMPANY. PAY ALL GAS COMPANY FEES FOR INSTALLATION. USE PIPE AND FITTINGS PER PLUMBING SPECS, JOM TO TAKE WEIGHT OFF ROOF DRAIN INSTALL PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE PIPE INSULATION FOR ALL STORM WATER PIPING, FIRST 10'-0" OF THE OVERFLOW STORM WATER PIPING, AND ROOF DRAIN SUMP PER SPECIFICATIONS, LOCATE DRAINS WHERE SHOWN ON PLANS, AND VERIFY WITH STRUCTURAL PLANS FOR ROOF LOW POINTS. COORDINATE WITH ROOFING CONTRACTOR. REFER TO STRUCTURAL DRAWINGS AND COORDINATE IF REQUIRED FOR SUPPLEMENTARY STEEL AROUND ROOF OPENING. HEATER ��, _ Y WASTE PIPE TURNS AND TEES OF PIPE. PROVIDE SUPPLEMENTARY STEEL STRUTS BETWEEN JOISTS IF REQUIRED. LOCATE HANGERS TO TAKE LOAD OFF OF EOUIPMEM F /I PRESSURE TAP (TEE W1TH REDUCER/PLUG) SEE ROOF PIPE J SUPPORT DETAIL 6' LONG DIRT LEG FULLAUTHORITIES, BRANCH PIPE DRAIN VALVE PIPING ARRANGEMENT SHOWN IS CONDITIONS. SET WATER HEATER FLOOR TO ONE SIDE OF LAVATORY/SINK REQUIREMENTS A5 REQUIRED. SCHEMATIC. ADJUST THERMOSTAT TO TO MAINTAIN TO SUIT FIELD 110T. LOCATE HEATER ON HANDICAP CLEARANCE CONNECTIONS. ANCHOR WATER PIPE AGAINST SWAYING DUE TO 0HANGES WATER VELOCITY. PROVIDE SEISMIC BRACING IF/AS REQUIRED BY LOCAL CHAINS OR PERFORATED STRAP IRON OR STEEL 15 NOT ACCEPTABLE. REFER TO CODES FOR FURTHER INFORMATION. HANGER SPACING FOR PIPE SIZE: COPPER: 4'=12' 3"=11' 2,14"=10' 2"=9' 1k°=8' 1)V-7' 1'=6' r•6' ,V=5. CAST IRON: 10' AND ONE NEAR AL JOINTS. ❑ILLL: 4"=14' 3'=12' 2)5"=11' 2"=10' 1)§"-9' 1"=7' "=5' 1C=5'. IN OPEN VALVE PIPING ARRANGEMENT SHOWN I5 SCHEMATIC. ADJUST TO SUR FIELD CONDITIONS. MAKE PIPE SAME SIZE AS TANK FITTING. FOLLOW MANUFACTURER'S INSTRUCTIONS FOR INSTAL1AT10N PROCEDURE. VERIFY PROPER OPERATION WHEN INSTALLED. SIZE OF PIPING ARRANGEMENT SHOWN G SCHEMATIC. ADJUST AS REQUIRED. UNIT HEATER CONNECTION 42 GAS SERVICE 36 ROOF DRAIN 30 RTU CONNECTIONS 24 EXPANSION TANK 18 _ WATER HEATER 12 PIPE HANGER 6 P2 -RTU CONNECTIONS 112/22,2,305k SCALE: NONE P2 -EXPANSION TANK 112/22/20051 SCALE: NONE P2 -WATER HEATER 112/22/20051 SCALE: NONE _ P2 -PIPE HANGERS 112/22/20051 SCALE: NONE 62 -ROOF DRAIN 111/1S/260B 1 SCALE: NONE P2 -UNIT HEATER CONNECTION 112/22/20051 SCALE: NONE P2 -GAS SERVICE 112/22/20051 SCALE: NONE ,4t„n n.q ,, 14 ,w :y ary uex,t4,,,,,, KOHL'S - TUKWILA, WA MINKLER BLVD. & SOUTHCENTER PKWY TUKWILA, WA 98188 DEVELOPED BY: KOHL'S DEPARTMENT STORES, INC. N56 W(1000 RIDGEWOOD DRIVE MENOMONEE FALLS, WISCONSIN 53051 TEL (262) 703-7900 FAX (262) 793-7165 11152 FIXTURE BRANCH SCHEDULE FIXTURE _ _ .��- VALVE WATER CLOSET � URINAL LAVATORY - _ MOP BASIN _ WATER COOLER WALL HYDRANT COLDWATER 1-1/4' 1' 1/2' 1/2" 1/2- WATHOi ER _- -- 1/2` 1/2" - T WASTE 4". 2 1-1/2"I-1/2" 3" 1/4"1-1/4" _ 2� - 1-1/2" 1-1/2" COUNTER SINK 1/2' 1/2" 2" 1-1/2" FLOOR/HUB DRAIN 1/2" -- 2•/3" 1-1/2" FLOOR DRAIN SIZES ARE MINIMUM BRANCH SIZE TO FIXTURE. PLUMBING PLAN NOTES M REFER TO SHEET P1 FOR GONTINUATON. M SANITARY VENT UP TO MEZZANINE. REFER TO SHEET P1 FOR CONTINUATION, 0 ROUTE COLD WATER DOWN IN PARTITION. ® ROUTE 104 AND COLD WATER PIPING ON WALL IN LAVATORY CABINET TO SERVE FIXTURES AND EQUIPMENT. ❑B PROVIDE POINT -OF -USE WATER HEATER AT THIS LOCATION. REFER TO DETAIL 12/62. © PROVIDE THERMAL EXPANSION TANK AT 74115 LOCATION, REFER TO DETAIL I8/P2, 0 ROUTE COLD WATER DOWN IN WALL AND PROVIDE STUB OUT WITH SHUTOFF VALVE FOR CONNECTION TO VENDING MACHINE, LOCATE SHUTOFF VALVE AT 6' AFF. THIS SHEET IS PART OF THE CONS4RU SPECIFICATIONS APPLY, THAT SHOW BE USED A5 A SHOP 912A1NNO: TO CONFORM TO SITE CONO1 LOCA1I0NS AND DIMENJO55 OF SHOWN ON THEIR RESPECTIVE REFERENCE AND s1ALL BE ASSUMES NO LABILITY FOR TH RE1PON91BIUTY 10 ASSUMED F' PROFESSIONAL ENOINEE8 HAS Larson Binkley, Inc. 6363 Collage 84vd.. Suite 400 Ove1cnd Puck, Koneos 66211 T 913-363-2621 F 913-363-2631 INFORMATION ON THIS DRAWING TAKES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFLICTING INFORMATION. NO. A A A QC/ DATE BY DESCRIPTION • EGED _IAN 0 9 2007 PERM C la1CA4! 0 EISA CO N N N 7•- F) 2 111 PROJECT 4; LBI 01200676.09 0 ENLARGED PLUMBING PLANS, DETAILS, AND SCHEDULES SCALE: VARIES SHEET: DRWN BY: BVL CHKD BY: REB BLDG. SUBMITTAL: 10/12/06 H,5` 16"X 16" UP G.9 2.1 22 •• 12-X12" ;35 4.5, 4"0 VENT 12"%10:: '120•• 1em 45' 5 J 2 2.1 2.2 2.5 3.5 3.9 4 4.5 5.6 5.9 6.1 16"516' DOW 32X12" DOWN 30"X24' DOWN 77 750 750 20'X20 \ DOWN J 750 16"X16 10"X16. 25'X12" DOWN 35"sx'f'vws5-tk 30"X24" CONTINUED ON MAIN FLOOR 32"X12" CONTINUED ON MAIN FLOOR -625 M20"X20" UP TO MEZZANINE 750 30"X24" UP 32"X12" UP 300 300 10'5 CONTINUED ON MEZZANINE 32"X12' 18"X14• -. 750 10 26'(12" UP • 26'512 CONTINUED ON MEZZANINE Ve —t - ' 60"X22 RA CONTINUED ON MEZZANINE v 750 u 750 14"01 0 40"X22" SA CONTINUED ON MEZZANINE !DV 0 �v v 75D 75D 77 750 `.• 30"524 Ely 14.0 14'0 Ve 14"0 750 750 0 0 750 750 0 750 22"X22" 14"0 14"0 Isi ■S11 11� x:1 28"X20" v° 0u 750 25'525' 14"0 ®1V 750 • 20"X20" 750 A 750,;• 750 rQ l0"0 10"0 77 75o�—R 14"0 •: 200 750 750 375 •••��i 750 14'0 vo 750 750 375 750 IV 750 ®V 10-0 p5 14-0 VO 14-0 • J750 750 77 750 750 375 750 760 375 14 0 750 375 750 759 .7 750 la'o 750 375 750 14"0 10-0 24"X1 2 375 375 375 375 10.0 375 750 14 10.0 10-0 3254 375 •375=1 125 PG Pdaerl 7.3 7.7 10 BB 26'X12" CONTINUED ON MAIN FLOOR MEZZANINE 40"X26" UP 40"X22" CONTINUED ON MAIN FLOOR 60"X22" CONTINUED ON MAIN FLOOR KOHL'S - TUKWILA WA 11152 TUKWILA WA 96186 DEVELOPED BY: KOHL'S DEPARTMENT STORES, INC, N56 W7000 RIDGE1NOOD DRIVE MENOMONEE FALLS, WISCONSIN 53051 TEL (2623 703-70cia FAX: (262) 703-7105 GENERAL NOTES A. CONTRACTORS AND SUB-CONTRACTORs SHALL CAREFULLY REVIEW THE CONSTRUCTION DOCUMENTS. INFORMATION REGARDING THE COMPLETE vioRK IS DISPERSED THROUGHOUT THE DOCUMENT SET AND CANNOT BE ACCURATELY DETERMINED WITHOUT REFERENCE TO THE COIAPLETE DOCUMENT SET. B. COORDINATE WITH THE WORK OF OTHER SECTIONS, EQUIPMENT FURNISHED HY OTHERS. REQUIREMENTS OF THE OWNER, AND WITH THE CONSTRAINTS OF THE IXIST1NG CONDITIONS OF THE PROJECT SITE. PROVIDE DUCT RISES AND DROPS AS REQUIRED FOR FIELD INSTALLAT1oN AND TRADE COORDINATION. NOTIFY ARCHITECT OF ANY DISCREPANCIES BEFORE STARTING WORK. C. DRAWINGS FOR HVAC WORK ARE DLAGRAMMATIC, SHOWING THE GENERAL LOCATION, TYPE, LAYOUT, AND EQUIPMENT REQUIRED. THE DRAWINGS SHALL NOT SE SCALED FOR EXACT MEASUREMENT. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS. REFER TO MANUFACTURER'S STANDARD INSTALLATION DRAWINGS FOR EQUIPMENT CONNECTIONS AND INSTALLATION REQUIREMENTS. PROVIDE DUCTWORK, CONNECTIONS, ACCESSORIES, OFFSETS, AND MATERIALS NECESSARY FOR A COMPLETE SYSTEM. O. AU_ WORK SHAL1 COMPLY WITH STATE AND LOCAL CODE REQUIREMENTS AS APPROVED AND AMENDED BY THE GOVERNING CITY, INCLUDING APPLICABLE SECTIONS OF NEPA, OSHA, BOCA, UBC, OR ANY INTERIM AMENDMENTS AT THE TIME OF THE PROPOSAL. PURCHASE ALL PERMITS ASSOCIATED WITH THE WORK. OBTAIN ALL INSPECTIONS REQUIRED BY CODE. E. HVAC CONTRACTOR IS RESPONSIBLE FDR STARTUP AND PROPER OPERATION OF AU_ ROOFTOP UNITS. F. USE OF COMBUSTIBLE MATERIALS IS NOT ALLOWED IN THE RETURN AIR PLENum, MATERIALS LISE0 IN THE PLENUM SHAU. HAVE FLAME SPREAD RATING NOT TO EXCEED 25, AND SMOKE DEVELOPED RATING NOT TO EXCEED 50 WHEN TESTED IN ACCORDANCE WITH ASTM E 84. AU. EXPOSED WIRING IN 11 -IE PLENUM SHALL SE PLENUM RATED. G. INSULATE SUPPLY DucTwORK WITH MINIMUM 1-1/2" THICK FOIL-BAcKED DUCT WRAP. H. PROVIDE FILTER FABRIC OVER RETURN AIR OPENINGS OF UNITS USED FOR TEMPORARY HEATING/COOLING. REPLACE nLTER FABRIC AT REGULAR INTERvALs DURING TEMPORARy USE. CONTRACTOR S RESPONSIBLE FOR CLEANING AND REPAIRING UNITS AND DUCTWORK SOILED OR DAMAGED DURING TEMPORARY USE. L AT CONTRACTOR'S OPTION, EQUIVALENTLY SIZED ROUND DUCTWORK 15 ALLOWED IN LIEU OF RECTANGULAR DUCTWDRK. ROUND DUCTWORK SHALL BE SIZED FOR MA/0mA' PRESSURE DROP OF 0.08"WC/100 FT OF DUCT, AND MAXIMUM VELOCITY NOT TO E<CEED 1200 FPM. J. SUPPORT MECHANICAL SYSTEMS WITH SEISMIC RESTRAINTS IN ACCORDANCE wITH SEISMIC HAZARD. LEVEL 'AA' OF THE SEISMIC RESTRaUNT MANUAL; GUIDELINES FOR MECHANICAL SYSTEMS DATED 1998 AND ADDENDUM NO, 1 DATED SEPTEMBER, 2000, AS PUBLISHED BY SMAC NA, AND IN ACCOROANCE WITH THE UNIFORM BUILDING CODE. 1997 EDMON. MECHANICAL PLAN NOTES El INSTALL ROOFTOP UNIT AND ROOF CURB. COORDINATE UNIT WITH STRUCTURE. SHIM UNIT MD CURB LEVEL FOR PROPER CONDENSATE DRAINAGE. UNIT SHALL BE INSTALLED MAXIIAUM 1/8' PER FOOT OUT OF LEVEL PROVIDE FLEXIBLE CONNECTORS ON THE SUPPLY AND RETURN 518 DUCT CONNECTIONS. TRANSMON TO DUCT SIZES SHOWN. EXTEND RETURN AIR DUCT 24" BELOW ROOF DECK AND TERMINATE OPEN (WITHOUT SCREENING). PROVIDE DUCTWORK AND AIR DISTRIBUTION DEVICES AS INDICATED ON THE PLAN. REFER TO ROOFTOP UNIT SCHEDULE ON SHEET M2 FOR ADDMONAL. ['PROVIDE 'NUN! TRANSFER FAN. SUPPORT FAN FROM STRUCTURE AJBOVE WITH STEEL CHANNEL AND THREADED ROD WITH VIBRATION ISOLATORS. PROVIDE FLEXIBLE CONNECTORS ON THE INLET AND DISCHARGE DUCT CONNECTIONS. PROVIDE UNE VOLTAGE THERMOSTAT WIRED FOR COOLING OPERATION TO CONTROL TRANSFER FAN. TRANSFER FAN SHALL DISCI -LARGE TO PLENUM_ REFER TO EXHAUST A.ND TRANSFER FAN SCHEDULE ON SHEET M2 FOR ADDITIONAL REQUIREMENTS. III PROVIDE GAS-FIRED UNIT HEATER. SUSPEND HEATER FROM STRUCTURE ABOVE Wall STEEL CHANNEL AND ALL -THREAD ROD. moUNT BOTTOM OF UNIT HEATER 8' -5" ABOVE FINISH FLOOR. UNIT HEATER SHALL BE REZNOR MODEL UCIAP125, WITH ELECTRONIC IGNITION AND POWER VENT. PREA1DE THERMOSTAT. PROVIDE ese SEALED JOINT VONT IN ACCORDANCE WITH UNIT HEATER MANUFACTURER'S INSTRUCTIONS, PROVIDE MANUFACTURER'S SIDEWALL VENT TERMINATION 16T. TERMINATE VENT PER CODE, AND A MINIMUM OF 10' ABOVE GRADE, E PROVIDE ROOF MOUNTED IXHAUST FAN AND CURB. PROVIDE DUcTwORK AS INDICATED ON IHE PLAN. EXTEND DUCTWORK UP TO ROOF. REFER TO ID(HAUST MD TRANSFER FAN SCHEDULE ON SHEET 512. E INSTALL SMOKE DerEcToR FURNISHED SY FIRE ALARM CONTRACTOR. PROVIDE INTERLOCK WIRING FROM RELAY AT SMOKE DETECTOR TO ROOFTOP UNIT TO SHUT DOWN ROOFTOP UNIT UPON ALARM SIGNAL FROM FIRE ALARM PANEL. ON SIGNAL FROM FIRE ALARM SYSTEM ALL ROOFTOP UNITS SI-LAU.. SHUT DOWN. E PROVIDE TRANSFER AJR OPENING ABOVE CEILING. El MOUNT DUCT TIGHT TO BOTTOM OF STRUCTURE. III ROUTE DUCT TIGHT TO STRUCTURE. THIS SHEET IS PAX OF THE CONST SPECIFICATIONS APPLY. 11 -IAT SHOW BE USED AS A SHOP DRAWING; TO CONFORM TO SITE COND1110 LOCADONS AND DIMENSIONS 0 SHOWN ON THOR RF_SPEC REFERENCE AND SHAU. BE AssUmES NO LIABILITY FOR RMPONSIBIL.11Y IS ASSUMED PROFESSIONAL ENGINEER N. CLUDING OT TO RED FY AS Larson BInkJey, Inc. 6353 CoIlege Blvd.. Suite 4-00 Wagon,' Pork, {COMMIS 66211 T 913-353-2621 F 813-353-2431 7 INFORMATION ON THIS DRAWING TAKES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS NO, DATE BY DESCRIPTION A A A 4'44.0/A.41•6 PRIAM-COMER RhG MECHANICAL PLAN PROJECT #: LBI 01200676.09 BLDG. SUBMITTAL: 10/12/06 BID SET 12/22/06 36"X60" RA 1.29928c6•228. •„d. ,-„ Y a�.;ss aaR;,�csor.Y�2o& _ I I I - � 24"X24" SA 20 GAUGE GALVANIZED FILL STRIP 1 20"X2D' SA = I - DUCT SECTIONS AT MEZZANINE M2 -DUCT SECTIONS AT MEZZ 112/22/2005f SCALE: NONE 33 STRUCTURE ANCHORAGE ROD STIFFENER ANGLE (IF REQUIRED) SUPPORT STRUCTURE SEISMIC ROD CLAMP (IF REQUIRED) THREADED ROD AIRCRAFT CABLE ADDITIONAL UPPER SUPPORT NO. 10 SELF -TAPPING SHEET METAL SCREWS ® MAXIMUM 12' OC SEISMIC CABLE BRACE HOOK TRANSVERSE SEISMIC CABLE RESTRAINT - STRUCTURE ANCHORAGE ROD COUPLING ROD COUPUNG TRAPEEZE SUPPORT ROD STIFFENER ANGLE (IF REOUIRED) SEISMIC ROD CLAMP (IF REQUIRED) 161 THREADED ROD 1 I II . AIRCRAFT CABLE DUCT NO. 10 SELF -TAPPING SHEET METAL SCREWS ® MAXIMUM 12' 0.C. TOP AND BOTTOM J_DNGILUDINAL SEISMIC CABLE RESTRAINT TRAPEEZE SUPPORT PROVIDE EQUIPMENT INDICATED ON THE DRAWINGS, AND AS REQUIRED FOR A COMPLETE FUNCTIONING SYSTEM. WARRANTY: PROVIDE LABOR AND MATERIALS TO REPAIR OR REPLACE DEFECTIVE PARTS AND MATERIALS AS REQUIRED FOR ONE YEAR AFTER SUBSTANTIAL COMPIFTION OR OWNER ACCEPTANCE 01- THF (:OMPA FTED PROJECT COORDINATION: COORDINATE WITH THE WORK OF OTHER SECTIONS, EQUIPMENT FURNISHED BY OTHERS, REQUIREMENTS OF THE OWNER, AND WITH THE CONSTRAJNTS OF THE EXISTING CONDITIONS OF THE PROJECT SITE. DUCT DIMENSIONS: UNLESS OTHERWISE NOTED. DUCT DIMENSIONS ON THF DRAWINGS ARE INSIDE 01 FAR [DIMENSIONS SHEET METAL DUCTWORK: PROVIDE SHEET METAL DUCTWORK FABRICATED AND INSTALLED IN ACCORDANCE WITH ASHRAE AND SMACNA STANDARDS, FOR 1" W.G. PRESSURE CLASS, SEAL CLASS "A'. SHEET METAL SHALL BE GALVANIZED SHEET STEEL OF LOCK FORMING DUALITY, WITH 090 ZINC COATING. SHEET STEEL SHALL COMPLY WITH ASTM A653 STANDARD SPECIFICATION FOR STEEL SHEET, ZINC COATED (GALVANIZED) OR ZINC -IRON ALLOY -COATED (GALVANNEALED) BY THE HOT DIP PROCESS, AND A924 STANDARD SPECIFICATION FOR GENERAL REQUIREMENTS FOR SHEET, METALLIC -COATED BY THE HOT DIP PROCESS. ALL ANGLE IRON USED FOR SUPPORT 51-1ALL BE GALVANIZED. CONNECTIONS TO WALLS OR FLOOR SHALL BE AIR TIGHT WITH ANGLE IRON AND CAULKING. SEAL ALL DUCT SEAMS, TRANSVERSE AND LONGITUDINAL, AIR TIGHT. PROVIDE TURNING VANES AT ALL 90' ELBOWS. TRAPE7F DUCT HANGERS: PROVIDE MINIMUM r X 2" X 1" X 16 GAUGE CHANNELS WITH MINIMUM 1' X 18 GAUGE STRAPS TO STRUCTURAL SUPPORT. ROUND SHEET METAL DUCT: PROVIDE SPIRAL SEAM (ALL SIZES) OR SNAP LOCK (DUCT SIZES UP TO 10") GALVANIZED STEEL COMPLYING WITH SMACNA STANDARDS. SPIRAL SEAM DUCTWORK SHALL HAVE SMACNA SEAM TYPE RL -1. ROUND DUCTWORK FITTINGS SHALL BE FACTORY FABRICATE. IN ACCORDANCE WITH ASHRAE AND SMACNA STANDARDS, FROM 090 GALVANIZED STEEL MEETING ASTM A527, AND HAVING WELDED SEAM CONSTRUCTION, WELDS SHALL BE PROTECTED AFTER FABRICATION TO PREVENT CORROSION. SUBJECT TO COMPLIANCE WITH REQUIREMENTS, ACCEPTABLE MANUFACTURERS OF FACTORY FABRICATED DUCT FITTINGS INCLUDE UNDAB, SEMCO MANUFACTURING, UNITED MCGILL CORPORATION, AND WESCO MANUFACTURING COMPANY. FLEXIBLE DUCT: PROVIDE FACTORY ASSEMBLED CLASS 1 AIR DUCT (UL 181) WITH 1' THICK 1 PCF FIBERGLASS INSULATION ANO REINFORCED OUTER PROTECTIVE COVER/VAPOR BARRIER. FLEXIBLE DUCT SHALL MEET NEPA 90A WITH FLAME SPREAD UNDER 25, SMOKE DEVELOPED UNDER 50. AND SHALL BE RATE0 FOR MINIMUM 2" W.G. PRESSURE AND 5 TO 25D'F TEMPERATURE. PROVIDE SCREW -OPERATED METAL ADJUSTABLE CLAMPING DEVICES. USE TWIST -LOCK TAP COLLARS AT CONNECTIONS INTO SHEETMETAL DUCTWORK. MAXIMUM 08169OED LENGTH OF FLEXIBLE DUCT SHALL 901 EXCEED 6 FEET. EXPOSED DUCTWORK: EXPOSED DUCTWORK SFIALL BE CLEANED OF DEBRIS AND OIL, 11-1EN WIPED DOWN WITH VINEGAR OR OTHER SURFACE PREPARING CHEMICAL TO PREPARE DUCT FOR PAINT. DUCT SEALANT: PROVIDE POLYMERIC RUBBER TYPE SEALANT FOR USE ON BOTH INTERIOR LOCATED DUCTWORK AND DUCTWORK EXPOSED TO OUTDOOR CONDITIONS. SEALER SHALL HAVE HIGH BONDING STRENGTH FOR SURE, FIRST TIME SEALING OF JOINTS IN LOW, MEDIUM, AND HIGH PRESSURE DUCT SYSTEMS. SEALER SHALL BE HIGH IN SOLID CONTENT. AT CONTRACTORS OPTION. PROVIDE TWO PART TAPE SEALING SYSTEM, CONSISTING OF WOVEN FIBER TAPE IMPREGNATED WITH GYPSUM MINERAL COMPOUND, AND 64001FIED ACRYUC/SILICONE ACTIVATOR THAT REACTS EXOTHERMICALLY WITH THE TAPE. TWO PART TAPE SEALING SYSTEM MUST BE RATED FOR BOTH INDOOR AND OUTDOOR APPLICATION. TAPE SHALL NOT CONTAIN ASBESTOS. DUCT INSULATION: PROVIDE MINIMUM 1-1/2" THICK BLANKET TYPE FIBERGLASS INSULATION COMPLYING WITH ASTM 0-553, TYPE II, WITH FACTORY APPLIED KRAFT BONDED TO ALUMINUM FOIL, REINFORCED WITH FIBERGLASS VAPOR BARRIER/JACKET, JACKET SHALL CONFORM TO ASTM C-1136, TYPE II, INSTALLED R -VALUE SHALL BE 4.2 OR HIGHER WITH 0.75 PCF DENSITY. ROUND VOLUME DAMPERS: PROVIDE MINIMUM 20 GAUGE GALVANIZED STEEL FRAME AND BLADES, MINIMUM 3/8" SQUARE STEEL AXLE, MOLDED SYNTHETIC BEARINGS, WITH LOCKING POSITION REGULATOR, REGULATOR 51-IAL.L BE POSITIONED WITH SHEETMETAL BRACKET BEYOND DUCT COVERING, WHERE POSITIONING REGULATOR IS NOT ACCESSIBLE, PROVIDE COUPLING AND EXTENSION ROD WITH REGULATOR FOR CEILING OR WALL INSTALLATION, AS REQUIRED. RECTANGULAR VOLUME DAMPERS: PROVIDE MINIMUM 16 GAUGE GALVANIZED STEEL CHANNEL FRAME, 16 GAUGE GALVANIZED STEEL BLADES, MINIMUM )" HD(AGONAL, AXLE, BOLDED SYNTHETIC BEARINGS, WITH 3/8" SQUARE PLATED STEEL CONTROL SI -AFT. LINKAGES SHALL BE CONCEALED IN THE FRAME, OPERATING SHAT 1 SHA11 1611 ND RFYDNO F FLAME AND DUCT TO A (0.KING QUAURANI WITH ADJUSTABLE LEVER. MAXIMUM BLADE WIDTH SHALL NOT EXCL6D 6'. DUCT TURNING VANES: PROVIDE FABRICATED TURNING VANES AND VANE RUNNERS, CONSTRUCTED IN ACCORDANCE WRH SMACNA '1-IVAC DUCT CONSTRUCTION STANDARDS'. PROVIDE TURNING VANES CONSTRUCTED OF CURVED BLADES, SUPPORTED WITH BARS PERPENDICULAR TO BLADES, AND SET INTO SIDE STRIPS SUITABLE FOR MOUNTING IN DUCTWORK. FOLLOW SMACNA 00(001(908 FOR SPACING SUPPORT, AND CONSTRUCTION. ALL BLADES SHALL BE DOUBLE THICKNESS AIRFOIL TYPE. FLEXIBLE DUCT CONNECTORS: PROVIDE U.L. LABELED 30 OUNCE NEOPRENE COATED FIBERGLASS FABRIC DUCT CONNECTORS, DUCT ACCESS DOORS: PROVIDE HINGED ACCESS DOORS IN DUCTWORK WHERE REQUIRED FOR ACCESS TO EQUIPMENT. PROVIDE INSULATED ACCESS DOORS FOR INSULATED DUCTWORK. CONSTRUCT OF SAME OR THICKER GAUGE SHEET METAL AS DUCT IN WHICH IT I5 INSTALLED. PROVIDE FLUSH FRAMES FOR UNINSULATED DUCTS, AND EXTENDED FRAMES FOR EXTERNALLY INSULATED DUCTS. PROVIDE CONTINUOUS HINGE ON ONE SIDE, WITH ONE HANDLE -TYPE LATCH FOR ACCESS DOORS 12' HIGH AND SMALLER, AND TWO HANDLE -TYPE LATCHES FOR LARGER ACCESS DOORS. FIRE DAMPERS: PROVIDE CURTAIN TYPE FIRE DAMPERS, SUITABLE FOR VERTICAL OR HORIZONTAL INSTALLATION AS REQUIRED FOR THE LOCATION SHOWN. CURTAIN FIRE DAMPERS SHALL HAVE MINIMUM 24 GAUGE GALVANIZED STEEL BLADES, COMPLETELY OUT OF THE AIR STREAM, CURTAIN FIRE DAMPERS SHALL CONFORM TO UL STANDARD 555, WHICH INCLUDES TESTING TO CLOSE UNDER DYNAMIC AIRFLOW CONDITIONS, AND SHALL BE UL LABELED AS A DYNAMIC RATED FIRE DAMPER. DAMPERS SHALL BE 1-1/2 0R 3 HOUR RATED AS REQUIRED EY LOCATION, AND SHALL HAVE A 212'F FUSIBLE LINK, COMBINATION FIRE/SMOKE DAMPERS: PROVIDE COMBINATION FIRE/SMOKE DAMPERS CONSTRUCTED AND TESTED IN ACCORDANCE WITH CURRENT EDITION OF UL STANDARD 5555. COMBINATION FIRE/SMOKE DAMPERS SHALL HAVE GALVANIZED STEEL AIRFOIL BLADES WITH SILICONE RUBBER BLADE SEALS AND FLEXIBLE STAINLESS STEEL .IAMB SEALS. FRAMES SEAL BE MINIMUM 16 GAUGE GALVANIZED STEEL AXLES SHALL BE MINIMUM Ye" PLATE0 STEEL. PROVIDE 212"F FUSIBLE LINK. PROVIDE OPPOSED BLADE CONFIGURATION. LINKAGES SHALL BE CONCEALED IN THE FRAME. LEAKAGE RATING SHALL BE UL 5555 CLASS I (4 CFM/5F AT 1.0' W0). PROVIDE FACTORY INSTALLED ACTUATOR, LOCATED OUT OF THE AIR STREAM. COMBINATION FIRE/SMOKE DAMPERS SHALL BE POWERED OPEN, SPRING CLOSED. TESTING AND BALANCING: TEST AND ADJUST ALL MECHANICAL SYSTEMS AND EQUIPMENT TO ASSURE PROPER BALANCE AND OPERATION. PERFORM TESTS IN ACCORDANCE WITH NEBB OR MBC, AND ASHRAE STANDARDS. ELIMINATE NOISE AND VIBRATION, AND ASSURE PROPER FUNCTION OF CONTROLS. SUBMIT COMPLETED TEST AND BALANCE REPORT TO OWNERS REPRESENTATIVE. BALANCING CONTRACTOR SHALL BE AN INDEPENDENT CERTIFIED TEST AND BALANCE CONTRACTOR, 817H NEBB OR AABC CERTIFICATION. BALANCE ALL SYSTEMS TO WITHIN ±100 OF AIR FLOWS INDICATED ON THE DRAWINGS. MINIMUM RTU AIR FLOW SHALL NOT 8E LESS THAN 350 CFM/TON. REPORT ALL DISCREPANCIES TO HVAC INSTALLER AND OWNER'S REPRESENTATIVE FOR CORRECTION. MARK FINAL BALANCE POSITIONS ON DAMPERS WITH PERMANENT MARKER. RTU STARTUP REPORTS: STARTUP REPORTS/CHECKLISTS ARE FURNISHED WITH EACH RTU BY THE R1T1 MANUFACTURER, CONTRACTOR SHALL COMPLETE THESE FORMS AND SUBMIT THEM TO KOHL'S CONSTRUCTION MANAGER UPON COMPLETION OF WORN, OWNER INSPECTION: KOHL'S SHALL PROVIDE AN INDEPENDENT CONTRACTOR TO INSPECT THE HVAC SYSTEM FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS. CONTRACTOR SHALL BE RESPONSIBLE TO MAKE CORRECTIONS AS INDICATED 114 THE REPORT FURNISHED BY KOHL'S INDEPENDENT INSPECTOR. GRILLE, REGISTER, AND DIFFUSER SCHEDULE NARK A B C 0 E F MANUFACTURER TITU5 TRLLS TITU5 TUS _ TAUS TTU5 11100E1 1645 30308 50F SOF EOGCRATE RETURN GRALE 501 0X4AU5T GRILLE 1058 - TYPE 501IARL CONE 805018 DIFFUSER 558(8811 SUPPLY REGISTER 5000007E RETURN GRILLE SQUARE CONE SUPPLY DIFFUSER NECK SIZE (L"XW') FACE SIM 14 5011 PER PIAN 24"124' 18512' 810149 222¢' 24124` 7.0X10' 244412' 271#2 24X241 PER PLAN 26274' FRAME TYPE LAY N SURFACE LAY -IN LAY -IN LAY -IN LAY-IN/SURFACE FlNWH NDi301RITERIA LEVEL ACCE300R163 WHRE ..10 WHITE 050 '-- WHITE WHRE -. . _ WHITE WHITE _ _ _. 04911(810113) 5TR TRA NOTES 3 S 3 3 3 1,3 MARK H a, J 5 L 57 MANUFACTURER ITTIJ5 TRW TITU5 83 TTTUS APPROX. WEIGHT 11.651 R000E1 581 3502041. 51-38 BCF APPROX. WEIGHT 4-55) TYPE EGG6RATE RETURN GRLLE SOEWALL RETURN GRILLE LINEAR SLOT DIFFUSER MO1) ROOFTOP TS FOR RECEN11‘)G. FURNISHED21 AND cuRaS ARE OWNER CONTRACTOR RLLABOR E.WAIIST GRILLE THIS OWNER FURNISHED EQUIPMENT NECK 3123 IL'XW1 28010' 28'X,15" 18014 5) THE FOLLOWING ITEMS ARE FACTORY INSTALLED d5001119081 SWITCH. 1200 WEATHERPROOF GFW RECEPTACLE, 10010' 8) OUTSIDE AIR DAMPER LINKAGES ARE FACTORY SET AND DD NOT 44084E FIELD ADJUSTMENT 0DOR0AVATE WITH FACE 5T2E(L'XW") 24712" 30108' 48'X8' 10 550.11 6 12'X72' FRAME TYP5 55824N SURFACE WHI15 SURFACE - WHITE SURFACE W14TE NOTES: 1) REFER T03'M2 2) TRANSFER FAN SURFAOE WHIi5 NOISE CRITERIA LEVEL '30 30 930 433 AOCE83OR163 ISP NOTES 3 3 23 3 --- ACCESSORIES, 080 -OPPOSED BLADE DAMPER. LSP-LNEAR SLOT PLENUM, STR-SDUARE TO ROUND, 1RAS64PID MOUNT FRAME FOR GYPSUM BOARD GEILOVGS NOTES: 1) ADJUSTABLE DIFFUSER 21 FIVE SLOTS 3) ACCEPTABLE ALTERNATE MANUFACTURERS INCLUDE CARNES COMPANY. KRUEGER MANUFACTURING COMPANY. METALAIRE, MICR INOu5TRE5, PRICE INDUSTRIES. AND TUT LE 8 BAILEY ROOFTOP UNIT SCHEDULE MARS 47111. IN 1.79 CARRIER CAR MARK (E VI LIER MANOFACNT 9 _ MAMCFACTURER CARRIER CARRIER MODS_ 481-10024 408584 40.082544 AIR Flaw (CFM) 7.500 7233 4,506 0601.88 TOE M) 2.850 2202 1,135 APERIENT OAT (9F) 105 105 105 EXTETNAL sTATtc 620 W.O.) 08 08 08 DX COOLJNo COIL 2..; ,i!,,1 11 ;,II:;,.,,.,,.r..:.• F:ii,,:w 1 1 /I`•:;:..:,' •.•Mi! .T :......: .............. e . •.:: t ,:: ;, R)) Itl)".1 E51I'FDRIIW51 B341@55 8041955 804255 TOTAL (BTUOl8( 275,08 725,048 170,020 SENSIBLE (8018 881 GAS HEAT 164.000 E... 164.08 .,.. 7'' 1.2011!1"!.:1 :.i:,:: i.::.. 130 060 Inl'iil!'f"' lu:l!II...,., .. I: •:;;:,•::: FUEL NATURAL GAS NATURAL GAS NATURAL CA5 04911(810113) 750,000 80,08 250,000 OUTPUT (RTUrtiR) ELL-ciR1F•e, 215,000 ,p:- ., :: :::. r,1111111111,:II'2;g,.,O!I(1111(111(11111111...l 205.33 205.023 : .. ..:...........: : VPLT5I4.VH2 48d:}7A 4601319J 4003/8 MOTOR HP 5 5 5 UNIT MCA 57 52 38 MOCP AMPS W 83 45 APPROX. WEIGHT 11.651 3.21D 3,200 3000 ACCESSORIES BD, 135, RC, DS APPROX. WEIGHT 4-55) 37 59 35 t z 3 456- 7 e MO1) ROOFTOP TS FOR RECEN11‘)G. FURNISHED21 AND cuRaS ARE OWNER CONTRACTOR RLLABOR HANDLING.0TORAGE IP REOU R DI, HOO ING, IS ALLAAIOTN. SRTUP, AN 1ST YEARFOR UPC REPA8 OF THIS OWNER FURNISHED EQUIPMENT 2) ASSEMBLE 14 HIGH FULL PERIMETER INSULATED ROOF CURB NSTALL COMBUSTION AR INLET AND VENT 1400135 A5 APPLICABLE 3) INS TAU. ECONOMIZER AND POWER EXHAUST 80000 (10005 ARE SKIPPED IN SEPARATE BOXES 207712 UN1T 4) INSTALL '805TGAR0' CONDENSATE ORAN KR KIT IS LOCATED IN BOXASIDE BLOWER SE CTION OF UNIT 5) THE FOLLOWING ITEMS ARE FACTORY INSTALLED d5001119081 SWITCH. 1200 WEATHERPROOF GFW RECEPTACLE, 4 FTL1ER5. PHASE LOSS MONITOR. AND TEMPORARY HEATICOOI THERMOSTATS 8) OUTSIDE AIR DAMPER LINKAGES ARE FACTORY SET AND DD NOT 44084E FIELD ADJUSTMENT 0DOR0AVATE WITH 00105 BAS CONTRACTOR TO SET MINIMUM OUTSIDE AIR THR1UC41 THE BAS SYSTEM 7) FOR RTU ORDERS OR DELIVERY COORDINATION, CONTACT RTU VENDOR SEE VENDOR CONTACT UST FOR VENDOR CONTACT 860848T10N 3) EER+ 11 2 10 550.11 6 UNIT HEATER SCHEDULE MARK (LINA MANUFACTURER REZN05 MODEL 11}47125 TYPE 53 SERIES AIR FLOW (CTIA) 1.555 VENT SCE RN) HEATER FUEL 4 NATURAL CAS aalliirrlRlilllli,IIIIJ 11.�'�� INPIJT(BTWHR) 120,030 OUTPUT IBTLY14RI 102000 ELECTRICAL VOLTS/&H2 - MOTOR HP APPROX. WEIGHT 6.88) 0/ErrnerINII 1201160 114 I8 ACCESSORIES NOTES EL PV. T L_ ACC838015I55. EI -ELECTRIC IOFBTgN, PTI POWER VENT, 1 -THERMOSTAT EXHAUST AND VENTILATION FAN SCHEDULE MARK (E VI LIER MANOFACNT t 7 35 GREENHECK G ETT EN LES GREEN1IECK EE--4-CLI-1 LETE ENHE� 0008. TYPE 0-121 A CENTRIFUGAL IRECT 11 111 0305 -INLINE CABINET TRANSFER C5P.5510 5051060 0550 CHTRIFUOAL MILNE CABN�NSF ER1T-NECAENET TRANSFER DRIVE TYPE UFT. I DIRECT ..... .. ,,. RECT u DTRW i PE W 84FLOW {GEM) 48 � PTO 98 550 EXF STATIC ONWCI 05 023 0.21 005 035 FAN SPEED IRPM) 1725 r--..i,i'JIIV Ip^0!.11--_".i'I¢,,,pi:,....:,. 1023 YJIi' uttiji:l!:Ii 940 . (kiln-":.illil_1'iPlr.....,Z8�,;II'::8 1023 1550 i _ VOL 75/3480 FAN MOTOR FR 1221150 U4 1251/60 1501/50 1221160 1201160 113 FAN MOTOR WATTS 555 217 455 A3CE550RIE3 B0. B5, RC. DS BD D5. T BD, D5, T BD, D5. T BD, 135, RC, DS APPROX. WEIGHT 4-55) 37 59 35 59 Z3 SERVES TOILET ROOM 151 ROOM CASH ROOM SECURITY2 EMPLOYEE LOUNGE 11 8759 1 ......,.._,e, 2 7 ........ 1 ,e ........ .. . ...�w. ��, .... ....... _ �.�� •.. .,,• ,.. �.��.. .. e., ...... ,,. , e"... SATED ROOF CURB 00.098 SCREEN. ED-BACK/1RA T DAMPER, DB -DISCONNECT SWITCH RC -PREFABRICATED NIA TUNE VOLTAGE THERMOSTAT (IXMPLEK10)0 851 ...a .e . NOTES: 1) REFER T03'M2 2) TRANSFER FAN MECHANICAL SCHEDULES 146 NA 1 SCALE: NONE 3 DROP FROM RTU 45' ENTRY FITTING (019(CAL) VOLUME DAMPER TRUNK DUCT TRUNK DUCT VOLUME DAMPER REEFER TO PLANS FOR DUCT SIZE5, DUCT DROP SHALL BE EXTERNALLY WRAPPED WITH SPECIFIES DUCT WRAP. NO DUCT UNER ALLOWED, SUPPLY DUCT DROP M2 -SUPPLY DUCT DROP 112/22/20051 SCALE: NONE 22 GASKET (4) #12 'RENS' SCREWS TREATED WOOD NAILER SECURED TO CURB WIT RAC EQUIPMENT UNIT BASE RAIL (4) #12 "TEK5" SCREWS 18 GAUGE SEISMIC TIE DOWN RESTRAINT COUNTERFLASHING ROOF CURB 1 ROOFING INSULATION FRAME OPENING WITH STEEL CHANNEL "1kiMj! jfi;�ltl1',l I'IEif•,;1T1, , ,s Sri l 3/8 THROUGH BOLT, WASHERS, LGCKWASHERS, AND NUT. 2 MINIMUM TACH CHANNEL •--- ROOF INSULATION ROOF DECK 1)05TING DUCT/PIPE TO REMAIN EXISTING PIPE TO REMAIN EXISIINO DUCT/PIPE TO BE REMOVED EXISTING PIPE TO EE REMOVED NEW SHEET META_ DUCTWORK SUPPLY OR OUTSIDE AIR DUCT RETURN AIR DUCT EXW.UST AIR DUCT DUCTWORK TRANSTTICN DUCTWORK TRAN'528 - RECTANGULAR 00 ROUND INCLINED RISE IN DUCTWORK INCLINED DROP IN DUCTWORK SUPPLY DUCT ELBOW UP OR DOWN RETURN DUCT ELBOW UP DR DOWN EXHAUST DUCT ELBOW UP OR DOWN DUCT ELBOW WITH FIXED TURNING VANES SPLITTER DAMPER DUCT BRANCH TAKE -OFF ROUND SPIN -IN WITH DAMPER SQUARE TO ROUND TAP WITH DAMPER FLEXIBLE DUCT CONNECTION FIRE DAMPER COMBINATION FlRE/5MOKE DALAPER VOLUME CAMPER --�`� FLEXIBLE DUCTWORK 0 \®/ SUPPLY 0IFFUSER SLOT DIFFUSER 5(01ALL MOUNTED SUPPLY REGISTER RETURN GRILLE EXHAUST GRILLE R00F MOUNTED EXHAUST FAN CEILING MOUNTED EXHAUST FAN IN -UNE CABINET FAN -�] UNIT HEATER 1[j THERMOSTAT © AREA SMOKE DETECTOR • DUCT SMOKE DETECTOR -� CONNECT TO EXI5TING h71 NOTE: 11)15 PROJECT MAY NOT USE EVERY SYMBOL OR DEVICE APPEARING ON THIS LEGEND, DIFFUSER DESIGNATION AND CFM SQUARE NOTE DESIGNATION REV15(05 DESIGNATION MECHANICAL EQUIPMENT DESIGNATION AFF ABOVE FINISHED FLOOR AI -10 AIR BANDUNG UNIT 000 EACKDR8F1 CAMPER 600 5OTTOM OF DUCT BHP BRAKE HORSEPOWER BTU BRITISH THERMAL UNIT CFM CUBIC FEET PER MINUTE 08 DRY BULB EAT ENTERING AIR TEMPERATURE ESP EXTERNAL STATIC PRESSURE EWT ENTERING WATER TEMPERATURE FD FIRE DAMPER 100 FLAT ON BOTTOM FOT FLAT ON TOP F50 COMBINATION FIRE/SMOKE CLAMPER GPM GALLONS PER MINUTE HZ FREQUENCY LAT LEAVING AIR TEMPERATURE LWT LEAVING WATER TEMPERATURE MD MANUAL DAMPER NC NOISE CRITERIA POD PNEUMATIC OPERATED DAMPER PO PRESSURE DROP 151 POUNDS PER 501463E 1NCH RTU ROOFTOP UNIT SO SMOKE DAMPER TOTAL 51ARC PRESSURE TYPICAL WATER COLUMN TSP TYP WC WB WET BULB KOHL'S - TUKWILA3 WA MINKLER BLVD. & SOUTHCENTER PKWY TUKWILA, WA 98188 DEVELOPED BY: KOHL'S DEPARTMENT STORES, INC. N56 W17I300 RIDGEWOOD DRIVE MENOMONEE FALLS, WISCONSIN 53051 TEL (262) 703-7000 FAX: (262) 703-7175 11152 SPECIFICATIONS 112 -SPECIFICATIONS 112/22/20051 SCALE: NONE 29 ROOFTOP UNIT CURB M2 -ROOFTOP UNIT CURB 112/22/20051 SCALE: NONE 23 MECHANICAL SYMBOLS AND ABBREVIATIONS M2 -MECHANICAL SYMBOLS 112/22/20051 SCALE: NONE 5 Ti NATION KISE PLAN DUCT OFFSET PLAN TRANSJTIDN W/ FOU(064E)0 PLAN VIEW PLAN VIEW PLAN VIEW BRANCH DUCT ELEVATION ELEVATION ELEVATION NOTES: 1) ANGLE A = 30' WHEN NR FLOWS IN DIRECTION OF ARROW (SUPPLY AJR), 2) ANGLE A = 15' WHEN AIR FLOWS IN OPPOSITE DIRECTION OF ARROW (RETURN OR DO-AU5T). WRAPPED INSULATION COVERING RIGID RIGID ROUND SHEET METAL DUCT BALANCING DAMPER EXTERNALLY INSULATED SUPPLY DUCT ROUND DUCT -� -- F1FJ0BLE DUCT CONNECTION -1" X 20 GAUGE GALVANIZED SUPPORT STRAP BALANCING HANDLE, LOCK INTO POSDiON AND NARK PERMANENTLY. INSULATED FLEXIBLE DUCT PROTECTION SADDLE DIFFUSER STARTER COLLAR (MINIMUM 4') NOTES, 1) PROVIDE AT FLEXIBLE DUCT CONNECTION METAL OR 'PANDUR" ORAWBAND 08 THE INTERIOR FLEXIBLE DUCT HELIX. SECURE THE INSULATION OVER THE DRAW BAND WITH AN A00(0ONAL DRA(BAND, 2) PROVIDE BEADING ON ROUND METAL DUCT 12' OR LARGER UJ 0145450 R. 3) PROVIDE MIWMUM 4" COLLARS OCR ATTACHMENT OF THE FLEXIBLE DUCT TO RIXINU DUCT, DAMPERS AND DIFFUSERS. 4) BAND RIGID ROUND DUCT INSULATION TO DUCT AND PROVIDE TAPE FOR INSULATION OVERLAP. 50UARE TO RGUN0 ADAPTER (IF RE4UIRED) LC6I0NG SUPPLY DIFFUSER WITH LAY -IN FRAME (SURFACE MOUNT FRAME SIMILAR) SECURE 0HAUST FAN TO ROOF CURB AS REQUIRED. (11I5IMUM 2 FASTENERS PER 010E) ---- ROOFING ROOF INSULATION ROOF STRUCTURE EXHAUST DUCT 0907. REFER TO PLANS FOR DUCT 1I2E5. EXHAO5T FAN BIRD SCREEN FLASH AND COUNTERFLASH ROOF CURB MINIMUM 14" HIGH FACTORY FABRICATED INSULATED ROOF CURB COMPATIBLE WITH ROOF. BAGKDR FT DAMPER et THIS 5HEE7 15 PART OF THE CONSTRUCTION SPECIFICATIONS APPLY. THAT SHOWN H BE USED AS A SHOP DRAWING; THEREF TO CONFORM TO 511E CONORIONS AND LOCATIONS AND DIMENSIONS OF ALL SHOWN ON THEIR RE5PECTNE DO REFERENCE AND SHALL ELE VERIFI ASSUMES NO LABILITY FOR THE . RESPON61BILIT7 IS ASSUMED FG PROFE55IONAL ENGINEER HAS 5 INCLUDING NOT TO (RED Pr 'AS LARSON 8INIXLEY Lor5OD Bin4e1. Inc. 6363 841(856 BW4., Suite 4-00 0,54504 5-48, K6n82s 66211 T 913-383-2621 F 913-383-2E31 le bi NO. A A INFORMATION ON THI OVER THE SPECIRCATIONS MANUAL IF THE DOCUMENTS HAVE CONFUCTING INFORMATION. DATE BY DESCRIPTION 4 E"JED SEISMIC RESTRAINTS M2 -SEISMIC RESTRAINTS I e, u.. n,n..r „w..F.w. ,,., tit,,,, 5"v ,. ,. ,v. ,s„ 112/22/20051 SCALE: NONE 36 LOW VELOCITY DUCT FITTINGS M2 -LOW VELOCITY DUCT FTTTWGSLI2/22/206510 SCALE: NONE 24 DIFFUSER CONNECTION M2 -DIFFUSER CONNECTION 1712/22/20051 SCALE: NONE 12 EXHAUST FAN M2-EXHAJST FAN 12/22/20051 SCALE: NONE 6 A MECHANICAL SCHEDULES AND DETAILS SCALE: NONE SHEET: PROJECT #: LBI 01200676.09 DRWN BY: AA4B CHKD BY: WAS BLDG. SUBMITTAL: 10/12/06 1 BID •HP23 2.2 2.5 3.5• 4.5 6.1 ,H.5? LBN 2,1 22 2,5 POWERWALL 1 rMOP, DPA, OPB• HP1, HP2, LP3, LP4, LPB, AND BAS PANELS, 75KVA TRANSFORMER, AND TELEPHONE CABINET 4.5, 5.6 5.9 6.1 18 8$N L5 L45 ... 45 L45 L45 L4N N L88 LSN ..8 N H.5 'I L4 (QTS i 10 10 HP 1 1 #10 7 LP3 ! s 1 \.. 1 ..I ........... ..... ..;, g LPI 9 LP6 10 14 LP3 LEI Imo, $1 J 11' Pal HP2 ! 23 10 6. 24' LP6 18 LAN HP2O 23 HP2 04 HP5 BB 1115: 1: !.7.:..g 111, :, 14 !n, 1540 xovn.1115 .HPS 23 3.7 4.2 .'' 4.3 29 LP7 .. ...... -I TO PANEL HP5, CIRCUIT 25 WITH ONE SWITCH LEG THROUGH CONTACTOR 'E1' AND ONE SWITCH LEG THROUGH CONTACTOR 'FlFOR NIGHT LIGHT FIXTURE. REFER TD DETAIL 4/03. 6.7 : 6.8 7.3 POWERWALL 2: HP5, LP6, LP7, AND BAS PANELS, ANO 75KVA TRANSFORMER. MAINTAIN NEC CLEARANCES FOR ALL PANELS AND ELECTRICAL EQUIPMENT. — HP5 J Jck,V23 TO PANEL HP5, CIRCUIT 27 WITH ONE SWITCH LEG THROUGH CONTACTOR 'E1' AND ONE SWITCH LEG THROUGH CONTACTOR F1' FOR NIGHT UGHT FIXTURE. REFER TO DETAIL 4/03. 10 BB MEZZANINE CONDUIT AND WIRING LEGEND _1�_ 5,3HOME RUN TO PANEL. CIRCUIT NUMBERS, PHASE, " 1" 1 NEUTRAL AND GROUND CONDUCTORS INDICATED. ALL CONDUCTORS TO BE #12 EXCEPT WHERE NOTED. CONDUIT TO BE 1/2" OR AS NOTED ON PLANS AND SPECIFICATIONS. � PARTIAL CIRCUIT CONDUIT INSTALLED CONCEALED CEILING ABOVE 09 IN WALL. - CONDUIT INSTALLED CONCEALED BELOW FLOOR SLAB OR UNDERGROUND. — - - —• EMERGENCY LIGHTING CIRCUIT, —DC--- DIRECT CURRENT WIRING, 412 IN 1/2" CONDUIT. n CONDUIT UP OR DOWN AS MARKED. .. GROUND CONNECTION. LIGHTING PLAN NOTES O THIS FIXTURE SHALL NOT BE CONTROLLED BY THE OCCUPANCY SENSOR. O ROUTE CONDUIT PARALLEL TO SHELVING AS MUCH AS POSSIBLE IN THIS AREA. O REFER TO SHEET E2 FOR CONTINUATION OF CIRCUIT WITH CORNICE LIGHTING. 0 PROVIDE (2) 2' SCHEDULE 40 PVC CONDUITS FROM PANEL '1-IP5' STUBBED OUT OF BUILDING 24- BELOW GRADE AND CAPPED FOR PARKING LOT UGHTING. O MOUNT FIXTURE TO SIDE OF STEEL BEAMS FORMING MEZZANINE OPENING. OCCUPANCY SENSOR LEGEND ULTRASOUND ue W5000 500 SQ FT COVERAGE O W1000. 1000 SO FT COVERAGE uz w2000a 2000 5Q FT COVERAGE ® W20008 90 LINEAL FT COVERAGE INFRARED Q CI -205 1200 SQ FT COVERAGE (360 DEG.) ED CX105-1 90 LINEAL FT COVERAGE ® CX105-3 134 LINEAL FT COVERAGE (AISLE SENSOR) 67' IN EITHER DIRECTION. ❑ WS200 300 5Q FT COVERAGE (OFFICE ONLY) ❑se, WA300 300 SO FT COVERAGE (OFF10E ONLY) DUAL RELAY. ... wlara KOHL'S - TUKWILA WA MINKLER BLVD. & SOUTHCENTER PKWY TUKWILA. WA 98188 DEVELOPED BY: KOHL'S DEPARTMENT STORES, INC. N56 W17000 R1DGEWOOD DRIVE MENOMONEE FALLS, WISCONSIN 53051 TEL (262) 703-7000 FAX (262) 703-7105 490. 11152 GENERAL NOTES A- CONTRACTORS AND SUB -CONTRACTORS SHALL CAREFULLY REVIEW THE CONSTRUCTION DOCUMENTS. INFORMATION REGARDING THE COMPLETE WORK IS DISPERSED THROUGHOUT THE DOCUMENT SET AND CANNOT BE ACCURATELY DLILRMINED WITHOUT REFERENCE TO THE COMPLETE DOCUMENT SET. B. COORDINATE WITH THE WORK OF OTHER TRADES, EQUIPMENT FURNISHED BY OTHERS. REQUIREMENTS OF THE OWNER, AND WITH THE CONSTRANTS OF THE EXISTING CONDITIONS OF THE PROJECT SITE. PROVIDE PIPE RISES. DROPS, AND OFFSETS AS REQUIRED FOR FIELD INSTALLATION AND TRADE COORDINATION. NOTIFY KOHL'S CONSTRUCTION MANAGER OF DISCREPANCIES BEFORE STARTING WORK. C. DRAWINGS FOR ELECTRICAL WORK ARE DIAGRAMMATIC. SHOWING THE GENERAL LOCATION, TYPE, LAYOUT, AND EQUIPMENT REQUIRED. DRAWINGS SHALL NOT BE SCALED FOR EXACT MEASUREMENT. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS. REFER TO MANUFACTURER'S STANDARD INSTALLATION DRAWINGS FOR EOUIPMENT CONNECTIONS AND INSTALLATION REQUIREMENTS. PROVIDE PIPING, CONNECTIONS, FITTINGS, OFFSETS, ETCETERA AND ALL MATERIALS NECESSARY FOR A COMPLETE SYSTEM. D. ALL WORK SHALL COMPLY WITH STATE AND LOCAL CODE REQUIREMENTS AS APPROVED AND AMENDED BY THE GOVERNING CITY AND THE AUTHORITY HAVING JURISDICTION. PURCHASE ALL PERMITS ASSOCLATED WITH THE WORK, OBTAIN ALL INSPECTIONS REQUIRED BY CODE. E. USE OF COMBUSTIBLE MATERIALS I5 NOT ALLOWED IN THE RETURN AR PLENUM. MATERIALS USED IN THE PLENUM SHALL HAVE FLAME SPREAD RATING NOT TO EXCEED 25, AND SMOKE DEVELOPED RATING NOT TO EXCEED 50 WHEN TESTED IN ACCORDANCE WITH ASTM E84, ALL EXP0550 WIRING IN THE PLENUM SHALL BE PLENUM RATED, GENERAL LIGHTING NOTES • INSTALL AND WIRE ALL UGHT FIXTURES AS SHOWN ON DRAWINGS 01 AND E2. • INSTALL IXIT LIGHTS AND EMERGENCY EGRESS LIGHTING IN ACCORDANCE WITH STATE AND LOCAL CODES. AND THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. IF ADDITIONAL LIGHT FIXTURES ARE REQUIRED 6Y AUTHORITY HAVING JURISDICTION, CONTRACTOR SHALL CONTACT KOHL'S CONSTRUCTION MANAGER TO COORDINATE DELIVERY OF ADDITIONAL LIGHT FIXTURES. • ALL CIRCUITS 51-1A11 HAVE (2) il12 CONDUCTORS AND (1) #12 GROUNDING CONDUCTOR IN 1/2" CONDUIT UNLESS NOTED OTHERWISE. • VERIFY EXACT PLACEMENT OF ALL DEVICES WITH ARCHITECTURAL PLANS. • ALL FIXTURES SHALL 8E TYPE "A" UNLESS NOTED OTHERWISE. • WHEN FIXTURE TYPE LETTER DESIGNATION IS FOLLOWED BY THE LETTER "NL", THE FIXTURE 15 A NIGHT LIGHT AND SHALL BE WIRED TO AN UNSWITCHED CIRCUIT. • CONTRACTOR SHALL OBTAIN DRAWINGS FROM KOHL'S LIGHTING VENDOR FOR RELOC MODULAR WIRING SYSTEM PRIOR TO INSTALLING THE MODULAR WIRING SYSTEM. THE SYSTEM IS LAYOUT DEPENDENT • WHEN APPLICABLE, PROVIDE ALL CONDUIT AND CONDUCTORS FOR SITE LIGHTING, AND MAKE FINAL 0088E01109S AS REQUIRED FOR PROPER OPERATION. PARKING LOT LIGHTING SHALL BE CONTROLLED BY CONTACTORS "P'. VERIFY FIXTURE TYPES, VOLTAGE AND WATTAGE, LOCATIONS, AND QUANTITIES WITH 5112 PLANS. OCCUPANCY SENSOR NOTES • PROVIDE WATT STOPPER OCCUPANCY SENSORS IN STOCK ROOMS, OFFICES, BREAK ROOM, LOCKER ROOM, FITTING ROOMS, MEZZANINE, AND RESTROOMS. • OFFICES, BREAK ROOM, LOCKER ROOM, FITTING ROOMS, AND RESTROOMS SHALL HAVE W5200, W500e, W1000a, W2000a, W2000h (ULTRASOUND) SENSORS TO CONTROL UGHANG (TIME DELAY 15 MINUTES). 00 NOT MOUNT SENSORS WITHIN 4' OF SUPPLY DIFFUSER. • MEZZANINE/REAR STOCK ROOM SHALL HAVE CI -205, CX105, 06105-3, WPIR (PASSIVE INFRARED) SENSORS TO CONTROL UGI -MNG (TIME DELAY 15 MINUTES). • INSTALL SENSORS IN ACCORDANCE WITH STATE. LOCAL BUILDING CODES AND AUTHORITY HAVING JURISDICTION. • UPON PROPER SENSOR INSTALLATION, TESTING AND SETTING THE SENSORS I5 REQUIRED FOR EACH SENSOR SO THERE I5 NO FALSE TRIPPING OR EARLY/LATE SENSOR DETECTION. PROVIDE VERIFICATION. • LOW VOLTAGE WIRE SHALL BE 4-C PLENUM RATED (SHIELDED CABLE NOT NECESSARY). • IDENTIFY INSTALLER/CONTRACTOR ANO DATE FOR FUTURE MAINTENANCE AND FORWARD TO PERSONNEL OPERATIONS MANAGER. (LEAVE BUSINESS CARD WITH SECRETARY). • SUPPLY OVERRIDE PINS (W SERIES) TO BE STORED IN KEY LOCK BOX IN CASH OFFICE. • BRIEF STORE MANAGER AND PERSONNEL OPERATIONS MANAGER ON SENSOR OPERATION AND SETTINGS (TIME DELAY). • SENSORS IN MEZZANINE AND STOCKROOM AREAS SHALL BE INSTALLED Ai- I EN STORAGE SHELVING 15 INSTALLED FOR PROPER LOCATIONS. • POWER PACKS SHALL BE PROVIDED A5 PART OF A COMPLETE INSTALLATION. 8277EP 277V 150MA MAX 6120EP 120V 150.IA MAX THIS SHEET 15 PART OF THE C0NSTRUCTIO SPECIFICATIONS APPLY. THAT SHOWN H BE USED AS A SHOP DRAWING; THER TO CONFORM TO 611E CONDITIONS LOCATIONS AND DIMENSIONS OF SHOWN ON THEIR RESPECTIVE DOC REFERENCE AND SHALL BE VERFl ASSUMES NO LIABILITY FOR THE RESPONSIBILITY IS ASSUMED FOR PROFESSIONAL ENGINEER FVS NO DING T TO PO SIGN 0'- ESE OF TH TH THE EQUIREZZ LARSON RINKL.2V Larson Binkley, Inc. 9363 College, Blvd., Suitt. 400 Overland Pee., Ac,,= 66211 T 913-383-2621 F 913-383-2631 la•-'.nbin kiey.con, INFORMATION ON THIS 0"+' •• ' TAKES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFLICTING INFORMATION. NO. DATE Q n 9 JAN 0 9 ZOOl "?..4% PERMITCEt LEA Ado BY DESCRIPTION IE�EtVED crr P iF r i Jr(INit P LIGHTING PLAN SCALE: 3/32"=1'-0" SHEET: PROJECT n: LBI 01200676.09 DRWN BY: AAS CHKD BY: GLB BLDG. SUBMITTAL: 10/12/06 El BID SET 12/22/06 PROVIDE Q -MARK 9CWH-3407-SM SURFACE WALL HEATER. 410W, 277V, 10. MOUNT , BOTTOM OF UNIT 18" AFF. H.5 • 0.9 FIRE ALARM CONTROL PANEL REFER TO DETAIL 18/E4 21 2,2 ., 2.5 3 LP4 23 PROVIDE 1" CONDUIT FOR FIRE ALARM MONITORING PROVIDE (2) 4' CONDUITS FOR TELEPHONE 4 C.T. CABINET 3.5 & METER . LP4 32 SERVICE LP8 • PUSH BUTTON DOORBELL "EDWARDS" 3_86 1-$10 GND., 91786-5 WEATHERPROOF. VERIFY LOCATION IN 3/4" CONDUIT WITH KOHL'S CONSTRUCTION MANAGER. • 5 RINGER FOR LOADING DOCK 6 (EDWARDS BUZZER 815 -3AB) DPA 2 POWFRWAII 1, MOP, DPA, DPT, HP1, HP7, If'i, L1'4, 11'8. ANL) L1A5 I'ANLLS. 45KVA TRANSFORMER, AND TELEPHONE CABINET 3-810, 1-910 GND., N 3/4" C 3 3-910, 1-910 3.5 \CND.. IN 3/4" C. \\ 35 34 32 HP2 PROVIDE - HARDWIRE CONNECTION FOR B.A.S. SPEED CONTROL FOR CEILING FANS LOCATED ON MEZZANINE. 4.5 ` 5.6 5.9' 6.1 ` 44 38 I H 1R; LP4 9 LPS LP8 ' LPs DRWE UNIT 1 rte_ 5.6 22 1 6.1 H.5 PROVIDE JUNCTION BOX AND 3/4" CONDUIT WITH PULL STRING VERTICALLY TO LOCATION JUST BELOW BAR JOIST IN THIS LOCATION FOR PA SYSTEM. VERIFY EXACT LOCATION IN FIELD. MOUNT 46" AFF TO CENTER OF BOX. 25 LP8 TO CONVEYOR CONTROL PANEL ON MEZZANINE { 35 • LP8 LP8 31 RINGER FOR LOADING DOCK MOUNT 6" ABOVE CEILING. LP8 LP8 16 PLUGMOLD MOUNTED 40 AFF. WITH OUTLETS 12" 0.0ry PROVIDE:. JUNNCTCT..IOONNI.... BOX ..:........... OAND 3/4" CONDUIT WITH PULL STRING VERTICALLY TO LOCATION JUST BELOW BAR JOIST IN THIS LOCATION FOR RA. SYSTEM. VERIFY EXACT LOCATION IN FIELD. MOUNT 46" OFF TO CENTER OF BOX. H.5 INSTALL OWNER FURNISHED DOCK LIGHT/FAN. DPA 5 LP8 39 3-98, 1-910 OND., IN 5/4" CONDUIT bi• I.P3 17 L3 L8 LS L8 L3.. LB L6' L3, t9 Ls'. LB ..... L3 Le .... L3 • I L L3 Le L3 xxemxuotar LP8 , 10 24 t3 L8 L8 L3 L8 L8 COORDINATE MOUNTING HEIGHT WITH PLUMBING CONTRACTOR. PLUGMOLD MOUNTED 38" AFF. WITH OUTLETS 12' 0.C. L6 'L4 LP8 8 C 910 LB L6 L4 910 19 C HP2 LP8 5 El 20 18 LP3 HP2 21 H52 L8 27 LP3 5PE1 8 2422 LP3 INDICATES GENERAL LOCATION OF SATELLITE DISH AND ANTENNA. SEE DETAIL 23/E4. 8 (3) 98, (1) 910 GND IN 3/4' CONDUIT v LP8 DPB 7 28 26 LP3 (3) 94, (1) 98 CND IN 1" CONDUIT (3) #4, (1) 98 GND IN 1" CONDUIT LP8 9 lal LP8 LP 810 LP8 HP2 LP8 27 DPB : HP2 25 (3) 94, (1) 98 GND IN 1" CONDUIT ,L8 L5 :-LT L6 L4 L6 L6 L3 L8 L3 LP8 5 L6 L4 LPB 7 10 LPS 7 1188 13 !il 10 LP8 (3) 94, (1) 98 GND IN 1" CONDUIT LP7 HP2 23 910 L8 L3 L8 L3 B L8 ' L6 )® L4 I I'' 61 • L6 L6 14 L4, L3, L6_ DP8 N 1 L L (3) 94, (1) 98 GND IN 1" CONDUIT 33-1111-• - 3533 E1 L6 L3 L4 31 / /• / LP7 LP 0 LPS 28 LP7 13'-4" OP8 10'-1' 10' 11" 10'-5" 13' (3) 94, (1) 98 GND IN 1" CONDUIT 10'-8" 10'111" 10-1" LP7 (3) 94, (1) 98 GNC IN 1" CONDUIT !LP7 !68 N 13'-7 10,-11" DRILL 1" ACCESS HOLE IN TOP OF MULLION ABOVE CEIUNG AND FISH PULL STRING DOWN MULLION FO8 CHECKPOINT. '70 13'-7" L8 DRILL 1" ACCESS HOLE IN TOP OF MULLION ABOVE CEIUNG AND FISH PULL STRING DOWN MULUON FOR CHECKPOINT. LP7 9 10 22 LP7 FA REMOTE ANNUNCIATOR • LB q ,' L6 L" ! L6 L4 LP7 34 L6 L3 L6 5'-0" LP7 :BB LP7 PROVIDE 1/2' CONDUIT ABOVE ACOUSTICAL CEILING TO SOFFIT ABOVE CANOPY FOR EXTERIOR AUDIBLE HORN, . PROVIDE 1/2" CONDUIT ABOVE ACOUSTICAL CEIUNG TO CANOPY, WITH 4X4 SQUARE JUNCTION BOX FLUSH MOUNTED IN CANOPY FOR SECURITY CAMERA 3 • 3,3 ' 3,7 ti 33 ....;:::„LP7 L3 �•xwa"a L6 LP7 11.1116111116 LOCATION OFDOORBELL DRILL 1" ACCESS HOLE IN TOP OF MULLION ABOVE CEIUNG AND FISH PULL STRING DOWN WALL FOR DOORBELL WIRING. 4.G 4.J : . a . 5.5 ID 30 LP7 6 6. 35 LP7 41 LP7 5 LP7 L3 1.8 144 • • PROVIDE JUNCTION SOX FOR IRRIGATION SYSTEM. MOUNT 54" AFF. LP7 PROVIDE 3/4' CONDUIT UP TO PARAPET WALL FOR RAIN SENSOR. COORDINATE REQUIREMENTS WITH IRRIGATION CONTRACTOR. PROVIDE 1/2" CONDUIT ABOVE ACOUSTICAL CEILING TO CANOPY, WITH 484 SQUARE JUNCTION BOX FLUSH MOUNTED IN CANOPY FOR SECURITY CAMERA 9 MEZZANINE PLUGMOLD MOUNTED 36", 43" & 46" AFF. WITH OUTLETS 6" 0.C. 5 LP7 PROVIDE HARDWIRE CONNECTION FOR B.A.S. POWERWALL 2: 1-1P5, L56, L57, AND ETAS PANELS, AND 75KVA TRANSFORMER. MAINTAIN NEC CLEARANCES FOR ALL PANELS AND ELECTRICAL EQUIPMENT. A'. LP7 10 BB CEILING FAN (TYPICAL). REFER TO DETAIL 6/E4. f POWER AND SIGNAL LEGEND DA ROUND STEEL FLOOR 80X. "WALKER" (98858) W/ BRASS FLIP LID COVER PLATE (88951). PROVIDE (1) 20 AMP 12DV CIRCUIT TO (1) "HUBBEL" TWIST -LOCK 15 AMP RECEPTACLE (94700). (CIRCUIT AS ACCENT UGHTING). SEE "SINGLE 110056OX DETAIL" ON SHEET "082". lj5 THREE -GANG STEEL FLOOR BOX. "WALKER OMNIBOX" (988053) IN/ FLANGE (8837500 -BLS). PROVIDE 110V POWER TO DUPLEX RECEPTACLE W/ COVER PLATE (9828PR-BLK) FOR CONVENIENCE OUTLET IN CASEWORK. PROVIDE (1) ISOLATED GROUND DEDICATED CIRCUIT -24 HR OPERATION TO "HUBBEL" DUPLEX RECEPTACLE (9IG-5282) W/ COVER PLATE (9828PR-BLIT) FOR REGISTERS. PROVIDE COVERPLATE (9829PSTC-BLK) FOR DATA/PHONE/MISC CABLES. SEE `THREE -GANG FLOOR BOX DETAIL" ON SHEET "052". SEE SHEET "CP1" FOR DATA/PHONE INFO. 6 C TWO -GANG STEEL FLOOR BOX. 'WALKER OMNIBOX" (885052) W/ FLANGE (9827500-BLK). PROVIDE (1) ISOLATED GROUND DEDICATED CIRCUIT -24 HR OPERATION TO "HUBBEL" TWIST -LOCK RECEPTACLE (910-47004) W/ COVER PLATE (9828PR-BLK) FOR REGISTERS. PROVIDE COVERPLATE (9829PSTC-BLK) FOR DATA/PHONE/MISC CABLES. SEE "TWO -GANG FLOOR BOX DETAIL" ON SHEET "052", SEE SHEET "051" FOR DATA/PHONE INFO. BD CREDIT PROMO LOCATION- SAME AS "C" ABOVE. SEE "TWO -GANG FLOOR BOX DETAIL" ON SHEET "0S2". SEE SHEET "CP1" FOR DATA/PHONE INFO. B F TWO -GANG STEEL FLOOR BOX. "WALKER OMNIBOX" (988082) W/ BRASS CARPET FLANGE (88270). PROVIDE (1) ISOLATED GROUND DEDICATED CIRCUIT -24 HR OPERATION TO "HUBBEL" TWIST -LOCK RECEPTACLE (910-4700A) W/ BRASS COVER PLATE (#828R) FOR REGISTERS, PROVIDE BRASS COVERPLATE (9828GFITC) FOR DATA/PHONE/MISC CABLES. 5EE "BRASS TWO -GANG FLOOR BOX DETAIL" ON SHEET "052". SEE SHEET "CP1" FOR DATA/PHONE INFO. 00 ROUND STEEL FLOOR 80X. 'WALKER' (98866) W/ FLIP LID BRASS COVER PLATE (9895T) AND (1) "HUBBEL" TWIST -LOCK 15 AMP RECEPTACLE (94700). PROVIDE (1) 20 AMP 120V CIRCUIT FOR A MAXIMUM OF (2) RECEPTACLES PER CIRCUIT. (CIRCUIT A5 ACCENT LIGHTING). SEE "SINGLE FLOORED8 DETAIL" ON DETAIL SHLLIS. (:)K ROUND STEEL FLOOR BOX. 'WALKER" (88859) W/ BRASS FLIP U5 COVER PLATE (9895T). PROVIDE (1) 20 AMP 120V CIRCUIT TO 15 AMP RECEPTACLE, ® PROVIDE JUNCTION BOX MOUNTED BELOW ROOF JOISTS FOR EXTERIOR WALL MOUNTED SECURITY DOME. © PROVIDE DUPLEX OUTLET. MOUNT TO STUDS ABOVE CEIUNG FOR EAS. © JUNCTION BOX © JUNCTION BOX MOUNTED IN CEILING FOR SPECIALTY WALL FIXTURES OR CABINETS. VERIFY QUANTITIES AND LOCATIONS WITH TENANT. CONTRACTOR SHALL COMPLETE CONNECTIONS AFTER F1XT1JRE/CABINETS HAVE BEEN INSTALLED. © PROVIDE SINGLE GANG BOX WITH WEATHERPROOF BLANK COVER PLATE FOR FUTURE SEASONAL RECEPTACLE. SEE GATEWAY ELEVATIONS ON 43.1 FOR EXACT LOCATION. () PROVIDE JUNCTION BOX ABOVE ACCESSIBLE CEIUNG FOR AUTOMATIC FLUSH VALVES. IIP DUPLEX CONVENIENCE OUTLET. MOUNT VERTICAL 15' AFF UNLESS OTHERWISE NOTED. it DUPLEX OUTLET. PROVIDE 20 AMP CIRCUIT FOR EACH VENDING MACHINE. MOUNT 15" AFF. Spa DUPLEX CONVENIENCE OUTLET. MOUNT FLUSH TO CEIUNG. (pc PROVIDE JUNCTION BOX 12'-6" AFF NEAR COLUMN WITH MC CABLE WHIP TO 12' AFF, PROVIDE DUPLEX RECEPTACLE MOUNTED IN PREINSTALLED OPENING LOCATED IN COLUMN FIXTURE, YY1 PROVIDE 10 POWER TO JUNCTION BOX ABOVE CEILING NEAR TOP OF COLUMN WITH MC CABLE WHIP TO 12" AFF FOR CREDIT CENTRAL. PROVIDE QUADPLEX RECEPTACLE IN PR EINSTALLED OPENING LOCATED IN COLUMN FIXTURE. Opp DUPLEX OUTLET FOR DOCK LIGHT/FAN. MOUNT 72" AFF. APT DUPLEX OUTLET FOR ILLUMINATED FIXTURE. MOUNT 15" AFF. YY DUPLEX OUTLET W/ ISOLATED GROUND DEDICATED CIRCUIT. CIRCUIT OUTLET 24 HR OPERATION. ° MOUNT 15' AFF UNLESS OTHERWISE NOTED. qt._ DUPLEX CONVENIENCE OUTLET W/ GROUND FAULT CIRCUIT INTERRUPTER. MOUNT VERTICAL 42" "' AFF. ITp OL40(11.7( CONVENIENCE OUTLET W/ GROUND FAULT CIRCUIT INTERRUPTER. MOUNT VERTICAL cTi 42" AFF. rig, OUADPLD( WALL OUTLET. ISOLATED GROUND, DEDICATED CIRCUIT, 24 HR OPERATION, 20 AMPS. MOUNT 15" AFF. 4P DUPLEX OUTLET w/ ISOLATED GROUND. DEDICATED CIRCUIT, 24 HR OPERATION. MOUNT 6" R BELOW CEIUNG OR AT 11'-6" AFF IN AREAS WITHOUT CEILING UNLESS OTHERWISE NOTED, 455 DUPLEX CONVENIENCE OUTLET. MOUNT 46" AFT. 451 DUPLEX OUTLET FOR POWER AUTO FEED TOWEL DISPENSER. MOUNT HORIZONTALLY 31" DOWN AND 31" LEFT OF UPPER RIGHT CORNER OF STAINLESS STEEL CABINET TO ALIGN WITH OPENING IN BACK OF CABINET. ip„ PROVIDE (3) DUPLEX CONVENIENCE OUTLETS ALIGNED VERTICALLY AT 24", 48" AND 72" AFF FOR SEASONAL DISPLAYS. INSTALL TIGHT TO INSIDE CORNER OF WING WALL, NOT TO EXCEED 12" TO CENTER ipw DUPLEX OUTLET FOR DISPLAY WINDOWS FLUSH MOUNTED IN CEILING. MOUNT 12" FROM WALL. DUPLEX CONVENIENCE OUTLET W/ GROUND FAULT CIRCUIT INTERRUPTER. MOUNT 15" ABOVE PLANTER. PROVIDE WEATHERPROOF COVER. = PLUGMOLD. WIREMOLD 92000 -WHITE. SEE CORRESPONDING NOTES FOR REQUIREMENTS I DISCONNECT SWITCH FURNISHED WITH EQUIPMENT. Q DISCONNECT SWITCH PROVIDED BY CONTRACTOR. $ UGHTING SWITCH, MOUNT 46" AFF UNLESS NOTED OTHERWISE. ® SPEED CONTROL FOR CEIUNG FANS 0 MANUAL FIRE ALARM PULL STATION AND ZONE NUMBER. MOUNT 46" AFF. PROVIDE ACRYLIC TAMPER PROOF COVERS FOR ALL PULL STATIONS IN PUBLIC AREAS. COVER SHALL BE STI STOPPER 11. El FIRE ALARM HORN AND STROBE. MOUNT 80" AFF TO BOTTOM OF DEVICE. STROBE SHALL BE 75CD, UNLESS NOTED OTHERWISE. ® FIRE ALARM HORN AND STROBE CEILING MOUNTED. STROBE SHALL BE 115CD, UNLESS NOTED OTHERWISE. N FIRE ALARM STROBE. CEIUNG MOUNTED. STROBE SHALL BE 115CD, UNLESS NOTED OTHERWISE m5 FIRE ALARM STROBE. MOUNT BO" AFF TO BOTTOM OF DEVICE. STROBE SHALL BE 75CD, UNLESS NOTED OTHERWISE. In FIRE ALARM SYSTEM DUCT OR AREA SMOKE DETECTOR. ® FIRE ALARM SYSTEM TAMPER SWITCH, ® FIRE ALARM SYSTEM FLOW SWITCH. Q SPRINKLER ALARM BELL FURNISHED AND INSTALLED BY FIRE PROTECTION CONTRACTOR HEIGHTS ARE MEASURED TO CENTERUNE OF ELECTRICAL DEVICE UNLESS OTHERWISE NOTED. GENERAL POWER NOTES • PROVIDE ALL CONDUIT AND BOXES THROUGHOUT STORE, REFER TO CP1 AND 551 DRAWINGS. CONDUIT FOR DATA AND PHONE CABLES SHALL ALLOW FOR RADIUS BEND PER BIC51 AND TIA/EIA STANDARDS. ALL CONDUIT SHALL BE LARGE ENOUGH TO ALLOW EASY MOVEMENT OF EACH CABLE. DATA AND PHONE CABLES SHALL BE INSTALLED IN METAL CONDUIT AND BOXES. WHEN DATA, POWER, PHONE, OR SOUND SYSTEM VOLUME CONTROLS ARE GROUPED TOGETHER, BOXES SHALL BE NO MORE THAN 6" APART UNLESS NOTED OTHERWISE. REFER 10 DETAILS ON DS SHEETS FOR DEVICE LOCATIONS FOR MDF, TDF, SERVICE DESK. • CONTRACTOR I5 FULLY RESPONSIBLE FOR THE ENTIRE FIRE ALARM SYSTEM. SYSTEM SHALL BE INSTALLED PER NATIONAL, STATE, AND LOCAL CODES, AND PER REQUIREMENTS OF THE AUTHORITY HAVING JURUSDICTION. • HORNS/STROBES SHALL BE MOUNTED AND SPACED IN LOCATIONS THAT LEAVE NO AREA ON FLOOR MORE THAN 40' FROM DEVICE. WALL MOUNTED HORNS/STROBES SHALL NOT BE MOUNTED TO MIRRORED COLUMNS. WALL MOUNTED HORNS/STROBES LOCATED ON SALES FLOOR SHALL BE MOUNTED TO ENDS OF WING WALLS. • PROVIDE FINAL CONNECTION OF FIXTURES REQUIRING POWER, IE. UGHTED SHOWCASES. CENTER ISLANDS, DISPLAY CABINETS, WALL FIXTURES, CASHWRAPS, AND COLUMN ENCLOSURE FIXTURES. • PROVIDE CIRCUITS AND CONTACTOR POLES FOR "KOHL'S" PYLON SIGN. FINAL CONNECTIONS BY ELECTRICAL CONTRACTOR. SEE SETE PLAN FOR LOCATION, VOLTAGE AND CIRCUIT SIZE, IF APPLICABLE. • PROVIDE CIRCUITS AND CONTACTOR POLES FOR SITE LIGHTING. FINAL CONNECTIONS BY ELECTRICAL '1 CONTRACTOR. SEE SITE PLAN FOR QUANTITY, LOCATIONS, VOLTAGE AND CIRCUIT SIZE, IF APPLICABLE. • FEEDERS AND BRANCH CIRCUITS SHALL BE RUN OVERHEAD, AND NOT IN OR BELOW SLAB. • ALL COVER PLATES AND DEVICES SHALL 8E WHITE UNLESS NOTED OTHERWISE. . PROVIDE FUSE CABINET WITH SPARE FUSES. (3) OF EACH TYPE AND SIZE USED THROUGHOUT STORE, CLASS RK1 AND RK5 OR AS NOTED ON DRAWINGS. • ALL CIRCUIT RUNS SHALL HAVE (2) 912 CONDUCTORS ANO (1) 912 GROUNDING CONDUCTOR IN 1/2" CONDUIT UNLESS OTHERWISE NOTED. • PROVIDE CONDUIT TO ACCESSIBLE CEIUNG FOR KNOX BOX. • PROVIDE #8 GROUNDS IN MDF ROOM FOR PHONE AND DATA RACKS. PROVIDE 98 GROUND IN IDT 80018 FOR DATA RACK. PROVIDE 3' COILED CABLE AT EACH PATCH PANEL LOCATION. KOHLS WILL MAKE CONNECTIONS TO DEVICES. ROUTE GROUND TO NEAREST COLO WATER PIPE AND NOT TO BUILDING STEEL. • DUCTWORK, PIPING, 0R CONDUIT LOCATED IN THE AREA OF THE APPAREL RETRIEVAL SYSTEM SHALL BE LOCATED ABOVE THE BOTTOM OF BAR JOISTS. COORDINATE FINAL LOCATION OF APPAREL RETRIEVAL SYSTEM WITH KOHL'S CONSTRUCTION MANAGER. KOHL'S - TUKWILA, WA MINKLER BLVD. & SOUTHCENTER PKWY TUKWILA WA 98188 DEVELOPED BY: KOHL'S DEPARTMENT STORES, INC. N56 W17000 RIDGEWOOD DRIVE MENOMONEE FAI I R WISCONSIN 53051 TEL (262) 753-7000 FAX: (262) 703-7105 11152 ELECTRICAL HVAC NOTES • DUCT SMOKE DETECTORS WILL BE FURNISHED AND WIRED BY FIRE ALARM CONTRACTOR AND IN5TAI I Fit BY MECHANICAL CONTRACTOR. • INSTALL CEIUNG FANS FOR MEZZANINE STOCKROOM. FANS SHALL BE FURNISHED WITH LIGHT FIXTURE PACKAGE_.NOLD TIGHT TO ROOF DECK AND MOUNT BETWEEN JOISTS. VERIFY LOCATIONS W/TENANT. MOUNT (1) SPEED CONTROL 54" AFF NEAR MAIN ELECTRICAL SERVICE. REFER TO DETAIL 06/Ea. • POWER FEEDS FOR ROOFTOP UNITS SHALL BE ROUTED UP THROUGH THE MANUFACTURER'S DESIGNATED BOTTOM POWER ENTRY WITHIN THE PERIMETER OF THE ROOF CURB. POWER FEEDS SHALL NOT PENETRATE THE ROOFING OUTSIDE OF THE CURB PERIMETER. THE FOLLOWING ITEMS WILL BE PROVIDED BY OWNER: 1. SECURITY ALARM SYSTEM AND WIRING. 2. BUILDING AUTOMATION SYSTEM. ELECTRICAL PLAN NOTES O1 PROVIDE CIRCUITRY TO FACTORY INSTALLED WEATHERPROOF CFCI DUPLEX RECEPTACLE ON ROOFTOP UNIT. O2 DISCONNECT SWITCH FACTORY INSTALLED IN ROOFTOP UNIT. O3 PROVIDE 4X4 JUNCTION BOX AND CONDUIT FROM COMPACTOR CONTROL UP TO BOTTOM OF BAR JOISTS FOR 845 COMPACTOR MONITORING. 4O PROVIDE JUNCTION BOXES FOR BUILDING SIGNAGE. VERIFY LOCATION IN FIELD. PROVIDE DEDICATED CIRCUIT WITH DEDICATED GROUND AND DEDICATED NEUTRAL. O PROVIDE CIRCUIT AND FINAL CONNECTION FOR COMPACTORS, 15 HP. 40 AMP, 480V, 38. INSTALL OPERATION CONTROLS INSIDE BUILDING. PROVIDE DISCONNECT ON OUTSIDE OF BUILDING, 60 AMP, 4-80V. 30, WITH (3) 40 AMP FRS FUSES IN NEMA 3R ENCLOSURE. O PROVIDE JUNCTION BOXES AND 3/4" CONDUITS WITH PULL STRING TO ABOVE CEILING IN THIS LOCATION FOR PA. SYSTEM VOLUME CONTROLS. REFER TO MOF DETAIL ON DS2. 07 PROVIDE SINGLE GANG JUNCTION BOX AND 3/4" CONDUIT WITH PULL STRING FROM OUTDOOR SPENCER LOCATION TO ABOVE CEIUNG IN THIS LOCATION, INSTALL SINGLE GANG BOX WITH LONG DIMENSION PARALLEL TO WALL, 12" OFF FACE OF WALL. VERIFY EXACT LOCATION IN FIELD. O PROVIDE JUNCTION BOX AND 3/4" CONDUIT WITH PULL STRING TO ABOVE CEIUNG IN THIS LOCATION FOR PA SYSTEM. VERIFY EXACT LOCATION IN FIELD. MOUNT 46" AFF TO CENTER OF BOX. O PROVIDE FINAL ELECTRICAL CONNECTION TO FACTORY MOUNTED APPAREL RETRIEVAL SYSTEM MOTOR JUNCTION BOX. FIELD VERIFY EXACT LOCATION AND REQUIREMENTS WITH APPAREL RETRIEVAL SYSTEM SUPPLIER. 10 PROVIDE JUNCTION BOX FOR SECURIT1 CAMERA POWER. VERIFY LOCATION WITH KOHL'S CONSTRUCTION MANAGER. 11 REFER TO E1 FOR DISPLAY CABINET CIRCUITING. 12 PROVIDE (4) 1" CONDUITS FOR DATA/PHONE CABLES FROM FLOOR BOXES UNDER CASHWRAPS TO ABOVE CEIUNG IN THIS COLUMN ENCLOSURE. 13 PROVIDE (3) 1- CONDUITS FOR DATA/PHONE/SECURITY CABLES FROM FLOOR BOXES UNDER JEWELRY CASHWRAPS TO ABOVE CEIUNG IN THIS COLUMN ENCLOSURE. 14 PROVIDE 0 -MARK 900E -557 -RE ELECTRIC CEIUNG MOUNTED HEATERS, 5.0 KW. 277V, 10, CONTROLLED BY BAS SYSTEM. CONTRACTOR SHALL- ROUGH -IN FOR SENSOR FURNISHED BY BAS. PROVIDE 277V WIRING IN CONDUIT FROM HEATER TO HAS PANEL AT FRONT ELECTRICAL DISTRIBUTION AREA. 15 PROVIDE 30 AMP, 3 -POLE NF DISCONNECT SWITCH WITH NEMA 1 ENCLOSURE FOR 1-1/2 HP CONVEYOR. MOUNT DISCONNECT SWITCH ON CONVEYOR LEG. 0 PROVIDE ELECTRICAL CONNECTION FOR (4) TENANT FURNISHED BELT CONVEYOR CONTROL BOXES. MOUNT (1) ON EACH SIDE OF UPPER AND LOWER CONVEYOR LANDING. MOUNT ON LEG OF ROLLER SECTION FARTHEST FROM OPERATING BELT FACING TO SIDE. 17 LOCATION OF LARGE GRAPHIC PANEL DO NOT MOUNT ANY DEVICES ON THIS WW1. 18 INSTALL AND WIRE UNITS (480V, 3 PHASE, (4) MOTORS) AND LOW VOLTAGE WIRING FOR APPAREL RETRNAL SYSTEM. THUS SHEET 15 PART OF THE CO SPECIFICATIONS APPLY. THAT 9E USED AS A SHOP DRAWL , TO CONFORM TO SITE 0O140 LOCA110N5 AND DIMENSIONS_ SHOWN ON T1-108 RESPE REFERENCE AND SHALL B . •',Fl ASSUMES NO LIABILITY FO E A RESPONSIBILITY LS ASSUM. • FOR PROFESSIONAL ENGINEER • NOT Larson Blnldey. Inc. 6363 College Blvd., Suite 4-00 OveHcnd Perk. Kennon 66211 T 913-383-2821 F 913-353-2831 INFORMATION ON THIS DRAWING TAKES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFLICTING INFORMATION. NO. A A A DATE BY DESCRIPTION A RECEIVED lrr/ nrr-n7:kWO AM 0 y 20 PERMIT CEN POWER PLAN SCALE: 3/32"=1'-0" SHEET: PROJECT #: LBI 01200676.09 DRWN BY: AAS CHKD BY: GLB BLDG. SUBMITTAL: 10/12/06 EA L KOHL'S - TUKWILA, WA MINKLER BLVD. & SOUTHCENTER PKWY TUKWILA WA 98188 DEVELOPED BY: KOHL'S DEPARTMENT STORES, INC. N56 W(7000 RIM -WOOD DRIVE MENOMONEE FALLS, WISCONSIN 53051 TEL• (262) 723-7000 FAX (262) 703-7105 11152 THIS SHEET I5 PART OF THE CON51R SPECIFICATIONS APPLY. THAT 5710 BE USED AS A SHOP DRAWING; TO CONFORM TO STYE 6095044 LOCATIONS AND DIMENSIONS OF SHOWN ON THEIR RESPECTIVE REFERENCE AND SHALL BE ASAIMES NO 1.1881L1TT FOR Di RESPON5OIIITT IS ASSUMED F PROFE5'a10NAL ENGINEER 4-4S LARSON 8INK- Larson Binldey. Inc, 6363 CMlege Blvd., Suite 4-00 Overland Park, KnnsW 66211 T 913-303-2621 F 913-383-2031 07 INFORMATION ON THIS DRAWING TAXES PRECEDENCE OVER 1HE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFLICTING INFORMATION, NO. DATE BY DESCRIPTION A RECEIVED -. V E1giTERINITA- JAN 0 9 2007 PERMITCEITER co 0 PANEL SCHEDULES, CONTACTOR N DETAILS, AND ONE -LINE DIAGRAM N SCALE: NONE SHEET: PROJECT #: LBI 01200676.09 DRWN BY: AAS CHKD BY: GLB BLDG. SUBMITTAL: 10/12/06 E3 m PANE., MOP LOCATION MEZZANINE NEMA ENCLOSURE t SYSTEM 480'217V, 37.45 MANS 1200A MLO cABINE T MOUSING SURFACE FFFDFR SEE RSERDLAGRAM 1005 417 tle1)105 Tim,/BUSSEOPAMEL ATC RA TNG65.415 PANE,; 505 LOCATION FRONT ELECTRICAL ROAM REAM ENCLOSURE 1 SYSTEM 4832774 354W MAILS 2ZriAMLO CABINET MOUNTING SURFACE FEEDER 5FF MSF R DIAGRAM LUGS TOP ops AIC RAMNO 19 COO )CA5 PAN713: LP7 LOCATION FRONT ELECT(tKaL ROOM NEMA ENCLOSURE 1 SYSTEM 202/13)5.3P,4W MAINS 2MAMCB CABINETMOUNTNO SURFACE FEEDER SEE RISER DIAGRAM IUGS TOP OPTIONS ISOLATED GROuND Bus AIc MING 10, 330 -- - ----- 245 LIGHTING CONTROL RELAY CONTACTS FURNISHED BY BSS CONTROL CONTRACTOR, BY ELECTRICAL CONTRACTOR IN NEAR MQZANINE CONTACTOR PANEL. 7 HP1 #5 -I I- SALES UGHTS HP1 #7 -II-SALES LIGHTS HP1 #5 HI- SALES LIGHTS HP1 #11 -I F- SALES LIGHTS HP2 f 5 1 F SALES LIGHTS HP2 -7 F 7 SALES LIGHTS HP2 9 -I1- SALES LIGHTS HP2 r 1111- SALES LIGHTS -I I- SPARE -I I- SPARE CONTACTOR 'Al' 20 AMP 10 POLE ELECTRICALLY HELD i701- r HP5 #7 HP5 7 HP5 #9 HP5 111 HP5 13 CONTACTOR 6 POLE A2 SALES -I I- -I H -I F -I F 1 F- I- ELECTRICALLY FLOOR - 1 SALES UGHTS SALES LIGHTS SALES UCHTS SALES UGHTS SALES UGHTS SPRITE '102' 20 AMP HELD LIGHTS CONCUR DESCRIPTION WATTS POLES FRAME TRIP REMARKS LOAD DESCRIPTION BKR WE BKR POLE NOTE WATT., GCT No PHASE CLT No WATTS NOTE BKR POLE BKR SIZE LOAD DESCRIPTION LOAD DESCRPTx]N BKR slz£ BKR POLE NOTE WATTS OCT No PHASEGCT NO WATTS NOTE BKR POLE 81(55 612E LOAD DESCRIPTION I PANEL DPA M2 am 3 600 Bm SPARE 23 1 0 1 A 2 0 1 27 SPARE 861,60A1105 SYSTEM 20 1 160 1 A 2 360 1 20 CASH REGISTERSMOUNTED/WICOD 2 PANEL CAB 355748 I 3 600 Wes SPARE ID t 0 3 B 4 1,89 62 1 ID SALES u0HT5 EF -0 ID, WB -9 9 4 3®_ - i �p ---CASH REGi5TER5 SALES LIGHTS 23 1 102 2103 5 C 6 963 B2 1 20 SALES UGHTS CONVENIENCE RECEPTACLES To - 1 5 C 6 _ 3W 1 22 CASH RE6LSTERs CONNECTED DEMAND SALES UGHTS 1 ID 1 102 1.672 7 A B 2,357 B? 1 20 SALES UGHTS AUTOMATIC DOORS 20 i E00 7 A 9 MEI _ - 1 2) GASH REGISTERS- _ 658,629 W 874,837 W SAES LIGHTS 1 20 1 A2 2,458 9 6 10 7.027 02 1 21 SALES UGHTS AUTOMATIC COORS ID 1 69 9 9 1n MO 1 20 CASH REGISTERS 792 A 812 A SALES LIGHTS 22 1 A2 2,296 11 C 12 5.154 82 1 27 sAL55 LIGKT5 LP OFFICE TYPE %' RECEPTACLES ID 1 360 11 c 12 367 1 2T CASH REGISTERS 303 AMP CISTROIJTON BREAKER SHALL BE SQUARE 77 (LC) FRAME BREAKERS rL ,955NA0Wel0OPa123275/901 m).cmuLDIA335 sub L.3.0.6eL SALES LI34ITS 20 1 A2 5.626 13 A 14 5, 25 VESTIBULE HEATER LP OFFICE TYPE lc RECEPTACLES 23 1 360 13 A 14 350 1 20 CASH REGISTERS INTERIOR CANOPY LIGHTS ID 1 02 1 SBO 15 8 15 5,09 1 25 VESTIBULE FEATER LP OFFICE PLUGMOLD aT 1 1.440 15 6 16 341 1 20 CASH REGISTERS Al SALES FLOOR LIGHTS INTERIOR CANOPY LIGHTS ID 1 G2 1,680 17 C 18 5,000 1 25 VESTIBULE FEATER Sw TYPE %' FLOOR 90)E5 20 1 H1 360 17 a 18 35D 1 20 3NIELRY REGISTERS PANEL SYSTEM CPA LOCATIONMEDANVE 487/271V 3P.4W MANS SODA MLO NEMA CAB ENCLOSLlt51SPARE WET MOUNTINGSURFACE - - EMERGENCI'INIGHT LIGH15 -ID '20 _ 1 1 LO a . 84 19 21 _A_ B72 20_509 _ 210 1 1 a -ID VES3IBLIE HEATER LOCALLY SWRCHEDuGFiis SW TYPE %'FLOOR BOXES SW TYPE It' FLOOR BOXES 2D ID 1 1 111 41 360 360 IS 21 A B 23 22 730. 3W LO 1 t 2) ID EAB702ER SECl1RRY C4AXERA DOMES ARA FEEDER SEE RISER DIAGRAM IS LUGS TOP ENTRANCE FLOODLIGHT` 2) 1 E1 1.844 23 C 24 0 1 20 _ SPARE SW TYPE %'FLOOR BOXES ID 1 H1 350 23 C 24 2X1 1 20 MALOAUYGMAO0N SYSTEM DIN 41 24V LIGHTING CONTROL RELAY CONTACTS FURNISHED BY BAS CONTROL CONTRACTOR, MOUNTED/WIRED BY ELECTRICAL CONTRACTOR IN/NEAR MEZZANINE r - 1 HP) 4 1 H SALES LIGHTS HP) #6 Hi- SALES UGHTS HP1 #8 -1 I- SALES LIGHTS HP1 1011 --SALES LIGHTS HP2 4 F SALES LIGHTS HP2 6 H F- SALES LIGHTS HP2 #8 11- SALES UCHTS m m r- HP5 4 51P5)9H7-'SALES HP5 #8 HP5 1O HP5 12 CONTACTOR -0- -7 I- -I I- FSALES -4 F 1 H -I SALES LIGHTS LIGHTS SALES LIGHTS LIGHTS SALES LIGHTS SPARE 02' 20 AAUP CAPONS FULLY BUSSED PANEL AIC RAINS 5E1E5 RATED CANOPY 1GJTtg 2) 1 51/F1 1.344 a A 26 0 P 2 30 PAR1O)G LOT LIGHTS SHOW VAN DOW RECEPTACLES 20 1 1-11 722a A 26 0 1 ID SPARE GMAT WATTS POLES REMARKS CANOPY CANOPY LIGHTS 20 1 51171 1,344 27 6 28 0 SHOW WINDOW RECEPTACLES 20 1 H1 723 27 B 23 721 1 20 551) RECEPTACLES DESCRIPTION FRAME TRIP LOT UCN750 30 2 P 0 29 C 30 0 P 2 30 PARING LOTffG ?6 SHOW WWOW MA 512 LIGHTS 20 1 N1 T 2 - 29 C 3❑ 2,880 Et 1 30 BuanNG 51GN0GE 1 PANEL HP, 24 456 3 100 100 0 31 A 32 0 SHOW W1Nm5W TRACK UGHTS 21 1 HI 1,220 31 A 32 0 1 30 SPARE 2 PANEL HP2 72,044 3 225 150 PARKWG LOT LKR+T5 302 P 0 33 B 34 ON 2 30 PARKING LOT NIGHT W5T5 GATEWAY 555505AL RECEPTACLES 27 1 01 WO 33 B 34 3W H1 1 20 AUTOMATC 0305s 3 PANEL NP5 104,3&1 _ 3 272 2fq _ 35 C 36 0 GATEWAY SEASONAL RECEPTACLES 20 •• 1 • H1 3® 37 C_ _ - - 360 _ H1_ 1 _ ID _ 4LITO_MATIC DOORS 4 TRANKiFORMER(LP8). 5/,412 3 226 _ Iia PARKING LOT LIGHTS 33 2 P 00 0 37 A 38 18,345 AUTOMATIC ODORS 1 - .- _ ®a 31 A - 38 - 53 �Z,sZS 5 COMPACTOR 17451 3 141 40 0 39 0 w 19,101 3 110 TRANSFORMER SPIT AUTOMATS 000555 a1 600 4 6 m 11x5. 3 150 PANEL LP8 6 COMPACTOR 17,451 3 105 10 SPACE ONLY 1 41 c 42 15,330 WEATHERPROOF RE5"7P' RACLEs 20 1 360 41 c 42 70,350 7 EUSO SPACE OltY• CONTACTOR PANEL. HP2 $10 -I1 -SALES UGHTS 1 I- SPARE -N SPARE 6 POLE B2 SALES ELECTRICALLY HELD FLOOR LIGHTS 8 Buss SPACE ONLY PHASE MC174 W CONNECTED DEMAND PHASEA 18345 w CONNECTED DEMAND 9 BUSS SPACE ONLY PHASE B 34,061 W 104.384 W 115,715 W PHASE B 19,101 w 55,578 W 62,830 W PHASE C 34249 64 �126 A 143 A PE c 18.220 W 155 A 174 A I- CONTACTOR 'B1' 20 AMP 10 POLE ELECTRICALLY HELD B1 SALES FLOOR UGHTS CONNECTED 05547,145r LBex19ws.,s2 6K13a6760Ba1^1040 m CA 51912116-76 w 46'CW/W r Lln,5N 'mc4l766650,91,ztw74 09cx01 NOM 651/5065 7441 302.880 W 364 A 324,810 W 6080 9Lf74 �b,�=IOtreCAL110570m9R5mm1w PANEL: LP5 LOCATION ME27AMNE NEMAENCLOSURE 1 PANEL: LP8 LOCATION FRONT ELECTR1ALROOM NEMA ENCLOSURE 1 PANEL: OPB LOCATION MEZZANINE RENA ENCLOSURE 1 SYSTEM 25712 0 , 3P 4w FEEDER 5E5 RISER DIAGRAM OPTIONS FEED THROUGH LUGS AND ISOLATED MAINS GROUND 216014c5 BU3 CABINET MO1R4T240 LUGS Ax: RATING SURFACE TOP 10.000 SYSTEM 2001au 37.4W MAINS 2234 MLO CABINET FEEDER SEE RISER DIAGRAM OPTIONS PANEL SHALL BE CONTROLLED 137 CONTACTOR 172 MOUNTING LUGS AX; RATING SURFACE TOP 10 CCO }f 24V LIGHTING CONTROL RELAY HED T RCO BY 845 CONTROL CONTRACTOR, MOUNTED/WIRED BY ELECTRICAL CONTRACTOR IN/NEAR MEZZANINE CONTACTOR PANEL r -- LP8 #33 -N F- EF 1 & 5 L P8 $39 1 I- DOCK LIGHTS HP1 $111-MQZ. UGHTS HP1 #2 --I I- STOCK. LIGHTS HP1 #3 -1I- MQZ. UGHTS HP1 #12 -I I -FITTING ROOM LTS HP) #14 -I1 -RESTROOM LIGHTS HP2 $1211 -FR LTS /STOCK RM ® I® r - HP5 #15 H PS $17 CONTACTOR 4 POLE G2 SALES -I I- -I F -II- Hl- ELECTRICALLY 1 CANOPY LIGHTS CANOPY UCHTS SPARE SPARE 'G2' 20 AMP HELD FLOOR LIGHTS SYSTEM 051)7711 , 37.45 FEEDER SEE RISER DIAGRAM MANS 6059 MLO CABINET MOUNTING LUGS SURFACE TOP LOAD DESORPTION 6X55 612E BKR PO NO76 WATTS CCT No PHASE CCT KK) WATTS NOTE BKR PO I BKR S� LOAD DESORPTION LOAD DESCRIPTION BKR sly NOTE %6.1 PO WATTS ECT NO PHASE CCT NO WATTS NOTE BKR POLE EKR SIZE 1ORA DESCRIPTION DATIONS FULLY BUSSED PANEL AD RATING � � TYPE R" RECEPTACLE 20 A - "_- ---" TA RECEPTACLES _ _TRACK LIGHTS 203 1 _ "- 1,533 -" 1 A 2 1,500 _ 1 2p TRACK LIGHTS NPE KRECEPTACLE 20 20 1 720 3 6 4 1.080 1 ID CONVENIENCE VENENCE RECEPTACLES TRACK UGHTS _ 20 1 7,533 3 9 - 4 ----- 210 1 a3 7RtiCK 1.161778 CIRCUIT pESCRPTDN WATTS IDLES FRAME TRIP REMARKS CLS CONVENIENCE RECEPTACLES 1 _ 700 - ma 5 C 6 _.._ 1 080 __-- 1 20 CON RECEPTACLES .._.... TRACKUoRrs 20 1. .. 1,660-.6 C 8 _.,500 1 20 tikte,LLSHT-' _ 1 015-6 40,735 3 100 60 CCN/ENE WE RECEPTACLES 33 1 727 7 A 5 _ 720 1 20 CONVENIENCE RECEPTACLES TRACK UGHTS 20 1 1-310 7 A 8 .055 - 1 2 - TRACK 1.101<15 2 RT42 40.733 3 100 60 CONNENENCE RECEPTACLES 21 1 - 540 9 _ _6 5 54u 1 2d CON ENENCE RECEPTACLES TRACK UGHTS a) 1 1,2110 5 0 10 1,800 I 1 ID TRACK LIGHTS 3 RTL13 40,735 3 100 60 CONVENIENCE RECEPTACLES 20 1 --907--11 C 12- 0 1 20- SPARE TRACK LK7HYa/ CA3151TFURURES 22 1 160 11 c 12 1,500 1 ID TRACKLIGKTS 4 RTU -0 40.735 3 10060 CONVENIENCE RECEPTACLES 2) 1 50013 A 14 TRACI<U04475 20 1 1.2X7 13 A 14 826I 27 SOFFTTUGHTS U-5 R-5 .. "._.. RT 40,738..- 3 141 _ 60 CONVENIENCE RECEPTACLES _ ID 1 900 15 _ 8 16 _655 3 20 CONVEYOR TRACE 551-8% 20 1 1.9x) 15 5 18 825 1 23 SOFFIT LIG -I1-SPARE -I SPAfi I-ER114-1116 CONTACTOR Bl' 20 AMP L 10 POLE ELECTRICALLY HELD GI CLEAN/RESTOCK LIGHTS 18 119 16 19 6 RTLA6 . 40,735 3 100 .�. _. . "_ CONVENIENCE RECEPTACLES 2733 17 C 18 -858 TRACK LIGHTS 20 1 1.2x3 17 C 18 750 1 21 50FFR LIGHTS 07LL7 4,738 3 100 60 SPARE _20 ",_1_.__._- 20 A 20 0 .._..... 12! .... BARTE._ .._ __. 20 , 1335_ 19_10 20 72) _ 1 -20 CABINET FIXTURES RR114-11143,738 3 100 SO 57.2 MO EF3 1 1_392 21 - e _ M 37) LD 1 20 FRE ALARM _. BELL SPAR SPE EM 2p 1 0 21 9 F 22 _ 1,210 , 20 BEAUTY BANK TRALK UT, __ HT'S e RR911-9 27,547 3 141 45 SPARE 20 i • - - - 0 a C 24 180 l0 i _ X). sECURRY CAMERA 1 CAMERA DOME SPARE 20 1 0 23 C 24 1.210 1 20 BEAUTY BANK TRACK LIGHTS 10 L6 BLISS 01E7 SPARE 20 1 0 25 A a 0 1 20 SPARE ACCESSORIES RECEPTACLES 20 1 1 21 25 A 23 1,200 1 a] BEAUTY BANK TRACH UGHTS RTU RECEPTACLES 22 1 WO 27 _ 9 28 ,m 1 GREW10ENTRAL RECEPTACLES ACCESSORIES RECEPTACLES 27 1 72) 27 5 28 1,200 1 2) EEAUTY BANK TRACK LIGHTS CONI,ECTE0 D5MAD h15RA6456 RECEPTACLES 20 i 15i _ 28 C _ 30 180 1 _20 al. CREDRCENIRAL PECEPTASLES JLOOK RECEPT 20 1 54❑ 29 C 30 1,ID❑ 1 20 BEAU IY 0ANK TRACK LIGHTS HP2-41 355,749 W 370,527 W CEILING FANS 20 1 _ 1,500 31 A 32 900 1 21 SEN555 OPERATED FARES BEAUTY BANK FLOOR RECEPTACLES 20 1 341 31 A 32 0 1 20 SPARE 277VAC 41 41 -� 428 A 446 A EF -1 AND EFS 23 1 G1 1,392 33 B 34 1,0E0 1 5 SENSOR OPERATED F0000ES BEAUTY BANK FLOOR RECEPTACLES 20 1 341 5 34 0 1 al SPARE V16gp4u1cad2ooda,7L0.Y60Pn+0ACcoscunlvx7612390gv741 STOCKROOM RECEPTACLES a) 1 - 3S3 - 35 _ C 367 460 _ 1 2D SENSOR OPERATEDFuaTJ#E5 BEALRY BRINK FLOORRECEPTACiES 15 1 __ 1E0 _.35 35 C 33 0 1 20 SPARE NEUTRAL K 4Iry 1741 15 1 916 37 A 39 560 121 SENSOR OpERATED _ FIXTURES SPARE 2 1 -37-A �� 0 "-_ i-20 SPARE Jf r -1 13 13 IT COOS LIGHTS 23 1 51 360 39 B 51 1 20 SPP SPARE 20 1 B 9❑ a 1 a] SPARE - 245 LIGHTING CONTROL RELAY CONTACTS FURNISHED BY RASHP2 CONTROL CONTRACTOR, MOUNTED/WIRED BY ELECTRICAL CONTRACTOR IN/NEAR MEZZANINE R HP2 #77 -I'rCORNICE LIGHTS #16 -IF CORNICE UGHTS HP2 #19 -I I- CORNICE LIGHTS -1 HP2 ZO F- CORNICE UGHTS HP2 #21 -I F CORNICE LIGHTS HP2 222 -I h CORNICE UGHTS HP2 23 F CORNICE UGHTS r LP7 #17-II- LP7 #19 LP7 $21 LP7 #23 LP7 25 LP7 27 r -I I- H i 805E$ -I I- SW FLOOR BOXES H F SW RECEPTACLES -i F 5W RECEPTACLES RA.: ._ HP1 ----- "_- --- LOCATION MI MEZZANINE NEMA ENCLOSURE I----- SPARE _.33. _1 ..__ 41 C 42 . T SPE AR SPARE 20 1 41 C 42 0 1 20 SPARE SYSTEM 4802774 3P.04 MANS 107. MLO CA504ETMDLIMING SURFACE . FEEDER SEE RISER DIAGRAM OPTONS Lues Am RATING TDP SERIES RATED PANEL LP8 TOTALSPH27 PHASE ASE 8 7744 10142 PANE LP4 TOTALS PHASE A PHASE 0 17430 15,1 PHASE 12525 w PHASE 9 11,45 W CONNECTED 34,880 W DEMAND 42,630 W LOAD DESCRIPTION BKR SEE BKR POLE WATTS CCT PHASE CCT NO NO WAD WA5 NATE SLE BKR SIZE LOAD DESCRIPTION PHASE C 608 PHASE C 10,150 71AS5 C 10,x0 W 96 A r Ln�nucv.e�4A,m3n6a moles Tem G4G+37e6�osuao>o7441 118 A ME27ANPE LIGHrTS 20 1 G1 1,621 1 A 2 1,970 GI 1 27 UGHTS MEZZANINE UGHTS SALES LIGHTS a] 37 1 1 6i Al i,3 13 2356 _ 3 5 a _ c 4 5 2,179 2,104 51 81 _ 1 1 m 27 __s7OCKRoonC SALES SATES UGHTS LIGHTSPHASE A B 25,174 25402 W W CONNECTED 67,094 W o7MANO 61,119 W CONTACTOR PANEL, HP2 24 -i F CORNICE UGHTS HP2 #25 1 -CORNICE UGHT5 H F SPARE I- SPARE -I I- SPARE '51' 20 AMP 12 POLE ELECTRICALLY HELD C1 CORNICE LIGHTS LP7 $29 1 F SW TRACK UGHTS LP7 #31-IH5'V4 TRACK UGHT5 LP7 #33 -I I- GATEWAY POWER LP7 #35 -4 F GATEWAY POWER H F SPARE -1 W SPARE CONTACTOR 'H1' 20 AMP POLE ELECTRICALLY HELD SALES LIGHTS 20 1 _- Al 2192 7 A 8 _ 2,435 _ B1 .1-25 _ SALES LIGFRS PHASE C 15518 W 786 A 17DA SALESLGKTS 23 1 Al 2,195 9 6 10 1,242 B1 1 21 SALES 007715 rLngecewcaetmin13ge7a 37412008765 CALn,:.)OC,e,)BhENmunrv, ELECTRICAL SERVICE LOAD SUMMARY SALES UGHTS 20 1 Al 1,075 11 C 12 1,751 G1 1 23 FRTING ROOM LIGHTS SPARE 20 1 0 13 A 14 1.41 GI 1 21 RESTROOM UGHTS-1 ..._ _ SPARE 20 1 0 15 5 16 0 1 23 SPARE PANEL LP4 LOCATION. MEZZANINE NEMA ENCLOSURE 1 SPARE 23 1 0 17 C 16 0 1 23 SPARE SYSTEM 051367. 5P AW MANS 2794 ML0 CA69117 MOUN1NG SURFACECONTACTOR ACTUAL NEC, N.E.C. SPARE SPARE 20 20 1 1 0 19 21 A 5 20 22 0 - 1 - 1 23 27 --- - SPARE ARE FEEDER OPTIONS SEE RISER DIAGRAM ISOLATED GROUND 8 U LUGS TOP AIC RATING 10,000 LOAD DE5CW15310N CONNECTED WATTAGE DEMAND FACTOR DEMAND WATTAGE72 SPARE 20 1 23 C 24 1 2D SPARE MAO DESCRIPTION 5KR BKR NOTE WATTS CCT P14850 OCT ,A71.0 MOTE BInEIKR 1085905CR3DON LIGHTING 103.754 125% 13735 SPARE 20 1 S A 23 1 27 SPARE SITE POLE NO PC PO SIZE TRACK LIGHTING 48.930 160IN/2 FT '102 FT 60,750 H1 5 SPARE 27 1 27 8 26 1 2) sPAR WATER NEATER 23 1 1,500 1 A 2 ,,440 1 20 TRAINING ROOM PLUGMOLD 54-X741 WINDOW 5G4TNG 2.400 _ 2005 7 FT_ ;MOSPARE }i 20 1 29 C 33 1 ID SPARE WATER BEATER ID 1 1.500 3 B 4 590 1 2] TRAINING ROOM RECEPTACLES RECEPTACLES 49,141 -I32 1ST 10KW 9116294 10,09 O 24V LIGHTING CONTROL RELAY CONTACTS FURNISHED BY BAS CONTROL CONTRACTOR, MOUNTED/WIRED 6Y CONTRACTOR r 11 R PHASE A 1 F PANEL LP3 PHASE BPANEL LP3 PHASE C H 7- PANEL LP3 CONTACTOR '01' 100 AMP 77011 ELECT/R+IICCAALJ,LY HELD1 - m r PHASE A 1 F PANEL LP6 ASF PHASE B F PANEL LP6 PHASE C F PANEL LP6 CONTACTOR '32' 200 AMP POLE ELECTRICALLY HELDL 31-RACK/ACCENT SPARE ID 1 31 A 32 1 23 SPARE CASFROOM TYPE %' RECEPTACLE ID 1 310 5 0 0 360 1 20 LOUNGE TYPE G' RECEPTACLES REMAR40553501E 19.560 SPACE ONLY 1 33 B 34 1 SPACE ONLY REFR/GERATDR 1 RECEPTACLES 21 1 150 7 A 8 360 1 20 MEZZANINE TYPE X' REC607001E CONIOLIS MOTORS 51 64,707 125% 5004 51ACE ONLY _ 1 35 - C 36 _ _ - 1 - SPACE ONLY .. SPARE a) 1 0 9 B ,o 29 1 20 BUILDS/3 AUTOMATION SYSTEM ARa NON-COIIN0005 MOTORS 5823 10'] 53.2M SPACE 07,11.7 1 37 A _ 35 1 SPACE ONLY REFRIGERATOR) RECEPTACLES 23 1 1 NO 11 C 12 39 1 20 MDF ROOM TYPE lc RECEPTACLES ALR 0ONDITT ]NTNG , 276.635 MO% FULL AIC LOAD 292215 CE sPAonly 1 66 S 4 " - 1 SPDE A ONLY VENOMMACHTE ID 1 180 13 A 14 360 1 20 MDF ROOM TYPE 1C RECEPTACLES I -EATING' 3 0% FULL KEATING LOAD 0 SPACE ONLY 1 41 C 42 1 SPACE ONLY VE1ANG MACHINE 23 1 160 15 B 16 3 60 1 20 MDF ROOM TYPE x' RECEPTACLES WATER NEATER 3.041 155 7000 VENDING MACHINE 2) 1 180 - 17 - C 18 360 1 20 MDF ROOM TYPE %' RECEPTACLES MISCELLANEOUS 21330 100% 2050 P1 PSE A 9,44 W CONVECTED DEMAND SPARE - ID 1 - 0 19 A -2Z 3- 393 - - - - 1 _a7 - OFFICE 7r PE %. RECEPTACLE TOTAL WATTS 674.507 ELECTRICAL r�-L33 IN/NEAR MQZAAIINE R� I 1 RACK/A'CCEN 1- LIGHTS ., D2 1 RACK(ACCENT LIGH 1 S PHASE B 8.923 W 24,456 W W 3°T776 - TYPE OFr 55CEPTACLEc 20 1 7'20 21 _ 8 640 1 _ 20 .20 SEiiVIIF,E ryPE'G' RECEPYACLEB TOTAL AMPERAGE 812 PAUSE C 2= W v 12141.1514714.2,21:011/11112781251612116474 29 A 05 CALn13NM1141/1 37 A 417.41 07FICE TYPE G' RECEPTACLES WATER COOLERS 20 23 1 1 360 450 a 25 C A 24 26 0 MO i 1 al SPARE SERVICE DESK POWER' MOTES 599 GREATER LOAD Of THE TWOE47200RIFS CONTACTOR PANEL WATER 500LER5 3) 1 em 27 6 2B 360 1 20 SERVICE DESK POWER pec es OF Eouil'7AFNT 17-400Y.,3.60%,9=eoa,s=7oNx,e Awa MARE -e596 CASKROO54 PLLGMOLD ID 1 1,440 29 C 3) 0 1 20 SPARE r 15 -II-SPARE SPARE -H I- SPARE HI- SPARE CONTACTOR 'E2' 30 AMP 4 POLE ELECTRICALLY HELD 1 J E2 EXT LTS/SIGN r } -1 HP5 23}1-FFLOOD LIGHTS HP5 25 H F CANOPY LIGHTS HP5 127 -I I- CANOPY LIGHTS LP7 30 -I H BUILDING SIGNAGE -7 H SPARE -II -SPARE CONTACTOR '51' 30 AMP 6 POLE ELECTRICALLY HELD 444 LIGHTING CONTROL RELAY CONTACTS FURNISHED BY HAS CONTROL CONTRACTOR, MOUNTED/WIRED BY ELECTRICAL CONTRACTOR IN /NEAR FRONT ELECTRICAL EQUIPMENT ROOM CONTACTOR PANEL. PANEL: HP2 MEZINYE NEMA ENCLOSURE.i CASHROOM PLUIS 54015 20 1 7,44❑ 31 A 32 1.fi20 1 ID OFFICE RECEPTACLES REOURED ELEC TRICAL 50RVICE 1200 AMP SYSTEM 480'2772 3P ON LOCATDNI MAINS 2254 MLO CABINET MOUNTING SURFACE UDF TYPE x'RECEPTACLES 21 1 3® 33 5 34 540 1 ID OFFICE RECEPTACLES , FEEDER SEE RESER0AAGRAM 1125,5 Top NOF TYPE 3C RECEPTACLES 21 1 260 35 C 3G 0 1 20 SPARE ',ALF ROAM TYPE 'G RECEPTACLES 21 1 540 37 A 38 6640 OPTIONS BKR BKR CCT CCT BIO) XX RATING SERFS RATED MOF ROOM TYPE C RECEPTACLES a) 1 360 'i5-- 6 40 879 3 162 PANEL LP3 PANELBOARD C 34556 NOTES LOAD DESCRIPTION 512; POLE NOTE WATTS No P)485E NO WATTS NOTE BKR POLE 612E LOAD DESCRIPTION FIRE ALARM CO,91T7bCPANEC 23 1 LO 200 91 C 42 5620 WALL HEATER ID 1 4,000 1 A 2 3298 20 EMERGENCY 4 LIGHTS 1. ALL PANELBOARDS SHALL BE BALANCED WITH A MAXIMUM 10% PHASE TO PHASE EXTERIOR BUILDING LIGHTS SALES UGHTS m m 1 1 F2 Al 1,550 _ 1.961 0 5 - _ B C a 6 - 1,933_ 296 - LO et Elf 1 t 27 2i NC+R � MEZZ SALES IiCiiT' - - SALES LicriTs PHASE PHASE A 17.430 W EL 15.289 W CONNECTED I DEMAND 42,8505 43,605 W DIFFERENCE. SAES LIGHTS ID 1 Al 2.336 7 A 5 20 SALES PRASE C 10.160 w 119 A 121 A - s 2515 81 Bi- 1 i -37 ucr6s ----- STILES 3I203511C231055 s° "A`"1-'05678 m LE'0.46ab PAMILSOARD BREAKER 00710N 50155 OPT) NOTES: SALES u0)115 SALES 101116 ID 27 1 1_ 41 At 2.735 2 Mo 9 11 C ,02,75 12 1421 G1 " 1 "- To LIGHTSLBSor4v91°`'IAe FrrnNG ROOM/STORE ROOM UGH1s LO PROVIDE BREAKER WITH LOCK OUT CLIP. BREAKER TO BE LOCKED IN THE "ON" El EXTERIOR LTS/SIGN EMERGENCY / NOIR LIGHTS 2i 1 LO _ 880 13 A 14 2964 - . - 1 2D LOCALLY SWRCHEb LIGHTS POSITION. Ea SPARE c0RK'CE T WALL WASH LIGHTS ID 23 _ 1 1 C1 0 2.&96_ _ 15 17 B 16 15_ 0 2,154 Cl 1 _ i 20 _ 20 SPARE CORNICE I WALL WASH LIGHTS PANEL,: SYSTEM LP3 218/120/, 15.4W LOCATION MAUS MEZZANINE 1004 MLO NEMA CABINET ENCLOSLI1E i . MOUNTING SURFACE "Al " 16 1 R HP2 3 -4 I- EXT BUILDING LTS -I I- SPARE CONTACTOR 'F2' 20 AMP 2 POLE ELECTRICALLY HELD N F2 EXTERIOR NIGHT LIGHTS 1 f r }`- R 1 HP5 #25 HI- CANOPY NT LTS HP5 27 -1 F CANOPY NT LTS HP5 &#34-1I- PARK LOT NT LTS 'p HP5 36 -11- PARK LOT NT LTS F SPARE C 0 SPARE O f Z Z4V LIGHTING CONTROL RELAY CONTACTS FURNISHED BY BAS MOUNTED CONTRACTOR, MOUNTED/WIRED BY ELECTRICAL CONTRACTOR IN/NEAR FRONT ELECTRICAL EQUIPMENT ROOM ELECTRICAL CORNICEI WALL WASH LIGHTS ID 1 C1 27'97 19 _ - --C A - 21 829 1.82901 1 2 WALL WASH CORNICE) WAWASH UCd10 76058R SEE RSER DIAMAM LUGS TOP Al ROUTE CIRCUIT THROUGH CONTACTOR SEE CONTACTOR DETAIL THIS SHEET, CORNICE UGHTS 20 1 Cl 5.417 21 B 22 1.672 51 1 20 CORNICE 1 WALL WASH UC4-r15 OP0ONS PANEL SHALL BE CONTROLLED BY CONTACTOR 'or AC RATING 1009 "A2" COFSJICE /WALL WASH tx.HRs GORwOE / WALL WASH UGHTS ID 25 1 1 el ct $e _ 1.812 23 25 - C A z4 28 _2417 0 _ Si i 1 20 20 67. 0 0 LIGHT3 SPARE LOAD [ESCRIP7579 BKR SUE BKR POLE wAT15 �T NO 7415E CCT NO WATTS ,o,BKR POLE BKR 519 LOAD CESCRPTION A2 ROUTE CIRCUIT THROUGH CONTACTOR SEE CONTACTOR DETAIL THIS SHEET, 20 1 0 27 " 6 m ❑ 1 3) SPARE TRACK5G+R5 2) 1 1.533 1 A 2 1,262 1 ID TR00<UGHT5 Bl ROUTE CIRCUIT THROUGH CONTACTOR "01" SEE CONTACTOR DETAIL THIS SHEET, <0705 20 T a _ a C_ 30 0 1 afi _ 50714E - TRACK LIGHTS 22 1 1,600 3 8 4 1,2130 1 a3 TTUCK UGHTS SPACE ONLY 1 31 a 32 2,334 TRACK LIGFHT5/ CABINET FD0URE5 a) 1 750 5 C 6 1.533 1 20 TRAM LI❑HTS 82 ROUTE CIRCUIT THROUGH CONTACTOR "B2" SEE CONTACTOR DETAL THIS SHEET, SPACE ONLY 1 33 B 34 7.534 3 30 APPAREL RETRIEVAL SYSTEM TRACK GHT5 / CABINET FIXTURES UFIXTURES79 31 1 7 A 8 1,500 1 27 TRACK UGHTS SPACE ONLY 1 35 _ C 36 5.534 TRACK LIGHTS N CA6r7ET FIXTURES 21 1 79 9 6 10 1,500 1 20 TRACK LIGHTS "C1' CONTACTOR NF1' 20 AMP 6 POLE ELECTRICALLY HELD F1 EXTERIOR NIGHT LIGHTS CONTACTOR PANEL. SPACE ONLY I 37 A 33 2.934 TRACK UGHTS/CARNET FIXRRES 20 1 760 11 C 12 1,59 1 20 TRACK LIGHTS C1 ROUTE CIRCUIT THROUGH CONTACTOR SEE CONTACTOR DETAIL THIS SHEET, SPACE ONLY 1 39 8 40 2,934 3 30 APPAREL RETRIEVAL SYSTEM TRACK UGHTS 21 1 1,533 13 A 14 0 1 21 TRACI( UGHTS ITGHTT43 CONTACTORS 20 1 al 41 c 42 2934 TRACK UGHTS 27 1 1s9 15 5 16 1,25 1 23 TRACK UGHTS D7 ROUTE CIRCUIT THROUGH CONTACTOR "D1" SEE CONTACTOR DETAIL 11115 SHEET. TYPE 3.7 SEASONAL RECEPTACLES 23 1 540 17 c_ 15 3W 1 2) SEASONAL CEILING RECEPTACLES SEASONALPLAS5A 1 7 17 PHASE B PFWSEC 26.669 W 15434 W 22,931 W CONNECTED 72,044 W 6710 DEMAND 84604 W 77210 was u. SEASONAL RECEPTACLES SPARE SPARE 23 a21 ID 1 1 - 540 - _ i9 21 23 A _ B C 23 22__ z6 39 353 360 - 1 1 1 _ 2❑ 20 - 20 SEASONAL CEILNC RECEPTACLES SEASONAL CEILING RECEPTACLES SEASONAL CEILING RecEPTACLESEl 02 ROUTE CIRCUIT THROUGH CONTACTOR "02' SEE CONTACTOR DETAIL 'E1' THIS SHEET, r 1 R HP5 $29-4 F PARKING LOT LTS HP5 #31-H F PARKING LOT LTS HP5 #33 1 H PARKING LOT LTS HP5 #35 -I F PARKING LOT LTS HP5 737 _7 F PARKING LOT LTS HP5 �36H1-PARKING LOT LTS HP5 #26 -I F PARKING LOT LTS HP528H1-PARKING LOT LTS HP5 ,30 -II- PARKING LOT LTS }{ r Z24V LIGHTING CONTROL RELAY CONTACTS FURNISHED BY HAS CONTROL CONTRACTOR, BY ELECTRICAL CONTRACTOR IN/NEAR FRONTSPARE ELECTRICAL EQUIPMENT ROOM CONTACTOR PANEL. V 57.9x6wccu.4Lvmot2W6couw165475 auLn7ma6:c ml�+cmmw SPARE 20 1 25 A a 3® 1 20 SEASONAL CEILING RECEPTACLES ROUTE CIRCUIT THROUGH CONTACTOR SEE CONTACTOR DETAIL THIS SHEET. SPARE ID 1 27 B 25 353 1 20 SEASONAL CEILNG RECEPTACLES SPARE 23 1 a1 C 33 1 SPARREE E2 ROUTE CIRCUIT THROUGH CONTACTOR 'E2' SEE CONTACTOR DETAIL THIS SHEET. A ID SPARE 23 1 33 B 34 4 20 SPARE F1 ROUTE CIRCUIT THROUGH 1' CONTACTOR 'F1' 5EE CONTACTOR DETAIL THIS SHEET. SPARE 20 1 35 0 36 1 ID SPARE SPARE 20 1 37 A 38 1 ID SPARE F2 ROUTE CIRCUIT THROUGH CONTACTOR "F2" SEE CONTACTOR DETAIL THIS SHEET. ID 1 39 8 40 1 ID SPARE SPARE 1 41 C 42 1 20 SPARE "01. G7 ROUTE CIRCUIT THROUGH CONTACTOR SEE CONTACTOR DETAIL THIS SHEET. PHA5E PHASE A 8540 w B 8700 W PHASE 5.820 W CONNECTED 23,160 W 6410 DEMAND 28.140 W 7810 G2 ROUTE CIRCUIT THROUGH CONTACTOR "G2' SEE CONTACTOR DETAIL THIS SHEET, MEZZANINE FRONT ELECTRICAL EQUIPMENT ROOM HP5 #32 -1 F PARKING LOT LTS CONTACTOR 'P' 30 AMP 70 POLE ELECTRICALLY HELD P PARKING LOT LIGJ-ITS PROVIDE UP TO (11) 277VAC CONDUCTORS BETWEEN MEZZANINE AND FRONT ELECTRICAL EQUIPMENT ROOM FOR LIGHTING AS SHOWN. rLPuvewv.e1•mPn13476>a m012C437600 CAM 12a06T6 oe 0:143m41 H1 ROUTE CIRCUIT THROUGH CONTACTOR "H1" SEE CONTACTOR DETAIL THIS SHEET. P ROUTE CIRCUIT THROUGH CONTACTOR "P" 5EE CONTACTOR DETAIL THIS SHEET. PANEL SCHEDULES 16 CONTACTOR DETAILS 4 E3 -PANEL SCHEDULES I NA I SCALE: NONE E3 -CONTACTOR DETAILS 1 NA I SCALE: NONE ONE UNE DIAGRAM CONDUCTOR SCHEDULE ' I ' :: IAtr_ 0 (4) SETS OF (4) $350 KCM)L 3" CONDUIT, 1j .NI -.17 DPB DPA r HP j LP5 -LP-41 '� XFTAR m I 75KVA' / •6 © (2) SETS OF (4) $350 KCMIL AND (1) #1 GROUND IN 3' CONDUIT, ©(4) #3 AND (1) #8 GROUND IN 1 1/Z' CONDUIT.XFURA U,BQ " Q �a MOP 1200AMP "-�N •N5113 -M- \ 75KV�� r I L BAS TELEPHONE0 CABINET BACKBOARD CABINET LP7 I0 0 (3) #2 AND (1) #6 GROUND IN 1 1/2' CONDUIT. - 1 I->< ...\\` L I J TOP VIEW © (4) #4/0 AND (1) #2 GROUND, & (1) #2 ISOLATED GROUND IN 2 1/2" FO6 TOP VIEW CONDUIT, MAXIMUM LENGTH OF SECONDARY CONDUCTORS SHALL NOT EXCEED 25'-0". - - AFD2 /_ FO5 3 8 O ,F07 / 44" / 44" 40" LIFT ASSEMBLY WITH 26-1 /8" - • ` FORK LIFT FORKS O (4) $4/0 AND (1) #2 GROUND IN 2 1/2" CONDUIT. ) 002 GROUND i0 BUILDING STEEL. ( (1) O (4) #1/0 AND (1) #6 GROUND IN 2" CONDUIT, MDP 1200A MLO F03 DPB DPA HP1 HP2 LP8 LP4 --- gA5 CABINET PHONE BOARD ,e____* j5 KVA XMFR LIFT ASSEMBLIES IN TWO SECTIONS MINUS TRANSFORMER 74? 5 KVA XMFR LP7 UNDER BY HILL 40" STEEL -PHOENIX PIPElei Q (2) SETS OF (3) x350 KCMIL AND (1) #1 GROUND IN 3' CONDUIT, 1 2 1 2 / LP8 / %/. r WITH FORKS UNDER STEEL PIPE BY HILL -PHOENIX, \ \\'I r 9/ % �'^•1• 1 ff ��i �jj•" �� J.: / -TA :.+T: i fj�j • T 1 TO BUILDING 1 3 4 3 4 ( ) $3/0 GROUND STEEL AND 1 ( ) #3/0 GROUND 10 MAIN WATER PIPE. _ 5 6 5 6 3 Cil 2 7 6 Al 61 D1 LP3 9 10 SPS G 1 C 1 E2 Nsnc•%1 . SERIES RATED NOTES BUSSED BUSSED F2• L_ �^ I' 0 HP5 ' %l. III�� j ,/� = MDP 1200AMP MLO DPB 600A MLO L I DPA 6000 MLO HP1 ODP ML0 HP2 25F MLO d LP8 2510 MOB G LP4 225E ML 8 1 Tf BAS CABINET (see sht Z) TELEPHONE BACKBOARD CABINET 2) T f ) _ - ., •NTACTO /TELA '- ^ 22 MLO I LP7 2257 MCB ("'(YIL� .. - i NYS �' �'"'ISPACE A i r E3 1 �/ Jdw� / 4 e'-tA' >t P. �;;100a 'MOP' 'DPA' "SERIES- SPACE 1) FEEDER BREAKER IN FEEDING PANEL SHALL BE RATED WITH PANEL ORA DISTRIBUTION BREAKERS TO PROVIDE AN INTERRUPTING coN44CT0R5 CONTACTORS CORAL RATING FOR 'MDP' 55,000 AMPS RMS. THE FEEDER BREAKER IN MDP FEEDING '078' FOq�^'I 1 PANEL Er SFWJ_ BE FULLY RATED. 2) FEEDER BREAKERS IN 'MOP' SHALL BE 'SERIES' RATED WITH DOWNSTREAM TO PROVIDE AN INTERRUPTING RATING FOR PANELBOARDS OF O POWER WALL #1 MEZZANINE 600A DPA (see sht °'ANEL # ;//J�j/�///p►�/ rq 6004 DPB ■ • o U z3 o c2 4L, . • ¢ , 1- 1 LP3 100,6 MLO 1 C•NTACT0.5 (ENTRY - _ -� D2 1_2P56,41PANELBOARDS 7 MLO l USE 3/4' EMT THROUGHOUT TECH BOARD LAYOUT 65,000 AM05 RMS. 1 C 3) PANELBOARDS DR OTHER EQUIPMENT THAT IS PROTECTED BY "SERIES" RATED 75KVA OVERCURRENT DEVICE UPSTREAM SHALL BE MARKED WITH A PERMANENT 75MR LABEL THAT INDICATES THE SHORT-CIRCUIT RATING OF THE SERIES COMBINATION AND CALLS OUT THE SPECIFIC REPLACEMENT OVERCURRENT DEVICE(S) THAT CAN BE UTILIZED. O O U 00 S I 1` "� 4-- it '_ ®E _ r�'i0BAI H 6 (I) O FAULT CURRENT SCHEDULE C.T. CABINET LOCATED PER UTILITY COMPANY WITH ON EXTERIOR WALL OF BUILDING STANDARDS. COORDINATE EXACT UTILITY COMPANY. FOB E _ _ ] E _ _ D L s INRFWAV : E 711 11 I 40 -,I, -1/4" DIA. _ \ 36 24' 24- 40 40 BO` . BOLT WITH F01 31.000 AMPS LOCATION 62 _ m' 124 ' SECTION #1 / / 46" 46" / BREAIK 136" SECTION REFER 0 ONE -LINE DIAGRAM, THIS SHEET FOR FLAT WASHERS LOCKNUT F02 29,844 AMPS 1-1/4' EMPTY CONDUIT BOND TD BUIL DING HP5 LP7CINIPPING 4- #2 / ELECTRICAL DISTRIBUTION SYSTEM CONNECTION DETAILS, FINAL DMENSIONS SHALL BE COORDINATED ANDSTRUCTURAL F03 UTILITY METER BUILDING PER LOCATED ON EXTERIOR WALL OF UTILITY COMPANY STANDARDS. STEELVERIFIED #3/0 GNI)CONNECTED TO BUILDING STEEL,260' GROUND 5500, AND GROUNDING ELECTRODE. / WITH POWERPLUS MANUFACTURER. 'I .I 1- 28,328 AMPS COORDINATE EXACT LOCATION WITH UTILITY COMPANY. BAS NOTES: 1) THIS DRAWING IS QUOTATION ONLY (NOT FOR CONSTRUCTION), 2) GALVANIZED FRAME CONSTRUCTION, rp/us 1 / ANCHOR r C.-,QUI'i JENCLOSURE 2' pW. BOLT, .' .. I'LQ`3P::,..-..,...J, F04 28,011 AMPS 1- CONDUIT FROM METER #3/0 GROUND CONNECTED TO COLO WATER PIPE AHEAp OF VALVE. BOND TO PIPE SHALL BE CABINET 7105 23,137 AMPS ENCLOSURE TO METERING HAS PANEL FOR PULSE TO HAS. O C.T.#2 CABINET 3/4" x 10 -0" MADE WITHIN THE FIRST FIVE FEET OF THE MAIN LP6 F06 25,778 AMPS SIGNAL WIRE LONG COPPER WATER PIPE ENTRANCE TO THE BUILDING, 02 .3)ENTIRE ASSEMBLY IS U.L. LISTED. 4) INTEGRATED WIRING, INCLUDING CONTACTORS PER ONE LINE. 5) RELAYS & BAS ARE CUSTOMER SUPPLIED & HILL -PHOENIX INSTALLED az WIRED. ISOLATED BARRIER FOR FIELD WIRED LOW VOLTAGE CONTROLS. Electrical Contractor shall be responsible for the purchase of the Hill PHOENIX 'Power Plus" product. EC shall provide a purchase order to Hili PHOENIX 6 SUPPLIED BY CUSTOMER, SIDE VIEW POWERPLUS ANCHOR BRACKET #300060. 'IYP FRONT 1j):W CLAD GROUND ROD -1 #4 AWG CONCRETE ENCASED H1 F07 3,995 AMPS UT1LfTY COMPANY - - 1" -f GROUNDING ELECTRODE 20' IN LENGTH. P TRANSFORMER r ) "''"" 6) TRANSFORMER LP8 10 WIRE SENT LOOSE TO BE REINSTALLED BY E.C. 7) E.C. SHALL RE -TIGHTEN ALL W1RING AFTER SHIPPING 8) POWERWALL LOCATED ON MEZZANINE SHALL BE TRANSPORTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE STRUCTURAL ENGINEER OF RECORD, AND THE FOLLOWING REQUIREMENTS: POWERWALL SHALL HE TRANSPORTED ACROSS THE MEZZANINE FLOOR minimum af eight weeks prior to dolivery. (This Ensures that a manufacturing production slot is made available). Contort Hill PHOENIX at 1-800-518-6630 X 3251 orYi0 E mail edokohls@hillahoenix.com forcin "as built" pricing, EACH KR TO CONSIST OF THE FOLLOWING: (4) ANCHORING BRACKETS #300060 (8) 1 4-20x3 4 HEX WH HD BOLTS 03537 8 / / # O F08 5,190 AMPS CONTACTORS I F01 POWER r Y9 R �g - FRONT ELECTRICAL ROOM 1N,1 Y AL.L. #2 WALL ONLY AFTER THE CONCRETE FLOOR HAS CURED FOR A MINIMUM OF 7 DAYS. POWERWALLS SHAT BE TRANSPORTED USING TWOcoor PALLET JACKS AT EACH END OF THE UNIT OR WITH ONE PALLET JACK OVER 6 FOOT LONG PLANKING SET PERPENDICULAR FROM JOIST TO JOIST ALONG THE PATH OF TRAVEL THE CONCENTRATION OF THE LOAD ON ONE PALLET JACK CAN OVERSTRESS THE NOTE: and delivery PHOENIX NOTE: Cd deli Hill PHOENIX weeks prior to twoon leeks prix delivery date to delivery. 1/4 FLAT WASHERS #01159 (8) 1/4-20 FLANGED LOCK NUT #03509 e) 4' PVC TO PROPERTY UNE FOR UTILITY COMPANY Oj SLAB WITHOUT PLANKING TO SPREAD THE LOAD OVER THE SLAB. established confirm I CABINET SIDE ANCHORING DETAIL 1 ESTIMATED WEIGHT: 5,500 LBS. SECTION 1 = 3,250 LBS. SECTION 2 = 2,250 LBS. POWERPLUS DISTRIBUTION DETAIL 30 ONE -LINE DIAGRAM 6 53-POWERPLUS DETAIL I NA I SCALE: NONE E3 -ONE -UNE DIAGRAM 112/22/20051 SCALE: NONE KOHL'S - TUKWILA, WA MINKLER BLVD. & SOUTHCENTER PKWY TUKWILA WA 98188 DEVELOPED BY: KOHL'S DEPARTMENT STORES, INC. N56 W(7000 RIM -WOOD DRIVE MENOMONEE FALLS, WISCONSIN 53051 TEL• (262) 723-7000 FAX (262) 703-7105 11152 THIS SHEET I5 PART OF THE CON51R SPECIFICATIONS APPLY. THAT 5710 BE USED AS A SHOP DRAWING; TO CONFORM TO STYE 6095044 LOCATIONS AND DIMENSIONS OF SHOWN ON THEIR RESPECTIVE REFERENCE AND SHALL BE ASAIMES NO 1.1881L1TT FOR Di RESPON5OIIITT IS ASSUMED F PROFE5'a10NAL ENGINEER 4-4S LARSON 8INK- Larson Binldey. Inc, 6363 CMlege Blvd., Suite 4-00 Overland Park, KnnsW 66211 T 913-303-2621 F 913-383-2031 07 INFORMATION ON THIS DRAWING TAXES PRECEDENCE OVER 1HE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFLICTING INFORMATION, NO. DATE BY DESCRIPTION A RECEIVED -. V E1giTERINITA- JAN 0 9 2007 PERMITCEITER co 0 PANEL SCHEDULES, CONTACTOR N DETAILS, AND ONE -LINE DIAGRAM N SCALE: NONE SHEET: PROJECT #: LBI 01200676.09 DRWN BY: AAS CHKD BY: GLB BLDG. SUBMITTAL: 10/12/06 E3 m NIL WORK INC LUDLS PROVIDING NEW MATERIALS, FIXTURES. DEVICES AND ACCLSSORIES NLCESSAFIY FOR A COMPLEIE FUNCTIONING ELECTRICAL SYSTEM. THE WORK ALSO INCLUDES FINAL CONNECTIONS TO MECHANICAL EQUIPMENT ITEMS PROVIDED BY OTHERS. ALL WORE SHALL BE IN ACCORDANCE WITH THE AUTHORITY HAVING JURISDICTION, OR ORDINANCES AND SUBJECT TO INSPECTION. THF INTI NT OF THE DRAWINGS IS TO INDICATE THF GENERAL EXTENT OF WORK REQUIRED FOR THE PROJECT. THE DRAWINGS FOR ELECTRICAL WORK ARE DIAGRAMMATIC, SHOWING THE LOCATION. TYPE, DEVICES AND EQUIPMENT REQUIRED. THE DRAWINGS SHALL NOT BE SCALED FOR EXACT MEASUREMENTS. PROVIDE ALL FIXTURES, DEVICES ACCESSORIES, OFFSETS, AND MATERIALS NECESSARY TO FACILITATE THE SYSTEM'S FUNCTIONING AS INDICATED BY THE DESIGN AND THE EQUIPMENT FURNISHED BY OTHERS. COORDINATE WITH WORK OF OTHER SECTIONS, AND WITH THE CONSTRAINTS OF THE EXISTING CONDITIONS OF THE PROJECT SITE. VERIFY EXISTING CONDITIONS BEFORE BIDDING. REFER TO ARCHITECTURAL/EQUIPMENT DRAWINGS FOR ADDITIONAL INFORMATION REGARDING EQUIPMENT AND CASEWORK, AND ELECTRICAL CONNECTIONS REQUIRED. COMPLY WIM ALL LAWS APPLYING TO ELECTRICAL INSTALLATIONS IN EFFECT, AND WITH THE MOST RECENT EDFITON OF THE NATIONAL ELECTRICAL CODE. ALL MATERIALS USED SHALL BE NEW AND SHALL_ CONFORM TO THE STANDARDS ESTABLISHED BY UNDERWRITERS LABORATORIES INC. VERIFY SIZE OF ELECTRICAL SYSTEM BREAKERS, CONDUIT ETC. FOR EQUIPMENT CONNECTIONS. PANEL BOARDS SHALL BE AS MANUFACTURED BY SQUARE D, GENERAL ELECTRIC, SIEMENS. CUTLER HAMMER OR WESTINGHOUSE, MEETING UL STANDARDS 5D AND 67 WITH UL LABEL. ALL PANELBOARDS, SWITCHBOARDS AND UNE VOLTAGE CONTROL EQUIPMENT 51 -ALL BE FIELD MARKED TO WARN QUALFIED PERSONS OF POTENTIAL ELECTRIC ARC FLASH HAZARDS. MARKING SHALL SE LOCATED SO AS TO BE CLEARLY VISIBLE TO QUALIFIED PERSONS BEFORE EXAMINATION, ADJUSTING, SERVICING OR MAINTENANCE OF EQUIPMENT. MARKING SHALL BE SELF ADHESIVE, COMMERCIAL LABEL CONFORMING TO NEC 110.16 AND ANSI Z535.4 AS MANUFACTURED BY IDEAL OR APPROVED EQUAL. BREAKERS: THERMAL MAGNETIC TYPE, QUICK -MAKE, QUICK -BREAK, BOLT -IN TYPE OF SINGLE UNIT CONSTRUCTION. TWO AND THREE POLE BREAKERS SHALL BE SINGLE UNIT COMMON TRIP TYPE. BREAKERS USED AS SWITCHES FOR 120V LIGHTING CIRCUITS SHALL BE APPROVED FOR THAT USE AND MARKED "SWD". WHEN NEW BREAKERS ARE INSTALLED INTO EXISTING PANELS, NEW BREAKERS SWJ.J_ BE OF SAME MANUFACTURER AS EXISTING PANEL AND BE OF EQUAL OR GREATER AC RATING AS EXISTING PANEL. CABINETS SHALL BE DNE PIECE CODE GAGE GALVANIZED STEEL WITH MOUNTING SKIDS, WIRING GUTTERS OF AMPLE SIZE AND KNOCKOUTS FOR CONDUIT CONNECTIONS AS REQUIRED. BUS BARS SHALL BE 98% CONDUCTIVE COPPER, ALUMINUM. OR COPPER -CLAD ALUMINUM. FRONTS SHALL BE DNE PIECE CODE GAGE FURNITURE STEEL WITH ADJUSTABLE FASTENERS. PROVIDE SURFACE MOUNT UNITS UNLESS OTHERWISE INDICATED, PROVIDE PLASTIC COVERED TYPEWRITTEN SCHEDULE IDENTIFYING ALL BRANCH CIRCUITS INSIDE EACH CABINET. PROVIDE DRY -TYPE ENERGY EFFICIENT TRANSFORMER WHICH SHALL BE NEMA TP -1 TYPE, ENCLOSED AND VENTILATED WITH KVA AND VOLTAGE RATINGS AS CALLED FOR ON THE DRAWINGS, WITH (150) DEGREE CLASS H INSULATION AND MINIMUM OF 51X 2-1/2% TAPS. SOUND LEVEL SHALL BE LOW AND INSTALLATION SHALL INCLUDE KORFUND OR EQUAL VIBRATION DAMPENING MOUNTS AND FLEXIBLE STEEL CONDUIT FOR PRIMARY AND SECONDARY CONNECTIONS TO MINIMIZE SOUND TRANSMISSION. GROUNDING SYSTEM: PERMANENTLY AND EFFECTIVELY GROUND ALL METALUC CONDUIT, SUPPORTS, CABINETS, PANEL BOARDS AND SYSTEM NEUTRAL CONDUCTORS. MAINTAIN CONTINUITY OF EQUIPMENT GROUND THROUGHOUT THE SYSTEM, GROUND CLAMPS SHALL BE APPROVED TYPE, SPECIFICALLY DESIGNED FOR GROUNDING. WHERE GROUNDING CONDUCTORS ARE ENCLOSED IN CONDUIT, GROUND CLAMP SHALL 8E OF TYPE WHICH GROUNDS BOTH CONDUCTOR AND CONDUIT. ALL CIRCUITS IN FLEXIBLE METAL CONDUIT (6'-0" MAXIMUM LENGTH) SI -AL_ INCLUDE A GROUND WIRE SIZED IN ACCORDANCE WITH NEC TABLE 250-95. 512E CONDUIT TO COMPLY WITH NEC FOR NUMBER AND SIZE OF CONDUCTORS INSTALLED, MINIMUM 1/2" ABOVE GRADE. ALL CONDUIT INSTALLED HORIZONTALLY ABOVE CEILING SHALL BE SUPPORTED FROM BUILDING STRUCTURE. NO CONDUIT SHAI1 DE SUPDQEM FROM CEILING GRID OR GRD wI555. PROVIDE RIGID STEEL CONDUIT OR PVC BELOW GRADE, MINIMUM 3/4". PROVIDE ELECTRICAL METAL TUBING (EMT) OR 'MC' CABLE FOR INTERIOR LOCATIONS. EMT CONNECTORS AND COUPLINGS SHALL BE SET- SCREW TYPE. CLAMP CONDUIT TO BOXES WITH BUSHINGS INSIDE AND LOCKNUT OUTSIDE. FLD(IBLE METAL CONDUIT MAY BE USED IN LENGTHS 6' OR LESS. CONDUCTORS: INSULATED SOFT ANNEALED 98% PURE COPPER WITH COLOR CODING, B AND 5 GAGE, #1O AND SMALLER TO BE SOLID, #8 AND LARGER TO BE STRANDED, MINIMUM #12 UNLESS OTHERWISE INDICATED. AT THE CONTRACTORS OPTION, ALUMINUM CONDUCTORS WILL BE ALLOWED FOR COPPER SIZED 3/0 AND LARGER, BUT SIZE SHALL BE INCREASED TO EQUAL OR EXCEED THE COPPER AMPACITY IN ACCORDANCE WITH NEC ARTICLE 310. RACEWAYS AND PULL BOXES SHALL_ 8E INCREASED TO CONFORM TO NEC. ALL ALUMINUM CONDUCTORS MUST BE MADE OF AA -8000 SERIES ALUMINUM ALLOY. ALUMINUM CONDUCTORS SHALL BE TERMINATED WITH COMPRESSION TYPE LUGS. NO SET SCREW LUGS ALLOWED. ALL EQUIPMENT SHALL BE PROVIDED WITH CU/AL 75"C TERMINAL LUGS. ALL INSULATION SHALL BE RATED FOR 50OV AND TYPES AS FOLLOWS: #10 AND SMALLER: THHN; #8 To #4/0: THHN; SERVICE ENTRANCE: USE-RHW OR XHHW-AL; OVER #4/0 ORDINARY SERVICE: THHN; OVER #4/0 WET OR HOT SERVICE: THHW; WIRE THROUGH FLUORESCENT FIXTURES OR WITHIN 3' OF HEATING EQUIPMENT: THHN SUBJECT TO APPROVAL OF AUTHORITY HAVING JURISDICTION, MODULAR LIGHTING WIRING SYSTEMS ARE ACCEPTABLE (LITHONLA RELOC OR APPROVED EQUAL). IF MODULAR WIRING SYSTEMS ARE USED THE FOLLOWING APPLIES: UGHT FIXTURE TYPES A, C. F, AND G WILL BE FURNISHED WITH MODULAR WHIPS TI -IAT PLUG INTO THE MODULAR WIRING SYSTEM, THE MODULAR WIRING WILL BE FURNISHED AS PART OF THE UGHT FIXTURE PACKAGE. CONTRACTOR 15 RESPONSIBLE FOR INSTALLATION OF THE SYSTEM. DEVICES SHALL BE MANUFACTURED BY LEVITON OR EQUAL. ALL DEVICES AND COVER PLATES SHALL BE WHITE COLOR. STANDARD DUPLEX RECEPTACLES SHALL BE GROUNDING TYPE, 20A, NEMA WD -2 STANDARD 5-20R. BACK AND SIDE WIRED. ISOLATED GROUND RECEPTACLES SHALL BE LEVITON 5262 -IG A40 ORANGE IN COLOR. OTHER DEVICES 51-LALL BE AS INDICATED ON THE DRAWINGS, OR AS REQUIRED BY THE EQUIPMENT ITEM INTENDED TO BE SERVED. WHERE SWITCHES ARE GROUPED, PROVIDE GANGPLATES. NO RESIDENTAL GRADE DEVICES ALLOWED. LAYOUT BRANCH CIRCUIT WIRING AND ARRANGEMENT OF HOME RUNS FOR MAXIMUM ECONOMY AND EFFICIENCY. INCREASE WIRE SIZE IF VOLTAGE DROP EXCEEDS 3% OR CIRCUIT LENGTH EXCEEDS 100 FEET. CONCEAL WIRING SYSTEM ABOVE SUSPENDED CEIUNGS OR IN WALL WHERE POSSIBLE. INSTALL CONDUIT AND MC CABLE PARALLEL TO BUILDING ONES, AND TO CLEAR ALL OPENING, DEPRESSIONS, PIPES, DUCTS, STRUCTURE, ETC. SUPPORT PER NEC. INSTALL CONDUIT CONTINUOUS BETWEEN BOXES AND CABINETS WITH NO MORE THAN FOUR (4) 90 DEGREE BENDS. SECURELY FASTEN IN PLACE WITH STRAPS, HANGERS AND STEEL SUPPORTS AS REQUIRED. REAM CONDUIT ENDS BEFORE INSTALLATION AND THOROUGHLY CLEAN BEFORE INSTALLATION. OPENINGS SHALL BE PLUGGED OR COVERED TO KEEP CONDUIT TERMINALS ON SWITCHES AND OUTLETS 51-LALL NOT BE USED TO "FEED THRU" TO THE NEXT SWITCH OR OUTLET. THE DISCONNECTION OR REMOVAL OF A RECEPTACLE, FIXTURE, OR OTHER DEVICE FED FROM A BOX SHALL NOT INTERFERE WITH OR INTERRUPT THE CONDUCTOR CONTINUITY. ADJUSTING AND TESTING: ALL ELECTRICAL EQUIPMENT SHALL BE ADJUSTED AND TESTED FOR PROPER OPERATION. COMPLETED WIRING SYSTEM SHALL BE FREE FROM SHORT CIRCUITS. TOUCHUP AND CLEANING: TOUCHUP OR REFINISH DAMAGED SURFACES OF FIXTURES AND EQUIPMENT EXPOSED TO VIEW. CLEAN FIXTURES, GLASSWARE AND LAMPS BY APPROVED METHODS, READY FOR USE, #12 SAFETY WIRE TIED TO SAF EIY WINE SUPPORI HOLES & FASTENED TO SUILDING STRUCTURE. PROVIDE MINIMUM (2) SAFETY WIRES PER LIGHT I IXIURE, PLACED Al DIAGONAL CORNERS, OR AS REQUIRED BY AUTHORITY HAVING JURISDICTION. STRUCTURE LIGHT FIXTURE SAFETY WIRE SUPPORT HOLE TYPICAL HILTI CC27 CUP GR APPROVED EQUAL SEISMIC RESTRAINT CUP MINIMUM (4) PER LIGHT FIXTURE. SECURELY ATTACHED TO CEIUNG GRID -TYPICAL EXPOSED T -BAR CEILING NOTES: 1) FIXTURE INSTALLATION SHALL COMPLY WITH ASTM C636-96 AND 1997 UBC SECTION 25.213. 2)ALL WIRES SHALL 55 TAUT WITH MINIMUM OF 3 TIGHT TURNS AROUND SELF. FIXTURE SUPPORT E4 -FIXTURE SUPPORT 112/22/2005L SCALE: NONE 19 LIGHT TRACK SUPPORT WIRE. DD NOT USE CEILING SUPPORT WIRES. (TYPICAL) BUILDING "r• STRUCTURE HILT CC27 CUP OR APPROVED EQUAL EXPOSED T -EAR CEILING #12 SUPPORT WIRE TIED TO CADDY #IDS SUPPORT CLIP (OR EQUAL) & FASTENED TO BLDG. STRUCTURE. MINIMUM (2) SUPPORT WIRES PER LIGHT TRACK MAXIMUM 48 INCH ON CENTER. IF CEILING SYSTEM 15 FIRE RATED, WIRES ARE TO BE DISTINGUISHABLE BY COLOR OR TAGGING PER NEC 300.11(1). TRACK FIXTURE SUPPORT E4 -TRACK SUPPORT 112/22/20051 SCALE: NONE 20 CORNICE LIGHT CORNICE NOTES: CORNICE LIGHTS SHALL BE ATTACHED TO CEILING GRID WITH CADDY CUPS. USE 4' AND 3' LAMPS ONLY. CIRCUIT THROUGH CONTACTOR C. REFER TO CONTACTOR DETAILS. • REFER TO LIGHTING FIXTURE SCHEDULE FOR FIXTURE DESCRIPTIONS. • CORNICE LIGHTING FIXTURES SHALL FILL SPACE BETWEEN WING WALLS AND SHALL BE MOUNTED NO MORE THAN 12" FROM WING WALL CENTERED BETWEEN WING WALLS. • CORNICE UGHT FIXTURES SHALL NOT OVERLAP AT CORNERS. " REFER TO "CORNICE (SALES FLOOR) DETAIL" ON DS1 FOR INSTALLATION REQUIREMENTS. 1,10 T WALL CORNICE L GHT CORNICE LIGHTING 54 -CORNICE LIGHTING 112/22/20051 SCALE: NONE 21 ROOF PROVIDE CONDUIT WITH PULLTAPE TO CONTROLLER. CONDUIT SHALL BE INSTALLED WITHIN WALL. HUNTER MINI CLICK RAINSWITCH ON 12" LONG EXTENSION PROVIDED BY IRRIGATION CONTRACTOR. DO NOT ATTACH TO PARAPET COPING. ELECTRICAL WATERTIGHT JUNCTION BOX. INSTALL A5 HIGH AS POSSIBLE ON BUILDING WALL. RANSWITCH MUST BE IN A LOCATION WHERE RAIN WILL FALL ON IT EVEN IE WIND IS BLOWING. ALL WIRES SHALL 8E IN CONDUIT. ALL ELECTRICAL MATERIALS SHALL BE U.L APPROVED FOR EXTERIOR USE AND MEET NEC REQUIREMENTS. WHEN TILT -UP CONSTRUCTION IS USED, CONDUIT SHALL BE ROUTED ON THE INSIDE SURFACE OF THE TILT -UP WALL TYPE SYMBOL DESCRIPTION MANUFACTURER CATALOG NUMBER LAMPS MOUNTING Fl XT. VOLTS FIXTURE WATTS NOTES A 0 2'x4'; 3 LAMP; 18 CELL; 3' DEEP PARABOLIC LOWER 5E141 -SPECULAR SILVER (STANDARD) W/ ELECTRONIC UTHONIA 2PM3N-G-B-3-32-18LD-277-1/3- TUBIXL-LPSMB35EX W/ 010277 - (3) 32W TB (48") RECESSED 277 76 0000 PVC CONDUITS 2" THRU 4" CAJ2038 CA12045 CA.2124 BALLAST. 75% LUMINAIRE EFFICIENCY FC2033 12/2013A INSTALLED FIRESTOP COLLAR FIRESTOP COLLAR WRAP STRIPS - CAJ3154 WJ3022 - 6 555100 SEALANT SAME AS 'A' EXCEPT CIRCUITED FOR UNSWITCHED NIGHT LIGHT CIRCUIT. LITHONIA 2PM3N-G-B-3-32-18L0-277-1/3- TUBIXL-LPSM835EX (3) 32W TB (48") RECESSED 277 76 ®®(:3® C 0 2'x2': 2 LAMP: 9 CELL; 3' DEEP PARABOLIC LOUVER SEMI -SPECULAR SILVER (STANDARD) W/ ELECTRONIC BALLAST. 75% LUMINAIRE EFFICIENCY UTHONIA 2PM3N-0-B-2-U316-9LD-277-TUBIXL- LPSMB35EX W/ QFC277-12/2013A INSTALLED (2) 2', U -BENT, T8, 32 WATT, 6" LEG SPACING RECESSED 277 51 0000 0 2'12'; 2 LAMP; PATTERN 12 (PRISMATIC) ACRYLIC LENS TROFF1J4 W/ ELECTRONIC BALLAST. 83% LUMINAIRE EFFICIENCY LITHONIA 2615-2-U316-A12125-277V-TUBIXL W/ QFC277-12/2G13A INSTALLED '2GT8-3-32-A12125-277-1/3- (2) 2', U -BENT, T8, 32 WATT, 6" LEG SPACING RECESSED 277 51 0000 0 2'x4'; 3 LAMP; PATTERN 12 (PRISMATIC) ACRYLIC LENS LITHONIA TUBI XL- (3) 32W T8 (48') RECESSED 277 76 TROFFER W/ ELECTRONIC BALLAST. 83% LUMINAIRE LPSM835EX W/ QFC277-12/2G13A 0000 EFFICIENCY INSTALLED H IMI SAME AS 'G' EDOCEPT CIRCUITED FOR UNSWITCHED NIGHT LIGHT CIRCUIT. 2CT8-3-32-A12125-277-1/3-TUBIXL- LP5M835EX (3) 32W 58 (49") RECESSED 277 76 0000 171GROUND MOUNTED FLOOD LIGHT KIM LIGHTING AFL21/400MH277/WH-P W/STANCION 400W METAL HALIDE SURFACE 277 461 VERIFY INSTALLATION LOCATION WITH MOUNT #SM2/BL-P. KOHL'S CONSTRUCTION MANAGER. 0 18 . • 8' DOUBLE TUBE FLUORESCENT FIXTURE (4) 4'-0" TUBES. UTHONIA TC-2-32-277-TUBIXL (4) 32W 08 (48") SURFACE 277 101 00 LBS SAME AS 'L8' EXCEPT MOUNT TO SIDE OF SHELVING UNIT'S (APPROXIMATELY 8'-0" Arr.) W/WIRE GUARD. UTHONLA TC-2-32-277-WGCUN-TUBIXL (4) 32W TB (48") SURFACE 277 101 0® L6 6' DOUBLE TUBE FLUORESCENT FIXTURE (4) 3'-0" TUBES. UTHONLA TC-2-25-277-TUBIXL (4) 25W TB (36") SURFACE 277 78 O® 14 1--•—' 4' DOUBLE TUBE FLUORESCENT FIXTURE (2) 4'-0" TUBES. LITHONIA C-2-32-277-TUBIXL (2) 32W T8 (481 SURFACE 277 51 00 L4S 1--. SAME AS "L4", EXCEPT MOUNT TO SIDE OF SHELVING UNITS (APPROXIMATELY 8'-0" AFF.) W/WIRE GUARD. UTHONIA C-2-32-277-WGCUN-TUBIXL (2) 32W T8 (48") SURFACE 277 51 ®C) L3 I --.-I 3' DOUBLE TUBE FLUORESCENT FIXTURE (2) 3'-0" TUBES. UTHDNIA C-2-25-277-TUBIXL (2) 25W T8 (361 SURFACE 277 39 O® 2' DOUBLE TUBE FLUORESCENT FIXTURE (2) 2'-0" TUBES. UTHDNLA C-2-17-277-TUBIXL (2) 17W T8 (24") SURFACE 277 31 00 M Q PULL DOWN ADJUSTABLE ACCENT UGHT INDY 0150R SYLVANIA 75 PAR 38/CPP/SP9 RECESSED 120 75 /130V. #15450 P ii 4'-0" UP/ON FLUORESCENT WALL MOUNT UTHONIA WP- 2-32-277- TUB( XL-LPSMB35EX (2) 32W T8 (481 WALL 277 51 O® 02 ii WALL WASH UTHONIA WW-02-14T5-MVOLT-IRLS (2) 14W T5 (24') RECESSED 277 34 10 04 (= WALL WASH UTHONIA WW-G2-28T5-MVOLT-IRLS (2) 28W 15 (48') RECESSED 277 64 10 R = SURFACE WRAPAROUND FIXTURE LITHONLA AW-3-32-277-TUBIXL-LPSM835EX (3) 32W T8 (48") SURFACE 277 76 00 5 y WALL MOUNT FOR GATEWAY HALO KIM CFL1-70P1AH2-WH-P W/ ARCHITECTURAL 70W METAL HALIDE SURFACE 277 84 POSUION LIGHT TO AIM DIRECTLY WALL MOUNT JW/WH-P SACK HORIZONTALLY. )24 DOWN LIGHT UTHONIA LP6H-100M-277-608 1OOW MP100/C/U/MED RECESSED 277 12D © FIXTURE TRIM SHALL BE WHITE. U r^ DOWN LIGHT UTHONIA LP6H-7014-277-608 70W 14570/C/U/MED RECESSED 277 84 0 FIXTURE TRIMSHALL BE WHITE. V f'"1 SHOEBOX LIGHT FIXTURE UTHONLA KAD-175-R3-277-WBD04-PER-DDB 17515 METAL HALIDE WALL 277 210 MOUNT 4'-0" ABOVE DOORS Y_ . _ _ _ _ UNLESS NOTED OTHERWISE. W n DOWN LIGHT LITHONIA L0./-13DTT-27711-J01A 13W TWIN TUBE FLUORESCENT RECESSED 277 13 v v TRACK LIGHTING COOPER HALO POWER TRACK W/ 17005 FIXTURE: SYLVANLA 75 PAR 38/CAP/SP9 SURFACE 120 75 MOUNT 6'-0" FROM WALL CENTERED TRACK AND FIXTURE COLOR -WHITE /130V. #15450 ON WALL vvv TRACK LIGHTING COOPER HALO POWER TRACK W/ L700P FIXTURE: SYLVANIA 75 PAR 38/CAP/SP9 SURFACE 120 75 MOUNT 8'-0" FROM WALL, CENTERED TRACK AND FIXTURE COLOR -WHITE /13011. #15450 ON WALL TB x TRACK LIGHTING COOPER/ HALO POWER TRACK W/ CONTECH PHIWPS 50 PAR30S/NAL/NSP10 SURFACE 120 44 CONTECH CTL2830-P-PUL FIXTURE. TRACK AND PRODUCT 1126357-4 0 FIXTURE COLOR WHITE "d EMERGENCY LIGHT W/ BATTERY UNIT AND ADNA DIAGNOSTICS EMERGI-UITE #12RSM36-2150-KDS (2) 20W MR16 LAMPS SEMI -RECESSED 277 BATTERY SHALL HAVE MINIMUM 90 MINUTE OPERATION. ...,S EMERGENCY UGHT W/ BATTERY UNIT AND ADNA DIAGNOSTICS EMERGI-UTE #12JSM-2150-KDS (2) 20W MR16 LAMPS SURFACE 277 BATTERY SHALL HAVE MINIMUM 90 MINUTE OPERATION. ®I ILLUMINATED EDGE UT LEO EXIT SIGN w/ BATTERY UNIT MULE CEL-X-B-R-W-RMK-SD LED UNIVERSAL 120 MORE THAN ONE CHEVRON /277 INDICATES DOUBLE FACED FIXTURE. ORDER ACCORDINGLY ® RECESSED EMERGENCY LIGHT EMERGI-UTE EF35(HI) 18W RECESSED 12V - — - ----- EF11(1.15) 1815 REMOTE EMERGENCY LIGHT HEAD (SINGLE HEAD) EMERGI-UTE SURFACE 12V wT, EMERGENCY BATTERY PACK W/ NO HEADS EMERGI-LRE 12JSM36-0-KDS NO HEADS SURFACE 277/12 MOUNT ABOVE ACCESSIBLE CEILING WHERE POSSIBLE. BATTERY SHALL HAVE MINIMUM 90 MINUTE OPERATION. INDUSTRIAL CEILING FAN LEADING EDGE #48201 FAN 48" W/ SPEED CONTROL NA SURFACE 120 REFER TO DETAIL 6/54 000013 0 LIGHT FIXTURE PACKAGE SHALL BE FURNISHED BY KOHL'S. FIXTURES WILL BE DELIVERED TD JOB SITE. 0 ALL FLUORESCENT LAMPS SHALL BE SYLVANIA T-8 OCTRON 800 XP Lam (35025, 85 CRI). CONTRACTOR I5 RESPONSIBLE FOR TIMELY UNLOADING OF DELIVERY AT JOB SITE. SHORTAGES OR DAMAGE SHALLl',..D LIGHT FIXTURES SHALL NOT HAVE RETURN AIR FUNCTION. BE REPORTED TO KOHL'S PURCHASING COORDINATOR (MARK ANDRETZ KY ® 262-703-2160) WITHIN 4-8 HOURS. IF NOT REPORTED WITHIN 48 HOURS OF DELIVERY, CONTRACTOR ASSUMES RESPONSIBILITY FOR REPLACEMENT. 0 H,I,D FIXTURES TO BE INSTALLED WITH CLEAR OR COATED LAMPS AS RECOMMENDED BY FIXTURE MANUFACTURER. CONTRACTOR SHALL BE CONTACTED BY KOHL'S PURCHASING COORDINATOR TO COMMUNICATE FIXTURE DELNERY. A Oj CONTRACTOR SFWJ_ BE RESPONSIBLE FOR LABOR COMPONENT FOR ONE YEAR FROM THE DATE OF TURNOVER FOR GENERAL TIME FRAME WILL MORE ESTABLISHED LONE WITH THE PROJECT MANAGER. AS PRODUCT MAY BE SHIPPED FROM REPLACEMENT OF BALLASTS AND LAMPS FOR LIGHT FIXTURES. (MATERIALS FURNISHED TO PROJECT SITE BY DIFFERENT WAREHOUSES, THAN ONE SHIP DATE MAY BE ESTABLISHED. OWNER). O INSTALL LIGHTING FIXTURES IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, AND REQUIREMENTS OF 0 282 AND 2X4 FLUORESCENT FIXTURES ARE FURNISHED WITH LAMPS PRE-INSTALLED IN THE FIXTURES. THE AUTHORITY HAVING JURISDICTION. 0 LAMPS FOR FIXTURES ARE OWNER FURNISHED AND ARE INCLUDED IN THE UGHT FIXTURE PACKAGE. O ALL ELECTRONIC BALLASTS SHALL BE UNIVERSAL LIGHTING TECHNOLOGIES TRIAD 'EL'. 0 ALL ELECTRONIC BALLASTS SHALL BE UNIVERSAL UGHTING TECHNOLOGIES TRIAD ACCU-START. RAINSWITCH CONDUIT E4-RAINSWITCH CONDUIT 112/22/20051 SCALE; NONE 22 LIGHT FIXTURE SCHEDULE o ® 0® 54 -LIGHT FIXTURE SCHEDULE 112/22/20051 SCALE: NONE 4 1 1/2" BUSHING SERVICE HEAD 1 1/2" RIGID CONDUIT FASTEN TO JOIST WITH MECHANICAL FASTENERS. MUSIC/RECEIVER SYSTEM ANTENNA SHALL BE ATTACHED TO MAST AND EXTEND TO HEIGHT AS REQUIRED. ADDRESSABLE FIRE ALARM PANEL WITH BATTERY 6905 -UP. TIE FACP (FIRE ALARM CONTROL PANEL) TO SECURITY PANS (CABLE 6 SECURITY CONTRACTOR). SECURITY PANEL IS MONITORED BY A 24 HOUR SERVICE. THE FACP 5HPl_ BE UL APPROVED. PANEL SHALL BE FIRE -LITE ,MS92000DLS. ELECTRICAL CONTRACTOR 15 RESPONSIBLE FOR FINAL DESIGN OF FIRE ALARM SYSTEM. PROVIDE ALL OTHER ACCESSORIES AS REQUIRED BY CODE AND LOCAL REQUIREMENTS, 14015; FIRE ALARM INSTALLER SHALL PROVIDE ONE AREA PHOTOELECTRIC 05IEOTOk 08 CEILING DIRECTLY ABOVE FIRE ALARM CONTROL PANEL LOCATED IN THE MDF ROOM IN ACCORDANCE WITH NEPA 72:1-5.0. 120 VOLT SUPPLY IN El FACP ® ID ID CI 02 0]El ❑I E1 DUCT DETECTORS SHALL BE FURNISHED AND WIRED BY FIRE ALARM CONTRACTOR AND INSTALLED BY MECHANICAL CONTRACTOR, 00000� CONNECT TO SECURITY PANEL ANNUNCIATOR PANEL AT FRONT ENTRANCE. 111 TYPE OF PENETRATION CONCRETE OR MASDNARY GYPSUM BOARD/FRAME "SPECSEAL FIRE5TOP" PRODUCTS FLOORS UL SYSTEM# WALLS UL SYSTEM# FLOORS UL SYSTEM# WALLS UL SYSTEM# METAL CONDUITS 4" MAX. CA.J1060 CAJ1213 CAJ1198 CAJ1080 51/030 CA11198 FC1010 WL1049 WLIOB8 W11062 553100 SEALANT LC150 SEALANT PENS00 SILICONE PVC CONDUIT 2" & SMALLER CA.12031 WJ2018 WL2093 SS5100 SEALANT PVC CONDUITS 2" THRU 4" CAJ2038 CA12045 CA.2124 CA.12038 CA12045 0412124 FC2033 FC2029 WL2059 FIRESTOP COLLAR FIRESTOP COLLAR WRAP STRIPS MAS, 3• CABLE BUNDLES CAJ3154 WJ3022 - WL3076 ... __—.._.—._._ 555100 SEALANT NOTES - 1. ALL UL LISTED SYSTEMS SHOWN ABOVE ARE BASED ON PROVIDING A 1 & 2 HOUR RATED FIRESTOP. WHERE 3 HOUR RATING IS REQUIRED, CONTACT FIRESTOP PRODUCT MANUFACTURER FOR DESIGN MODIFICATIONS. 2. ALL U.L. LISTED SYSTEMS SHOWN ABOVE ARE BASED ON "SPECSEAL FIRESTOP" PRODUCTS FROM SPECIFIED TECHNOLOGIES. INC. OR APPROVED EQUAL PRODUCTS FROM "3-M" OR HILT1. INC. SPECIFICATIONS E4 -SPECIFICATIONS 112/22/20051 SCALE: NONE 29 MUSIC RECEIVER ANTENNA E4 -MUSIC RECEIVER ANTENNA 112/22/20051 SCALE: NONE 23 FIRE ALARM SYSTEM RISER E4 -FA SYSTEM RISER 112/22/20051 SCALE: NONE 11 RATED PENETETRATION SCHEDULE E4 -PENETRATION SCHEDULE 112/22/20051 SCALE: NONE 5 FIRE ALARM CONTROL PANEL PROVIDE (1) 4" CONDUIT FOR DATA CABLE THROUGH CEILING. NOTE: REFER TO KOHL'S 052 PLAN FOR EXACT LOCATION OF ALL DEVICES. 1" CONDUIT W/ SERVICE HEAD FOR COAX AND 24V POWER BY ELECTRICAL CONTRACTOR CLAMP RING AND CAULKING BY G.C. BOOT BY G.C. (TYPICAL) BY SECURITY CONTRACTOR PROVIDE JUNCTION BOX W/ - DEDICATED CIRCUIT. J -BOX FOR CCN COAX W/ WATERPROOF COVER BY SECURITY CONTRACTOR NOTE: SECURITY CONTRACTOR SHALL SEAL ALL ROOF AND WALL PENETRATIONS W/ SILICONE CAULK ROOF DECK JOIST— 7 —JOIST LOCATE FANS BETWEEN JOISTS, AND NOT BELOW LEVEL OF JOISTS. MDF ROOM DETAIL E4 -MDF ROOM DETAIL 1 NA 1 SCALE: NONE 18 SECURITY CAMERA DOME E4 -SECURITY CAMERA DOME 112/22/20051 SCALE: NONE 12 STOCKROOM FAN DETAIL E4 -STOCKROOM FAN DETAIL 112/22/20051 SCALE: NONE 6 trx KOHL'S - TUKWILA, WA MINKLER BLVD. & SOUTHCENTER PKWY TUKWILA, WA 98188 DEVELOPED BY: KOHL'S DEPARTMENT STORES, INC. N56 WT700() RIDGEWOOD DRIVE MENOMONEE FALLS, WISCONSIN 53(151 'TEL (262) 703-700D FAX: (282) 703.7•105 11152 THIS SHEET IS PART OF THE CONSTRUCTION ' SPECIFICATIONS APPLY. THAT SHOWN 5555015 IIS.. HFj(L 1C IN BE USED A5 A SWOP DRAWING: THERE/bit• II.6 , DEjAT,♦< • r TO CONFORM TO SITE CONDITIONS AND MF.. • D LOCATIONS AND DIMENSIONS OF ALL SHOWN ON THEIR RESPECTIVE .DQCU REFERENCE AND SHALL BE VERIFY ASSUMES NO IIABILIY FOR. RESPONSIBILITY IS ASSUMED "•R Rt5 PROFESSIONAL ENGINEER = NOT HEETS INCLUDING AND NOT TO EOUIRED VERIFY AS LARSON BiN.LEY Larson Bin4ey, Inc. 6383 0411.96 6144., Suite] 4-00 O.e1end PcrIL I14 66211 T 913-383-2821 F 913-383-2831 1JR11T_.- INC ZSCW . lw>� INFORMATION ON .. 11111:L•OJ Le M -4,I ^:•MINC OVER THE 5PECIFI"- •` MANUAL IF THE DOCUMENTS HAVE CONFLICTING INFORMATION. NO. DATE A BY DESCRIPTION GniREG D WCEvv- y� JAN 119 2007 PERMTGENTER A41*1 A ELECTRICAL DETAILS AND LIGHT FIXTURE SCHEDULE SCALE: NONE SHEET: PROJECT H: LBI 01200676.09 DRWN BY: AAS CHKD BY: CLB BLDG. SUBMITTAL: 10/12/06 E4 N N N w (,/) 0 m