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HomeMy WebLinkAboutPermit D06-147 - SEGMENT 11 PLANS II - Westfield Southcenter Mall - ExpansionNILFI ehas inpreParedb:Wetcrandl7tasa:nIea4mcy of he cforthesntoPureeee enceontracting.inc vietherthelormaton nrwithappliblela:litiOnnandiortanda 0m ns end observation o enfothesotepuipose coveringenraomission. , pt 0035463 4+4, dkat 3-r1ONAL .›. . .: r ig * STISIROLCIN• VA: - 'SUB' CLIP 11.1/ (3) 92 SCREWS 111 :-•• •• & ,„ st..:-. On c„ (--, .._. tjt a 0 'SLB' CLIP WI (3) 012 SCREWS _..., !•10“ f ..t..., 0 �w IJ uv 1?1 8255 SW Hunz: Tigard, Oregon Phone: (503) 9( Fax: (503) 968 - SOUTH CENTER MALL WESTFIELD DESIGN & CONSTRUCTION EXTERIOR METAL FRAMING 11601 Wilshire Boulevard, 11th Floor PHASE 2 So ter Los Angeles, California 90025-1748 z.,9a,-2 6.00T 125-68 W/ (2) *10 SCREWS EA. STUD --.-- g 0 'SLB' CLIP W/ (3) '12 SCREWS a _.. - ...... •.•:-..-.....• :,-..... 4 (3) 0.145". PARIS t-7. . •••741•• ' >"i:3 ;...-s7v. -,•ii. r-C.V.-(..71 (3) ags"0 P.A.F.'s i 0'4 ' -. 1 ii• '-'0•ifti-, . ,_ p-• - :8 .8:••• 0 • --.• :;8-- 2.055.8. :?:-.8-4-, -4.- , 1 a ••• 1" DEFLECTION GAP 4 (3) 0.145". loAF.'s ..,„.. , ,.._., - - ., ..n. a -..:-,--- "•:•-•-•-f,,J:,..... ii.•• flt '-•-k.". i;'.7e-t', v -r -t- .-.... :-..?.?. i*-:. L.-&,e, /... , , e.- --quil- -41PP- -Nor .-:, •..„ • - 4* 3.•• 6005 250-68 0 12" 0/C (10" 0/C AT CORNERS) :,...3 i.4 .....,,, • - -...t '',/./ •...- I-.• . ...... i-,69 •••• •4 I', -:A•4.••4'•. 1.,.- -,..,- t,....-. E .1114 i•:‘• - • v.• ::-.0 .9--- ...P. :' --,i .f.' ;3-..; .:-6.' ' ••?... -8-:- ---- .5-89.5 1-. -.."!...,5. ....., .,,,, or..........5.,. . r 6....6. - -•••-•.> A0 - ..6.0.6:6:-...6.•;; 5,4, .6:::-.0-.0:0-.-0. ,- .:: _•.:6;50., -.:6.1.:0sii-•:.g5i-...zii:'-' 7 : '''.. .7 •':V8 ' .0 5-08 8 8 -* 4-.4,.:-4.44,..- •r,-.ri:sf.i*i-,-.A9,X i' 4 -8 8 .:••• •88---M& 96-649 4 ...SA -,*, z.,.x. rw. -- -- 5 -.ft: p--- mTh. STUDS, PER ,..,.i..E. 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STUD i:IP., ,....- 94 .... •,.:..• _...• ,:„.....: E EGO' ::: C,.• - :.1. l••• ••• :el ••.,, .•..,. ..t... v., •••••• ..„. 4 ::.'.?.;.•-,* . 600T 125-54 TRACK W/ ?.:.55.4 w.: .., :t*: (2) 90 SCREWS EA. STUD •/..•••• , ,.. ...:.4 .§.....-44.:iw 4 0.145"0 PA 's 6 5" 0/C ...A.,..4 •w i..E-.:5.:?4 • Y. 0-8-Ai8 . - V 099 :-••- 0 6 0. 66 - .9.--.A.,.;, ,;-::.:.?.i: •:•g: ;.: 0", • 0,- .... •••••' ,-, .- 4 • 6005 250-65 Ill/ (3)'012 SCREWS E4. STUD •,, ....."0. • 3.- ..s., .04 1.4 .r,... 4;••• `• •* .‘ •••••• ,4 .s., •3 le. ...:a. 4.11 . . ....., 74 /4 ::: .., - - ,--4.4.4 , , :?X:WAig".•-''..r.",.-.•,,:-40.2-, ,..'t VERTICLIP 'SLS' W/ (3) '12 ------- - /..5. •o 0.145"0 RAF's ' • 0 z• .1 ., .0 „ .m., ." ••••--.-• :... 5,,- ...--, f2:... .-,-... ., -::: m .6,..,"A:= .;p ......... 6: .?k,-,54....-/ , -•"-.x.. A. --- -------- •-4 nii•6',. ' J.J1 ''..-k. • ..,-.. ..-.-‘-.04-4-... ..,.! 9.?6-5 .. .X •_.,...' ,69: 6:- .07r• - .y., 46 .„.:. ..f3; -3i- - r li : ... „„ W•fti:-',N,W3e,'-',W.- ' 5:?•if5:•:3.-4-4-3.7 ..1.1.e.".7:.•:::7...;:t : • • ??. A ?M,A?:i;in3:.• Y . ,57-46--47A4-076,..”-WW: 5.• ..ii: 1" DEFLECTION .„,.••:, - .,-,-4,:,, GAF 2-,X- :4. ,, -44J- ,wige 0 x0:0:;:0 -..-e..:0: 600T 200-68 TR4CK UV ::::....of.i*w- :4::.-. •... -. --- le,R,,,,,,,, 4,.. .,;•,..„ ..... 4,-A4 ..-- *9 f'1 4 0.145"0 PAR's * 8" 0/C 4:3w,* . ,, 69-/ --- 0' 4.,20` -.. - ..., , •,... ..?..9, -:Re., .:„..-,,,A„:„ ...t.:,:„... ,..,:w .--. 888:85 ,-$. 65! 6005 250-54 MTL. :555g. k, ''' ' 4m. -,?..i4. ..... w .4 • .„. ..„, •_, .. --, 1 5 5 0 5 a 5 a 1 , . .• .....2. • ...." , . V' •••••.,.?„........„-§2 MTL. STUDS, PER -------- - if': "- !...-'. r.; :.••• c ....,,,,. -1.,-. „, 0,- 2,,,„:•mK ... 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STUDS 6 16" 0/C (12" 0/C .4 .....- •./- 0 A, m AT CORNERS) . -,,,,,,,-...4-.4,..:i-MX -.:. ---------------- .-,, --.1?: .-.65.m 4 0:wi ?:*:: . ii:r.•-:,-,.g.•'.i::,-4tA - -- --/-f ..:* ,,,,,..,-0., . w......,• .-::4, 4. 600T 125-54 TRACK WI .5. ."--..:,g7.,., ,,,. 1/2. (2) 610 SCREWS EA. STUD 8 -0- y.•:---.:8 4 0.1.45". PAF.'s 'a 8" 0/C 4-0 ,....:00:: 2iii-,,,i--...,.: 4,-.4*.ftwe ,:,- .- -*i:.:::-.,w ..,.: 0 .0,666 -* . , ..\:- .. ,, ..-. .6 ..N. , • -..., -- 1 I. 5 5 0 5 5 1 .4... .,:w--. - .w, ,, -- :5',' '''..5'.. ,r,, .,.....,,,,,,,,,,w,),,,...,-,. .-.1. r... .0 •-i-4?,.,.. r .:. *95<4<4,. 5'/4/5/J .r. 0- MIL. STUDS, PER ..,..... .,: .........5 .-.0....7. ..... , .... -,g, 069.6 •i.. . -- •-9.E-000i-69& 6* 0' .- . . - 0'.::;606. - . ., • ...: .,... .. •• ... t ' I; fl.:-. t• : ....A‘;:- .., ;:- 7 ",•••.-•::L V.•:,•-:.;.;;.1.17 .-1. • • / A 04 4 -r -VV -7* -97? -4' /- 44.-eaktf#N9•I ..N.S.N. .4.4....4•2,•&-% \ .•&.•INP• l'*.VV-.VW-%‘4, - ($!. 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PAR'S 6 SO/C RED 1" DEFLECTION GAP ___.,__, • ,• • :: - • , ,r.. Ls.. . - - .., i - ' - - 1. 20. 2. 3. 4. 5. 6. 8. S. 0. L 2. 3. 4 . 5. 6. 1. S 9. NOTES: 6005 162-43 0 STUDS 16" 0/C (12" 0/C AT CORNERS). 6005 200-54 STUDS 6 16" 0/C (12" 0/C AT COWERS). (ALTEWATIVE: 6005 162-68 STUDS WITH SAME SPACING) 6005 250-68 STUDS 6 10" 0/C (6006 250-68 a 8" 0/C AT COWERS). HEADER: BOXED 6005 162-43 WITI-I 600T 125-43 TOP 4 E30TrOM. 600T 125-43 SILL. (4) 600T 200-65 BUILT-UP JAM5 STUD. 6006 162-54 6 16" 0/C (12" 0/C AT CORNERS). 6005 162-43 STUDS 6 12" 0/C. 8005 250-43 6 16" 0/C (12" 0/C AT COWERS). HEADER: BOXED 2006 162-43 UJITI-1 SOOT 125-43 TOP 4 BOTTOM. 50XED (2) 800T 200-54 JAMB STUD. (2) 600T 200-54 JAMB STUD. E30XED 600T 125-43 STILL (3) 600T 200-65 JAMB STUD. 600$ 250-68 * 12" 0/C (10" 0/C AT CORNERS). 6005 200-54 6 12" 0/C (10" 0/C AT COWERS). HEADER: BOXED 6005 162-43 WITI-4 600T 125-54 TOP 4 !BOTTOM. HEADER: BOXED 10005 200-43 WITH 600T 200-68 TOP 4 50TTorl. HEADER: 50>CED 600T 200-68, (4) 600T 200-91 JAM STUD. PER 600T 125-68 BACK TO BACK W/ (2).10 SCREWS, EA STUD, TYP. FL -FLOOR FRAMING, *12 SCREWS 6 6" 0/C STAGGERED T 71. PER STRUCTURAL /„. ..1, „:".-- ii q ,,,,..,\ I? J7 i .11.1-\ 0 0 ' 'SLS' CLIP, PER DETAIL 15/S1 MTL. STUDS, PER ELEV. / SECTION I i : 1 i 1 1 i----- UP BEAM, I i PER STRUCTURAL I. 2. 600T 125-68 LU/ (2) 010 scREWS EA STUD WHERE BRACING *2 THE REQ'D. CORNERS 1st FLOOR 2ncl FLOOR 3rd FLOOR METAL STUDS DO NOT HAVE SHEATHING ON BOTH SIDES PROVIDE * 8'-0" 0/C PER DETAIL 5/51. AT TI -1 ALTERNATIVE FOR KEYNOTE SPACING OF THE BRACING SHALL I5E 6'-0" 0/C, WHEN BRACING IS ARE DEFINED AS THE FOLLOWING: STUDS: 8'-0" FROM BUILDING coRNERS STUDS: 161-0" FROM BUILDING COWERS STUDS: 24'-0" FROM BUILDING CORNERS • ,,..... -, . ,..;;•- 7 . 644.6AA+.4"-09,0A ..:5;•,-6V4-..?...i-§. .-Xr r." .. ..,-.8888:-.888-a0-.... .." 4,0 - A-6: .60, ---..:8888,.8808.--.8•4.8- ---/\/- e 5 CT 1°N .,....„..„...„ &49 92 . ... 64949" '4969, 46 06496 06 0.96974.9690606: A o'....o- ,A,,!,,r; „...-:::. .„.„..„... „..: -;-- * . 0 0660 65:669 4 4004 0 99-99-640 6930 a ,.,„„_..„_ ..„.„ .,..,, •- ...... ,, ,,,. 4.,., ,.)..,,,,,,,:,"-.:..,,,.:,::,,:l.„„,....i.:;.i,...-_, At' 00 :%A.0:000.99.054-609-600096-6-667.0 69-4 . . ..000006W.9.-60-6A04.ft4-6.-0. :A4 • 4 6W-g0.9V6-06i0-0.0:0M-06A..:40A 4e-- - - 4: 0-5-288W085.8880-.8-• V .0-88--- -'-- '''•/' 25. .ZAPILin,,,,4.,WZ2-I„V.-p-8 -,-. -P-• :,.4 -pa.. - - ..,.w iw,gma-,...w..-------W0--'4.../ ' "..s•V Jf -.-.:- i .-- ...- .4m...i,....44,-.... . .„. 0 :-P:- ',4-' ..,520,-:-Z&'45. 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I I EFEEV.--.1 3ETAIL 2/A 5.1 se • FFEE\CE DETAIL 1/A 5.1 se • _ EFEE\CIL _.ETAIL 2/A 5.1 • FFFE\CE DETAIL 1/A 5.1 3 ' = 1'-0" 5 3 = 11-0" 6 3 =1._0- 7 NILFI ehas inpreParedb:Wetcrandl7tasa:nIea4mcy of he cforthesntoPureeee enceontracting.inc vietherthelormaton nrwithappliblela:litiOnnandiortanda 0m ns end observation o enfothesotepuipose coveringenraomission. , pt 0035463 4+4, dkat 3-r1ONAL .›. . .: r ig * STISIROLCIN• VA: - EXPIRES: DEC. 28,2007 '•••.. On c„ (--, .._. tjt a • a..) . coo °_-2 11. -...= �w IJ uv 1?1 8255 SW Hunz: Tigard, Oregon Phone: (503) 9( Fax: (503) 968 - SOUTH CENTER MALL WESTFIELD DESIGN & CONSTRUCTION EXTERIOR METAL FRAMING 11601 Wilshire Boulevard, 11th Floor PHASE 2 So ter Los Angeles, California 90025-1748 z.,9a,-2 600T 125-43 W/ (2) *10 SCREWS EA. STUD 2'-0" STUD EXTENSION TO MATCH WALL STUDS. EXTEND EXTENSION 6 BELOW SLB CLIP AT ROOF LEVEL 08.01.0 DEFLECTION TRACK W/ A I" GAP _ ;.r -s #-‘ HEADER, PER KEYNOTE *4 V- SCREW WALL EXTENSION W/ *12 SCREWS a 6" 0/C VERTICLIP 'SLB W/ (2) *12 SCREWS INTO STUDS 4 (2) 0.I45". P.AF.'s INTO EDGE ANGLE 08.01.01 HEADER, PER ELEV. 6005 162-43, SPACING TO MATCH STUD SPACING W/ (3) *12 SCREWS EA STUD 600T 125-54 TRACK W/ (2) *10 SCREWS EA STUD 600T 125-43 W/ (2) *10 SCREWS EA STUD 4 0.145". PAF.'s INTO SLAB 9 8" 0/C STAGGERED 600T 125-43 W/ (2) *10 SCREWS EA STUD L 2x2x43 MIL. W/ (3) *12 SCREWS EA KICKER 4 (3) - 0.145". PA.F.'s INTO SLAB 600$ 162-43 KICKER 6 48" 0/C (3) *12 SCREWS EA. STUD EL. +72.49' ROOF LEVEL jk EL. +68.85' T.Q. PARAPET EL. +50.85' STIFFCLIP 'LB' W/ (3) *12 SCREWS EA. STUD 4 (3) 0.145". PAF.'s SECOND LEVEL Och EL. +46.85' STIFFCLIP 'LS' W/ (3) "12 SCREWS EA. STUD 4 (3) 0.145". P.F.'s 600T 200-54 EA END OF HORIZ W/ (2) *12 SCREWS EA. STUD 6005 162-43, SPACING a 16" 0/C 600T 200-54 W/ (2) *12 SCREWS EA. STUD 600T 150-43 W/ (2) *10 SCREWS EA. STUD 4 *12 SCREWS INTO HDR 6 6" 0/C — \\ T]:E1 HEADER -or- SILL CONTINUOUS 43 MIL. FLAT STRAP W/ (2) *12 SCREWS INTO HDR 4 (2) *12 SCREWS INTO EA. STUD 600T 125-43 W/ (2) *10 SCREWS EA. STUD 4 012 SCREWS m 8" 0/C INTO TRACK LEG HEADER, PER KEYNOTE *4 HEADER, PER KEYNOTE *4 JAMB STUD, PER KEYNOTE *6 600T 125-43 W/ (2) *10 SCREWS EA. STUD 4 *12 SCREWS a EA. VERT. STUD 600T I25-54 W/ (2) *10 SCREWS EA STUD. CONNECT TRACK TO JAMB STUD, PER DETAIL4/S1 6005 162-43 fl 16" 0/C 600T 125-54 W/ (2) *10 SCREWS EA. STUD. CONNECT TRACK TO JAMB STUD, PER DETAIL4/S1 JAMB STUD, PER KEYNOTE *6 KED' NOTES: . 6005 162-43 Q STUDS 16" 0/C 2. 600 200-54 STUDS e 16" 0/C (12" 0/C AT COMERS). (ALTERATIVE: 6005 162-68 STUDS WITH SAME SPACING) 0621.01 3. -oma o- I - r i/ :(' 0-6 0/ AT CORNERS). 4. 5. 600T 125-43 SILL. 6. (4) 600T 200-65 BUILT-UP JAMS STUD. 1. 6005 162-54 a 16" 0/C (12" 0/C AT CORNERS). S. 6/105 16 -4 STU5 e 1 " r/0 08.01.01 08.01.01 (ALTERATIVE: BOOS 200-54 m 16" 0/C AND 12" 0/C AT TH O • 0/ // /J 5. 5005 200-43 a 16" 0/C (12" 0/C ,4T COWERS). W/ BRACING PER DETAIL 5/SI AT 4'-0" 0/C 10. HE • R BOXED 11. BOXED (2) SOOT 200-54 JAMB STUD. 12. (2) 600T 200-54 JAMB STUD. 13. BOXED 600T 125-43 STILL 14. (3) 600T 200-68 JAMS STUD. so OS 62-43 NOTES: S00 4 BOTTOM. 125-43 TOP 4 BOTTOM. 1. WHERE METAL STUDS DO NOT HAVE SHEATHING ON BOTH SIDES PROVIDE BRACING a 5'-0" 0/C PER DETAIL 5/S1. AT NE ALTERNATIVE FOR KEYNOTE *2 THE SPACING OF THE BRACING SHALL BE 6'-0" 0/C, WHEN BRACING 15 REQ'D. 0621.01 2. COMERS ARE DEFINED AS THE FOLLOWING: 1st FLOOR STUDS: 8'-0" FROM BUILDING CORNERS 2nd FLOOR STUDS: 16'-0" FROM BUILDING CORNERS 3rd FLOOR STUDS: 24'-O" FROM BUILDING COMERS REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 7 2001 City Of Tukwila B ILDINO. DIVISION i i r L I I I I I I I f I I I I I I I I 1 1 I I L I 1 I l I 1_1 I t 1 I I I I I I I I I I 1 1 1 f I I 1� 1 I, 11 I 1 1 I 1 1 1 1 1 1 I 1 1 I 1 I I I I I I I I J I 1 l i l l I I I I I O 1 I 1 1 1 1 1 1 L 1 I I I f I I I I i L 1 L f I I 1 I f 1 1 I I I I I I I I I I I T I I 1 1 I I I I I I I 1 I I I 1 1 1 I I I I I .1 L I 1 I I I I I l I I T 1 I i I I I i J I 1 LI I I ► I I I I I I r l I J 1- f 1 I t I J J I I I I I I I I I I I J I I I I I I I I I I I MM �r m- Emu SEE SECTION MEL �_---■� — - - — --- -- �� -wig" wir 1 1 1 1 1 1 L 11 1 I 1 I 1 I f I f I 1 I L 1.1 I 1 1 I 1 1 1 1 1 1 I l I l I l 1 1 1 1 1 ----rte imililmM=1"• o mmim � 40101 — —_—_1•1111_—_—_—_—_ 1 1 1 1 1 1 1 1 r1 I 1 I I � I I I 1 I 1 1 I I I I I I I I I I I I I I I I I I T 1 7 I I 1 1 1 I 1 I I I I I I ILFII I I I I I I I I I I I 1 I I I_ I I I I I I I 111111111 I I I I I I I I I 1 I I I I I I I I I I I 1 I f I I I 11 1 1 1 1 1 1 1 1 1 1( 1 1 1 1 1 I I I I I I F 1 1 1 I I I I I I I I I I I I I F I I 1 1 1 I 1 I 1 I 1 I I I 1 I 1 1 L 1 I I I I I f t I I I I I I I I I I I I I I I I_ 1 1 I I 1 1 1 1 1 1 I t I 1 I 1 I 1 I 1 I 1 I I I I I i I 1 I l 1- I L 1 1T 1 1 1 1 )Db'lzi7 ROOF LEVEL EL. +72.51' IV ROOF LEVEL Alk EL. +68.85' SECOND LEVE EL. +46.85' RECEIVED CITY OF TUKWILA AUG 17 ZOO PERMIT CENTER WALL SECTION scALE 3/$" = 1'-0" `2J PARTIAL ELEVATION SCALE 1/4" = 1'—O" REFERENCE SHEET A3.1 -17A EXPIRES: DEC. 28, 2007 t �r. Nr N X0000 VD Cs\ 00 „ `cc; con -6 N tr) oo E- P -1 W-1 w z 0 z rz4 con ENLARGED AREA PROJECT: z JOB No. 7175 DRAWN DLM CHECKED CM/DH DATE 06.12.07 REVISIONS cab?: C77 SHEET S 1 0 OF 13 I ITT 08.01.01 600T 125-43 W/ (2) *12 SCREWS EA STUD 4 0.145"S P•A•F.'s e 12" 0/C 43 MIL STUD W/ (3) *12 SCREWS EA STUD 4 (2) 0145". PA.F.'s INTO STEEL 6005 I62-43 a 16" 0/C (2) 412 EA CONN. 1" DEFLECTION CHAP •4 _• • (2) 012 SCREWS EA. CONN., TYP. SOOT 200-68 SLOTTED TRACK W/ (2) 410 SCREWS EA. STUD 4 0.145". PAF.'s e S" O/C STAGGERED L 2x2x43 MIL. W/ (2) *12 SCREWS 4 (2) 0.145N, PAF.'s 6005 162-43 24" 0/C DO NOT ATTACH TO VETICAL STUD 8005 200-43 6 16" 0/C (12" 0/C AT CORNERS) STRAPPING PER DETAIL 5/51 TO OCCUR AT 4'-0" 0/C 05.01.01 06.0101 8• dp v. .. • _ bT •A 4°' tr' 4 �\//�\\•\•\.d\ j \\/ \j \/\//%/ \/%\•\\ • \/ / j \\' `/ \• `. \j \j \/\• \j\ / \\/\\*\\'\\\\•\\\\/\\/\\/\\ \/�\rte\ ) A -d.•C n , 4. . •a• 4 O. • 4• • 4. /\ X\ /\ )1 I 7 T J WALL SECTION SCALE 1/2" = 1,waA bo& REVIEWED �N E CODE COMPLIANCE APPROVED AUG 2 7 2001 �iY Of Tukwila B . ILD1NG.DIVISION RECEIVED CITY OF TUKNLA AUG 17 ZOb, PEHMIT CEN I ER REFERENCE SHEET A5.1-3 EXPIRES: DEC. 28, 2007 ql Q CA ;_it) luul N ) I— I �3 acoo 10:4 ccg ® CO') tin moo 0 PROJECT: z 04 con cAn ic) JOB No. 7175 DRAWN DLM CHECKED CM/DH DATE 06.12.07 REVISIONS 08.07.07 SHEET Sil OF 13 4 08.017 600T 200-54 W/ (2) 012 SCREWS EA. STUD 4 0.145". PAF.'s 41 S" 0/C 6005 I62-43 a 16" 0/C SEE WESTFIELD REVISIONS DATED 1-31-01 08.01.01 1" DEFLECTION GAP • ; . SOOT 150-43 W/ (2) "10 SCREWS EA. STUD SLS W/ (3) "12 SCREWS 4 (3) 0.145". PAF.'s MTL. STUDS, PER ELEV SOOT 150-43 TRACK W/ (2) "12 SCREWS EA. STUD 4 0.14". P.AF.'s g 5" 0/C STAGGERED W56 SEAM, PER STRUCTURAL SOOT 150-43 TRACK W/ (2) "12 SCREWS EA. STUD 4 0.145"4, P.AF.'s iv 5" 0/C STAGGERED MTL. STUDS, PER ELEV. SOOT 150-43 TRACK W/ (2) 012 SCREWS EA. STUD 4 0.145". PAF.'s 9 5" 0/C STAGGERED 404 a ito 0111:1' Pei pre V. aili • • i iv! `"i fr 414 ► `` *i m•• , :III: ' 1 1 1 ' ' ' . ' . . . ;7: '. '111.,0.41fr' " I '''' • .....: ' 41. . .":' " ..' : : 7 . ... ...: 7.i' 47' . .. .411:' .''.IA:V4.61'f:'.•..k.. • :61.i:16V- I.iAr14,4'.:1'41j* ,41N" :l4.. • ,i ,I.. 18 00. '..;'• :moi i• sic amusge e. 6005 162-43 12 16" 0/C 1 -ISS 5E4.4 HSS SEAM, PER STRUCT.IR AL STRUCTURAL 1" DEFLECTION GAP 1 600T 200-514 UiJ/ (2) "12 SCREWS I4 TI.D 4 0.145". PAP.s S" 0/C H5S 15EAM, PER STRUCTURAL REVIEWED FOR CODE COMPLIANCE. APPROVED AUG 2 7 2001 City Of Tukwila ING-DIV'ISI�Ji 0 0 ( 1 RECEIVED CITY OF TUK WILA AUG 17 zoo? PEI -MIT CEN I ER WALL SECTION SCALE: 1/4" = 1,_0b REFERENCE SHEET A5.1-4 111.1b d EXPIRES: DEC. 28, 2007 95 0 15 L „it) Cn N �,�op aoc H gLi PROTECT: F.•144 -1 11413 f24 0 con W r U JOB No. 7175 DRAWN DLM CHECKED CM/DH DATE 06.12.07 REVISIONS U s .07. t�7 SHEET S120l3 250T 200-43 SLOTTED TRACK W/ (2) *10 SCREWS EA. VI 4 0.145"4' PA.F.'s e S" 0/C INTO 1 -ISS 2S0T 12S-43 TRACK W/ (2) 010 SCREWS EA. STUD 4 0.145"4' PA.F.'s e 12" O/C SKYLIGHT #8— SECTIONS - 7 SCALE: 1 2"=1'-0" C2) REVIEWED E PQM � ONCE CODE APPROVED AUG 2 7 2DD1 City Of Tukwila B ILDING . DIVISION o Iv RECEIVED CITY OF TIJKIN1jp, AUG 17 200/ PERMIT CENTER REFERENCE SHEET A9.4-6 EXPIRES: DEC. 28, 2007 (01 �1 p • c N 00000 5 0,00 � taq •C) Oso un Far .6 >n oo E- i PROJECT: z E H z z C COO a 0 PLI a� 00 a'N ct •R o as con W 4-1 4.1 COOCD X COO W g:)-( JOB No. 7175 DRAWN CHECKED DLM CM/DH DATE 06.12.07 REVISIONS C78.07. a7 SHEET S13013 C.C.. GREEN C _ BLUE a 0 to C7 20'-11" 24'-0" 21'-11" 31'- 11 C.C. RED 28'-5" 41_5" / / 6'-9" TS8x8 W14x176 TYP (LINO) @ WIDE FLANGE c0 C) N Co C] 0 r7 0 TS1Ox10 TYP (UNO) @ TUBE STEEL RIDGE LINE N C a t) 0 I N U, CO H.1 0 C7 r7 00 Co X N co X N N X N W14x 4'---O" co X 193 Ln W21X44 24LH04i-T1 10,_0" 24LH054-T2 3'-5" 9'- 6" '-0' 3 @ 8'- 0"=24'-0" UP II^3QPLF 24LH05-I-T 24LH05+T4 UPLIFT 211PLF 4 © 6'-4 1/4"=25 5" 24LH05 i -T5 32LH09 —T10 32LH10—T11 W24X68~ 32LH10—T12 32LH10—T13 32LH09—T14 2-32LH06--�. T17 s H 32LH07—T18 UPL,IF 3(4_ °LF CO X N N UPLIFT 211PLF E rn W21 x44 UPLIFT 305 LD W36X135 r PLF 3-32LI- UPLIFT 211PLF 09-T25 J co N N I—N— o i I 03I 0) I I --I J J N B8 N 89 B9 89 B1O N 815 --wwil`-- --- --- f — . —.willow— --wwilDIoww- 611 5 @ 7'--1 1 7/8"=39'-113/8" CS) X N N W27X84 0 X CO 00 w x N W18X40 W18X40 5' N N N Q 2 B12 V) 0 x co 10j4" co CO X NI - TS8x8 TS8x8 W24X55 TS8x8 36LH 104T9 W3OX116 A TS14x10 MLO E UPLIFT 211PLF 3 36LH454/273-T16 E L Ln MATCH LINE SEE J2 B24 EB2 N- CO X N N 624 E 825 N N B2 83 B3 83 84 85 E H W33X169 0 a) x 0 r, E� B37 N E 836 637 0 rn X 0 re) 0 0) 0 N) C)) N C.C. BLUE j C.0 _ RED RIDGE W 12X "Al L NE N 0 mt r M M LL) U) UPLIFT 211PLF E 8'- 0" E 880 B83 L B81 N f^ I c 0 T -J 613N y W33X 130 r+ 011 B14 816 W1 CO N N 3-32LH08-T22 M 32LH08—T2 32LH07—T2 B84 W30X108v M V) •s E -E 4X22 N CO X N N H E M M Ern 03 N 617 N) I - z N 819 B21 2- 32LH07-T34 r) N, rr 0 z B21 821 re) II-- Imo.. E +_-___-1 CO (0 o o J J N N B12 B12� —mum— � ��— � 818 620 E UPLIFT 335PLF 623 E N 1< M !i X N X N H 3.20LI- 03-T30 �� 20LH03 4T32 20LH03-4T32 UPLIFT 305PLF N ¢ 10 C/) H r M V H 0 X co TS8x8 0 X 03 W24X76 W14x193 0" 6'-2" 20'-11" W27X84 29'- 4" W21X44 2 W21X44 TS8x8 11,-0" TS8x8 8.7 16'-7" 31'---0" W27X84 28'-5" 4 x CQ ' CO X N N 11.0 z LU LLI1 01 0 0 Co N N L.0 w w z J 2 C.G. GREEN j C.C. PARTIAL ROOF FRAMING PLAN SCALE : 3/32"-1'-O" GLOBAL DESIGN NOTES (J1 ) - 1/4" MIN SEAT THICKNESS REQ'D APPLIES TO: SHORTSPAN --- 2003 IBC APPLIES TO: SHORTSPAN, LONGSPAN, BRIDGING - CAMBER TO BE => THAN DEAD LOAD DEFLECTION APPLIES TO: SHORTSPAN, LONGSPAN - DL=22- + .W. APPLIES TO: SHORTSPAN, LONGSPAN GLOBAL SPECIAL DESIGN (J1) - ADLOAD = 1.0K APPLIES TO: SHORTSPAN, LONGSPAN - MAINSPAN LIVE DEFLECTION = L/360 APPLIES TO: SHORTSPAN, LONGSPAN - MAINSPAN TOTAL DEFLECTION = L/240 APPLIES TO: SHORTSPAN, LONGSPAN DESIGN NOTE SYMBOL DEFINITIONS (J1) - REFER TO PROFILE DRAWING STANDARD BRIDGING MAY VARY IN NUMBER OF ROWS AND TYPE EQUAL . EQUAL . EQUAL ,. EQUAL \LL WELDED UPLIFT BRIDGING I` f -I J LOCATED AT THE FIRST BOTTOM CHORD PANEL POINT AT EACH END EQUAL EQUAL J. EQUAL 1. EQUAL UPLIFT BRIDGING DIAGRAM NTS iTN.= NUMBER OF ROWS OF B.C. BRIDGING. THIS INCLUDES BOLTED "X" IF REQ'D. I INDICATES DIAGONAL .BRIDGING MARK "B" INDICATES DIAGONAL BOLTED BRIDGING 2"x2"x.137 BOLTED DIAGONAL (B1 -B23, B80 -B84) HORIZONTAL BRIDGING 2"x2"x.137 MARKED E HORIZONTAL BRIDGING TO BE FURNISHED IN 20-0 LENGTHS CUT IN FIELD AS REQUIRED. ROWS OF BRIDGING INDICATED BY ( OR AS NOTED IN THE UPLIFT BRIDGING DETAIL. ab 6ftqql )' REVIEWED FOR CODE COMPLIANCE APPROVED JUL - 9 2007 City Of Tukwila g ILDIN DTVI ION GENERAL NOTES Recommendations for handling and erecting Vulcraft Steel Joist and Joist Girders. Also refer to Technical Digest #9 — Handling and Erection of Steel Joist and Joist Girders published by the Steel Joist Institute (843-626-1995) 1) CHECK QUANTITIES AND MARK NUMBERS AND CONDITION OF JOIST AND ACCESSORIES ON ARRIVAL NOTE ON THE DELIVERY TICKET ANY SHORTAGES OR DISCREPANCIES. VULCRAFT WILL NOT BE LIABLE FOR ANY SHORTAGES OR DAMAGE NOT NOTED. 2) WHEN UNLOADING BY CRANE ALWAYS HOOK CHAINS OR SLINGS TO TOP OR BOTTOM CHORDS AT PANEL POINTS (PREFERABLY AT 1/3 POINTS). NEVER HOOK TO WEB MEMBERS OR JERK WHILE LIFTING. WHEN UNLOADING BY HAND USE EXTREME CARE WHEN BREAKING BUNDLES AND UNLOAD EACH JOIST SEPARATELY. 3) STORE JOISTS IN BUNDLES IN A VERTICAL POSITION ON WOOD BLOCKING PLACED AT PANEL POINTS. LIGHTER JOISTS SHOULD BE STACKED ON HEAVIER JOISTS IF MORE THAN ONE LAYER IS REQUIRED. STORE JOISTS ON SIDES IF HEIGHT OF BUNDLE IS GREATER THAN TWICE ITS WIDTH. JOISTS FROM BROKEN BUNDLES SHOULD BE LAID FLAT ON BLOCKING TO PREVENT SAGGING OF JOISTS. IF JOISTS ARE NOT ERECTED IMMEDIATELY. COVER JOISTS IN A MANNER THAT PROVIDES ADEQUATE VENTILATION TO PROTECT PRIMER COAT. 4) ERECTION MUST BE DONE WITH PLANS NOTED "FINAL PLANS FOR FIELD USE" AND EXECUTED IN ACCORDANCE WITH THE LATEST SJI AND OSHA REQUIREMENTS. REFERENCE THE ERECTION DRAWINGS FOR ORIENTATION OF TAGGED ENDS OF JOISTS AND JOIST GIRDERS AND ANY BOLTED ERECTION STABILITY BRIDGING REQUIREMENTS. 5) VULCRAFT SHALL BE NOTIFIED AT ONCE IF JOISTS. JOIST GIRDERS AND ACCESSORIES CANNOT BE ERECTED ACCORDING TO THE FINAL ERECTION PLANS. VULCRAFT WILL NOT BE RESPONSIBLE FOR ANY FIELD REPAIRS OR CHANGES MADE WITHOUT PRIOR CONSENT. OSHA REQUIRES MODIFICATIONS THAT AFFECT THE STRENGTH OF A STEEL JOIST OR STEEL JOIST GIRDER TO BE APPROVED BY THE PROJECT ENGINEER OF RECORD. 6) VULCRAFT JOISTS ARE FABRICATED TO MEET THE ERECTION REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA) 29 CFR PART 1926 SUBPART R — STEEL ERECTION. FIELD COMPLIANCE WITH THIS ACT IS NECESSARY. ,JOISTS AT OR NEAR COLUMNS STEEL JOIST INSTITUTE SPONSORED RESEARCH HAS SHOWN THAT MANY FACTORS AFFECT COLUMN AND NEAR COLUMN JOIST STABILITY. LIMITATIONS EXIST REGARDING THE DESIGN OF THESE JOISTS (OSHA 1926.757(a)(3)) MAKING THEM UNSTABLE TO SAFELY SUPPORT AN EMPLOYEE WITHOUT THE NEED FOR ERECTION BRIDGING. THEREFORE. SJI AND VULCRAFT RECOMMEND THAT THE JOIST BRIDGING BE INSTALLED AND ANCHORED PRIOR TO ANY EMPLOYEE GOING OUT ON A JOIST. THESE JOISTS MUST BE ERECTED BY EITHER: (1) INSTALLING BRIDGING OR OTHERWISE STABILIZING THE JOIST PRIOR TO RELEASING THE HOISTING CABLE. OR (2) RELEASING THE HOISTING CABLE WITHOUT HAVING A WORKER ON THE JOIST. SJI AND VULCRAFT RECOMMEND THAT NO ONE BE ALLOWED TO WALK ON UNBRIDGED JOISTS. UNDER NO CIRCUMSTANCES ARE DECK BUNDLES, OR CONSTRUCTION LOADS OF ANY DESCRIPTION, TO BE PLACED ON UNBRIDGED JOISTS. 7) JOIST GIRDERS: A) WHERE JOIST GIRDERS ARE SUPPLIED WITH SLOTS/HOLES IN BEARING SEATS, BOTH ERECTION BOLTS AT EACH END MUST BE INSTALLED AND SNUG TIGHTENED PER THE RISC" SPECIFICATION PRIOR TO RELEASING THE HOISTING CABLES. WHERE SLOTS ARE NOT SUPPLIED. JOIST GIRDER ENDS MUST BE WELDED PRIOR TO RELEASING THE HOISTING CABLES. B) NO LOADS SHALL BE PLACED ON THE JOIST GIRDER UNTIL THE JOISTS BEARING ON THE GIRDER ARE IN PLACE AND WELDED TO THE GIRDER. C) THE STRUTTED ENDS OF THE BOTTOM CHORD OF JOIST GIRDERS MUST BE RESTRAINED FROM LATERAL MOVEMENT TO HELP BRACE THE GIRDER FROM OVERTURNING DURING ERECTION. THIS IS ACCOMPLISHED WITH A VERTICAL STABIUZER PLATE BETWEEN THE CHORD ANGLES PER OSHA 1926.757. D) AFTER COLUMNS ARE PLUMB WITH ERECTION BOLTS, FIELD WELD THE JOIST GIRDERS TO THE CAP PLATE WITH A MINIMUM OF TWO — 1/4" FILLET WELDS 2 INCHES LONG OR EQUIVALENT. THE CONTRACT DRAWINGS SHOULD BE REVIEWED TO DETERMINE WHETHER ADDITIONAL WELD IS REQUIRED DUE TO SPECIAL CONDITIONS. E) DO NOT WELD JOIST GIRDER BOTTOM CHORD BRACES (GB's) TO THE BOTTOM CHORD OF JOISTS UNTIL ALL ROOF OR FLOOR DEAD LOADS ARE APPUED. BOTTOM CHORD BRACES SHALL BE CONNECTED WITH A FILLET WELD OR THE EQUIVALENT FILLET WELD SIZE SHALL BE NO LESS THAN THE THICKNESS OF THE GB ANGLE NOR GREATER THAN 1/4" WITH THE LENGTH NO LESS THAN THE GB LEG LENGTH. 8) JOIST: A) DO NOT COMPLETELY WELD JOISTS TO BEARING SUPPORT UNTIL PROPERLY ALIGNED. AS SOON AS THE JOIST IS IN POSITION, THE JOIST ENDS SHALL BE ATTACHED TO ITS SUPPORT AS NOTED BELOW. ALIGN JOISTS WHILE INSTALLING BRIDGING. AFTER INSTALLATION OF ALL BRIDGING. COMPLETE THE ATTACHMENT TO THE BEARING SUPPORT. DO NOT ATTEMPT TO ALIGN OR STRAIGHTEN GROUPS OF JOISTS AFTER INSTALLATION AND PERMANENT ATTACHMENT TO BEARING SUPPORTS HAS BEEN MADE. B) BOTH SIDES OF THE SEAT ON ONE END OF THE JOIST MUST BE ATTACHED TO THE SUPPORT AS THE JOISTS ARE POSITIONED AND PRIOR TO RELEASING HOISTING CABLES. WHEN SLOTS OR HOLES ARE PROVIDED IN THE BEARING SEATS ON ONE END OR BOTH ENDS OF THE JOIST, ALL BOLTS MUST BE INSTALLED AND SNUG TIGHTENED PER THE ;RISC" SPECIFICATION PRIOR TO RELEASING HOISTING CABLES. WHERE CONSTRUCTABILITY DOES NOT ALLOW FOR BOLTING, JOIST FINAL CONNECTIONS MUST BE MADE BY WELDING OR AS SPECIFIED BY THE PROJECT STRUCTURAL ENGINEER OF RECORD PRIOR TO RELEASE OF HOISTING CABLES. C) JOIST ENDS SHALL BEAR ON STEEL STRUCTURAL MEMBERS OR BEARING PLATES AND SHALL BE CONNECTED THERETO WITH A MINIMUM OF: K/KCS SERIES—TWO 1/8" FILLET WELDS 1 INCH OR EQUIVALENT. LH/DLH SERIES—TWO 1/4" FILLET WELDS 2 INCHES LONG OR EQUIVALENT. SLH 15-18 SERIES—TWO 1/4" FILLET WELDS 2 INCHES LONG OR EQUIVALENT. SLH 19-25 SERIES—TWO 1/4" FILLET WELDS 4 INCHES LONG OR EQUIVALENT. THE CONTRACT DRAWINGS SHOULD BE REVIEWED TO DETERMINE WHETHER ADDITIONAL WELD IS REQUIRED DUE TO SPECIAL CONDITIONS. D) WHEN PANELIZED CONSTRUCTION IS UTILIZED. THE END JOISTS MUST BE SECURED TO THE SUPPORT. E) WHERE JOISTS ARE LOCATED AT COLUMNS, THE STRUTTED ENDS OF THE BOTTOM CHORD MUST BE RESTRAINED FROM LATERAL MOVEMENT TO HELP BRACE THE JOIST FROM OVERTURNING DURING ERECTION. THIS IS USUALLY ACCOMPLISHED WITH A VERTICAL STABILIZER PLATE BETWEEN THE CHORD ANGLES PER OSHA 1926.757 (A)(I). F) WHEN BOLTED CONNECTIONS ARE USED WITH SEAT SLOTS, THE FINAL CONNECTION MUST ALSO BE WELDED UNLESS A SUP CONNECTION IS REQUIRED. 9) BRIDGING: REQUIRED BRIDGING ROWS MUST BE INSTALLED AND ANCHORED DURING JOIST ERECTION PER OSHA 1926.757 FIELD COMPLIANCE IS NECESSARY. A) CERTAIN DIAGONAL "ERECTION STABILITY" BRIDGING MUST BE INSTALLED AND ANCHORED PRIOR TO SLACKING THE HOISTING CABLES PER THE LATEST STEEL JOIST INSTITUTE STANDARD SPECIFICATIONS. THE REQUIRED DIAGONAL "ERECTION STABILITY" BRIDGING IS DENOTED AS "EX" ON THE VULCRAFT ERECTION DRAWINGS. B) JOIST SPANS THROUGH 60 FEET: WHEN THE JOIST SPAN IS LESS THAN THE ERECTION STABILITY SPAN, ALL BRIDGING IS WELDED HORIZONTAL. WHEN THE JOIST SPAN IS GREATER THAN THE ERECTION STABILITY SPAN, A ROW OF BRIDGING NEAREST THE MIDSPAN MUST BE BOLTED DIAGONAL "ERECTION STABILITY" BRIDGING. THIS ROW MUST BE INSTALLED AND ANCHORED BEFORE RELEASING THE HOISTING LINES. ALL OTHER ROWS OF BRIDGING ARE WELDED HORIZONTAL C) JOIST SPANS OVER 60 FEET THROUGH 100 FEET: ALL BRIDGING ROWS ARE BOLTED DIAGONAL BRIDGING. THE TWO BRIDGING ROWS NEAREST THE ONE --THIRD POINTS ARE BOLTED DIAGONAL "ERECTION STABILITY" BRIDGING AND MUST BE INSTALLED AND ANCHORED BEFORE RELEASING THE HOISTING UNES. AT OR NEAR COLUMN JOISTS SHALL BE ERECTED IN TANDEM WITH ALL BRIDGING INSTALLED (REFERENCE OSHA 1926.757 (A)(4)). 0) JOIST SPANS OVER 100 FEET: ALL BRIDGING ROWS ARE BOLTED DIAGONAL "ERECTION STABILITY" BRIDGING AND MUST BE INSTALLED AND ANCHORED BEFORE RELEASING THE HOISTING CABLES. AT OR NEAR COLUMN JOISTS SHALL BE ERECTED IN TANDEM WITH ALL BRIDGING INSTALLED (REFERENCE OSHA 1926.757 (A)(4)). E) ALL HORIZONTAL BRIDGING IS SHIPPED IN 20—FOOT LENGTHS. F) ALL HORIZONTAL BRIDGING SHALL HAVE A STANDARD 3—INCH LAP AND BE WELDED WITH A MINIMUM OF TWO — 1/8" FILLET WELDS, 1 INCH LONG OR EQUIVALENT. ALL DROPS MUST BE USED. G) ALL HORIZONTAL BRIDGING SHALL BE CONNECTED TO THE JOISTS WITH A MINIMUM OF: K/KCS SERIES — 1/6 INCH FILLET WELD 1/2 INCH LONG OR EQUIVALENT. LH SERIES - 1/8 INCH FILLET WELD 1 INCH LONG OR EQUIVALENT. DLH SERIES - 1/8 INCH FILLET WELD 1 1/2 INCH LONG OR EQUIVALENT. H) ALL BRIDGING BOLTS ARE TO BE SNUG TIGHTENED PER THE "AMC" SPECIFICATION. I) DIAGONAL BRIDGING MEMBERS MUST BE CONNECTED AT THEIR POINT OF INTERSECTION BY EITHER BOLTING OR WITH A MINIMUM 1/8" FILLET WELD 1 INCH LONG OR EQUIVALENT. J) ALL BRIDGING TO BE EQUALLY SPACED UNLESS NOTED OTHERWISE. K) UPLIFT BRIDGING, IF REQUIRED, WILL BE NOTED ON THE PLAN AND IN THE UPLIFT BRIDGING DIAGRAM. UPLIFT BRIDGING IS TO BE LOCATED NEAR THE FIRST BOTTOM CHORD PANEL POINT AT EACH END. L) WHERE ADDITIONAL BRIDGING TERMINUS POINTS ARE REQUIRED FOR STABILITY IN ACCORDANCE WITH OSHA 1926.757(C)(5), THE MATERIAL AND DESIGN OF THOSE POINTS IS NOT BY VULCRAFT. 10) DO NOT WELD BOTTOM CHORD EXTENSIONS TO STABILIZER PLATES OR CLIP ANGLES UNLESS SPECIFICALLY NOTED ON THE STRUCTURAL DRAWINGS AND THEN ONLY AFTER THE APPLICATION OF ALL DEAD LOADS. 11) CONTRACTOR SHALL PROVIDE THE MEANS FOR ADEQUATE DISTRIBUTION OF CONCENTRATED LOADS SO THAT THE CARRYING CAPACITY OF ANY JOIST IS NOT EXCEEDED. DO NOT APPLY ANY LOADS TO THE JOISTS UNTIL ALL BRIDGING IS COMPLETELY INSTALLED AND ANCHORED AND JOISTS ARE PERMANENTLY FASTENED INTO PLACE. 12) JOIST CHORDS ARE NOT DESIGNED FOR OFF PANEL BENDING DUE TO CONCENTRATED LOADS UNLESS SUCH LOAD WAS DM -AILED WITH THE MAGNITUDE AND EXACT DIMENSION DEPICTED ON THIS DRAWING. OTHERWISE EITHER PLACE LOADS AT PANEL POINTS OR FIELD WELD AN EXTRA MEMBER FROM THE POINT OF LOAD TO THE NEAREST PANEL POINT ON THE OPPOSITE CHORD AT NO EXPENSE TO VULCRAFT. CONSULT THE STRUCTURAL ENGINEER FOR SIZING OF THESE MEMBERS. LOAD TWO ANGLES NOT BY VULCRAFT / Tr. TWO ANGLES LOAD NOT BY VULCRAFT 13) DO NOT CUT AWAY ANY CHORDS, WEBS OR ANY PORTION THEREOF. FIELD WELDING SHALL NOT DAMAGE JOISTS OR GIRDERS. 14) METAL DECK OR CENTERING MUST BE ATTACHED TO THE TOP CHORD OF THE JOISTS AT A MAXIMUM OF 36 INCHES ON CENTER TO PROVIDE THE REQUIRED PERMANENT LATERAL BRACING. FOLLOW THE MANUFACTURERS RECOMMENDATIONS FOR INSTALLATION OF DECK OR CENTERING. 15) ERECT BOTTOM CHORD BEARING JOISTS AND JOIST GIRDERS WITH CAMBER UPWARD. 16) FIELD SPLICES: EACH SPECIFIC HALF OF A BOLTED FIELD SPLICED JOIST AND JOIST GIRDER IS TO BE MATCHED TOGETHER AS FOLLOWS: A) MARK NUMBER ON EACH SIDE OF SPLICE MUST MATCH. B) METAL TAGS ON EACH HALF OF JOIST/GIRDER MUST MATCH. C) COLOR CODES ON EACH HALF OF JOIST/GIRDER MUST MATCH. 17) NO HOLES ARE PROVIDED IN THE JOISTS OR JOIST GIRDERS FOR THE ATTACHMENT OF OTHER TRADES NOR ARE DESIGNED FOR THEM. 18) STEEL JOISTS AND STEEL JOIST GIRDERS SHALL NOT BE USED AS ANCHORAGE POINTS FOR A FALL ARREST SYSTEM. *THE ABOVE NOTES ARE GENERAL NOTES ONLY. IF A DISCREPANCY EXISTS ELSEWHERE ON THE FINAL PLANS FOR FIELD USE, THE GENERAL NOTES SHALL BE CONSIDERED A MINIMUM. WHEN A PRE—ASSEMBLED PANEUZED METHOD OF ERECTION IS USED, OSHA 1926.757 MUST BE FOLLOWED AND SHALL INCLUDE: A) THE PANELIZED JOIST ASSEMBLY SHALL PROVIDE LATERAL STABILITY FOR THE JOISTS. B) AT NO TIME SHALL ANYONE BE PERMITTED TO WALK ON A STEEL JOIST OR UNSECURED PANELIZED JOIST ASSEMBLY. C) STEEL JOIST CONNECTIONS TO THE STEEL STRUCTURE WHEN A PANELIZED METHOD OF ERECTION IS USED IN BAYS OF 40 FEET OR MORE ARE NOT REQUIRED TO BE FABRICATED TO ALLOW FIELD BOLTING DURING ERECTION PROVIDED PANELS HAVE BEEN PREASSEMBLED FROM THE JOISTS WITH BRIDGING AND ARE ATTACHED TO THE STRUCTURE AT EACH CORNER BEFORE THE HOISTING CABLES ARE RELEASED. OSHA 1926.757(A)(8) AND (B)(4) NBV = NOT BY VULCRAFT UNO = UNLESS NOTED OTHERWISE BL = BASE LENGTH TCX = TOP CHORD EXTENSION ABBREVIATIONS CX = CEILING EXTENSION BCX : BOTTOM CHORD EXTENSION SS = SHORT SPAN JOIST LS = LONG SPAN JOIST JG = JOIST GIRDER GA = GAUGE BM = BEAM FC = FIELD CUT SB = SLOPE BEARING ARROW HEAD REPRESENTS TAGGED END OF JOISTS. ERECT ALL JOISTS WITH TAG IN DIRECTION SHOWN ON PLAN. we REPRESENTS JOIST WITH SLOTS REPRESENTS JOIST WITH BOTTOM CHORD EXT. • REPRESENTS "COLUMN JOIST" = REPRESENTS JOIST WITH FIELD SPLICE pep REPRESENTS SPECIAL DESIGN NOTES. SEE DRAWING FOR EXPLANATION. 1) ANY WEBS DRAWN ON SECTIONS ARE FOR GRAPHICAL REPRESENTATION ONLY. ACTUAL WEB CONFIGURATION MAY VARY FROM THOSE SHOWN. 2) BOLTED CROSS BRIDGING SHOWN ON VULCRAFT PLANS OR SECTIONS MAY NOT BE DRAWN AT ACTUAL LOCATIONS UNLESS DIMENSIONED ON VULCRAFT DRAWINGS. 3) ARROW HEAD REPRESENTS TAGGED END OF GIRDERS. THE GIRDERS MUST BE ERECTED WITH TAGS IN DIRECTION SHOWN ON THE PLAN. EXAMPLE: S1 36G5N6.OK 52 Only items shown on Bill of Materials to be furnished by Vulcraft. ®C` ars' yb WI be C.47 t",:r..:hCArt apnrClr 221 cf NOTE: �� :.I�J L' •� l e' ctuk , • a1 may Include a enew` revie sfees d Paint no. S22(0 4 Plan review approval Is subject b ems and Approval of constuctlon documents does not authorize the Wee= cf zn•/ ecce;;:ed .. e or ordinance. Recelx of approved f::a C. -• ore. . Is *date \ By Date: �DIVISION Tukwila / RECEIVED CITv -ruKW►t_P► tit 11 0 ; 7097 4`...7 in'jfix ULlI ER REVIStONWk0'14 N0,? [November 16, 2006] F FOR FIELD USE NAL PLANS NOTE TO CONTRACTOR AND ERECTOR: RESPONSIBILITY FOR FIELD MODIFICATIONS OR ADDITIONAL MATERIAL WILL NOT BE ACCEPTED UNLESS PREVIOUSLY AUTHORIZED BY NUCOR CORPORATION. April 30, 2007 SEQUENCES ALL JOISTS Una TO RECEIVE Gray © 1 shop coats PRIMER F-L=j1 1-- —._.—E= ,4. :-.al,A • VULCOAFT ZROULD =anti PH.1# (435)734-9433 FAX* (435)723-5423 - W.01W./ (1875 WEST HIGHWAY 13 SOUTH BRIGHAM CITY., UT BRIGHAM CITY, UT ....---- STEEL DECK INSTITUTE 0 PRINTS FOR STEEL ENCOUNTERS NORTHWEST FNL 4 AT SEATTLE, WA - USA JOB WESTFIELD SOUTHCENTER AT TUKILA, WA — USA DRAWN BY DJA DATE 1/9/07 CK'D BY BRH DATE 1/07 No, REVISIONS DATE Ai APPROVAL REVISIONS 4/3/071 FILE No. DRWG No. OF Monday, April 30, 2007 11:06:52 AM C.C.YELLOW w W 1 vy MATCH LINE 33'-11" 30'-4" 341-7" 29'-8" 34'-3" C.C. YELLOW C.C. BLACK 25'-9" 30'-0" -7 / 0 0 ca IC) MATCH LINE SEE J1 824 E 625 co x N N E X N , E 0 x 0 B24 5 Cal 6'-9 3/8".33'-11" A w B26 W27X84 B26 0 B26 20'-8" 19,-5" B26 M Erit W21X44 A .4 B27 827 828 B29 UPLIFT 305PLF B26 B26 826 826 827 827 B28 1325 4-36LH10-T37 B36 826 837 B36 826 B26 826 B26 CO0 w 11- c) 0 0 Co co 0 B26 n B27 rn 1327 in 829 B28 B29 826 B26 B27 827 828 W12X1 383 } 384 N) N) O rn 0 r7 X N CO X N N N) 201 CO x N N W27X114 CO X N W24X68 N 0-0 03 X N N Co (0 NCC N _ � }r TS8x8 .B29 E �1PLIFT�305PLF E rn 1 'cv.d2-36�LH�09T45 o ao `r (n B4 842 1340 6'-6" w / / -1oY2" •'--10.2» W21X44 w 40. 22'-8" B30 B32 832 B33 631 » 14.8 / '--9/8"6'-992"•'-63%" UPLIFT 305PLF W27X84 B30 832 832 633 B33 631 0 0 2--36LH10 T41 r) B30 B32 B32 re) 633 r) B33 12X14 Co X N Q 1341 841 E 0-0 W24X55' 1 f /) E 831 B30 B32 B32 633 833 531 • N (1) IPA --8 N (I) N Ci) .; --i N O 6 C, N UPLIFT 211PLF N cn .. 3-36LH411/247-T47 X N W27X84 E CO 1- N d - N 33 N _ (n K201•- E 0) L N N U) d - B49 B51 B52 to N x to B54 N) B39 TS14x10 15.2 -10"/ 20'-10" / 7 @ f 7'-10 46"=55'- .a W27X114 A A 18'-0" 22 13'-3" H w UPLIFT 305PLF w TSS -c8 3 -36L -I10 -T9 X N / W E 3-36LI 10-T8 W27X84 H • W21X44 W12X14 W21X44 N x O W21X44 W12X14 W21X44 E E U) W33X130~ A 1. w x N w UPLIFT 211PLF._ W12X14 E W12X14 850 c0 c0 N_ N TS8x8 W24X68 x co c0 X N B53 855 X N CO X N CO X W24X68 _x N CO X N W12X14 0 x CO N N X d - N N x Co x N (NI W (3 z 01 O: ,1 N N X N N X d - N N N N x x N N x N N X N N d - N N X N N X �r- N N x d - N N X d - N N X N X r7 U) x_ N N x 0 r') E in U) E 17.9 / 4'-11" (n 4 © 7'-1 3/4"=28'--7" 33'--10" // X44- 33' -10" 44---- L B66 866 1 18.85 28'--7" 4 @ 7'-6"-30'-0" W21X44 A w TS8x8 3---32L1'06-T63 667 B67 867 B68 B63 I J CO N E N C.C. ORANGE I 2--36LH454/273-T16 O 1 N J B56 858 B59 ro B57 " ~ W33X169 UPLIFT 211PLF TS12X12 I-0 E a) of W14x193 33'-11" C.C. GREEN C.C. RED BLUE / 11 '-4" 12.5 30'--4" W44X335 18'-2" anim 13 341-7" L_ _ _ ..._ E 32LH07t-T5 32LH07t-T52 -r 2-32LH07-T53 2-32LH07-T54 E d - _N X O B60 B61 / w w W40X167 A H • UPLIFT 211PLF w 869 19.1 /6 19.2 O» N w UPIIFT3A5PLF co x N N 0 r7 N INDICATES DIAGONAL BRIDGING MARK "B" INDICATES DIAGONAL BOLTED BRIDGING 4- 2"x2"x.137 BOLTED DIAGONAL (624-B79.) HORIZONTAL BRIDGING 2"x2"x.137 MARKED E HORIZONTAL BRIDGING TO BE FURNISHED IN 20-0 LENGTHS CUT IN FIELD AS REQUIRED. ROWS OF BRIDGING INDICATED BY ( OR AS NOTED IN THE UPLIFT BRIDGING DETAIL. Y U W14x176 TYP (UNO) O r mI I I WIDE FLANGE r :jj 19"----. .4 --- CO �y I (3 N (3 U) U) x N W24X55 W24X55 32LH074-T64 32LH074-T65 32LH074-T66 E 2--32LH07-T67 W24X55 ~ W24X76 U) to x N C) N 03 c0 x N E :-- n T5 N N_ C.C. ORANGE 2 Ln W30X1 08r 03 UPLIFT 305PLF 0-0 6-6 670 671 B76 0 x Co W18X40 W18X40 0 x co W21X44 0 to E w UPLIFT 211PLF..._ UPLJFT 305�LF U) 0) E E 32LH06-T68 32LH06-T69 32LH06-T19 2-32LH06-T17 u� (n w 873 B73 873 H M w r yW40X199+� 0 to B74 Ln 875 0 1377 CO E 20LH03-T56 E=0.0\ 140.0K 3-20LH03-T57 0-16 20LH03-T58 66. 20 LI -103-T59 0-0 2-32LH09-T72 UPLIFT 211PLF T W2 CO 1X44 r CV W27X84 W24 55 TS6x6 NcTi W21X44 TS8x8 0-6 04 .4 to B75 B78 B76 B79 co UPLLFT 305P LF y W24X62 0-0 to X CO 00 C•I CO 16.4 25'-9" 32LHO6.7-T78 5-12 32LH064-T80 32LH06--T80 UPLIFT co C.C._ F:Z) BLUE I C.C._ WHITE 17.1 W27X84 25'-3" N N oci x X 0) N RIDG N N TS10x10 TYP (UNO) TUBE STEEL STANDARD BRIDGING MAY VARY IN NUMBER OF ROWS AND TYPE EQUAL . EQUAL EQUAL EQUAL L L WELDED UPLIFT BRIDGING -LOCATED AT THE FIRST BOTTOM CHORD PANEL POINT AT EACH END EQUAL, EQUAL _ EQUAL , EQUAL UPLIFT BRIDGING DIAGRAM NTS ® z 0 oat CU = NUMBER OF ROWS OF B.C. BRIDGING. THIS INCLUDES BOLTED "X" IF REQ'D. 19.1 19.2 CO PARTIAL ROOF FRAMI GLOBAL DESIGN NOTES (J2) - 1/4" MIN SEAT THICKNESS REQ'D APPLIES TO: SHORTSPAN - 2003 IBC APPLIES TO: SHORTSPAN, LONGSPAN, BRIDGING - CAMBER TO BE => THAN DEAD LOAD DEFLECT! N APPLIES TO: SHORTSPAN, LONGSPAN GENERAL NOTES Recommendations for handling and erecting Vulcraft Steel Joist and Joist Girders. Also refer to Technical Digest #9 - Handling onl Erection of Steel Joist and Joist Girders published by the Steel Joist Institute (843-626-1995) 1) CHECK QUANTITIES AND MARK NUMBERS AND CONDMON OF JOIST AND ACCESSORIES ON ARRIVAL. NOTE ON THE DELIVERY TICKET ANY SHORTAGES OR DISCREPANCIES. VULCRAFT WILL NOT BE UABLE FOR ANY SHORTAGES OR DAMAGE NOT NOTED. 2) WHEN UNLOADING BY CRANE ALWAYS HOOK CHAINS OR SLINGS TO TOP OR BOTTOM CHORDS AT PANEL POINTS (PREFERABLY AT 1/3 POINTS). NEVER HOOK TO WEB MEMBERS OR JERK WHILE LIFTING. WHEN UNLOADING BY HAND USE EXTREME CARE WHEN BREAKING BUNDLES AND UNLOAD EACH JOIST SEPARATELY. 3) STORE JOISTS IN BUNDLES IN A VERTICAL POSITION ON WOOD BLOCKING PLACED AT PANEL POINTS. UGHTER JOISTS SHOULD BE STACKED ON HEAVIER JOISTS IF MORE THAN ONE LAYER IS REQUIRED. STORE JOISTS ON SIDES IF HEIGHT OF BUNDLE IS GREATER THAN TWICE ITS WIDTH. JOISTS FROM BROKEN BUNDLES SHOULD BE LAID FLAT ON BLOCKING TO PREVENT SAGGING OF JOISTS. IF JOISTS ARE NOT ERECTED IMMEDIATELY. COVER JOISTS IN A MANNER THAT PROVIDES ADEQUATE VENTILATION TO PROTECT PRIMER COAT. 4) ERECTION MUST BE DONE WITH PLANS NOTED 'FINAL PLANS FOR FIELD USE" AND EXECUTED IN ACCORDANCE WITH THE LATEST SJI AND OSHA REQUIREMENTS. REFERENCE THE ERECTION DRAWINGS FOR ORIENTATION OF' TAGGED ENDS OF JOISTS AND JOIST GIRDERS AND ANY BOLTED ERECTION STABIUTY BRIDGING REQUIREMENTS. 5) VULCRAFT SHALL BE NOTIFIED AT ONCE IF JOISTS, JOIST GIRDERS AND ACCESSORIES CANNOT BE ERECTED ACCORDING TO THE FINAL ERECTION PLANS. VULCRAFT WILL NOT BE RESPONSIBLE FOR ANY FEU) REPAIRS OR CHANGES MADE WITHOUT PRIOR CONSENT. OSHA REQUIRES MODIFICATIONS THAT AFFECT THE STRENGTH OF A STEEL JOIST OR STEEL JOIST GIRDER TO BE APPROVED BY THE PROJECT ENGINEER OF RECORD, 6) VULCRAFT JOISTS ARE FABRICATED TO MEET THE ERECTION REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA) 29 CFR PART 1926 SUBPART R - STEEL ERECTION. FIELD COMPLIANCE WITH THIS ACT IS NECESSARY. JOISTS AT OR NEAR COLUMNS STEEL JOIST INSTITUTE SPONSORED RESEARCH HAS SHOWN THAT MANY FACTORS AFFECT COLUMN AND NEAR COLUMN JOIST STABILITY. LIMITATIONS EXIST REGARDING THE DESIGN OF THESE JOISTS (OSHA 1926.757(0)(3)) MAKING THEM UNSTABLE TO SAFELY SUPPORT AN EMPLOYEE WITHOUT THE NEED FOR ERECTION BRIDGING. THEREFORE. SJI AND VULCRAFT RECOMMEND THAT THE JOIST BRIDGING BE INSTALLED AND ANCHORED PRIOR TO ANY EMPLOYEE GOING OUT ON A JOIST. THESE JOISTS MUST BE ERECTED BY EITHER: (1) INSTALLING BRIDGING OR OTHERWISE STABILIZING THE JOIST PRIOR TO RELEASING THE HOISTING CABLE, OR (2) RELEASING THE HOISTING CABLE WITHOUT HAVING A WORKER ON THE JOIST. SJI AND VULCRAFT RECOMMEND THAT NO ONE BE ALLOWED TO WALK ON UNBRIDGED JOISTS. UNDER NO CIRCUMSTANCES ARE DECK BUNDLES, OR CONSTRUCTION LOADS OF ANY DESCRIPTION, TO BE PLACED ON UNBRIDGED JOISTS. 7) JOIST GIRDERS: A) WHERE JOIST GIRDERS ARE SUPPLIED WITH SLOTS/HOLES IN BEARING SEATS, BOTH ERECTION BOLTS AT EACH END MUST BE INSTALLED AND SNUG TIGHTENED PER THE "AISC" SPECIFICATION PRIOR TO RELEASING THE HOISTING CABLES. WHERE SLOTS ARE NOT SUPPUED, JOIST GIRDER ENDS MUST BE WELDED PRIOR TO RELEASING THE HOISTING CABLES. B) NO LOADS SHALL BE PLACED ON THE JOIST GIRDER UNTIL THE JOISTS BEARING ON THE GIRDER ARE IN PLACE AND WELDED TO THE GIRDER. C) THE STRUTTED ENDS OF THE BOTTOM CHORD OF JOIST GIRDERS MUST BE RESTRAINED FROM LATERAL MOVEMENT TO HELP BRACE THE GIRDER FROM OVERTURNING DURING ERECTION. THIS IS ACCOMPLISHED WITH A VERTICAL STABILIZER PLATE BETWEEN THE CHORD ANGLES PER OSHA 1926.757. D) AFTER COLUMNS ARE PLUMB WITH ERECTION BOLTS, REID WELD THE JOIST GIRDERS TO THE CAP PLATE WITH A MINIMUM OF TWO - 1/4" FILLET WELDS 2 INCHES LONG OR EQUIVALENT. THE CONTRACT DRAWINGS SHOULD BE REVIEWED TO DETERMINE WHETHER ADDMONAL WELD IS REQUIRED DUE TO SPECIAL CONDMONS. E) DO NOT WELD JOIST GIRDER BOTTOM CHORD BRACES (GB's) TO THE BOTTOM CHORD OF JOISTS UNTIL ALL ROOF OR FLOOR DEAD LOADS ARE APPLIED. BOTTOM CHORD BRACES SHALL BE CONNECTED WITH A FILLET WELD OR THE EQUIVALENT FILLET WELD SIZE SHALL BE NO LESS THAN THE THICKNESS OF THE GB ANGLE NOR GREATER THAN 1/4" WITH THE LENGTH NO LESS THAN THE GB LEG LENGTH. 8) JOIST: A) DO NOT COMPLETELY WELD JOISTS TO BEARING SUPPORT UNTIL PROPERLY ALIGNED. AS SOON AS THE JOIST IS IN POSITION. THE JOIST ENDS SHALL BE ATTACHED TO ITS SUPPORT AS NOTED BELOW. ALIGN JOISTS WHILE INSTALLING BRIDGING. AFTER INSTALLATION OF ALL BRIDGING, COMPLETE THE ATTACHMENT TO THE BEARING SUPPORT. DO NOT ATTEMPT TO AUGN OR STRAIGHTEN GROUPS OF JOISTS AFTER INSTALLATION AND PERMANENT ATTACHMENT TO BEARING SUPPORTS HAS BEEN MADE. B) BOTH SIDES OF THE SEAT ON ONE END OF THE JOIST MUST BE ATTACHED TO THE SUPPORT AS THE JOISTS ARE POSMONED AND PRIOR TO RELEASING HOISTING CABLES. WHEN SLOTS OR HOLES ARE PROVIDED IN THE BEARING SEATS ON ONE END OR BOTH ENDS OF THE JOIST, ALL BOLTS MUST BE INSTALLED AND SNUG TIGHTENED PER THE "AISC" SPECIFICATION PRIOR TO RELEASING HOISTING CABLES. WHERE CONSTRUCTABILDY DOES NOT ALLOW FOR BOLTING, JOIST FINAL CONNECTIONS MUST BE MADE BY WELDING OR AS SPECIFIED BY THE PROJECT STRUCTURAL ENGINEER OF RECORD PRIOR TO RELEASE OF HOISTING CABLES. C) JOIST ENDS SHALL BEAR ON STEEL STRUCTURAL MEMBERS OR BEARING PLATES AND SHALL BE CONNECTED THERETO WITH A MINIMUM OF: K/KCS SERIES -TWO 1/8" FILLET WELDS 1 INCH OR EQUIVALENT. LH/DLI-1 SERIES -TWO 1/4' FILLET WELDS 2 INCHES LONG OR EQUIVALENT. SU -I 15-18 SERIES -TWO 1/4" FILLET WELDS 2 INCHES LONG OR EQUIVALENT. SU -I 19-25 SERIES -TWO 1/4" FILLET WELDS 4 INCHES LONG OR EQUIVALENT. THE CONTRACT DRAWINGS SHOULD BE REVIEWED TO DETERMINE WHETHER ADDITIONAL WELD IS REQUIRED DUE TO SPECIAL CONDITIONS. D) WHEN PANEUZED CONSTRUCTION IS UTILIZED, THE END JOISTS MUST BE SECURED TO THE SUPPORT. E) WHERE JOISTS ARE LOCATED AT COLUMNS, THE STRUTTED ENDS OF THE BOTTOM CHORD MUST BE RESTRAINED FROM LATERAL MOVEMENT TO HELP BRACE TFIE JOIST FROM OVERTURNING DURING ERECTION. THIS IS USUALLY ACCOMPIJSHED WITH A VERTICAL STABILIZER PLATE BETWEEN THE CHORD ANGLES PER OSHA 1926.757 (A)(I). F) WHEN BOLTED CONNECTIONS ARE USED WITH SEAT SLOTS, THE FINAL CONNECTION MUST ALSO BE WELDED UNLESS A SUP CONNECTION IS REQUIRED. 9) BRIDGING: REQUIRED BRIDGING ROWS MUST BE INSTALLED AND ANCHORED DURING JOIST ERECTION PER OSHA 1926.757 FIELD COMPLIANCE IS NECESSARY. A) CERTAIN DIAGONAL "ERECTION STABILTTY" BRIDGING MUST BE INSTALLED AND ANCHORED PRIOR TO SLACKING THE HOISTING CABLES PER THE LATEST STEEL JOIST INSTITUTE STANDARD SPECIFICATIONS. THE REQUIRED DIAGONAL "ERECTION STABILITY" BRIDGING IS DENOTED AS "EX" ON THE VULCRAFT ERECTION DRAWINGS. B) JOIST SPANS THROUGH 60 FEET: WHEN THE JOIST SPAN IS LESS THAN THE ERECTION STABILITY SPAN, ALL BRIDGING IS WELDED HORIZONTAL. WHEN THE JOIST SPAN IS GREATER THAN THE ERECTION STABILITY SPAN, A ROW OF BRIDGING NEAREST THE MIDSPAN MUST BE BOLTED DIAGONAL "ERECTION STABILITr BRIDGING. THIS ROW MUST BE INSTALLED AND ANCHORED BEFORE RELEASING THE HOISTING LINES. ALL OTHER ROWS OF BRIDGING ARE WELDED HORIZONTAL C) JOIST SPANS OVER 60 FEET THROUGH 100 FEET: ALL BRIDGING ROWS ARE BOLTED DIAGONAL BRIDGING. THE TWO BRIDGING ROWS NEAREST THE ONE-THIRD POINTS ARE BOLTED DIAGONAL "ERECTION STABILITr BRIDGING AND MUST BE INSTALLED AND ANCHORED BEFORE RELEASING THE HOISTING LINES. AT OR NEAR COLUMN JOISTS SHALL BE ERECTED IN TANDEM WITH ALL BRIDGING INSTALLED (REFERENCE D) JOIST SPANS OVER 100 FEET: ALL BRIDGING ROWS ARE BOLTED DIAGONAL "ERECTION STABILITY* BRIDGING AND MUST BE INSTALLED AND ANCHORED BEFORE RELEASING THE HOISTING CABLES. AT OR NEAR COLUMN JOISTS SHALL BE ERECTED IN TANDEM WITH ALL BRIDGING INSTALLED (REFERENCE OSHA 1926.757 (A)(4)). E) ALL HORIZONTAL BRIDGING IS SHIPPED IN 20 -FOOT LENGTHS. F) ALL HORIZONTAL BRIDGING SHALL HAVE A STANDARD 3 -INCH LAP AND BE WELDED WITH A MINIMUM OF TWO - 1/8" FILLET WELDS, 1 INCH LONG OR EQUIVALENT. ALL DROPS MUST BE USED. 0) ALL HORIZONTAL BRIDGING SHALL BE CONNECTED TO THE JOISTS WITH A MINIMUM OF: K/KCS SERIES - 1/8 INCH FILLET WELD 1/2 INCH LONG OR EQUIVALENT. L11 SERIES - 1/8 INCH FILLET WELD 1 INCH LONG OR EQUIVALENT. DLH SERIES - 1/8 INCH FILLET WELD 1 1/2 INCH LONG OR EQUIVALENT. H) ALL BRIDGING BOLTS ARE TO BE SNUG TIGHTENED PER THE "AMC" SPECIFICATION. I) DIAGONAL BRIDGING MEMBERS MUST BE CONNECTED AT THEIR POINT OF INTERSECTION BY EITHER BOLTING OR WITH A MINIMUM 1/8" FILLET WELD 1 INCH LONG OR EQUIVALENT. ./) ALL BRIDGING TO BE EQUALLY SPACED UNLESS NOTED OTHERWISE. K) UPLIFT BRIDGING, IF REQUIRED, WILL BE NOTED ON THE PLAN AND IN THE UPLIFT BRIDGING DIAGRAM. UPLIFT BRIDGING IS TO BE LOCATED NEAR THE FIRST BOTTOM CHORD PANEL POINT AT EACH END. L) WHERE ADDITIONAL BRIDGING TERMINUS POINTS ARE REQUIRED FOR STABILITY IN ACCORDANCE WITH OSHA 1926.757(C)(5), THE MATERIAL AND DESIGN OF' THOSE POINTS IS NOT BY VULCRAFT, 10) DO NOT WELD BOTTOM CHORD EXTENSIONS TO STABILIZER PLATES OR CLIP ANGLES UNLESS SPECIFICALLY NOTED ON THE STRUCTURAL DRAWINGS AND THEN ONLY AFTER THE APPLICATION OF ALL DEAD LOADS. 11) CONTRACTOR SHALL PROVIDE THE MEANS FOR ADEQUATE DISTRIBUTION OF CONCENTRATED LOADS SO THAT THE CARRYING CAPACITY OF ANY JOIST IS NOT 1<CEEDED. DO NOT APPLY ANY LOADS TO THE JOISTS UNTIL ALL BRIDGING IS COMPLETELY INSTALLED AND ANCHORED AND JOISTS ARE PERMANENTLY FASTENED INTO PLACE. 12) JOIST CHORDS ARE NOT DESIGNED FOR OFF PANEL BENDING DUE TO CONCENTRATED LOADS UNLESS SUCH LOAD WAS DETAILED WITH THE MAGNITUDE AND EXACT DIMENSION DEPICTED ON THIS DRAWING. OTHERWISE EITHER PLACE LOADS AT PANEL POINTS OR FIELD WELD AN EXTRA MEMBER FROM THE POINT OF LOAD TO THE NEAREST PANEL POINT ON THE OPPOSITE CHORD AT NO EXPENSE TO VULCRAFT. CONSULT THE STRUCTURAL ENGINEER FOR SIZING OF THESE MEMBERS. LOAD TWO ANGLES NOT BY VULCRAFT TWO ANGLES LOAD NOT BY VULCRAFT 13) DO NOT CUT AWAY ANY CHORDS, WEBS OR ANY PORTION THEREOF. FIELD WELDING SHALL NOT DAMAGE JOISTS OR GIRDERS. 14) METAL DECK OR CENTERING MUST BE ATTACHED TO THE TOP CHORD OF THE JOISTS AT A MAXIMUM OF 36 INCHES ON CENTER TO PROVIDE THE REQUIRED PERMANENT LATERAL BRACING. FOLLOW THE MANUFACTURERS RECOMMENDATIONS FOR INSTALLATION OF DECK OR CENTERING. 15) ERECT BOTTOM CHORD BEARING JOISTS AND JOIST GIRDERS WITH CAMBER UPWARD. 16) FIELD SPLICES: EACH SPECIFIC HALF OF' A BOLTED FIELD SPLICED JOIST AND JOIST GIRDER IS TO BE MATCHED TOGETHER AS FOLLOWS: A) MARK NUMBER ON EACH SIDE OF SPLICE MUST MATCH. 8) METAL TAGS ON EACH HALF OF JOIST/GIRDER MUST MATCH. C) COLOR CODES ON EACH HALF OF JOIST/GIRDER MUST MATCH. 17) NO HOLES ARE PROVIDED IN THE JOISTS OR JOIST GIRDERS FOR THE ATTACHMENT OF OTHER TRADES NOR ARE DESIGNED FOR THEM. 18) STEEL JOISTS AND STEEL JOIST GIRDERS SHALL NOT BE USED AS ANCHORAGE POINTS FOR A FALL ARREST SYSTEM. *THE ABOVE NOTES ARE GENERAL NOTES ONLY. IF A DISCREPANCY EXISTS ELSEWHERE ON THE FINAL PLANS FOR FIELD USE. THE GENERAL NOTES SHALL BE CONSIDERED A MINIMUM, WHEN A PRE -ASSEMBLED PANEUZED METHOD OF ERECTION IS USED, 051 -IA 1926.757 MUST BE FOLLOWED AND SHALL INCLUDE: A) THE PANEUZED JOIST ASSEMBLY SHALL PROVIDE LATERAL STABILITY FOR THE JOISTS, a) AT NO TIME SHAU. ANYONE BE PERMITTED TO WALK ON A STEEL JOIST OR UNSECURED PANELIZED JOIST ASSEMBLY. C) STEEL JOIST CONNECTIONS TO THE STEEL STRUCTURE WHEN A PANELIZED METHOD OF ERECTION IS USED IN BAYS OF 40 FEET OR MORE ARE NOT REQUIRED TO BE FABRICATED TO ALLOW FIELD BOLTING DURING ERECTION PROVIDED PANELS HAVE BEEN PREASSEMBLED FROM THE JOISTS WITH BRIDGING AND ARE ATTACHED TO THE STRUCTURE AT EACH CORNER BEFORE THE HOISTING CABLES ARE RELEASED. OSHA 1926.757(A)(8) AND (B)(4) LINO = UNLESS NOTED OTHERWISE BL --- BASE LENGTH TCX •-•-• TOP CHORD EXTENSION ABBREVIATIONS CX = CEILING EXTENSION BCX = BOTTOM CHORD EXTENSION SS = SHORT SPAN JOIST LS = LONG SPAN JOIST JG = JOIST GIRDER Fe • = FIELD CUT SB = SLOPE BEARING CO CD 0 ARROW HEAD REPRESENTS TAGGED END OF JOISTS. ERECT ALL JOISTS WITFI TAG IN DIRECTION SHOWN ON PLAN. •-• REPRESENTS JOIST WITH SLOTS - REPRESENTS JOIST WITH BOTTOM CHORD EXT. • REPRESENTS "COLUMN JOIST" = REPRESENTS JOIST WITH FIELD SPLICE REPRESENTS SPECIAL DESIGN NOTES. SEE DRAWING FOR EXPLANATION. 1) ANY WEBS DRAWN ON SECTIONS ARE FOR GRAPHICAL REPRESENTATION ONLY. ACTUAL WEB CONFIGURATION MAY VARY FROM THOSE SHOWN. 2) BOLTED CROSS BRIDGING SHOWN ON VULCRAFT PLANS OR SECTIONS MAY NOT BE DRAWN AT ACTUAL LOCATIONS UNLESS DIMENSIONED ON VULCRAFT DRAWINGS. 3) ARROW HEAD REPRESENTS TAGGED END OF GIRDERS. THE GIRDERS MUST BE ERECTED WITH TAGS IN DIRECTION SHOWN ON THE PLAN. EXAMPLE: S1 36G5N6.0K S2 Only items shown on Bill of Materials to be fumished by Vulcraft. [November 16, 2006] G PLAN - C00 solo t(i.%zi FOR FIELD USE NAL PLANS NOTE TO CONTRACTOR AND ERECTOR: RESPONSIBILITY FOR FIELD MODIFICATIONS OR ADDITIONAL MATERIAL WILL NOT BE ACCEPTED UNLESS PREVIOUSLY AUTHORIZED BY NUCOR CORPORATION. April 30, 2007 APPLIES TO: SHORTSPAN, LONGSPAN GLOBAL SPECIAL DESIGN (J2) - ADLOAD 1.0K APPLIES TO: SHORTSPAN, LONGSPAN - MAINSPAN LIVE DEFLECTION = L/360 APPLIES TO: SHORTSPAN, LONGSPAN - MAINSPAN TOTAL DEFLECTION = L/240 APPLIES TO: SHORTSPAN, LONGSPAN DESIGN NOTE SYMBOL DEFINITIONS (J2) - REFER TO PROFILE DRAWING .0 0 (a*,11.-P RECEIVED criv II_ 0 S 7007 CEN LiR SEQUENCES ALL JOISTS U.N.0, TO RECEIVE Gray CP 1 shop coats PRIMER [1=!1 PHA (435)734-9433 FAX# (435)723-5423 (1875 WEST HIGHWAY 13 SOUTH (P.O. BOX 637 BRIGHAM CITY, UT BRIGHAM CITY, UT 84302) 84302) PRINTS FOR STEEL ENCOUNTERS NORTHWEST FNL 4 AT SEATTLE, WA - USA JOB WESTFIELD SOUTHCENTER AT TUKILA, WA - USA DRAWN BY DJA DATE 1 /9/07 CK'D BY BRH DATE 1 /07 REVISIONS DATE APPROVAL REVISIONS 4/3/07 FILE No. S80-05-0985 DRWG No. J2 OF 3 Monday, April 30, 2007 11:07:07 AM 1346" x 2" SLOTS -4" GA. AT JST W/ SYMBOL ONLY 2" J'8" ty EXT BOTH BC ANGLES AT JST W/ SYMBOL ONLY SECTION 51 1'-33/16" WF COLUMN -2i'2" BL FULL TCX 1 4 1346" x 2" SLOTS -4" GA. AT JST W/ SYMBOL ONLY 23/4" SECTIO\ S3 -2" BL FULL TCX SECTION S5 Yz" BL 1/4 TIE PL N BV 1346" x 2" SLOTS -4" GA. AT JST W/ SYMBOL ONLY 0'" 2 8" f /46Y2"7" / Y4" EXT BOTH BC ANGLES AT JST W/ SYMBOL ONLY SECTIO\ S6 10" COLUMN -2Y" BL FULL TCX 1346" x 2" SLOTS -4" GA. AT JST W/ SYMBOL ONLY 2Y„ 8 SECTION S9 -Y4" BL - SPECIAL BOLTS --- 3/8" BOLTS -- 3 1346" x 2" SLOTS -4" GA. AT JST W/ SYMBOL ONLY 23,4 SECTION S2 --1" BL FULL TCX 3 1346" x 2" SLOTS -4" GA. AT JST W/ SYMBOL ONLY 234„ SECTION S4 0" BL FULL TCX 1/4 I/ 3 1346" X 2" SLOTS -4" GA. AT JST W/ SYMBOL ONLY 2" SECTION S5A Y2" BL Y4" 1346" x 2" SLOTS -4" GA. AT JST W/ SYMBOL ONLY SECTION S8 -Y4" BL 1 4 1346" x 2" SLOTS -4" GA. AT JST W/ SYMBOL ONLY 3 13/41 /4 Lr SECTION S 1 O Y2" BL FULL TCX BRIDGING DETAIL --- 31 BRIDGING DETAIL — 32 (TYPICAL "B" BRDG. TO BEAM) (TYPICAL HORIZ. BRDG. TO BEAM) A 4 3 1346" x 2" SLOTS -4" GA. AT JST W/ SYMBOL ONLY 13/„ 4 SECTION S 1 1 2" BL FULL TCX 72" 4 1346" x 2" SLOTS -4" GA. AT JST W/ SYMBOL ONLY 2%4" SECTION S12 -2" BL FULL TCX 3 1346" x 2" SLOTS -4" GA. AT JST W/ SYMBOL ONLY 23%4" j SECTION S13 -2" BL FULL TCX SPECIAL BOLTS BRIDGING DETAIL — 33 (TYPICAL "B" BRDG. TO JOIST) 56'--11" 29'-5Y2" 12" 1/4"v 6" y f Co M 12" 0 1/4" 29'-5y" PROFILE 1 56'--11x2" 12" 1 /4" I* 6" rn PROFILE 4 56'--10" 29'-4" Co PROFILE 5 12" 1/4' JLIL41 RECEIVED ClT" Jill_ 0 3 7001 CLN I L.R REVIEWED FOR CODE COMPLIANCE APPROVED JUL - 9 2007 City OfTukwila T I o(a 1� FOR FIELD USE FINAL PLANS NOTE TO CONTRACTOR AND ERECTOR: RESPONSIBILITY FOR FIELD MODIFICATIONS OR ADDITIONAL MATERIAL WILL NOT BE ACCEPTED UNLESS PREVIOUSLY AUTHORIZED BY NUCOR CORPORATION. ; April 30, 2007 SEQUENCES ALL JOISTS U.N.O. TO RECEIVE PRIMER [f MCUIIGL�QL'T EG1�QLiip b � b PMOUES PH.# (435)734-9433 FAX# (435)723-5423 ' Y 't (1875 WEST HIGHWAY 13 SOUTH (P.O. BOX 637 BRIGHAM CITY, UT BRIGHAM CITY, UT 84302) 84302) PRINTS FOR STEEL ENCOUNTERS NORTHWEST FNL 4 AT SEATTLE, WA - USA JOB WESTFIELD SOUTHCENTER AT TUKILA, WA USA DRAWN BY DJA DATE 1/0g/07 CK'D BY B R H DATE 1/07 No. REVISI❑NS DATE A APPROVAL REVISIONS 4/3/07 FILE No. S80--05-0985 DRWG No. J3 OF 3 7 11:07117 AM 0 6:\1129_5outh_Center\03—Production\ArchltecturaI\QO..J asters\Site Exhibits\2007-04—D3 Cheesecake Exhibit\1129_SHFL_Ex_AO1-01-03A.dwg DALE: 04/05/07 2:48pm l Dog. gie F f / / / / i % .'y (/ f ; f ...._ // /r w � _..... y •—•—=• /ss / '5 h Is 875 SPACES Ei , / %•y s F rs, J o J L s u ! r i F / / :✓ �-f A' — 4•.v: n.:.,.,k.K:..Kw.,.,nn.h,nr:,.,nn:,,,K �' nry,. .,,..,.,,,,.. C 7 AKA inervyws 2 LEVELS macys 4 LEVELS iii NORDSTROM 3 LEVELS 4'nn: S t:RK 5 607 SPACES ti 1 742 SPACES • 2,41.4 • 11 JCPenney • • • • • • • o • • • • f: / • • r • • X/'; 1// 458 SPACES c\& cZy /-/ We/ 12:7 PROPOSED SUMMARY OF GARAGE PARKING COUNT: EXISTING NORTH PARKING PROPOSED SOUTH PARKING PROPOSED STRUCTURED PARKING -I- ROOF TOTAL PROPOSED PARKING 3457 SPACES 2615 SPACES 957 SPACES 7029 SPACES COUNT * INCLUDES COMPACT STALLS 1)CAP-- RECEIVED !RR 06 200 commumN DevEwelialt tit SOU Parkin ER tures •••:•::13.33 ScwathcentiF-Mall -ftlwila, WA., *188-2888 206-24-6-0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAINING IS AN INSTRUMENT Of SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WilHOUT THE ARCHITECTS PERMISON AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECTS NAME. ALL DESIGN AND OTHER INFORMADON SHOWN CN THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM IHE ARCHITECT Registration No. Consultants Key Plan: No. Revision Date A ADDENDUM 03/29/2007 Sheet Title PROPOSED PARKING COUNT PLAN Job No. Date Scale AS NOTED x 1411-3A GENERAL NOTES A CETERAL NOTES 1. THE CONSTRUCTION PROJECT MANAGER IS RESPONSIBLE FOR ALL COORDINATION BETWEEN SUBCONTRACTORS BASED ON ENTIRE SET OF DOCUMENTS. NO EXTRA COMPENSATION WILL BE GIVEN TO A BIDDER OR SUPPLIER WHO HAS BID FROM AND INCOMPLETE SET OF CONSTRUCTION DOCUMENTS. IN CASE OF INCONSISTENCIES OR DISCREPANCIES BETWEEN DRAWING THE MOST STRINGENT NOTE OR CONDITION SHALL APPLY AND THE CONTRACTOR SHALL NOTIFY PROJECT ARCHITECT IMMEDIATELY OF SUCH DISCREPANCIES. 2. IT IS THE RESPONSIBILITY OF THE CONSTRUCTION PROJECT MANAGER TO FIELD VERIFY EXISTING SITE CONDITIONS AND DIMENSIONS PRIOR TO STARTING CONSTRUCTION. THE CONDITIONS SHOWN ON THESE DOCUMENTS ARE BASED ON INFORMATION SUPPLIED FROM EXISTING BLUE PRINTS. 3. THE CONSTRUCTION PROJECT MANAGER IS RESPONSIBLE FOR MAINTAINING A CURRENT SET OF CONSTRUCTION DRAWINGS ON SITE DURING CONSTRUCTION. THE CONTRACTOR SHALL INDICATE ON THESE PLANS ALL APPROVED CHANGES TO THIS WORK. THIS SET SHALL BE TURNED OVER TO PROJECT ARCHITECT WHEN THE PROJECT IS COMPLETE. 4. IF ANY ERRORS, DISCREPANCIES OR OMISSIONS APPEAR ON THESE DRAWING, SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, THE CONTRACTOR SHALL NOTIFY PROJECT ARCHITECT IMMEDIATELY. 5. NO MATERIAL SUBSTITUTIONS WILL BE ALLOWED UNLESS SUBMITTED IN WRITING TO PROJECT DESIGNER FOR APPROVAL IN WRITING. NOTIFICATION MUST BE SUBMITTED WITHIN 10 WORKING DAYS OF CONTRACT AWARD. 6. THE CONSTRUCTION PROJECT MANAGER IS REQUIRED TO PROVIDE A LIST OF ALL SUBCONTRACTORS TO BE USED SUBMIT LIST TO THE PROJECT ARCHITECT WITHIN (TEN) 10 WORKING DAYS OF CONTRACT AWARD 7. THE CONSTRUCTION PM IS RESPONSIBLE FOR COORDINATING ALL SHIPMENTS OF OWNER SUPPLIED MATERIALS. THIS INCLUDES VERIFYING PACKING LISTS AGAINST ORDER FORMS AND BILLS OF LOADING. IF THIS IS NOT DONE, THE CONTRACTOR WILL BEAR THE COST OF ANY EXPEDITED FREIGHT CHARGES TO MEET THE CONSTRUCTION SCHEDULE. THE CONTRACTOR IS RESPONSIBLE FOR FILING DAMAGE REPORTS AND MUST MAINTAIN PACKING MATERIALS FOR SHIPMENT OF DAMAGED ITEMS. 8. THE CONSTRUCTION PROJECT MANAGER SHALL KEEP ALL HANDBOOKS AND PAPERWORK INCLUDING ALL PACKING SLIPS LADING IN A MARKED ENVELOPE. THIS ENVELOPE IS TO BE TURNED OVER TO OWNER. g THE CONSTRUCTION PROJECT MANAGER SHALL DELIVER TO FILE A COPY OF THE CERTIFICATE OF OCCUPANCY, LIEN WAIVER, WARRANTIES, GUARANTEES AND EQUIPMENT OPERATION MANUALS. THE ORIGINAL CERTIFICATE OF OCCUPANCY TO BE FRAMED AND MOUNTED AT MALL MANAGER'S DESK. 10. THE CONSTRUCTION PROJECT MANAGER SHALL BE RESPONSIBLE FOR THE CLEAN UP OF ALL TRADES. 11. THE DRAWINGS ARE NOT TO BE SCALED. 12. THESE DRAWING ARE NOT TO BE ALTERED IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM PROJECT ARCHITECT. 13. COORDINATE CONSTRUCTION TIME AND NOISE REQUIREMENTS WITH MALL MANAGEMENT. 14. UPON COMPLETION OF CONSTRUCTION, IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CLEAN ALL FINISH SURFACES AS PER MANUFACTURER'S INSTRUCTIONS AND TO EMPLOY THE SERVICES OF A PROFESSIONAL CLEANING COMPANY IN ORDER TO ASSURE AN ABSOLUTELY CLEAN SPACE. 15. THE CONSTRUCTION PROJECT MANAGER SHALL PROVIDE PROTECTIVE COVERING OF ALL EQUIPMENT, MERCHANDISE, CARPET, AND ETC... 16. COORDINATE ALL ACTIVITIES WITH MALL MANAGEMENT PRIOR TO START OF CONSTRUCTION. INTERRUPTION OF SERVICES TO THE BUILDING SHALL NOT BE ALLOWED. IF REQUIRED, COORDINATE SUCH INTERRUPTIONS WITH THE MALL MANAGER. EXISTING SERVICES WHICH ARE IN ANY WAY AFFECTED BY THE PERFORMANCE OF THIS WORK SHALL BE PROTECTED AND MAINTAINED, INCLUDING UTILITY SERVICES FOR THE BUILDING THAT ORIGINATE IN OR THROUGH THE SPACE. 17. CONSTRUCTION PROJECT MANAGER TO PROVIDE AND COORDINATE INSTALLATION OF TEMPORARY BARRICADES AND DUST PROTECTION AS REQUIRED BY BUILDING MALL MANAGEMENT. 18. ALL CONSTRUCTION TO CONFORM TO ALL APPLICABLE CODES AND ORDINANCES. 19. ALL DIMENSIONS ARE TO EITHER THE CENTERLINE OR TO THE FACE OF STUDS, UNLESS NOTED OTHERWISE 20. CONSTRUCTION PROJECT MANAGER SHALL BE RESPONSIBLE FOR COORDINATING ALL THEIR WORK AND THE WORK OF THEIR SUB -CONTRACTORS WITH STRUCTURE AND SHELL BUILDING ELEMENTS. CONSTRUCTION PM SHALL IMMEDIATELY NOTIFY PROJECT ARCHITECT OF ANY SIGNIFICANT DISCREPANCIES BETWEEN DRAWINGS AND BUILDING SHELL. 21. CONSTRUCTION PROJECT MANAGER TO PROVIDE FIRE EXTINGUISHERS AS REQUIRED. VERIFY QUANTITY AND LOCATION WITH LOCAL OFFICIALS AND COORDINATE LOCATION OF SAME WITH ARCHITECT. 22. CONSTRUCTION PROJECT MANAGER (PM) SHALL BE RESPONSIBLE FOR CUTTING OF STUDS, INSERTS AND BLOCKING AS REQUIRED. 23. CONSTRUCTION PM TO PROVIDE FULL FLOOR PREPARATION AS REQUIRED TO RECEIVE NEW FINISHES. ALL NEW MAJOR FLOOR PREP. MUST BE BROUGHT TO THE AIILNTION OF THE BUILDING MANAGER PRIOR TO COMMENCEMENT OF SAID WORK. 24. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF LIGHTING WITH ELECTRICAL DRAWINGS. 25. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL LIGHT FIXTURE SUPPORTS. 26. SHOP DRAWINGS ARE TO BE SUBMITTED TO WESTFIELD. SHOP DRAWINGS ARE TO BE RETURNED TO THE CONTRACTOR WITHIN FIVE (5) WORKING DAYS. 27. CONSTRUCTION PM IS RESPONSIBLE TO ACQUIRE AS -BUILT DRAWINGS FROM ALL SUBCONTRACTORS UPON COMPLETION OF THE PROJECT AND TO SUBMIT TO PROJECT ARCHITECT. 28. ALL COORDINATION BETWEEN SUBCONTRACTORS SHALL BE BASED BASED ON ENTIRE SET OF DOCUMENTS. NO EXTRA COMPENSATION WILL BE GIVEN TO A BIDDER OR SUPPLIER WHO HAS BID FROM AN INCOMPLETE SET OF CONSTRUCTION DOCUMENTS. IN CASE OF INCONSISTENCIES OR DISCREPANCIES BETWEEN DRAWING THE MOST STRINGENT NOTE OR CONDITION SHALL APPLY AND THE CONTRACTOR SHALL NOTIFY OWNER/ARCHITECT IMMEDIATELY OF SUCH DISCREPANCIES. 29. IT IS THE RESPONSIBILITY OF THE SUB -CONTRACTOR TO FIELD VERIFY EXISTING SITE CONDITIONS AND DIMENSIONS PRIOR TO STARTING CONSTRUCTION. THE CONDITIONS SHOWN ON THESE DOCUMENTS ARE BASED ON INFORMATION SUPPLIED BY LANDLORD. 30. THE SUB -CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A CURRENT SET OF CONSTRUCTION DRAWINGS ON SITE DURING CONSTRUCTION. THE SUB -CONTRACTOR SHALL INDICATE ON THESE PLANS ALL APPROVED CHANGES TO THIS WORK. THIS SET SHALL BE TURNED OVER TO OWNER/ARCHITECT WHEN THE PROJECT IS COMPLETE. 31. IF ANY ERRORS, DISCREPANCIES OR OMISSIONS APPEAR ON THESE DRAWING, SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, THE CONTRACTOR SHALL NOTIFY OWNER/ARCHITECT IMMEDIATELY. 32. NO MATERIAL SUBSTITUTIONS WILL BE ALLOWED UNLESS SUBMITTED IN WRITING TO OWNER\ARCHITECT FOR APPROVAL IN WRITING. NOTIFICATION MUST BE SUBMITTED WITHIN (TEN) 10 WORKING DAYS OF CONTRACT AWARD. 33. ALL SUBCONTRACTORS TO BE USED WILL SUBMIT LIST TO THE OWNER/ARCHITECT WITHIN (TEN) 10 WORKING DAYS OF CONTRACT AWARD. 34. THE SUB -CONTRACTOR IS RESPONSIBLE FOR CHECKING IN AND VERIFYING ALL SHIPMENTS OF OWNER SUPPLIED MATERIALS. THIS INCLUDES VERIFYING PACKING LISTS AGAINST ORDER FORMS AND BILLS OF LOADING. IF THIS IS NOT DONE, THE SUB -CONTRACTOR WILL BEAR THE COST OF ANY EXPEDITED FREIGHT CHARGES TO MEET THE CONSTRUCTION SCHEDULE. THE SUB -CONTRACTOR IS RESPONSIBLE FOR FILING DAMAGE REPORTS AND MUST MAINTAIN PACKING MATERIALS FOR SHIPMENT OF DAMAGED ITEMS. 35. THE SUB -CONTRACTOR SHALL KEEP ALL HANDBOOKS AND PAPERWORK INCLUDING ALL PACKING SLIPS LADING IN A MARKED ENVELOPE. THIS ENVELOPE IS TO BE TURNED OVER TO OWNER. 36. THE SUB -CONTRACTOR SHALL DELIVER TO OWNER A COPY OF THE CERTIFICATE OF OCCUPANCY, LIEN WAIVER, WARRANTIES, GUARANTEES AND EQUIPMENT OPERATION MANUALS. THE ORIGINAL CERTIFICATE OF OCCUPANCY TO BE FRAMED AND MOUNTED AT STORE MANAGER'S DESK. 37. THE DRAWINGS ARE NOT TO BE SCALED. 38. THESE DRAWING ARE NOT TO BE ALTERED IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM OWNER OR FROM OWNER'S ARCHITECT. 39. COORDINATE CONSTRUCTION TIME AND NOISE REQUIREMENTS WITH CONSTRUCTION PROJECT MANAGER. 40. COORDINATE ALL ACTIVITIES WITH MALL MANAGEMENT PRIOR TO START OF CONSTRUCTION. INTERRUPTION OF SERVICES TO THE BUILDING SHALL BE HELD TO A MINIMUM. COORDINATE SUCH INTERRUPTIONS WITH THE OWNER. EXISTING SERVICES WHICH ARE IN ANY WAY AFFECTED BY THE PERFORMANCE OF THIS WORK SHALL BE PROTECTED AND MAINTAINED, INCLUDING UTILITY SERVICES FOR THE BUILDING THAT ORIGINATE IN OR THROUGH THE SPACE. 41. SUBCONTRACTOR TO PROVIDE AND COORDINATE INSTALLATION OF TEMPORARY BARRICADES AND DUST PROTECTION AS REQUIRED BY CONSTRUCTION PROJECT MANAGER, 42. ALL CONSTRUCTION TO CONFORM TO ALL APPLICABLE CODES AND ORDINANCES. 43. SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATING ALL THEIR WORK WITH STRUCTURE AND SHELL BUILDING ELEMENTS. CONTRACTOR SHALL NOTIFY OWNER OF ANY SIGNIFICANT DISCREPANCIES BETWEEN DRAWINGS AND BUILDING SHELL. 44. THE CONSTRUCTION SHALL NOT RESTRICT ACCESS TO A FIVE FOOT CLEAR UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METER, APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOK UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES WHEATHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS OR ADDITIONAL EXPENSES O NERAL REOUREMENTS 1. CONSTRUCTION SHALL CONFORM WITH LOCAL CURRENT BUILDING CODE(S), WITH AMENDMENTS BY BY THE GOVERNING ENFORCEMENT BODIES (HEREINAFTER REFERRED TO AS THE CODE), ALL APPLICABLE ORDINANCES AND REGULATIONS, THE SPECIFICATIONS AND THE DRAWINGS. 2. DETAILS ARE INTENDED TO SHOW METHOD AND MANNER OF ACCOMPLISHING WORK. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT THE JOB DIMENSIONS OR CONDITIONS AND SHALL BE INCLUDED AS PART OF THE WORK. 3. VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO THE STARTING ANY WORK. 4. VERIFY LOCATION AND SIZE OF ALL OPENINGS WITH ALL DRAWINGS AND MANUFACTURED ITEMS WHERE APPLICABLE, PRIOR TO THE STARTING ANY WORK. 5. VERIFY INSERTS AND EMBEDDED ITEMS WITH ALL DRAWINGS AND MANUFACTURED ITEMS WHERE APPLICABLE, PRIOR TO THE STARTING ANY WORK. 6. GLASS AND GLAZING SHALL CONFORM WITH THE CURRENT LOCAL CODE(S), CHAPTER 24 AND WITH U.S. CONSUMER PRODUCT SAFETY COMMISSION REQUIREMENTS. GLAZED OPENINGS LESS THAN 18 INCHES ABOVE ADJACENT FLOOR SHALL BE TEMPERED GLASS APPROVED FOR IMPACT HAZARD. 7. LATHING, PLASTERING AND GYPSUM DRYWALL SHALL CONFORM WITH THE CODE, CHAPTER 25. GYPSUM DRYWALL FASTENERS SHALL BE INSPECTED AND APPROVED BY THE BUILDING DEPARTMENT BEFORE JOINTS ARE TAPED. ALL DRYWALL SHALL BE 5/8" THICK, TYPE "X" 1 -HOUR UNLESS OTHERWISE NOTED. 8. TENANT PARTITIONS SHALL BE LOCATED AS PER ARCHITECTURAL PLANS. DEMISING PARTITIONS ARE OF 1 -LAYER OF 5/8" GYPSUM DRYWALL (TYPE 'X') OVER ONE SIDE OF METAL STUDS AT 16" O.C. PROVIDE METAL STUD WALL FRAMING ONLY, READY TO RECEIVE DRYWALL. DRYWALL IS N.I.C. FOR DEMISED PORTION ONLY. 9. IN ALL INSTANCES PROVIDE ISOLATION OF ALUMINUM FROM ADJACENT STEEL. 10. ALL VISIBLE "ARCHITECTURAL" WELDS, SUCH AS AT STAIR RAILS, ETC., SHALL BE GROUND SMOOTH. PROVIDE PLASTER SCREEDS AS DETAILED ON THE DRAWINGS. SEPARATION SCREEDS ® 1O'-0", O.C. MAXIMUM AND EXPANSION SCREED 10'-0". O.C. MAXIMUM, AND AS OTHERWISE LOCATED ON DRAWINGS. PROVIDE SHOP DRAWINGS SHOWING LOCATIONS. 11. EXTERIOR APPLICATION OF DRYWALL BACKING SHALL BE ACCORDING TO MANUFACTURER'S RECOMMENDATION FOR EXPANSION AND CONTRACTION MOVEMENT AND SHALL BE ONLY OF THE TYPE USED IN AN EXTERIOR APPLICATION. 12. EXTERIOR EXPANSION JOINT ASSEMBLY MUST BE WEATHERPROOFED AND WATERPROOFED. EMPHASIS IS GALLED TO EXTERIOR INSTALLATION OVER INTERIOR TENANT SPACE. 13. MECHANICAL VENTILATION FOR MECHANICAL/UTILITY ROOM SHALL BE AS REQUIRED BY MECHANICAL DRAWINGS. 14. PENETRATION OF PLUMBING THROUGH FLOORS SHALL BE SEALED WITH NON -HARDENING SEALANT OR GASKETING. 15. PAINT ALL GRILLES, VENT SCREEN AND LOUVERS TO MATCH ADJACENT WALL COLOR EXCEPT WHERE OTHERWISE NOTED. 16. FIRE SUPPRESSION AND CONTROL SYSTEMS SHALL HAVE SEPARATE SUBMITTAL AND PERMIT. 17. RETAINING WALLS SHALL BE WATERPROOFED ON THE SIDE ADJOINING THE GRADE. PROTECTION BOARD SHALL BE PART OF WATERPROOFING ASSEMBLY. 18. PROVIDE ALL NECESSARY BACKING AND FRAMING FOR WALL -MOUNTED ITEMS, LIGHT FIXTURES, INTERIOR AND EXTERIOR MALL SIGNAGE AND ALL OTHER ITEMS REQUIRING SAME. 19. EXIT SIGNS SHALL BE POSTED AT ALL REQUIRED EXITS WITH MINIMUM 6" HIGH LETTERS. 20. TELEVISION ANTENNA CROSS ARMS OR OTHER ROOF OBSTRUCTIONS SHALL BE LOCATED 7' MINIMUM ABOVE THE ROOF. 21. FIRE AND SMOKE DAMPERS OR DOORS SHALL BE PROVIDED WHERE AIR DUCTS PENETRATE FIRE RATED WALLS OR CEILINGS; SEE MECHANICAL PLANS. FIRE STOPPING SHALL BE PROVIDED AT ALL PENETRATIONS (PIPES, DUCTS, CONDUITS CABLES AND WIRING NOT IN CONDUITS) AS PER ASTM E 814-94 22. NO TRENCHES OR EXCAVATIONS 5 FEET OR MORE IN-DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND. 23. THE CONSTRUCTION OR DEMOLITION OF ANY BUILDING, STRUCTURE, SCAFFOLDING OR FALSE WORK MORE THAN 3 STORIES OR 36 FEET IN HEIGHT REQUIRES A PERMIT FROM THE STATE OF WASHINGTON PRIOR TO ISSUANCE OF A BUILDING PERMIT. 24. DEAD ENDS OF CORRIDORS ARE LIMITED TO 20 FEET. 25. ROOF DRAINS AND OVERFLOW DRAINS DISCHARGING WATER MUST BE CONDUCTED UNDER SIDEWALK. 26. THE AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE COMPLETE AND OPERATIONAL THROUGHOUT THE MALL BUILDING BEFORE ANY OF THE TENANT SPACES ARE OCCUPIED. 27. STANDPIPES SHALL BE CLASS I. 28. SMOKE CONTROL SYSTEM SHALL BE PROVIDED. 29. A PUBLIC ADDRESS SYSTEM SHALL BE PROVIDED OR EXTENDED. 30. BRICK AND STONE VENEER (MAX. THK. 4") SHALL BE ANCHORED. 31. ROOF DRAINS AND OVERFLOW DRAINS PENETRATING OCCUPANCY SEPARATIONS SHALL BE PROTECTED IN ACCORDANCE WITH THE APPLICABLE CODES SECTION OF THE 'IBC'. A FIRE -RESISTIVE RATING SHALL BE PROVIDED FOR PENETRATING ITEMS. 32. TWO HOUR FIRE / SMOKE DAMPERS SHALL BE PROVIDED AT DUCTS PENETRATING EXIT PASSAGEWAYS. 33. HORIZONTAL EXITS MUST COMPLY WITH I.B.C. SECTIONS 705, 706, 711 B. SECURITY REOUIRBIE TS 1. GLAZED OPENINGS WITHIN 40" OF THE DOOR LOCK WHEN THE DOOR IS IN THE CLOSED POSITION SHALL BE FULLY TEMPERED GLASS. 2. DOOR STOPS OF IN -SWINGING DOORS SHALL BE ONE-PIECE CONSTRUCTION WITH THE JAMB AT EXTERIOR DOORS. 3. PIN -TYPE HINGES WHICH ARE ACCESSIBLE FROM OUTSIDE WHEN THE DOOR IS CLOSED SHALL HAVE NON -REMOVABLE HINGE PINS. IN ADDITION, THEY SHALL HAVE MINIMUM 1/4" DIAMETER STEEL JAMB STUD WITH 1/4" MINIMUM PROJECTION UNLESS THE HINGES ARE SHAPED TO PREVENT REMOVAL OF THE DOOR IF THE HINGE PINS ARE REMOVED. 4. DEAD BOLTS SHALL CONTAIN HARDENED INSERTS. 5. STRAIGHT DEADBOLTS SHALL HAVE A MINIMUM THROW OF 1" AND AN EMBEDMENT OF NOT LESS THAN 5/8". 6. A HOOK -SHAPED OR AN EXPANDING LUG DEADBOLT SHALL HAVE MINIMUM THROW OF 3/4". 7. CYLINDER GUARDS SHALL BE INSTALLED ON ALL CYLINDER LOCKS WHENEVER THE CYLINDER PROJECTS BEYOND THE FACE OF THE DOOR OR IS OTHERWISE ACCESSIBLE TO GRIPPING TOOLS. C. ENERGY REM/RELENTS: 1. PLANS SHALL COMPLY WITH THE ENVELOPE COMPLIANCE DOCUMENT. ALL INSULATION SHALL CONFORM TO FEDERAL SPECIFICATION HH -1-521F OR ASTMC-665. WALLS ARE TO BE R-21, EITHER BATTS ONLY, OR A COMBINATION OF BATTS + RIGID INSULATION AT THE EXTERIOR SURFACE OF THE WALL. BATT INSULATION IS TO HAVE SURFACE CHARACTERISTICS IN COMPLIANCE WITH CURRENT CODES, IE. FLAMESPREAD < 25 AND SMOKE DENSITY < 450. THIS SHALL COMPLY WITH AND THE 2003 WASHINGTON ENERGY CODE. ROOF ASSEMBLIES TO BE R-30 AND COMPLY WITH 2003 WASHINGTON ENGER Y CODE. 2. OPENINGS IN E" ' Y IN . :TET ' LLS BE PROPERLY WEA ER -STRIPPED OR GASKETED TO LIMIT AIR INFILTRATION AND COMPLY WITH AND THE 2003 WASHINGTON ENERGY CODE. 3. GLASS DOOR AND WINDOWS SHALL BE CERTIFIED AND LABELED TO SHOW COMPLIANCE WITH AIR INFILTRATION STANDARDS OF THE ANSI A134.1, A134.2, A134.3, A134.4 AND THE 2003 WASHINGTON ENERGY CODE. 4. A CERTIFICATE OF COMPLIANCE FOR INSULATION INSTALLATION SIGNED BY THE INSULATION CONTRACTOR AND THE GENERAL CONTRACTOR SHALL BE PROMINENTLY POSTED ON THE SITE FOR THE CITY INPSECTOR TO REVIEW AT ANY GIVEN TIME. 5. INSULATION MATERIAL SHALL MEET THE 2003 WASHINGTON ENERGY CODE PER SECTION 118 ENERGY EFFICIENCY STANDARDS (E.E.S.). 6. DOORS AND WINDOWS SHALL MEET THE MINIMUM INFILTRATION REQUIREMENTS AS PER THE 2003 WASHINGTON ENERGY CODE PER SECTION 116 ENERGY EFFICIENCY STANDARDS (E.E.S.). D. FHE REOUFIBBNTS 1. ALL REQUIRED EXISTS SHALL BE OPENABLE FROM INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. EXIT DOORS SHALL SWING IN THE DIRECTION OF EXIT. 2. PROVIDE (ONE) 1-2A RATED FIRE EXTINGUISHER FOR EACH 75' OF TRAVEL AND ON EACH FLOOR LEVEL, PROVIDED THAT ONE EXTINGUISHER IS SUPPLIED FOR EACH 6,000 SQUARE FEET OR FRACTION THEREOF. PROVIDE OTHER LOCATIONS PER FIRE MARSHALS DIRECTION. 3. PORTABLE FIRE EXTINGUISHER(S) SHALL BE HUNG NO MORE THAN 5 FEET (48") HIGH IN LOCATIONS AS DESIGNATED BY THE LOCAL FIRE DEPARTMENT. THEY SHALL BE HOUSED IN A CABINET. THEY SHALL BE IN NORMAL PATHS OF TRAVEL AND SIGNS SHALL BE CONSPICUOUS. 4. FIRE SUPPRESSION AND CONTROLS UNDER SEPARATE PACKAGE. 5. ASSEMBLY ROOMS: A. POST OCCUPANT CAPACITY SIGN WITH ONE -INCH (1") HIGH LETTERS. BASED UPON ASSEMBLY, 15 SQUARE FEET PER PERSON FOR ALL ASSEMBLY ROOMS, B. INTERIOR FINISHES SHALL CONFORM TO THE CURRENT MOST RESTRICTIVE CODE(S). C. ANY DECORATION USED SHALL BE NON-COMBUSTIBLE OR FLAMEPROOFED IN A MANNER APPROVED BY THE BUILDING DEPARTMENT. D. EXIT DOORS, EXIT LIGHTS, FIRE ALARM SENDING STATIONS AND FIRE EXTINGUISHER LOCATIONS SHALL NOT BE CONCEALED OR OBSTRUCTED BY ANY DECORATIVE MATERIAL. E. CONSTRUCTION AND (SAL: 1. SPRINKLER SYSTEM TO BE APPROVED BY FIRE MARSHALL PRIOR TO INSTALLATION. 2. INTERIOR WALL AND CEILING FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH 'IBC' APPLICABLE CODES. F. CSL DIMENSION NOTES 1. DIMENSIONS ON PLANS ARE TO FACE OF STUD OR CENTER LINE OF COLUMNS TYPICALLY, UNO. QSOB 1. ALL SIGNS SHALL BE CONSTRUCTED AND INSTALLED UNDER A SEPARATE BUILDING PERMIT. EL FIE DEPARTIuENT NOTES: 1. CORRIDOR DOORS: ALL EXIT ACCESS DOOR -WAYS AND DOORWAYS FROM UNOCCUPIED AREAS TO A CORRIDOR SHALL BE PROTECTED BY TIGHT FITTING SMOKE -AND DRAFT -CONTROL ASSEMBLIES OF NOT LESS THAN 60 MINUTES. SUCH DOOR SHALL NOT HAVE LOUVERS, MAIL SLOTS OR SIMILAR OPENINGS. THE DOOR AND FRAME SHALL BEAR AN APPROVAL LABEL OR OTHER IDENTIFICATION SHOWING THE RATING THEREOF, FOLLOWED BY THE LETTER "S". DOORS SHALL BE MAINTAINED SELF-CLOSING OR SHALL BE AUTOMATIC -CLOSING BY ACTUATION OF A SMOKE DETECTOR. SMOKE -AND DRAFT -CONTROL DOOR ASSEMBLIES SHALL BE PROVIDED WITH A GASKET SO INSTALLED AS TO PROVIDE A SEAL WHERE THE DOOR MEETS THE STOP ON BOTH SIDES AND ACROSS THE TOP. 2. ELECTRICAL PANELS SHALL NOT BE LOCATED WITHIN FIRE -RATED CORRIDORS. 3. CORRIDOR WINDOWS- WINDOWS IN CORRIDOR WALLS SHALL BE PROTECTED BY FIXED GLAZING LISTED AND LABELED OR MARKED FOR A FIRE PROTECTION RATING OF LEAST THREE-FOURTHS HOURS (THE FRAME AND THE GLASS) AND COMPLYING WITH. THE TOTAL AREA OF WINDOWS IN A CORRIDOR SHALL NOT EXCEED 25 PERCENT OF THE AREA OF A COMMON WALL WITH ANY ROOM. 4. INTERIOR WALL AND CEILING FINISHES SHALL COMPLY WITH THE APPLICABLE CODES SECTION OF THE 'IBC'. 5. PROVIDE EXIT SIGNS AND DIRECTIONAL EXIT SIGNS WITH MINIMUM 6" HIGH BY 3/4" STROKE BLOCK LETTERS ON A CONTRASTING BACKGROUND. SPACING BETWEEN SIGNS SHALL NOT EXCEED 100 FEET. 6. PROVIDE AN APPROVED SMOKE CONTROL SYSTEM IN THE MALL PER THE FIRE DEPARTMENT PLAN APPROVALS. EXITS 1. ALL REQUIRED CORRIDORS WILL HAVE A MINIMUM WIDTH OF (5'-6") 66". 2. AN EXIT WALKWAY WITH A MINIMUM WIDTH OF 44" SHALL BE MAINTAINED CONTINUOUSLY TO A PUBLIC WAY. 3. EXIT PATHS OR WALKWAYS TO PUBLIC WAY SHALL BE CLEARLY DELINEATED. EXIT PATHS MAY BE DELINEATED BY PAINTED LINES, RAILINGS, BARRIER POSTS, WALKS, OR OTHER APPROVED MEANS. 4. EXIT DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL WHEN SERVING 50 OR MORE PERSONS AND IN ANY HAZARDOUS AREA OR GROUP H OCCUPANCY. 5. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. NO DEADBOLTS, NO SLIDING BOLTS, ETC. 6. PANIC HARDWARE SHALL BE PROVIDED ON EXIT DOOR SERVING ROOMS, CORRIDORS OR STAIRWAY HANDLING AN OCCUPANT CAPACITY OF 50 OR MORE PERSONS, FROM ANY GROUP A, E, OR I OCCUPANCY AND 10 OR MORE IN MOTION PICTURE THEATERS. 7. ONLY PANIC HARDWARE APPROVED AND LISTED BY THE STATE FIRE MARSHAL SHALL BE INSTALLED. 8. AISLES LEADING TO REQUIRED EXITS SHALL HAVE A MINIMUM WIDTH OF 44". 9. PROVIDE AUTOMATIC FIRE EXTINGUISHING SYSTEM THROUGHOUT THE BUILDING. SIGNS 1. PROVIDE EXIT SIGNS AND DIRECTIONAL EXIT SIGNS WITH MINIMUM 6" HIGH BY 3/4" STROKE BLOCK LETTERS ON A CONTRASTING BACKGROUND. 2. MEANS OF EGRESS ILLUMINATION: WHENEVER THE BUILDING IS OCCUPIED, EXIT SIGNS SHALL BE LIGHTED SO THAT THEY ARE CLEARLY VISIBLE. THE MEANS OF EGRESS SHALL BE ILLUMINATED AT AN INTENSITY OF NOT LESS THAN 1 FOOT-CANDLE (10.76 1X) AT FLOOR LEVEL. 3. EXIT SIGNS SHALL BE INTERNALLY ILLUMINATED. 4. EXIT SIGNS: PROVIDE TWO SEPARATE SOURCES OF POWER FOR EXIT SIGNS IN ACCORDANCE WITH THE APPLICABLE CODES SECTION OF THE 'IBC'. ALL EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. TO ENSURE CONTINUED ILLUMINATION FOR A DURATION OF NOT LESS THAN 1 & 1/2 HOURS, THE EXIT SIGNS SHALL ALSO BE CONNECTED TO AN EMERGENCY ELECTRICAL SYSTEM. (BATTERIES OR AN EMERGENCY GENERATOR). 5, ILLUMINATION POWER SUPPLY: PROVIDE EXIT ILLUMINATION, CONNECTED TO A SOURCE OF EMERGENCY BACKUP POWER, IN ROOMS AND PORTIONS OF THE EXIT SYSTEM THAT SERVE/CONTAIN AN OCCUPANT LOAD OF 100 OR MORE OCCUPANTS. THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT ELECTRICAL CODE. 6. EXIT PATH LIGHTING SHALL BE PROVIDED FOR STAIRWAY, HALLWAY, EXIT PASSAGEWAY AND EGRESS TO A PUBLIC WAY ANY TIME THE BUILDING IS OCCUPIED. 7. STAIRWAY IDENTIFICATION IN BOTH RAISED ARABIC NUMERALS AND RAISED BRAILLE SYMBOLS SHALL BE PROVIDED ON ALL ACCESSIBLE FLOORS. 8. EXIT SIGNS: THE PATH OF TRAVEL TO AND WITHIN EXITS IN A BUILDING SHALL BE IDENTIFIED BY EXIT SIGNS CONFORMING TO THE REQUIREMENTS OF IBC SECTIONS. EXIT SIGNS SHALL BE READILY VISIBLE FROM THE DIRECTION OF APPROACH. EXIT SIGNS SHALL BE LOCATED AS NECESSARY TO INDICATE THE DIRECTION OF EGRESS TRAVEL. NO POINT SHALL BE MORE THAN 100 FEET FROM THE NEAREST VISIBLE SIGN. 9. POST A SIGN ADJACENT TO THE REQUIRED MAIN EXIT DOOR WITH 1" HIGH LETTERING STATING "THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS" MAIN EXIT ONLY." B. LDNG ACCEBSEL TTY 1. IN ADDITIONS TO PROVISIONS IN ADA OF THE CODE, EXITS WHICH PROVIDE ACCESS TO, OR EGRESS FROM BUILDINGS FOR PERSONS WITH DISABILITIES SHALL ALSO COMPLY WITH ADA PROVISIONS IN THE CODE. 2. INTERMEDIATE RAILS OR AN ORNAMENTAL PATTERN OF GUARDRAILS SHALL BE SPACED SUCH THAT A SPHERE (FOUR) 4 INCHES IN DIAMETER CANNOT PASS THROUGH. 3. TOP OF HANDRAILS AND HANDRAIL EXTENSIONS SHALL BE PLACED NOT LESS THAN 34 INCHES NOR MORE THAN 38 INCHES ABOVE THE NOSING OF TREADS AND LANDINGS. 4. HANDRAILS SHALL EXTEND IN THE DIRECTION OF THE STAIR RUN NOT LESS THAN 12 INCHES BEYOND THE TOP RISER. ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. 5. HANDRAILS AND GUARDRAILS SHALL BE DESIGNED FOR (TWENTY) 20 POUNDS PER LINEAL FOOT APPLIED HORIZONTALLY AT RIGHT ANGLES TO THE TOP RAIL. PROVIDE STRUCTURAL CALCULATIONS OF DETAILS AND CONNECTIONS. 6. STAIRWAYS SHALL HAVE HANDRAILS ON EACH SIDE, AND EVERY STAIRWAY REQUIRED TO BE MORE THAN 88 INCHES IN WIDTH SHALL BE PROVIDED WITH NOT LESS THAN ONE INTERMEDIATE HANDRAIL FOR EACH 88 INCHES OF REQUIRED WIDTH. INTERMEDIATE HANDRAILS SHALL BE SPACED APPROXIMATELY EQUALLY ACROSS WITH THE ENTIRE WIDTH OF THE STAIRWAY. 7. THERE SHALL BE A FLOOR OR LANDING ON EACH SIDE OF A DOOR. WHERE ACCESS FOR PERSONS WITH DISABLITIES IS REQUIRED, THE FLOOR OR LANDING SHALL NOT BE MORE THAN 1/2" LOWER THAN THE THRESHOLD OF THE DOORWAY. MISCELLANEOUS 1. BUILDING NUMBERS SHALL BE EASILY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. ADDRESS BOTH SIDES OF PROPERTY. 2. THE CONSTRUCTION, REMODEL, OR DEMOLITION OF A BUILDING SHALL COMPLY WITH CURRENT CITY AND STATE CODES. 3. MATERIALS INCLUDING WIRING WITHIN PLENUMS OR DUCTS SHALL HAVE A FLAME -SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE -DEVELOPED RATING OF NOT MORE THAN 50. 4. IN COMBUSTIBLE CONSTRUCTION, FIRE STOPPING AND DRAFT STOPPING SHALL BE INSTALLED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND SHALL FORM AN EFFECTIVE BARRIER BETWEEN FLOORS, BETWEEN A TOP STORY AND A ROOF OR ATTIC SPACE, AND SHALL SUBDIVIDE ATTIC SPACES, CONCEALED ROOF SPACES AND FLOOR -CEILING ASSEMBLIES. THE INTEGRITY OF ALL FIRE AND DRAFT STOPS SHALL BE MAINTAINED. 5. COMPLY WITH THE APPLICABLE CODES SECTION OF THE 'IBC'. FOR FLAME SPREAD RATING REQUIREMENTS. 6. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING -A SEPARATE PLUMBING PERMIT IS REQUIRED FRE PROTECTIONEouIPMExr 1. PROVIDE A MINIMUM OF (ONE) 1 2A1OBC FIRE EXTINGUISHER WITHIN 75 FEET TRAVEL DISTANCE FOR EACH 6,000 SQ. FEET OR PORTION THEREOF ON EACH FLOOR. 2. PROVIDE PORTABLE FIRE EXTINGUISHER WITH A RATING NOT LESS THAN 40BC FOR KITCHEN, ELECTRICAL ROOM, MECHANICAL ROOM OR PARKING GARAGE. PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY FIRE DEPARTMENT FIELD INSPECTOR. 4. PROVIDE AN APPROVED AUTOMATIC FIRE SPRINKLER SYSTEM PER CITY OF TUKWILA BUILDING CODE, SYSTEM SHALL BE INSTALLED 100% THROUGHOUT, 5. SEPA E PLANS •R AUTOMATIC FIRE ' `INKLER SYSTEM, FIRE ALARM SYSTEMS, AND ANY OTHER PLANS FOR FIXED FIRE PROTECTION EQUIPMENT SHALL BE SUBMII ILD TO THE FIRE MARSHAL FOR APPROVAL PRIOR TO INSTALLATION. 6. THE INSTALLATION OF AUTOMATIC FIRE SPRINKLER SYSTEMS SHALL COMPLY WITH THE APPLICABLE CODES SECTION OF THE 'IBC'. 7. PROVIDE SMOKE DETECTORS IN SUPPLY AND RETURN AIR DUCTS FOR ALL HVAC UNITS 2000 CFM/5-TON OR LARGER, OR SMALLER UNITS COLLECTIVELY SERVING A COMMON AREA. ALL UNITS SHALL BE ARRANGED TO SHUT DOWN SIMULTANEOUSLY. 8. STANDPIPES OF THE CAPACITY AND LOCATION SPECIFIED IN THE APPLICABLE CODES SECTION OF THE APPLICABLE CODES SECTION OF THE 'IBC' SHALL BE PROVIDED. SPECIAL HAM 1. FIRE DEPARTMENT ACCESS TO ROOFS IN THE EVENT OF A FIRE SHALL NOT BE OBSTRUCTED BY WIRES, RAZOR RIBBON, FENCES, CABLES, AERIALS, ANTENNAS, OR SOLAR PANELS. 2. PROVIDE COLLISION BARRIERS ADEQUATE TO PROTECT CONTROL METERS, REGULATORS, AND PIPING FOR HAZARDOUS MATERIALS THAT ARE EXPOSED TO VEHICULAR DAMAGE. 3. ROOF COVERING SHALL BE FIRE RETARDANT. 4. FIRE DAMPERS OR DOORS SHALL BE PROVIDED WHERE DUCTS PENETRATE FIRE -RATED WALLS OR CEILINGS. L BULDNO DEPARTMENT NOTES: 1. FOR "SHELL ONLY BUILDINGS" A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED AND THE BUILDING SHALL NOT BE USED FOR ANY PURPOSE UNTIL TOILETS AND EXIT FACILITIES ARE PROVIDED UNDER SEPARATE PERMIT. 2. ALL REQUIRED PERMITS MUST BE OBTAINED FROM THE FIRE PREVENTION BUREAU BEFORE THE BUILDING IS OCCUPIED. 3. PLANS FOR FIRE SPRINKLER SYSTEM, AND FIRE ALARM SYSTEM MUST BE SUBMITTED TO, AND APPROVED BY, THE FIRE PREVENTION BUREAU BEFORE THIS EQUIPMENT IS INSTALLED. 4. FIRE AND/OR SMOKE DAMPER ASSEMBLIES, INCLUDING SLEEVES, AND INSTALLATION PROCEDURES SHALL BE APPROVED BY THE BUILDING INSPECTOR PRIOR TO INSTALLATION. 5. 6. 7. 8. 9. ALL BUILDINGS WILL BE TYPE 2B CONSTRUCTION INTERIOR FINISH MATERIALS APPLIED TO WALLS AND CEILINGS SHALL BE TESTED AS SPECIFIED IN SECTION 802. GLASS SKYLIGHTS SHALL COMPLY WITH THE APPLICABLE CODES SECTION OF THE 'IBC'. PROVIDE ANTI GRAFFITI FINISH AT THE FIRST 9 FEET MEASURED FROM GRADE AT EXTERIOR WALLS AND DOORS. PARKING STRUCTURES SHALL BE COMPLETE PRIOR TO ISSUANCE OF THE MALL EXPANSION CERTIFICATE OF OCCUPANCY 10. ELEVATOR SMOKE GUARDS WILL BE PER CURRENT AND LOCAL CODES OR EQUAL 11. NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL PARKING SHOWN ON THE PLANS IS IN PLACE 633 Southcenter Parkway Tukwila, WA., 98188-2888 206-246-0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECTS NAME, ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. 8297 [ (ISI EnED A 4CHIT t,T JOHN MAPRC III STA Consultants Approvals/Phase: PERMIT/BID ADDENDUM ,J 02/05/2007 Key Plan: No. Revision Date Pc PLAN CHECK REVISIONS 2006 AUGUST 21 A REVISION 'I' 2006 Sept. 26 A ADDENDUM J 2007 Feb. 5 r-- - AREVIEFOR CQfE (YWE' MDlD Tnnl F ww. ,a i-aj •, 1 MAR 5 2007 0 ~City Of T MWS BUILDING DMVMSION I A A A A A A A A 0 0 A A A 0 A 0 Sheet Title GENERAL NOTES RECEIVED FEB - 9 2007 PERMIT CEN7Er Job No. 1129 Date 6-15-2005 Scale NTS A0.0-1 0: \1129_South_Center\03—Production\_Pit Files \2007-02—D7 Addendum J\5129_SHFL_A00-00-01.dwg DATE: 02/07/07 5:41pm I DISABLED ACCESS REGULATIONS PARKING, PASSENGER DROP-OFF PLUS LOADING ZONES: PARKING: 1. PROVIDE DISABLED PARKING SPACES AS REQUIRED BY TABLE 116-7. SEC.1129B.1 NUMBER OF STALLS AS SHOWN ON FLOOR PLANS. 2. AT FACILITIES PROVIDING MEDICAL CARE AND OTHER SERVICES FOR PERSONS WITH MOBILITY IMPAIRMENTS, PARKING SPACES COMPLYING WITH THIS SECTION SHALL BE PROVIDED IN ACCORDANCE WITH TABLE 11 B-7 EXCEPT AS FOLLOWS: a. OUTPATIENT UNITS AND FACILITIES: 10% OF THE TOTAL NUMBER OF PARKING SPACES PROVIDED SERVING EACH SUCH OUTPATIENT UNIT FACILITY. SEC.1129B.3.1, b. UNITS AND FACILITIES THAT SPECIALIZE IN TREATMENT OR SERVICES FOR PERSONS WITH MOBILITY IMPAIRMENTS: 20% OF THE TOTAL NUMBER OF PARKING SPACES PROVIDED SERVING EACH SUCH UNIT OR FACILITY. SEC.1129B.3.2. 3. ACCESSIBLE PARKING SPACES SERVING A PARTICULAR BUILDING SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE OF TRAVEL FROM ADJACENT PARKING TO A PRIMARY ENTRANCE. SEC.1129B.1. 4. IN PARKING FACILITIES THAT DO NOT SERVE A PARTICULAR BUILDING, ACCESSIBLE PARKING SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE OF TRAVEL TO AN ACCESSIBLE PEDESTRIAN ENTRANCE OF THE PARKING FACILITY. SEC.1129B.1. 5. IN BUILDINGS WITH MULTIPLE ACCESSIBLE ENTRANCES WITH ADJACENT PARKING, ACCESSIBLE PARKING SPACES SHALL BE DISPERSED AND LOCATED CLOSEST TO THE ACCESSIBLE ENTRANCES. SEC.1129B.1. 6. WHERE SINGLE ACCESSIBLE PARKING SPACES ARE PROVIDED, THEY SHALL BE 14' WIDE AND OUTLINED TO PROVIDE A 9' PARKING AREA AND A 5' LOADING AND UNLOADING ACCESS AISLE ON THE PASSENGER SIDE OF THE VEHICLE. SEC.112913.4.1 & FIG.11B-18B. 7. WHEN MORE THAN ONE ACCESSIBLE PARKING SPACES IS PROVIDED, IN LIEU OF PROVIDING A 14' WIDE SPACE FOR EACH PARKING SPACE, TWO SPACES CAN BE PROVIDED WITHIN A 23' WIDE AREA LINED TO PROVIDED A 9' PARKING AREA ON EACH SIDE OF A 5' LOADING AND UNLOADING ACCESS AISLE IN THE CENTER. SEC.1129B.4.1 & FIG.11B-18A 8. THE MINIMUM LENGTH FOR AN ACCESSIBLE PARKING SPACE SHALL BE 18'. SEC.1129B.4.1. & FIG.11B-18A 9. WHEN LESS THAN 5 PARKING SPACES ARE PROVIDED AT BUILDINGS AND FACILITIES SUBJECT TO THESE REGULATIONS, ONE SHALL BE 14' WIDE AND LINED TO PROVIDE A 9' PARKING AREA AND A 5' LOADING AND UNLOADING AREA. HOWEVER, THERE IS NO REQUIREMENT THAT THE SPACE BE RESERVED EXCLUSIVELY OR IDENTIFIED FOR USE BY PERSONS WITH DISABILITIES ONLY. SEC.1129B.2. 10. ONE IN EVERY EIGHT ACCESSIBLE SPACES, BUT NOT LESS THAN ONE, SHALL BE RESERVED BY AN ACCESS AISLE 8' WIDE MINIMUM AND SHALL BE DESIGNATED VAN ACCESSIBLE. ALL SUCH SPACES MAY BE GROUPED ON ONE LEVEL OF A PARKING STRUCTURE. SEC.1129B.4.2. 11. SURFACE SLOPES OF ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL BE THE MINIMUM POSSIBLE AND SHALL NOT EXCEED 2% IN ANY DIRECTION. SEC.1129B.4.4. 12. ALL ENTRANCES TO AND VERTICAL CLEARANCES WITHIN PARKING STRUCTURES SHALL HAVE A MINIMUM VERTICAL CLEARANCE OF 8'-2" WHERE REQUIRED FOR ACCESSIBILITY TO ACCESSIBLE PARKING SPACES. SEC.1130B. 13. IN EACH PARKING AREA, A BUMPER OR CURB SHALL BE PROVIDED AND LOCATED TO PREVENT ENCROACHMENT OF CARS OVER THE REQUIRED WIDTH OF WALKWAYS. SEC.1129B.4.3. 14. PEDESTRIAN WAYS WHICH ARE ACCESSIBLE TO PEOPLE WITH DISABILITIES SHALL BE PROVIDED FROM EACH SUCH PARKING SPACE TO RELATED FACILITIES, INCLUDING CURB CUTS OR RAMPS AS NEEDED. SEC.1129B.4.3. 15. RAMPS SHALL NOT ENCROACH INTO ANY PARKING SPACE, WITH THE EXCEPTION OF A TRANSITION RAMP FROM A LOADING/UNLOADING AREA TO AN ADJACENT SIDEWALK. THE TRANSITION RAMP SHALL BE A MINIMUM OF 48" IN WIDTH, A MAXIMUM OF 60" IN LENGTH, WITH A MAXIMUM SLOPE OF 1:12. SEC.1129B.4.3. & FIG.11B-18ATHROUGH C. 16. ACCESSIBLE PARKING SPACES SHALL BE SO LOCATED THAT PERSONS WITH DISABILITIES ARE NOT COMPELLED TO WHEEL OR WALK BEHIND PARKED CARS OTHER THAN THEIR OWN. SEC.1129B.4.3. 17. EACH PARKING SPACE RESERVED FOR PERSONS WITH DISABILITIES SHALL BE IDENTIFIED BY A LIGHT REFLECTING SIGN PERMANENTLY POSTED IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE, CONSISTING OF A PROFILE VIEW OF A WHEELCHAIR WITH OCCUPANT IN WHITE ON DARK BLUE BACKGROUND. THE SIGN SHALL NOT BE SMALLER THAN 70 SQ. INCHES IN AREA AND, WHEN IN A PATH OF TRAVEL, SHALL BE POSTED AT A MINIMUM HEIGHT OF 80" FROM THE BOTTOM OF THE SIGN TO THE PARKING SPACE FINISHED GRADE. SEC.1129B.5. 18. SIGNS TO IDENTIFY ACCESSIBLE PARKING SPACES MAY BE CENTERED ON A WALL AT THE INTERIOR AND OF THE PARKING SPACE AT A MINIMUM HEIGHT OF 36" FROM THE PARKING SPACE FINISHED GRADE, GROUND OR SIDEWALK. SEC.1129B.5 19. VAN ACCESSIBLE PARKING SPACES SHALL HAVE AN ADDITIONAL SIGN STATING 'VAN ACCESSIBLE" 20. AN ADDITIONAL SIGN SHALL ALSO BE POSTED, IN A CONSPICUOUS PLACE, AT EACH ENTRANCE 21. THE SURFACE OF EACH ACCESSIBLE PARKING SPACE OR STALL SHALL HAVE A SURFACE A. BY OUTLINING OR PAINTING THE STALL OR SPACE IN BLUE AND OUTLINING ON THE GROUND B. OR BY OUTLINING A PROFILE VIEW OF A WHEELCHAIR WITH OCCUPANT IN WHITE ON BLUE 22. AN ACCESSIBLE PATH -OF -TRAVEL WHICH IS ADJACENT TO OR CROSSES A VEHICULAR WAY PASSENGER DROP-OFF + LOADING ZONES DISABLED ACCESS REGULATIONS FOR ELEVATORS: BROOM FINISH HANDICAP RAMP SURFACE TRUNCATED DOMES PER CURRENT ADA CODES PARKING/STREET EDGE OF CURB FACE OF CURB FACE OF CURB MINIMUM NOTE: IN BUILDINGS TWO OR MORE STORIES IN HEIGHT, SERVED BY AN ELEVATOR, ORA BUILDING SERVED BY AN ELEVATOR REQUIRED BY TABLE NO.10-A, OR A BUILDING SERVED BY AN ELEVATOR REQUIRED FOR ACCESSIBILITY BE SECTION 101.17, ALL ELEVATORS PROVIDED SHALL ACCOMMODATE A WHEELCHAIR. 1. PASSENGER ELEVATORS SHALL BE LOCATED NEAR A MAJOR PATH OF TRAVEL AND PROVISIONS SHALL BE MADE TO ASSURE THAT THEY REMAIN ACCESSIBLE AND USABLE AT ALL TIMES THE BUILDING IS OCCUPIED. SEC. 3003.4.17 2. THE CAR INSIDE SHALL ALLOW FOR THE TURNING OF A WHEELCHAIR. THE MIN. CLEAR DISTANCE BETWEEN WALLS OR BETWEEN WALL AND DOOR, EXCLUDING RETURN PANELS, SHALL BE NOT LESS THAN 80" BY 54" FOR CENTER -OPENING DOORS, AND 68" BY 54" FOR SIDE -SLIDE OPENING DOORS. MINIMUM DISTANCE FROM WALL TO RETURN PANEL SHALL BE NOT LESS THAN 51". SEC.3003.4.7A AND FIG 30-A 3. MINIMUM CLEAR WIDTH FOR ELEVATOR DOORS SHALL BE 36". SEC.3003.4.4 & FIG.30-A 4, A HANDRAIL SHALL BE PROVIDED ON ONE WALL OF THE CAR, PREFERABLY THE REAR. THE RAILS SHALL BE SMOOTH AND THE INSIDE SURFACE AT LEAST 1-1/2" CLEAR OF THE WALLS AT A NOMINAL HEIGHT OF 32" ABOVE THE FLOOR. SEC.3003.4.12 & FIG.30-B. 5. THE CENTERLINE OF ELEVATOR FLOOR BUTTONS SHALL BE NO HIGHER THAN 54" ABOVE THE FINISH FLOOR FOR SIDE APPROACH AND 48" FOR FRONT APPROACH. SEC.3003.4.7A & FIG.30-B 6. FLOOR BUTTONS SHALL BE PROVIDED WITH VISUAL INDICATORS TO SHOW WHEN EACH CALL IS REGISTERED. THE VISUAL INDICATORS SHALL BE EXTINGUISHED WHEN EACH CALL IS ANSWERED. SEC.3003.4.7A 4'--0" MIN. SIDEWALK 3'-0" MIN. CLEAR 4'-O" MIN. SIDEWALK 3'-0" MIN. CLEAR 3~ POLE 1-01 UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGPISI-ZING PLACARDS OR UCENSE PLATES ISUEP FOR PERSONS WITH DISABILITIES IoYI BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES 11.41Ali BE RECLAIMED AT OR BY TELEPHONING:, REFLECTORIZED SIGN PANEL (WESTERN HIGHWAY #RFH1212PB OR EQUAL) MIN. OF 16 GA. GALV_ STL. W/PORCELAIN ENAMEL FIN. WHITE LETTERING ON BLUE FIELD BEADED REFLECTORIZED TEXTURE. COLOR #15090 FED. STANDARD 595a. INTERNATIONAL SYMBOL ACCESSIBILITY SIGN W/ LETTERING NO LESS THAN 1" HIGH. BOLTED TO GALV. 2" DIA. STEEL PIPE STREET STREET w I- z a J J o✓ C LL z BLANK SPACES ARE TO BE FILLED IN WITH APPROPRIATE INFORMATION AS A PERMANENT PART OF THE SIGN 633 Southcenter Parkway Tukwila, WA., 98188-2888 206-246-0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT 7. EXCEPT FOR PHOTO ELECTRIC TUBE BYPASS SWITCHES, EMERGENCY CONTROL, INCLUDING THE EMERGENCY STOP AND ALARM, SHALL BE GROUPED IN OR ADJACENT TO THE BOTTOM OF THE PANEL AND SHALL BE NO LOWER THAN 2'-11" FROM THE FLOOR FOR MULTIPLE CONTROLS ONLY, ONE SET MUST COMPLY WITH THESE HEIGHT REQUIREMENTS. SEC.3003.4.7A 8. THE CENTERLINE OF THE HALL CALL BUTTONS SHALL BE NO HIGHER THAN 42" FROM THE FLOOR. THE BUTTONS SHALL BE A MINIMUM OF 3/4" IN SIZE AND SHALL BE RAISED 1/8" + 1/32" ABOVE THE SURROUNDING SURFACE. VISUAL INDICATION SHALL BE PROVIDED TO SHOW EACH CALL REGISTERED AND EXTINGUISHED WHEN ANSWERED. OBJECTS ADJACENT TO AND BELOW HALL CALL BUTTONS SHALL NOT PROJECT MORE THAN 4" FROM THE WALL. SEC.3003.4.9A 9. THE EMERGENCY TELEPHONE HANDSET SHALL BE POSITIONED NO HIGHER THAN 4'-0" ABOVE THE FLOOR, AND THE HANDSET CORD SHALL BE A MINIMUM OF 2'-6" IN LENGTH. SEC.3003.4.7A 10. IF THE TELEPHONE SYSTEM IS LOCATED IN A CLOSED COMPARTMENT, THE COMPARTMENT DOOR HARDWARE SHALL BE LEVER TYPE CONFORMING TO THE PROVISIONS OF SECTION 1004.3, TYPE OF LOCK OR LATCH. EMERGENCY INTERCOMMUNICATION SHALL NOT REQUIRE VOICE COMMUNICATION. SEC.3003.4.7A 11. THE MINIMUM ILLUMINATION AT THE CAR CONTROLS, THRESHOLD, AND THE LANDING WHEN THE CAR AND LANDING DOORS ARE OPEN SHALL NOT BE LESS THAN 5 -FOOT CANDLES. SEC.3003.4.13 12. IDENTIFICATION FOR THE VISUALLY IMPAIRED SHALL COMPLY WITH SEC.3003.4.8A AND FIG. 31-B 13. A VISUAL AND AUDIBLE SIGNAL SHALL BE PROVIDED AT EACH HOIST WAY ENTRANCE INDICATING TO THE PROSPECTIVE PASSENGER THE CAR ANSWERING THE CALL AND AND ITS DIRECTION OF TRAVEL AS FOLLOWS: SEC.3003.4.15A AND FIG.30-C A. THE VISUAL SIGNAL FOR EACH DIRECTION SHALL BE A MINIMUM OF 2-1/2" HIGH BY 2-1/2" WIDE, AND VISIBLE FROM THE PROXIMITY OF THE HALL CALL BUTTON. B. THE AUDIBLE SIGNAL SHALL SOUND ONCE FOR THE UP DIRECTION AND TWICE FOR THE DOWN DIRECTION OR OF A CONFIGURATION WHICH DISTINGUISHES BETWEEN UP AND DOWN ELEVATOR TRAVEL, C. THE CENTER LINE OF THE FIXTURE SHALL BE LOCATED A MINIMUM OF 8' IN HEIGHT FROM THE LOBBY FLOOR. 14. THE USE OF IN -CAR LANTERNS, LOCATED IN OR ON THE CAR DOOR JAMBS, VISIBLE FROM THE PROXIMITY OF THE HALL CALL BUTTONS AND CONFORMING TO SEC.3003.4.15A WILL BE ACCEPTABLE. SIDEWALK 2" GALVANIZED PIPE SET IN CONC. 18" BELOW GRADE PAINTED WHITE (TWO COATS) RAMP - CURB SCALE: NONE SIDEWALK OBSTRUCTIONS SCALE: RESERVED PARKING SIGN SCALE: NONE JOHN ft flI'I ATL U; PRE -CAST -CONCRETE WHEEL STOP END OF RAMP Consultants EDGE PROTECTION 2" MINIMUM 6" CONCRETE CURB PRE -CAST -CONCRETE WHEEL STOP TAPER CURB ON BOTH SIDES OF HANDICAP RAMP GUIDE RAIL DETAIL * THE MAXIMUM SLOPE OF A RAMP THAT SERVES ANY EXITWAY, PROVIDES ACCESS FOR PERSONS WITH DISABILITIES OR IS IN THE PATH OF TRAVEL SHALL BE 1 FOOT RISE IN 12 FEET OF HORIZONTAL RUN. * THE CROSS SLOPE OF RAMP SURFACES SHALL BE NO GREATER THAN 1:50. 15. THE USE OF ARROW SHAPES IS PREFERRED FOR VISIBLE SIGNALS. SEC.3003.4.15A FIG.30-C 16. PASSENGER ELEVATOR LANDING JAMBS ON ALL ELEVATOR FLOORS SHALL HAVE THE NUMBER OF THE FLOOR ON WHICH THE JAMBS IS LOCATED DESIGNATED BY RAISED ARABIC NUMERALS WHICH ARE A MINIMUM OF 2" IN HEIGHT AND RAISED BRAILLE SYMBOLS WHICH CONFORM TO SECTION 1117B.5.2 LOCATED APPROXIMATELY 5' ABOVE THE FLOOR ON THE JAMB PANELS ON BOTH SIDES OF THE DOOR SO THAT THEY ARE VISIBLE FROM WITHIN THE ELEVATOR. RAISED BRAILLE SYMBOLS SHALL BE PLACED DIRECTLY TO THE LEFT OF THE CORRESPONDING RAISED ARABIC NUMERALS. THE RAISED CHARACTERS SHALL BE ON A CONTRASTING BACKGROUND. SEC.3003.4.15A AND FIG.30-C, 17. SPECIAL ACCESS (WHEELCHAIR) LIFTS MAY BE PROVIDED BETWEEN LEVELS, IN LIEU OF PASSENGER ELEVATOR, WHEN THE VERTICAL DISTANCE BETWEEN LANDINGS, STRUCTURAL DESIGN AND SAFEGUARDS IS AS ALLOWED BY THE STATE OF CALIFORNIA, DIVISION OF THE STATE ARCHITECT, ACCESS COMPLIANCE SECTION, THE DEPARTMENT OF INDUSTRIAL RELATIONS, DIVISION OF OCCUPATIONAL SAFETY AND HEALTH, AND ANY APPLICABLE SAFETY REGULATIONS, SEC.3008.1. 18. IF LIFTS ARE PROVIDED, THEY SHALL BE DESIGNED AND CONSTRUCTED TO FACILITATE UNASSISTED ENTRY, OPERATION AND EXIT FROM THE LIFT, AND SHALL COMPLY WITH CHAPTERS 11 AND 11B, AND ASME A17.1, SAFETY CODE FOR ELEVATORS AND ESCALATORS SECTION XX, 1990. SEC.3008.1 19. ADDITIONALLY, LIFTS MAY BE PROVIDED AS PART OF AN ACCESSIBLE PATH OF TRAVEL IN THE CASES LISTED IN SECTIONS 3008.1.1 THROUGH 3008.1.4 20. LIFTS MUST MEET SPECIFICATIONS LISTED IN SECTIONS 3008.1.4.1 THROUGH 3008.1.4.10. 1'-0" 1,-0" r MIN. O' 1 MIN. TO OF CUR: • T HAND AP RAMP 0 BE 1 " MAX. OVE DRIVEWA PAVING 4' DE STRI TWO OATS (TY CONCRETE SIDEWALK BROOM FINISH CONCRETE Approvals/Phase: PERMIT/BID ADDENDUM ,J 02/05/2007 TRUNCATED DOMES PER CURRENT ADA CODES PRE -CAST -CONCRETE WHEEL STOP 6" CONCRETE CURB ELEVATION B WHEEL GUIDES. WHERE THE RAMP SURFACE IS NOT BOUNDED BY A WALL OR FENCE AND THE RAMP EXCEEDS 10 FEET IN LENGTH, THE RAMP SHALL COMPLY WITH ONE OF THE FOLLOWING REQUIREMENTS: 1. A GUIDE CURB A MINIMUM OF 2 INCHES IN HEIGHT SHALL BE PROVIDED AT EACH SIDE OF THE RAMP; WHEEL GUIDE DETAIL NOTES 1. SYMBOL PAINTED HIGHWAY - WHITE (TWO COATS) 2. BACKGROUND PAINTED BLUE - OR EQUAL TO COLOR #15090 IN FED. STD. 595A Key Plan: OR 2. A WHEEL GUIDE RAIL SHALL BE PROVIDED, CENTERED 3 INCHES PLUS OR MINUS 1 INCH ABOVE THE SURFACE OF THE RAMP. DISABLED PARKING SYMBOL 9'-0" (HANDICAP) SCALE: LEVELCONCRETE SIDEWALK BROOM FINISH CONCRETE 4'-0" MINIMUM 8'-6" (STANDARD) 5'-0" (CAR) 1.25"-1.5" DIA. C RAMP �I 18'-0" MINIMUM PAINTED 4" WIDE STRIPING, TYP. PRE -CAST -CONCRETE WHEEL STOP EXISTING SITE VAN STALLS 4" WIDE STRIPING, TWO COATS (TYP.)- COLOR TO MATCH EXISTING SITE STRIPING COLOR: 01. WHERE PROVIDED, ONE PASSENGER DROP-OFF AND LOADING ZONE SHALL PROVIDE AN ACCESS AISLE AT LEAST 60" WIDE AND 20' LONG ADJACENT AND PARALLEL TO THE VEHICLE PULL-UP SPACE. SUCH ZONES SHALL BE LOCATED ON A SURFACE WITH A SLOPE NOT EXCEEDING 1:50. IF THERE ARE CURBS BETWEEN THE ACCESS AISLE AND THE VEHICLE PULL-UP SPACE, THEN A CURB RAMP SHALL BE PROVIDED. SEC.1131B.2.1 & FIG.11B-24 02. WHEN PROVIDED, PASSENGER DROP-OFF AND LOADING ZONES SHALL BE LOCATED ON AN ACCESSIBLE ROUTE OF TRAVEL. SEC.1131 B.1 03. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 9'-6" AT ACCESSIBLE PASSENGER LOADING ZONES AND ALONG AT LEAST ONE VEHICLE ACCESS ROUTE TO SUCH AREAS FROM SITE ENTRANCES AND EXITS. SEC.1131B.2.2. 04. VALET PARKING FACILITIES SHALL PROVIDE A PASSENGER LOADING ZONE AND SHALL BE LOCATED ON AN ACCESSIBLE ROUTE TO THE ENTRANCE OF THE FACILITY. THE PARKING SPACE REQUIREMENTS OF SECTIONS 1129B THROUGH 113DB APPLY TO FACILITIES WITH VALET PARKING. SEC.1131B,3. TV' OF CUA : AT HA" I ICAP RA ' TO BE 4" MAX. • BOVE DRIVE • Y PAVI COATS ( TRUNCATED DOMES PER CURRENT ADA CODES 6" CONCRETE CURB PRE--CAST-CONCRETE WHEEL STOP ACCESS AISLE AT PASSENGER LOADING AISLES EDGE PROTECTION 2" MINIMUM SECTION C SECTION D TOP OF CURB AT HANDICAP RAMP TO BE 1/4" MAX. ABOVE DRIVEWAY PAVING No. Revision Date A PLAN CHECK REVISIONS 2006 AUGUST 21 A REVISION 'I' 2006 Sept. 26 ADDENDUM J 2007 Feb. 5 * ANY PATH OF TRAVEL SHALL BE CONSIDERED A RAMP IF ITS SLOPE IS GREATER THAN 1 FOOT RISE IN 20 FEET OF HORIZONTAL RUN. 1, WIDTH AS FOR EXITS. THE WIDTH OF RAMPS SHALL BE AS REQUIRED FOR STAIRWAYS AND EXITS. 2. PRIMARY ENTRANCE AND SPECIAL OCCUPANCY. PEDESTRIAN RAMPS SERVING PRIMARY ENTRANCES TO BUILDINGS HAVING AN OCCUPANT LOAD OF 300 OR MORE SHALL HAVE A MINIMUM CLEAR WIDTH OF 60 INCHES. RAMPS SERVING GROUP R OCCUPANCIES MAY BE 36 INCHES CLEAR WIDTH WHEN THE OCCUPANT LOAD IS 50 OR LESS. ALL OTHER PEDESTRIAN RAMPS SHALL HAVE A MINIMUM WIDTH OF 48 INCHES. 3. HANDRAILS ARE REQUIRED ON RAMPS THAT PROVIDE ACCESS IF SLOPE EXCEEDS 1 FOOT RISE IN 20 FEET OF HORIZONTAL RUN. HANDRAILS SHALL BE PLACED ON EACH SIDE OF EACH RAMP, SHALL BE CONTINUOUS THE FULL LENGTH OF THE RAMP SURFACE, SHALL EXTEND A MINIMUM OF 1 FOOT BEYOND THE TOP AND BOTTOM OF THE RAMP, AND THE ENDS SHALL BE RETURNED. TAPER CURB ON BOTH SIDES OF HANDICAP RAMP MAK a ZOO 6" CONCRETE CURB ADARAMP-1 PARKING LOADING AISLE SCALE: 3/8"=1'-0" 13) RAMP -CURB SCALE: RAMP DETAILS SCALE: CONCRETE SIDEWALK BROOM FINISH CONCRETE TRUNCATED DOMES PER CURRENT ADA CODES HANDICAP PARKING STALL SCALE: ' 2„ 2 i 2 2" i 1-1/4" MIN. 1-1/2" MAX. C" C.L. OF 3/4"0 ANCHOR HOLE, 9" FROM EACH END OF BUMPER AT "A" 4'-0" LONG PRECAST CONCRETE BUMPER 2 #3 REINFORCING BARS TOP OF PARKING PAVEMENT BROOM FINISH CONCRETE, CONCRETE SIDEWALK 5% MAX. SLOPE_ REFLECTORIZED SIGN PANEL (WESTERN HIGHWAY #RFH1212PB OR EQUAL) MIN. OF 16 GA. GALV. STL W/PORCELAIN ENAMEL FINISH WHITE IMAGE ON BLUE FIELD BEADED REFLECTORIZED TEXTURE. COLOR #15090 FED. STANDARD 595a. INTERNATIONAL SYMBOL ACCESSIBILITY SIGN W/ LETTERING NO LESS THAN 1" HIGH BOLTED TO GALV STL PIPE TRUNCATED DOMES PER CURRENT ADA CODES TRUNCATED DOMES PER CURRENT ADA CODES CONCRETE SIDEWALK WHITE 3/4" TEXT (OCCURS WHEN IT IS A VAN PARKING) 2" DIA GALV. STEEL PIPE 5% MAX. SLOPE BROOM FINISH CONCRETE BROOM FINISH HANDICAP RAMP SURFACE 3/4"0 X 12" LONG STEEL ANCHOR PIN DRIVEN THRU A.C. PAVEMENT ON GRADE AT "A" NOTES: A- INSTALLATION WITH ANCHOR PINS: WHEN PARKING PAVEMENT IS CONCRETE (EITHER ON GRADE OR SUSPENDED ABOVE GRADE), ANCHOR BUMPER W/5/8"93 X 6 1/2" LONG STEEL PINS DRILLED 1 1/2" INTO CONCRETE AND SET W/EPDXY GLUE INTO CONCRETE AND BUMPER. PRECAST PARKING BUMPER SCALE: TOP OF CURB AT HANDICAP RAMP TO BE 1/4" MAX. ABOVE DRIVEWAY PAVING (a) HANDRAIL 3„ (c) MAX. HANDRAIL CONTRACTOR HAS THE OPTION TO USE A PRE-SET SLEEVE AND FILL SOLID W/ GROUT TOP OF CURB AT HANDICAP RAMP TO BE 1/4" MAX. ABOVE DRIVEWAY PAVING TOP OF 6" CONCRETE CURB, TYP TOP OF 6" CONCRETE CURB, TYP 1:10 MAXI SIDE SLOPE 1:10 MA SIDE SLOPE NOMINAL DIA. FINISH SURFACE TAPER CURB ON BOTH SIDES OF HANDICAP RAMP PARKING/STREET TAPER CURB ON BOTH SIDES OF HANDICAP RAMP DASHED LINE SHOWS CONC. WALKWAY AND CONC. CURB WHERE OCCURS TAPER CURB ON BOTH SIDES OF HANDICAP RAMP Sheet Title ADA ACCESSIBILTYRECEIVED NOTES cm-szam DETAILS PERMIT CENTER TO SUIT DESIGN CONC. FOOTING (b) HANDRAIL (d) HANDRAIL NOTE: SIGN TO BE CENTERED AT THE INTERIOR END OF PARKING SPACE. Job No. Date Scale 1084 - AS NOTED 3/8"=1'-0" RAMP - CURB SCALE: NONE 12 HANDRAIL - STAIRS SCALE: 3/8"=1,- 0" DISABLED PARKING SIGN SCALE: 3/8"=1'--0" RAMP- CURB SCALE: 3/8"=1'-0" 0:11129_South_Center\03—Production\_Plt Files\2007-02-07 Addendum J,1129_SHFL_A00-00-02.dwg DATE: 02/07/07 5:41pm a a- 1:10 MAX. 1:12 Max. SLOPE MAX. _1:10 SIDE SLOPE SIDE SLOPE 14'-O" 4'--0" MIN. SIDEWALK 3'-0" MIN. CLEAR 4'-O" MIN. SIDEWALK 3'-0" MIN. CLEAR 3~ POLE 1-01 UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGPISI-ZING PLACARDS OR UCENSE PLATES ISUEP FOR PERSONS WITH DISABILITIES IoYI BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES 11.41Ali BE RECLAIMED AT OR BY TELEPHONING:, REFLECTORIZED SIGN PANEL (WESTERN HIGHWAY #RFH1212PB OR EQUAL) MIN. OF 16 GA. GALV_ STL. W/PORCELAIN ENAMEL FIN. WHITE LETTERING ON BLUE FIELD BEADED REFLECTORIZED TEXTURE. COLOR #15090 FED. STANDARD 595a. INTERNATIONAL SYMBOL ACCESSIBILITY SIGN W/ LETTERING NO LESS THAN 1" HIGH. BOLTED TO GALV. 2" DIA. STEEL PIPE STREET STREET w I- z a J J o✓ C LL z BLANK SPACES ARE TO BE FILLED IN WITH APPROPRIATE INFORMATION AS A PERMANENT PART OF THE SIGN 633 Southcenter Parkway Tukwila, WA., 98188-2888 206-246-0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT 7. EXCEPT FOR PHOTO ELECTRIC TUBE BYPASS SWITCHES, EMERGENCY CONTROL, INCLUDING THE EMERGENCY STOP AND ALARM, SHALL BE GROUPED IN OR ADJACENT TO THE BOTTOM OF THE PANEL AND SHALL BE NO LOWER THAN 2'-11" FROM THE FLOOR FOR MULTIPLE CONTROLS ONLY, ONE SET MUST COMPLY WITH THESE HEIGHT REQUIREMENTS. SEC.3003.4.7A 8. THE CENTERLINE OF THE HALL CALL BUTTONS SHALL BE NO HIGHER THAN 42" FROM THE FLOOR. THE BUTTONS SHALL BE A MINIMUM OF 3/4" IN SIZE AND SHALL BE RAISED 1/8" + 1/32" ABOVE THE SURROUNDING SURFACE. VISUAL INDICATION SHALL BE PROVIDED TO SHOW EACH CALL REGISTERED AND EXTINGUISHED WHEN ANSWERED. OBJECTS ADJACENT TO AND BELOW HALL CALL BUTTONS SHALL NOT PROJECT MORE THAN 4" FROM THE WALL. SEC.3003.4.9A 9. THE EMERGENCY TELEPHONE HANDSET SHALL BE POSITIONED NO HIGHER THAN 4'-0" ABOVE THE FLOOR, AND THE HANDSET CORD SHALL BE A MINIMUM OF 2'-6" IN LENGTH. SEC.3003.4.7A 10. IF THE TELEPHONE SYSTEM IS LOCATED IN A CLOSED COMPARTMENT, THE COMPARTMENT DOOR HARDWARE SHALL BE LEVER TYPE CONFORMING TO THE PROVISIONS OF SECTION 1004.3, TYPE OF LOCK OR LATCH. EMERGENCY INTERCOMMUNICATION SHALL NOT REQUIRE VOICE COMMUNICATION. SEC.3003.4.7A 11. THE MINIMUM ILLUMINATION AT THE CAR CONTROLS, THRESHOLD, AND THE LANDING WHEN THE CAR AND LANDING DOORS ARE OPEN SHALL NOT BE LESS THAN 5 -FOOT CANDLES. SEC.3003.4.13 12. IDENTIFICATION FOR THE VISUALLY IMPAIRED SHALL COMPLY WITH SEC.3003.4.8A AND FIG. 31-B 13. A VISUAL AND AUDIBLE SIGNAL SHALL BE PROVIDED AT EACH HOIST WAY ENTRANCE INDICATING TO THE PROSPECTIVE PASSENGER THE CAR ANSWERING THE CALL AND AND ITS DIRECTION OF TRAVEL AS FOLLOWS: SEC.3003.4.15A AND FIG.30-C A. THE VISUAL SIGNAL FOR EACH DIRECTION SHALL BE A MINIMUM OF 2-1/2" HIGH BY 2-1/2" WIDE, AND VISIBLE FROM THE PROXIMITY OF THE HALL CALL BUTTON. B. THE AUDIBLE SIGNAL SHALL SOUND ONCE FOR THE UP DIRECTION AND TWICE FOR THE DOWN DIRECTION OR OF A CONFIGURATION WHICH DISTINGUISHES BETWEEN UP AND DOWN ELEVATOR TRAVEL, C. THE CENTER LINE OF THE FIXTURE SHALL BE LOCATED A MINIMUM OF 8' IN HEIGHT FROM THE LOBBY FLOOR. 14. THE USE OF IN -CAR LANTERNS, LOCATED IN OR ON THE CAR DOOR JAMBS, VISIBLE FROM THE PROXIMITY OF THE HALL CALL BUTTONS AND CONFORMING TO SEC.3003.4.15A WILL BE ACCEPTABLE. SIDEWALK 2" GALVANIZED PIPE SET IN CONC. 18" BELOW GRADE PAINTED WHITE (TWO COATS) RAMP - CURB SCALE: NONE SIDEWALK OBSTRUCTIONS SCALE: RESERVED PARKING SIGN SCALE: NONE JOHN ft flI'I ATL U; PRE -CAST -CONCRETE WHEEL STOP END OF RAMP Consultants EDGE PROTECTION 2" MINIMUM 6" CONCRETE CURB PRE -CAST -CONCRETE WHEEL STOP TAPER CURB ON BOTH SIDES OF HANDICAP RAMP GUIDE RAIL DETAIL * THE MAXIMUM SLOPE OF A RAMP THAT SERVES ANY EXITWAY, PROVIDES ACCESS FOR PERSONS WITH DISABILITIES OR IS IN THE PATH OF TRAVEL SHALL BE 1 FOOT RISE IN 12 FEET OF HORIZONTAL RUN. * THE CROSS SLOPE OF RAMP SURFACES SHALL BE NO GREATER THAN 1:50. 15. THE USE OF ARROW SHAPES IS PREFERRED FOR VISIBLE SIGNALS. SEC.3003.4.15A FIG.30-C 16. PASSENGER ELEVATOR LANDING JAMBS ON ALL ELEVATOR FLOORS SHALL HAVE THE NUMBER OF THE FLOOR ON WHICH THE JAMBS IS LOCATED DESIGNATED BY RAISED ARABIC NUMERALS WHICH ARE A MINIMUM OF 2" IN HEIGHT AND RAISED BRAILLE SYMBOLS WHICH CONFORM TO SECTION 1117B.5.2 LOCATED APPROXIMATELY 5' ABOVE THE FLOOR ON THE JAMB PANELS ON BOTH SIDES OF THE DOOR SO THAT THEY ARE VISIBLE FROM WITHIN THE ELEVATOR. RAISED BRAILLE SYMBOLS SHALL BE PLACED DIRECTLY TO THE LEFT OF THE CORRESPONDING RAISED ARABIC NUMERALS. THE RAISED CHARACTERS SHALL BE ON A CONTRASTING BACKGROUND. SEC.3003.4.15A AND FIG.30-C, 17. SPECIAL ACCESS (WHEELCHAIR) LIFTS MAY BE PROVIDED BETWEEN LEVELS, IN LIEU OF PASSENGER ELEVATOR, WHEN THE VERTICAL DISTANCE BETWEEN LANDINGS, STRUCTURAL DESIGN AND SAFEGUARDS IS AS ALLOWED BY THE STATE OF CALIFORNIA, DIVISION OF THE STATE ARCHITECT, ACCESS COMPLIANCE SECTION, THE DEPARTMENT OF INDUSTRIAL RELATIONS, DIVISION OF OCCUPATIONAL SAFETY AND HEALTH, AND ANY APPLICABLE SAFETY REGULATIONS, SEC.3008.1. 18. IF LIFTS ARE PROVIDED, THEY SHALL BE DESIGNED AND CONSTRUCTED TO FACILITATE UNASSISTED ENTRY, OPERATION AND EXIT FROM THE LIFT, AND SHALL COMPLY WITH CHAPTERS 11 AND 11B, AND ASME A17.1, SAFETY CODE FOR ELEVATORS AND ESCALATORS SECTION XX, 1990. SEC.3008.1 19. ADDITIONALLY, LIFTS MAY BE PROVIDED AS PART OF AN ACCESSIBLE PATH OF TRAVEL IN THE CASES LISTED IN SECTIONS 3008.1.1 THROUGH 3008.1.4 20. LIFTS MUST MEET SPECIFICATIONS LISTED IN SECTIONS 3008.1.4.1 THROUGH 3008.1.4.10. 1'-0" 1,-0" r MIN. O' 1 MIN. TO OF CUR: • T HAND AP RAMP 0 BE 1 " MAX. OVE DRIVEWA PAVING 4' DE STRI TWO OATS (TY CONCRETE SIDEWALK BROOM FINISH CONCRETE Approvals/Phase: PERMIT/BID ADDENDUM ,J 02/05/2007 TRUNCATED DOMES PER CURRENT ADA CODES PRE -CAST -CONCRETE WHEEL STOP 6" CONCRETE CURB ELEVATION B WHEEL GUIDES. WHERE THE RAMP SURFACE IS NOT BOUNDED BY A WALL OR FENCE AND THE RAMP EXCEEDS 10 FEET IN LENGTH, THE RAMP SHALL COMPLY WITH ONE OF THE FOLLOWING REQUIREMENTS: 1. A GUIDE CURB A MINIMUM OF 2 INCHES IN HEIGHT SHALL BE PROVIDED AT EACH SIDE OF THE RAMP; WHEEL GUIDE DETAIL NOTES 1. SYMBOL PAINTED HIGHWAY - WHITE (TWO COATS) 2. BACKGROUND PAINTED BLUE - OR EQUAL TO COLOR #15090 IN FED. STD. 595A Key Plan: OR 2. A WHEEL GUIDE RAIL SHALL BE PROVIDED, CENTERED 3 INCHES PLUS OR MINUS 1 INCH ABOVE THE SURFACE OF THE RAMP. DISABLED PARKING SYMBOL 9'-0" (HANDICAP) SCALE: LEVELCONCRETE SIDEWALK BROOM FINISH CONCRETE 4'-0" MINIMUM 8'-6" (STANDARD) 5'-0" (CAR) 1.25"-1.5" DIA. C RAMP �I 18'-0" MINIMUM PAINTED 4" WIDE STRIPING, TYP. PRE -CAST -CONCRETE WHEEL STOP EXISTING SITE VAN STALLS 4" WIDE STRIPING, TWO COATS (TYP.)- COLOR TO MATCH EXISTING SITE STRIPING COLOR: 01. WHERE PROVIDED, ONE PASSENGER DROP-OFF AND LOADING ZONE SHALL PROVIDE AN ACCESS AISLE AT LEAST 60" WIDE AND 20' LONG ADJACENT AND PARALLEL TO THE VEHICLE PULL-UP SPACE. SUCH ZONES SHALL BE LOCATED ON A SURFACE WITH A SLOPE NOT EXCEEDING 1:50. IF THERE ARE CURBS BETWEEN THE ACCESS AISLE AND THE VEHICLE PULL-UP SPACE, THEN A CURB RAMP SHALL BE PROVIDED. SEC.1131B.2.1 & FIG.11B-24 02. WHEN PROVIDED, PASSENGER DROP-OFF AND LOADING ZONES SHALL BE LOCATED ON AN ACCESSIBLE ROUTE OF TRAVEL. SEC.1131 B.1 03. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 9'-6" AT ACCESSIBLE PASSENGER LOADING ZONES AND ALONG AT LEAST ONE VEHICLE ACCESS ROUTE TO SUCH AREAS FROM SITE ENTRANCES AND EXITS. SEC.1131B.2.2. 04. VALET PARKING FACILITIES SHALL PROVIDE A PASSENGER LOADING ZONE AND SHALL BE LOCATED ON AN ACCESSIBLE ROUTE TO THE ENTRANCE OF THE FACILITY. THE PARKING SPACE REQUIREMENTS OF SECTIONS 1129B THROUGH 113DB APPLY TO FACILITIES WITH VALET PARKING. SEC.1131B,3. TV' OF CUA : AT HA" I ICAP RA ' TO BE 4" MAX. • BOVE DRIVE • Y PAVI COATS ( TRUNCATED DOMES PER CURRENT ADA CODES 6" CONCRETE CURB PRE--CAST-CONCRETE WHEEL STOP ACCESS AISLE AT PASSENGER LOADING AISLES EDGE PROTECTION 2" MINIMUM SECTION C SECTION D TOP OF CURB AT HANDICAP RAMP TO BE 1/4" MAX. ABOVE DRIVEWAY PAVING No. Revision Date A PLAN CHECK REVISIONS 2006 AUGUST 21 A REVISION 'I' 2006 Sept. 26 ADDENDUM J 2007 Feb. 5 * ANY PATH OF TRAVEL SHALL BE CONSIDERED A RAMP IF ITS SLOPE IS GREATER THAN 1 FOOT RISE IN 20 FEET OF HORIZONTAL RUN. 1, WIDTH AS FOR EXITS. THE WIDTH OF RAMPS SHALL BE AS REQUIRED FOR STAIRWAYS AND EXITS. 2. PRIMARY ENTRANCE AND SPECIAL OCCUPANCY. PEDESTRIAN RAMPS SERVING PRIMARY ENTRANCES TO BUILDINGS HAVING AN OCCUPANT LOAD OF 300 OR MORE SHALL HAVE A MINIMUM CLEAR WIDTH OF 60 INCHES. RAMPS SERVING GROUP R OCCUPANCIES MAY BE 36 INCHES CLEAR WIDTH WHEN THE OCCUPANT LOAD IS 50 OR LESS. ALL OTHER PEDESTRIAN RAMPS SHALL HAVE A MINIMUM WIDTH OF 48 INCHES. 3. HANDRAILS ARE REQUIRED ON RAMPS THAT PROVIDE ACCESS IF SLOPE EXCEEDS 1 FOOT RISE IN 20 FEET OF HORIZONTAL RUN. HANDRAILS SHALL BE PLACED ON EACH SIDE OF EACH RAMP, SHALL BE CONTINUOUS THE FULL LENGTH OF THE RAMP SURFACE, SHALL EXTEND A MINIMUM OF 1 FOOT BEYOND THE TOP AND BOTTOM OF THE RAMP, AND THE ENDS SHALL BE RETURNED. TAPER CURB ON BOTH SIDES OF HANDICAP RAMP MAK a ZOO 6" CONCRETE CURB ADARAMP-1 PARKING LOADING AISLE SCALE: 3/8"=1'-0" 13) RAMP -CURB SCALE: RAMP DETAILS SCALE: CONCRETE SIDEWALK BROOM FINISH CONCRETE TRUNCATED DOMES PER CURRENT ADA CODES HANDICAP PARKING STALL SCALE: ' 2„ 2 i 2 2" i 1-1/4" MIN. 1-1/2" MAX. C" C.L. OF 3/4"0 ANCHOR HOLE, 9" FROM EACH END OF BUMPER AT "A" 4'-0" LONG PRECAST CONCRETE BUMPER 2 #3 REINFORCING BARS TOP OF PARKING PAVEMENT BROOM FINISH CONCRETE, CONCRETE SIDEWALK 5% MAX. SLOPE_ REFLECTORIZED SIGN PANEL (WESTERN HIGHWAY #RFH1212PB OR EQUAL) MIN. OF 16 GA. GALV. STL W/PORCELAIN ENAMEL FINISH WHITE IMAGE ON BLUE FIELD BEADED REFLECTORIZED TEXTURE. COLOR #15090 FED. STANDARD 595a. INTERNATIONAL SYMBOL ACCESSIBILITY SIGN W/ LETTERING NO LESS THAN 1" HIGH BOLTED TO GALV STL PIPE TRUNCATED DOMES PER CURRENT ADA CODES TRUNCATED DOMES PER CURRENT ADA CODES CONCRETE SIDEWALK WHITE 3/4" TEXT (OCCURS WHEN IT IS A VAN PARKING) 2" DIA GALV. STEEL PIPE 5% MAX. SLOPE BROOM FINISH CONCRETE BROOM FINISH HANDICAP RAMP SURFACE 3/4"0 X 12" LONG STEEL ANCHOR PIN DRIVEN THRU A.C. PAVEMENT ON GRADE AT "A" NOTES: A- INSTALLATION WITH ANCHOR PINS: WHEN PARKING PAVEMENT IS CONCRETE (EITHER ON GRADE OR SUSPENDED ABOVE GRADE), ANCHOR BUMPER W/5/8"93 X 6 1/2" LONG STEEL PINS DRILLED 1 1/2" INTO CONCRETE AND SET W/EPDXY GLUE INTO CONCRETE AND BUMPER. PRECAST PARKING BUMPER SCALE: TOP OF CURB AT HANDICAP RAMP TO BE 1/4" MAX. ABOVE DRIVEWAY PAVING (a) HANDRAIL 3„ (c) MAX. HANDRAIL CONTRACTOR HAS THE OPTION TO USE A PRE-SET SLEEVE AND FILL SOLID W/ GROUT TOP OF CURB AT HANDICAP RAMP TO BE 1/4" MAX. ABOVE DRIVEWAY PAVING TOP OF 6" CONCRETE CURB, TYP TOP OF 6" CONCRETE CURB, TYP 1:10 MAXI SIDE SLOPE 1:10 MA SIDE SLOPE NOMINAL DIA. FINISH SURFACE TAPER CURB ON BOTH SIDES OF HANDICAP RAMP PARKING/STREET TAPER CURB ON BOTH SIDES OF HANDICAP RAMP DASHED LINE SHOWS CONC. WALKWAY AND CONC. CURB WHERE OCCURS TAPER CURB ON BOTH SIDES OF HANDICAP RAMP Sheet Title ADA ACCESSIBILTYRECEIVED NOTES cm-szam DETAILS PERMIT CENTER TO SUIT DESIGN CONC. FOOTING (b) HANDRAIL (d) HANDRAIL NOTE: SIGN TO BE CENTERED AT THE INTERIOR END OF PARKING SPACE. Job No. Date Scale 1084 - AS NOTED 3/8"=1'-0" RAMP - CURB SCALE: NONE 12 HANDRAIL - STAIRS SCALE: 3/8"=1,- 0" DISABLED PARKING SIGN SCALE: 3/8"=1'--0" RAMP- CURB SCALE: 3/8"=1'-0" 0:11129_South_Center\03—Production\_Plt Files\2007-02-07 Addendum J,1129_SHFL_A00-00-02.dwg DATE: 02/07/07 5:41pm a a- L AIRE =� l: 1 k, IlI11Il1111111�, III . huuIIIII 1.13.111 i ELEC- ROOM 633 Southcenter Parkway Tukwila, WA., 98188-2888 206-246-0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. 82D7 t" Gliif lrr) nfr tet Cr 1k ! t� JOHN MA 111 STN Of bYtL;!"NGToN Consultants Approvals/Phase: PERMIT/BID ADDENDUM ,J 02/05/2007 Key Plan: 11111111111 w 111111111111 111E1111111111 No. Revision Date A PLAN CHECK REVISIONS 2006 AUGUST 21 REVISION 'I' 2006 Sept. 26 A ADDENDUM J 2007 Feb. 5 A r 1 Q REVIEWED FOR CO DE CO1MPI rntuCF I MAK -5 1007 A) City Of Tukwila A 1 BUILDING DIVISION A A A 0 0 A A A A A Rcr=ivF rro __ 7f1f17 L 0 Sheet Title RESTROOM FACILI11ES TRAVEL DISTANCE LEVEL 1 Job No. Date Scale 1129 6-07-05 1'-30'-0" A0.1-1 D:11129—South—Center\03—Production\_Plt Files\2007-02-07 Addendum J\I129_SHFL_A00-01-01.dwg DATE 02/07/07 5:41pm ifiwssz -sow za tiomp gmprag BEfiiHi. IBM II; IMM X5112,h. IIMILIVIIM11 glop,: .4 amaramarahl 1111 III 111111111■ 111111111111111111i 11111 1,'111111111 II I11W:1iiiii■ 11111111111111 III. minium III unlruuu III IU111111111 111■ verly— =IIsrivemos IsT If !! I wMAIM i �il� ;..�>-.r.,�., <�: moi:: a •. s :: � ,:1��,2 xa Vfr1 I , . Iwo •.;:: 633 Sauthcenter Parkway Tukwila, WA., 98188-2888 206-246-0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. Consultants Approvals/Phase: PERMIT/BID ADDENDUM ,J 02/05/2007 Key Plan: 0 0 0 0 0 0 0 0 0 s .. No. Revision Date A PLAN CHECK REVISIONS 2006 AUGUST 21 A REVISION 'I' 2006 Sept. 26 A ADDENDUM J 2007 Feb. 5 A 0 r REV d 0 CODE COMPLIANCE A ryltvortn'ai1Fo J o /=__\\ A I Ut UT f�WI . DM m_ A A 0 A n n n 0 A A etani A FES - q ?OR PERMUU CENT Er Sheet Title RESTROOM FACILITIES TRAVEL DISTANCE LEVEL 2 Job No. Date Scale 1129 6-07-05 A0.1-2 02/07/07 5:41pm 0: \1129_South_Center\03—Production\_Pit Files\2007-02-07 Addendum J\1129_SHFL_A00-01-02.dwg DATE I a PROPOSED ENT RANCE SIGNAGE PROPOSED ENT RANCE SIGNAGE SIGNALIZED INTERSECTION PARKWAY SIGNALIZED INTERSECTION PROPOSED ENTRANCE SIGNAGE SIGNALIZED INTERSECTION ISTI ST REM G PA IPING IN RKIN TO IS SETBACK LINE PROPERTY LIN PROPOSED WAYFINDING SIGNAGE ACK LINE ERTY LINE PROPOSED WAYFINDING SIGNAGE Tukwila, WA., 98188-2888 206-246-0423 CONSTRUCTION r Los Angeles, California 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWING IS AN INSTRUMENT OF SER'ACE. IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECTS PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECTS NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. 12.207 XIS ING A RKI ' G S RIPINI TO RE AIN ` S ENTRANCE SIGNAGE PROPOSED WAYFINDING SIGNAGE PROPOSED ENT RANCE SIGNAGE PROPOSED POLICE STATION PROPOSED COMMUNITY ROOM PROPOSED FIRE CONTROL ROOM NUMBER 147 SIG INTE A LIZED ECTION EXIST! G ALL JOHN mARP:o III STATE Or VI,',S1 CTON Consultants Approvals/Phase: PERMIT/BID ADDENDUM J 02/05/2007 Key Plan: EXPANSION PROPOSED ENTRANCE SIGNAGE A3.1-50 WAYFINDIN SIGNAGE SIGNALIZED INTERSECTI PROPOSED PARKING STRUCTURE " 227,972 SF 584 SPACES .r> ////4 PROPOSED WAYFINDING SIGNAGE PROPOSED PARKING STRUCTURE " B" 229,476 SF 546 SPACES FIRESTONE JCPENNEY T.B.A. LEASE PARCEL 1.02 ACRES 38 CARS PROPOSED WAYFINDING SIGNAGE PROPOSED U.S.POST OFFICE LEASE 60 ACREC25 CARS PROPOSED BANK LEASE PARCEL 0.49 ACRE 22 CARS NORTH SIGNALIZED INTERSECTION ENT RANC STAN3ER BOULEVA ENTRANCE SIGN -AGE No. Revision Date A PLAN CHECK REVISIONS 2006 AUGUST 21 REVISION 'I' 2006 Sept. 26 A ADDENDUM J 2007 Feb. 5 A A A REVIEWED RAC rnnc rr1MP1 LANCE VVV 4._... .... DI A V. Al A ( city Of Tukwila 0 \ BUILAING DNISION � A nnn(,«IO MA1i 5 'INT A A A A RECEIVED MAR -12007 PERMIT CENTER A A 0 A Sheet Title PROPOSED SITE PLAN Job No. 1129 Date 6-07-05 Scale A1.1-1 0: \1129_South_Center\03—Productian\Architectural\01_Sheats \1129_SHFL_AO1-01—D1.dwg DATE: 03/01/07 11:52am SETBACK L NE PROPERTY JNE Y -_, SIGNALIZED r r r r r r r / r , / !, r r' 371 (w , ISTI ST REM IPING IN STRIPING TO REMAIN AS IS PARKWAy INTERSECTION -- SIGNALIZED INTERSECTION \s' SIGN LIZED INTER ECTION NEW PARKING STRUCTURE "A" 227,972 SF 584 SPACES PARKWAY UTHCENTER EXISTING PARKING REMAIN AS IS 5 LIS mervynrs 2 LEVELS 7-57-1 t 3 t SETBACK LINE PROERTY LINE nr XISTING PARKING STRIPING TO A SIGNALIZED INTERSECTION it XISTING PARKING STRIPING TO REMAIN AS IS IL 'Ar/ 1111111111111111 EXISTING MALL NEW MALL EXPANSION 395,157 SF NEW PARKING STRUCTURE "B" 229,476 SF 546 SPACES JCPENNEY T.B.A. LEASE PARCEL 1.02 ACRES 38 CARS I It man Ili SEQUENCE #5 STRIPINip TO REMAIN AS IS SEQUENCE #1 7/10/06— 9/1/06 633 Southcenter Parkway Tukwila, WA., 98188-2888 206-246-0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. Consultants Approvals/Phase: PERMIT/BID ADDENDUM 02/05/2007 Key Plan: No. Revision A PLAN CHECK REVISIONS A REVISION 'I' A ADDENDUM J Date 2006 AUGUST 21 2006 Sept. 26 2007 Feb. 5 A REVIEWED FOR CODE COMPL11,,la LL 5 NO ( --(ma AI CU ilaNG DIVISION A (:)(19 ft.-- 141 t/L/ A A U.S.POST OFFICE LEASE PARCEL 0.60 ACRE 25 CARS BANK LEASE PARCEL 0.49 ACRE 22 CARS SIGNALIZED INTERSECTION r. - STAN DE 3OULEVAD NORTH PROPOSED TEMPORARY FENCING PLAN Job No. 1129 Date 6-07-05 Scale erN 4to A1.1-1tf 0: \1129_South_Center\03—Production\_Plt Files \2007-02-07 Addendum J\1129_SHFL_A01-01-01temp fence.dwg DATE: 02/07/07 5:42pm 1811121.11111111 SET 5/8" REBAR & CAP SET P.K. NAIL & FLASHER TRAFFIC SIGNAL CONTROL BOX JUNCTION BOX I t f f I I L.�J 1 01 1 1 1 "ivYdis ZI i1WQLS „ZL e 4-1 L• iE 4_ 1 I zi \»A r ;., .0- p F \ 1 ,1 a 1,, i , . ii--In_ii---1,---\-':4-,_-_,,L.J__,L,_ H__ K 41 _ 32.9.6' ....... 4:ii n 1 1 , 0 , 6 l I ,___, 1f .„,,,�, I '''•;:h:, `y �`j 1 i1 ? 1 • • 633 Southcenter Parkway Tukwila, WA., 98188-2888 206-246-0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. Consultants Approvals/Phase: PERMIT/BID ADDENDUM J 02/05/2007 Key Plan: No. Revision Date 0 PLAN CHECK REVISIONS 2006 AUGUST 21 A REVISION 'I' 2006 Sept. 26 p ADDENDUM J 2007 Feb. 5 4;, i 1 \ 410 ft I 1V Il l :'� 1 1 1 e I X11 1 1 f 1 f , i I � 1L1f- I I! ! i II ii' I ! I L 1i' \i1 t1 } :.1em,` p ) f I 1 l / 1 r r I /- Ack... 'i1‘i, ? r3(14S I, +41-34NUF M3• ii W Z 1HS 335 NNI 33?±l 318no° f] MAO iimatimmem _ ..NE 1 ) C Ni;'..lT s 3N/7 )I7V8125 DN/071n8 r l�” 3O D .GI REVIEWED FUK �., ,.. AN%rcC1 d � mi 5 2001 -A\ r;�,► of Tukwi ItthNG DIVISIQN A 0 A A A A 0 A QMLIl�ptil'F1ai6d A r -n n nnni 1 ,JI o i.uur aglaII to cn sheat Title EXISTiNG SITE - UTILITIES Job No. 129 Date 6-07-05 Scale r-80,-ot A1.1 -1u 1j D: /1129_South_Center\03—Production\_Plt Files\2007-02-07 Addendum J\7129_SHFL_A01-01-01utility.dwg DATE: 02/07/07 5:42pm a I IV. CLARIFICATIONS In projects such as the proposed expansion of the Westfield Southcenter, there are often areas where clariflcatlone can be helpful to assist in understanding the direction taken by the design team in applying various code provisions. This section of the analysis will outline six such clarification Items that have been identified as part of the design development proccsv for this project. A. CONSTRUCTION TYPE AND SUPPORTING CONSTRUCTION As outlined earlier in this analysis; the existing mall building is a unprotected, noncombustible structure. In accordance with the current code, It is proposed that the mall expansion area, including the theater and parking deck, also be of Type 119, unprotected, noncombustible construction. As a result, the structure will not have a fire resistance rating. Only exit enclosures (exit stairs and passageways), shaft enclosures, and tenant separations will have a firs resistance rating. Tenant separation assemblies (fire partitions) are not required to be supported by rated construction per Section 708.4. Fire resistance rated enclosures of exit stairs, exit passageways, and shafts are required to have supporting construction that provides a fire resistance rating equivalent to that of the enclosure per Section 706.4. The supporting construction of these stairs, passageways, and shafts will be rated within the local area of the stalrpassageway/shaft enclosure only. This local area will consist of the floor, beams and columns within the structural bay containing the stair, passageway, or shaft enclosure. In addition, the supporting construction ofthe designated exit pathways and the horizontal exit on the third level will be rated as described above, B. ATRIUM SMOKE CONTROL SYSTEM The new smoke control system serving the three story atrium space In the expansion area will be designed to operate as a separate system from the existing smoke control system serving the mall in the Mervyn's/JCPenney wing. To assure that these systems are initiated and operate Independently, the fire alarm initiating devices (smoke detectors and water -flow switches) in the existing areas of the mall will not Southcenter Mall Expansion REVISION NO. 1 — February 6, 2007 3161-0 Page 10 be programmed to activate the new atrium smoke control system, and the new devices in the expansion area will not Initiate the existing smoke control system. The proposed smoke control system will include control sequences, dampers, and other equipment specifically designed to manage smoke within the atrium. Automatic Operation Upon activation of a sprinkler system or smoke detector located within the new mall addition's area: the following sequence of operation will be Initiated: • Fans Nos. SEF -1 through SEF -4 will override to full speed operation. Inlets for these fans will be provided through ducts located near the top of the atrium. These fans will provide 54.000 cfm of exhaust each, for a total of 215,000 cfm. • Supply fans in air conditioning units Nos. MAC -I through MAC -12 will activate and outside air dampers will open to supply 100% outside air throughout the mall addition area. Upon activation, these fans will provide a total of 120;000 en of make-up air. • Level 1 east main entry door ME3-1A on the first level will automatically open. This door, when open will provide an opening of 60 square feet. This will provide approximately 13,800 On of make-up air. • Level 1 west main entry door ME1-1A on the first level will automatically open. This door, when open, will provide an opening of 80 square feet. This will provide approximately 18,300 cfm of make-up air. Manual Operation This same sequence of operation can be Initiated through the operation of the manual override controls provided neer the fire alarm panel in the fire control room. These manual controls consist of two "ON -AUTO -OFF" switches which will allow the fire department to selectively activate or deactivate the supply fans and/or the exhaust fans. Standbtr Power The mechanical systems providing the smoke management sequences for the atrium area will be supplied with normal building power; and will also be provided with standby power support. Southcenter Mall Expansion REVISION NO. 1 — February 6, 2007 6151-0 Page 11 The smoke control system will utilize the mail's day-to-day air handling systems, which will result in an even higher level of practical reliability for the system's components than would be achieved by the sole reliance on the provisions of Section 909. In addition, the mechanical systems providing the smoke management sequences for the atrium area will be supplied with normal building power, and will also be provided with standby power support. Section 404.5 requires atrium spaces to be separated from adjacent spaces by 1 -hour rated fire barrier walls. Exception 3 to this section, however, allows the adjacent spaces of three floors to be open to the atrium, when the volume of the adjacent spaces are Included In the design calculations for the smolee control system, in the Southcenter project, all three floors will therefore be unseparated from the atrium. A recent code charge to the 2003 IBC (G66-04/05) pointed out that the smoke control system design calculations In the current Section 909 do not incorporate parameters that represent the volume of the areas open to the atrium. This code change proposed that the language requiring the inclusion of the volume of the adjacent spaces be stricken from the code. This change was approved by the General Code Change Committee, and approved by the IBC membership at the recent hearings In Detroit. Based an this information, the atrium will be unseparated from the adjacent mall areas, and the smoke control system will be designed In accordance with Section 909 of the 2003 IBC. The Independent HVAC units serving the new and existing areas will be balanced to neither draw nor supply significant quantities of air at the points of interface between the new and existing portions of the mall. Based on this design, the volume of air In the expansion area will have a negligible effect on the operation of the existing smoke control system, and the air In the existing areas will not adversely affect the new atrium system, since the systems will be designed to be Independent and will be supplied with their own balanced make-up air supplies. The IBC, In Section 402.9, requires smoke control In malls `where required for atriums In Section 404.' The 2003 IBC Commentary further states that smoke control is required for malls, but then states that there are exceptions listed for floor openings in Section 404.4, although it does not specifically list those exceptions. Southcenter Mall Expansion REVISION NO. 1 — February 6, 2007 8151-0 Page 12 Upon activation of a mall or tenant automatic sprinkler waterflow switch, manual pull station or smoke detector in the building, an alert signal followed by voice Instructions will be broadcast throughout the mall area, back -of -house spaces, and tenant spaces of the expansion area. The only exception will be the new theater complex, which is proposed to operate with an independent alarm sequence as further described in Section IV, D of this analysis. The mall's fire control room will contain a microphone to allow the manual transmission of an evacuation signal and voice instructions within the mall concourse areas. The voice alarm system will be designed and Installed In accordance with NFPA 72. As agreed to with the Tukwila Building and Flre Department, two manual pull stations will be provided, one each in the fire control room and the mall security office. G. SMOKE CONTROL The 2005 Washington State Building Code does not require smoke control in covered mall buildings, except in areas classified as atriums. The majority of the Southcenter building is a single story structure, and Is thereby exempt from smoke control. Consequently, even though Mervyn's/JCPenney wing of the existing mall is equipped with a smoke control system, smoke control is now proposed only for protection of the new three-story atrium space located in the expansion area of Southcenter. This atrium will provide escalator access to the Cinema located on the third level of the expansion. In order to assure paper functioning of the mail's separate smoke control systems, all new fire detection devices in the expansion areas will be zoned separately from the devices in the existing building. Smoke detectors and water flow switches installed in the expansion will not be designed to activate the smoke control system In the existing Mervyn's/JCPenney portion of the mall, and detectors and water flow switches in the existing portion of the mall will not activate the expansion area's atrium smoke control system. The functioning of this system is further outlined Section IV, B of this analysis. Note that smoke control will not be provided for the escalators leading to the northeast and northwest corners of the roof -top parking deck, since these openings does not communicate with the Cinema space or any other occupied area on the third level. Southcenter Mall Expansion REVISION NO. 1 — February 6, 2007 8151-0 Page 7 H. SUPERVISION To provide for additional reliability and rapid notification of the fire department, the automatic sprinkler system and smoke detection devices will be electrically supervised. The supervisory system will be designed to annunciate three different signals: Alarm signals, supervisory signals, and trouble signals. An alarm signal Is an indication that a fire or other emergency condition has been detected In the building. A supervisory signal is an indication that a required fire extinguishing system is not In full working order such as a closed valve in the automatic sprinider supply piping. A trouble signal Is an Indication that a portion of the fire protection system Is not functioning properly such as a problem associated with electrical wiring or the device itself. Each of these signals will be transmitted to the project's fire alarm control panels. The signals will also be constantly monitored by an approved off-site alarm monitoring station. The monitoring station will immediately notify the fire department of any alarm oonditIons, as well as dispatch the appropriate authorities to Investigate any trouble and supervisory signals. L EMERGENCY AND STANDBY POWER SYSTEMS Emergency power by means of a motor generator set will also be provided for the mall and tenant areas of the Westfield Southcenter expansion project This emergency power system will operate upon loss of power to the building within 10 seconds, and supply each of the following systems: • All emergency lighting. • The fire detection, alarm, and occupant notification systems. • Fans and equipment providing smoke control for the atrium space. Note that all exit signs are proposed to be of the approved self -luminous type, and will not require a separate emergency power system. J. FIRE CONTROL ROOM Southoenters fire control room will continue to be located on the north side of the mall, in an existing sprinkler valve room. All required status indicators, annunciators, and controls for the new Southcenter Mail Expansion REVISION NO. 1 — Februarys, 2007 8151-0 Page 6 expansion area will be extended into this room in order to continue to provide a valuable central location for fire department operations throughout the Southcenter project. Southcenter Mall Expansion REVISION NO. 1 — February 6, 2007 8151-0 Page 9 supervision will be provided for all system valves as well as for the alarm and supervisory circuitry Itself. In the event that a valve Is shut or a fault is detected in the system wiring, an Immediate supervisory or trouble signal will be transmitted to the fire alarm control panel and off-site monitoring station, The control valves, tamper switches and waterfiow devices will be provided at the riser for each zone. A zone may contain multiple tenant spaces. Control valves, tamper switches and waterflow devices may not be provided for each separate tenant space in the proposed expansion areas. The exception is the theater which will have its own riser or risers which will serve only the theater space. Automatic sprinkler systems in covered mall buildings have an excellent record of satisfactory performance In assuring rapid fire containment and suppression, structural protection and reduction of smoke development. C. STANDPIPE SYSTEM Class I standpipe hose outlets are proposed to be located adjacent to each new public main entrance to the mall concourse and just inside each new entrance to an exit passageway or exit condor from the mall as shown on Graphic Figures No. 2, 3 and 4. As permitted by code, these hose connections will be served from the sprinkler system piping serving the mall concourse zone and sized to deliver at least 250 gallons per minute with no minimum residual pressure requirement at the hydraulically most remote outlet. D. PORTABLE FIRE EXTINGUISHERS Portable fire extinguishers will be located in select locations in the expansion project. It is proposed to provide the appropriate type of fire extinguisher at each of the following locations: Near each new fire department hose connection located near the public main mall entrances and the entrances to each exit passageway. • In each new tenant space In accordance with the NFPA 10 spacing requirements. This will Include fire extinguishers compatible with kitchen exhaust hood extinguishing systems In any new food tenant spaces. The extinguishers will be supplied by the tenants. Southcenter Mali Expansion REVISION NO. 1 — February 6, 2007 8151-0 Page 6 In any new back -of -house storage rooms separated from the tenant spaces. This distribution will provide ready access to first aid fire extinguishing equipment for the fire department and mallltenant employees without the unnecessary exposure to unauthorized use that would be incurred by locating extinguishers in the mall concourse or in other general public areas. E. SMOKE DETECTION SYSTEMS in addition to the automatic detection and alarm being provided by the waterfiow switches of the automatic sprinkler systems, smoke detectors will be provided in the following locations: • Duct -type detectors will be installed In all new return air systems with a design capacity over 2,000 cfm, Duct -type detectors will be installed In all new multiple air -handling systems sharing common supply or return air ducts or plenums with a combined capacity over 2,000 cfm. • Duct -type detectors will be installed In the relief/exhaust fans serving the atrium. • Beam -type detectors will be provided at the top of the 3 -story atrium space. Smoke detectors will be Installed In each new elevator lobby, machine room; and at the top of any sprinklered hoistways for the purpose of elevator recall. F. FIRE ALARM/OCCUPANT NOTIFICATION SYSTEM Section 402.13 of the 2005 Washington State Building Code requires covered mall buildings exceeding 50,000 square feet in total floor area to be equipped with a voice/alarm communication system. The existing covered mall building has a limited number of tire alarm occupant notification devices within the mall concourse of the addition located between the Mervyn's and JCPenney stores. The remainder of the mall concourse, tenants and back -of -house corridors have no occupant notification, as was permitted at the time of the design and construction of these portions of the building. A new voice -alarm system will be provided throughout the mall expansion area. Further, as agreed to with the Tukwila Fire Department, the voicefalarm communication system will also be extended into the existing mall concourse areas. Southcenter Mall Expansion REVISION NO. 1 -- February s, 2007 8151-0 Page 6 Upon activation of a mall or tenant automatic sprinkler waterflow switch, manual pull station or smoke detector in the building, an alert signal followed by voice instructions will be broadcast throughout the mall area, back -of -house spaces, and tenant spaces of the expansion area. The only exception will be the new theater complex, which is proposed to operate with an independent alarm sequence as further described in Section iV, D of this analysis. The mall's fire control room will contain a microphone to allow the manual transmission of an evacuation signal and voice instructions within the mall concourse areas. The voice alarm system will be designed and installed In accordance with NFPA 72, As agreed to with the Tukwila Building and Fine Department, two manual pull stations will be provided, one each in the fire control room and the mall security office. G. SMOKE CONTROL The 2005 Washington State Building Code does not require smoke control in covered mall buildings, except in areas classified as atriums. The majority of the Southoenter building is a single story structure, and Is thereby exempt from smoke control. Consequently, even though Mervyn's1JCPenney wing of the existing mall Is equipped with a smoke control system, smoke control Is now proposed only for protection of the new three-story atrium space located in the expansion area of Southcenter. This atrium will provide escalator access to the Cinema located on the third level of the expansion. In order to assure proper functioning of the mall's separate smoke control systems, all new fire detection devices In the expansion areas will be zoned separately from the devices in the existing building. Smoke detectors and water flow switches installed in the expansion will not be designed to activate the smoke control system In the existing Mervyn's/JCPenney portion of the mall, and detectors and water flow switches In the existing portion of the mall will not activate the expansion area's atrium smoke control system. The functioning of this system is further outlined Section IV, B of this analysis. Note that smoke control will not be provided for the escalators leading to the northeast and northwest corners of the roof -top parking deck, since these openings does not communicate with the Cinema space or any other occupied area on the third level. Southcenter Mall Expansion REVISION NO, 1 — February 6, 2007 8151-0 Page 7 II. GOVERNING CODES Westfield Southcenter is located in Tukwlta, Washington. Building construction in the State of Washington is regulated by the Washington State Building Code and the Washington State Fire Code. Code enforcement is provided by the City of Tukwlia. Local building and fire departments are given the authority and responsibility to interpret and enforce the requirements of the statewide codes. The 2005 Washington State Building Code is based on recent versions of nationally recognized model codes with amendments. The adopted codes include: • The 2003 international Building Code with State of Washington amendments. • The 2003 international Mechanical Cods with State of Washington amendments. • The 2003 Uniform Plumbing Code with State of Washington amendments. • The 2003 international Fire Code with State of Washington amendments, • The 2002 National Electrical Code with State of Washington amendments. All parenthetical references In this analysis are to the Washington State Building Code, unless otherwise Indicated. This analysis does not Include provisions from the Americans with Disabilities Act, ANSI Al 17.1, or any state or local design requirements for handicapped accessibility. Although the project intends to meet all applicable accessibility standards; the design team has been cautioned that such standards may conflict with the building code provisions outlined herein. Southcenter Mall Expansion REVISION NO. 1 — February 6, 2007 8151-0 Page 2 III. FIRE PROTECTION CONCEPTS The Southcenter expansion project has been designed to incorporate comprehensive fire protection and Ilfe safety concepts In order to protect the building and Its occupants. These concepts were developed to accomplish four major goals: 1. To detect developing fire conditions. 2. To Inform the mall's management, occupants of the expansion area, and the fire department of the condition to allow for necessary action. 3. To provide for safe exiting of the building's occupants. 4, To contain and control the fire condition until resolution by the fire department. In order to achieve these goals, the fallowing package of fire protection and life safety features are proposed forthe mall expansion portion of the project: • Type II -B Unprotected Noncombustible construction. • Complete automatic sprinkler protection separately zoned for tenant and mall areas. • Class I standpipe hose connections. • Portable fire eiinguishers. • Automatic smoke detection in select locations. • A ere alarm system with voice occupant notification throughout the expansion area. • An atrium smoke management system. • Electrical supervision and monitoring of the automatic sprinkler and fire alarm systems. • Emergency and standby power systems for all required equipment. • A central fire response point and control room. The following sections of this analysis will provide further details regarding the operation of these systems as well as introduce those areas of the project where clarifications or equivalencies are being submitted to the direct requirements of the code. Southcenter Mall Expansion REVISION NO. 1 — February 6, 2007 8151-0 Page 3 A. CONSTRUCTION CLASSIFICATIONS AND FIRE SEPARATIONS The proposed Southcenter expansion project will be designed to meet a Type II -B construction classification to match the existing mail's construction, and as permitted by Section 402.6 of the current Washington State Building Code. All new exit passageways serving the mall and mall tenants will be enclosed by 1 -hour fire barrier walls and floors with 1 -hour rated opening protectives. In addition, shafts will be 1 -hour rated. Supporting construction of these exit elements Is further discussed in Section IV of this analysis. As agreed to with the Tukwila Building Department, the structural bays supporting the designated pathways from the stair discharge points on the parking level will be 1 -hour rated (same as stair enclosures). Also, the structural bays supporting the 2 -hour rated exterior walls of the theater that define the horizontal exit will be 2 -hour rated. Each tenant space will be separated from adjacent tenant spaces by a 1 -hour fire partition. Separation between the mall and tenants is not required and is not proposed. All tenant separation walls will extend from the floor slab to the floor or roof deck above or to the underside of a nonrated ceiling as permitted by Section 708.4, Exception No. 4 of the current code. B. AUTOMATIC SPRINKLER SYSTEMS All areas of the Southcenter expansion project will he protected by hydraulically designed, electrically supervised, and remotely monitored automatic sprinkler systems. In order to Increase the reliability of the proposed sprinkler systems, all sprinklers in tenant spaces and support areas will be supplied from systems separate from those serving the mall. This Independence will allow the tenant and back-cf-house zones to be shut down for routine modifications without Impacting the protection provided in the mail. Exit passageways will be supplied by the tenant zone sprinkler systems so that any future relocations of these passagewayswill not Interrupt the mall sprinkler protection. To provide for annunciation of sprinkler system activation, waterflow switches will be provided for each zone. Activation of a mail waterfiow switch will notify the fire department via an approved off-site alarm monitoring service and sound an alarm signal at a constantly attended location. Electrical Southcenter Mall Expansion REVISION NO. 1 — February 6, 2007 8151-0 Page 4 FiRE PROTECTION AND LIFE SAFETY ANALYSIS WESTFIELD - SOUTHCENTER TUKWILA, WASHINGTON PREPARED FOR: THE WESTFIELD CORPORATION 11601 WILSHIRE BOULEVARED LOS ANGELES, CALIFORNIA 90025 PREPARED BY: CODE CONSULTANTS; INC. 1804 BORMAN CIRCLE DRIVE ST. LOUIS, MISSOURI 63146 314-991-2633 PROJECT NO. 8516-0 OCTOBER 24, 2005 REVISION NO, 1 — FEBRUARY 6, 2007 TABLE OF CONTENTS PAGE INTRODUCTION AND PROJECT DESCRIPTION 1 IL GOVERNING CODES 2 III. FIRE PROTECTION CONCEPTS 3 A. CONSTRUCTION CLASSIFICATIONS AND FIRE SEPARATIONS 4 B. AUTOMATIC SPRINKLER SYSTEMS 4 C. STANDPIPE SYSTEM 5 D. PORTABLE FIRE EXTINGUISHERS 5 E. SMOKE DETECTION SYSTEMS 6 F. FIRE ALARM/OCCUPANT NOTIFICATION SYSTEM 6 G. SMOKE CONTROL 7 H. SUPERVISION 8 I, EMERGENCY AND STANDBY POWER SYSTEMS 8 J. FIRE CONTROL ROOM 8 IV. CLARIFICATIONS 10 A. CONSTRUCTION TYPE AND SUPPORTING CONSTRUCTION 10 B. ATRIUM SMOKE CONTROL SYSTEM. 10 C. THEATER MEZZANINE .e 14 D. CINEMA OCCUPANT NOTIFICATION 14 E. FIREPLACE DESIGN 15 F. INTERIOR TRANSFORMER VAULTS ...- 15 G. THIRD LEVEL EGRESS _ 15 H. LIFE SAFETY SYSTEMS FINAL TESTING CRITERIA 16 V. EQUIVALENCIES 19 A. THEATER MAIN EXIT 19 B. EXIT STAIR DISCHARGE 21 C. PEDESTRIAN WALKWAYS 22 D. ANCHOR STORE SEPARATIONS 22 VI. SUMMARY 24 L INTRODUCTION AND PROJECT DESCRIPTION The Westfield Corporation: Inc. is proposing a renovation and expansion project at their existing Westfield Southcenter mall, located in Tukwila, Washington. The existing Southcenter project consists of a one -level covered mall building with five multi-level anchor stores. Current project planning Includes a three level expansion on the south side of the existing mall building. This addition will provide new mall concourse area on all three levels, additional mu id - tenant leasable area, a new food oast and seating area on the second level, and a multi-plex theater on the third level with adjacent open-air parking located above the mall building areas below. Two multi-level parking structures will be located adjacent to the southeast and southwest corners of the mall building expansion. The purpose of this analysis is to outline Code Consultants, Inc.'s interpretation of the major fire protection and life safety requirements that impact the proposed project, to describe the systems that will be provided in the project to comply with those requirements, and to document areas where clarifications of the code's requirements or equivalent methods of protection are being submitted to the City of Tukwila. RECEIVEL FEB 1 6 2007 PERMIT CENTEt- CORRECTION LTR# Southcerrter Mall Expansion REVISION NO. 1 -- February 6, 2007 8151-0 Page 1 FIRE PROTECTION AND LIFE SAFETY ANALYSIS SCALE: NONE 633 Southcenter Parkway Tukwila, WA., 98188-2888 206-246-0423 er WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT RE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECTS NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. Consultants Approvals/Phase: PERMIT/BID ADDENDUM J 02/05/2007 Key Plan: No. Revision A PLAN CHECK REVISIONS n REVISION 'I' © .`iijiIj r II ‘.11 A A A A1EVIEWED FOR_ zfut - Date 2006 AUGUST 21 2006 Sept. 26 2007 Feb, 5 ?IA pL1f:"1'"tfoo 1 rneF0 0 5 7nai Of Truh,Niila n DING DIVISION A eet rue IRE PROTEC11ON ND IFE SAFETY ANALYSIS Job No. 1129 Date g6 -OB -05 Scale 1/4'rf-0' FS1.1 1 02/16/07 3:00pm 0: \1129_South_Center\Q3—Production\Architectural\01_Sheets\1129_SHFL_FS01-01-01.dwg DA code, however, allows the openings between the anchor store and the covered mall pedestrian area to be unlimited In size and completely unprotected. As the project progresses, the Sears and JCPenney store walls will be evaluated to verify their method of construction and the calculated fire resistance of these existing wails. Should these walls be determined to provide fire resistance equivalent to the required 2 -hour rating, no additional fire resistive materials will be installed at the intersection of these walls with the new mall tenant and concourse areas. However, should the rating of these existing walls be found to be deficient, new two-hour fire resistance rated walls will be constructed as a portion of the mall expansion, adjacent to the existing exterior walls of the anchors. If required, these new walls will assure that the code required fire resistance is achieved at the mall/anchor store junctions planned as a portion of the Westfield Southcenter mall expansion. Southcenter Mall Expansion REVISION NO. 1 — February 6, 2007 5151-0 Page 23 VI. SUMMARY The proposed Westfield Southcenter expansion and renovation project will be designed to provide a level of safety and fire protection for Its future occupants that meets or exceeds the levels of protection intended by the Washington State Building Code as referenced in this analysis, The following is a summarized list of the fire protection and life safety features proposed for the Southcenter project: • Type II -B Unprotected Noncombustible construction. • Complete automatic sprinkler protection separately zoned for tenant and mall areas. • Class I standpipe hose connections. • Portable fire extinguishers. • Automatic smoke detection in select locations. • A fire alarm system with voice occupant notification throughout the expansion area. • An atrium smoke management system. • Electrical supervision and monitoring of the automatic sprinkler and fire alarm systems, • Emergency and standby power systems for all required equipment. ■ A central fire response point and control room. Based upon this level of protection, and the documentation provided In this analysis, the following clarifications were presented regarding the code's application to this project: • Fire rated supporting construction will be provided only within the structural bay containing a rated stair, exit passageway, shaft, designated egress path or horizontal exit wall on the third level, or hoistway. + An atrium smoke management system will be provided in the expansion area in accordance with Section 404, All three levels of the expansion area will be open to the atrium space, but such openness does not modify the required smoke exhaust capacity, which is based solely on the atrium height. • The theater tenant space will contain a typical projection mezzanine, which will comply with Section 505. Southcenter Mall Expansion REVISION NO. 1 -- February 6, 2007 3151-0 Page 24 • The Theater space will be provided with an independent voice fire alarm system that will be monitored by the mall building's new fire alarm system. • The mall expansion area will include gas fireplaces designed in accordance with the Mechanical Code. + The expansion area will Include Interior transformer vaults designed in accordance with the Electrical Code. • Third Level egress for the theater and stairs. • Proposed testing procedures for the atrium smoke control system. Alternative design approaches were also presented regarding the following aspects of the proposed Southcenter expansion project: • The theater's means of egress system will include flow to both the mall area and the open rooftop parking deck. • Two exit stairways in the expansion area are proposed to discharge to the open rooftop parking deck. • Open-air pedestrian walkways to the new open parking structures will be used as a portion of the expansion areas means of egress system. • The existing Sears and JCPenney anchor stores will be separated from the expansion area by either existing 2 -hour rated exterior walls or by new 2 -hour rated fire barriers . it is the opinion of Cade Consultants, Inc. that the concepts outlined in this analysis will provide a level of safety equal, If not superior, to that intended by the Washington State Building Code. Based upon this documentation, we respectfully submit these concepts for your consideration and approval. Southcenter Mall Expansion REVISION NO. 1 — February 6, 2007 3151-0 Page 25 V. EQUIVALENCIES In modern commercial development projects, there are often areas where functional or design considerations make it desirable to pursue the approval of alternate methods to provide an equivalent level of protection to that specifically outlined in the code, These equivalency concepts, when approved by the building official, are permissible in accordance with Section 104.10, "Modifications" and Section 104,11, "Alternate materials, design and methods of construction and equipment" of the Washington State Building Code. This section of the analysis will provide documentation to support five areas where equivalency concepts are being proposed to the direct requirements of the code. A. THEATER MAIN EXIT The new theater area will be considered as a mall building tenant space. Consequently, the building code would technically require all of the theater exiting to occur Into the mall for the purpose of designing the required mall exit width. However, an alternate egress design is proposed, based on a concept that will provide adequate egress for the total number of theater occupants, but impose only a portion of the theater occupant load on the mall concourse. The Washington State Building Code contains two other egress requirements that will impact the design of the multi -theater complex proposed as a portion of the mall expansion, Section 1008.1 requires that a main exit of sufficient width to accommodate one-half of the aggregate occupant load must be provided for any Group A occupancy with an occupant load of more than 300. The intent of the "main exit" provision is to require that 50% of the occupants be able to egress through the same area of the building they used to enter the facility since this are is typically the most familiar to them. The design of the theater is such that there is a single, defined main entrance from the mall concourse. Most theater patrons will enter through this general entrance. The theater complex will be provided with a total of 2,963 seats, 50% of each auditorium's occupant load has been assumed to egress back to the lobby area. Added to these 1,484 occupants are employees (estimated at 55 occupants), and a conservative queuing load equal to the seat count of the Southcenter Mall Expansion REVISION NO, 1 — February 6, 2007 8151-0 Page 13 largest auditorium (299 seats) for a total lobby occupant load of 1,848. The total occupant load of the theater tenant space will be 3,332. The general main entrance can accommodate 2,559 occupants, which equals 138% of the lobby load of 1,848 and 76% of the total theater occupant load of 3,332. Once in the mall concourse/lobby area, occupants will be able to exit via enclosed exit stairways which discharge directly to the exterior at the lower level, or by level travel to the parking deck. The remaining required egress width will be provided through doors opening directly to the rooftop parking area, which will be completely open to the sky. The other code provision that Impacts theater egress Is the requirement In Section 402.4.3 regarding the location of en exit for a Group A occupancy with an occupant load of 600 or more. This section requires that such occupancies must be located such that the entrance of the assembly occupancy will be Immediately adjacent to a principal entrance to the mall. It also requires that at least one-half of the tenant's means of egress open directty to the exterior of the building. Due to the occupant load of the theater and the fact that the theater level is located on the third level of the building; locating the theater tenant immediately adjacent to a mall entrance is impractical. As discussed above, the main exit from the theater to the concourse/lobby area will provide capacity for approximately 76% of the theater occupants. In addition, the egress from the lobby and rear exits of the theaters will provide a total egress capacity of 4,523; which constitutes nearly 138% of the required egress capacity. Once in the concourse/lobby area, occupants can exit via enclosed exit stairways or out to the open rooftop parking area. in either case, theater occupants will be able to leave the area of alarm origin quickly and safely, In summary, the theater will be provided with a total of five main exits In addition to the rear exit doors from each of the eight Individual theaters. The main entry to the theater substantially exceeds the requirements for the minimum 50% egress capacity. The theater tenant and the new mall expansion area will receive separate occupant notification, consequently egress from the theater and the mall should normally be non -simultaneous. Further, the overall egress capacity of the upper level will exceed the occupant load by over 1,191 occupants, thus assuring that all egress pathways will be free and open for use by all of the mall's occupants, including the theater patrons. Southcenter Mall Expansion REVISION NO. 1 — February 6, 2007 8151-0 Page 20 Based on the above discussion and the increased life safety afforded by the alarm sequencing and over -designed egress for the expansion's upper level, the preceding proposal is submitted as an alternative design approach for consideration and approval. B. EXIT STAIR DISCHARGE The expansion of the Westfield Southcenter mall will create three interior exit passageway systems on the first level and two interior exit passageway systems on the second level. These passageways will mainly provide travel distance compliance to new and existing central areas of the mall, and will also provide a small amount of the required egress capacity. Once a mall occupant enters one of these passageways, the egress path will lead to one of three stairs, The east, center and west stairs will direct occupants upward to the rooftop parking deck above the mall. It is proposed to allow this rooftop parking area above the mall expansion to function as the exit discharge route for these stairs. This level will be constructed, as will the entire covered mall building's structure, of noncombustible materials and will be of open air design to assure that smoke or fire cannot be trapped or spread along the length of the roof. More importantly, the rooftop parking deck slab will be constructed of materials and at a thickness which will provide the garage deck with a 2 -hour rating. This will assure that any tire on the deck itself will not be able to compromise the structural Integrity of the deck er allow significant amounts of heat to transfer into the mall spaces below. The supporting construction of most of this level is not proposed to be rated; however, based on information published recently regarding the performance of structural steel in real-world fire conditions. The designated travel paths from the stairs, however, will have 1 -hour rated supporting construction, as outlined earlier in this report. The November/December 1998 issue of the BOCA magazine Included an article entitled 'The Future of Fire Engineering", which contained information outlining the performance of structural steel in fire conditions that more closely duplicates fire conditions in actual buildings. The article indicates that research Into the performance of steel structures has found that the structural steel frame of a building performs much better than the individual elements that are tested In the laboratory furnace test using the Standard Time Temperature Curve. This article, which explores the structural steel performance in a Southcenter Mall Expansion REVISION NO. 1 — February 6, 2007 8151-0 Page 21 Incorporate a horizontal exit concept and fireproofing for the egress paths leading from the stairs to the parking garages. Egress from the theater will be based on a horizontal exit concept. The exterior walls of the theater will be two-hour rated. This exit will accommodate less than half of the total occupant load of the theater, and the parking deck will provide the required area of refuge. All other egress for the theater will be provided through enclosed stairs. This configuration will meet the requirements of Section 1021. During our meeting; we also discussed the egress pathway for the two stairs with roof -top discharge. As presented, the center stair will be designed with exit signage that will direct occupants downward to an exit passageway tunnel, which will lead to another stair discharging back up to the south parking lot. The east and west stairs will direct occupants upward to the rooftop parking deck above the mall. It is still proposed to allow the rooftop parking area above the mall expansion to function as the exit discharge route for the east, middle and west stairs. However, in response to Mr. Benedicto's concerns, it is proposed to provide an egress lighting system and to provide a fire resistance rating to the supporting structure of the these designated paths. H. LIFE SAFETY SYSTEMS FINAL TESTING CRITERIA The purpose of these proposed final testing criteria is to outline the fire protection and life safety devices to be tested, their method of testing, and their successful test criteria in order to agree In advance on the performance necessary to obtain final systems approval from the City of Tukwila. With this in mind, Code Consultants, Inc. proposes the following final testing procedures for the Westfield Southcenter expansion project, Pretesting All life safety systems in the mall will be thoroughly pretested by the responsible installation contractors before final testing by the City of Tukwila. This contractor pretesting will Include full functional tests of each smoke detection device, waterfiow alarm and tamper device, as well es function and sequence testing for all air control dampers and fans that are a portion of the smoke control system. Southcenter Mall Expansion REVISION NO. 1 — February 6, 2007 8151-0 Page 16 Detection and Supervision Testing Functional tests to assure proper operation, annunciation, and supervision of all the following devices will be performed as directed for witnessing and approval by the City of Tukwila: 1, Smoke detection devices. 2. Waterflow alarm devices. 3. Tamper supervision of sprinkler control valves. 4. Fire annunciation and control panel operation, including silence and reset functions. 5. Fire annunciation and control panel emergency power system. 6. Audio/visual alarm devices. 7. Manual controls for the smoke system, including on/off/auto switches and indicating lights. 8, Automatic door operation for make-up air. During this device testing, proper sequencing and operation of the smoke control system components can also be visually tested. Atrium Smoke Control System Final Testing The smoke control system Is proposed to be tested by verifying the proper sequencing and operation of the exhaust and supply fans upon detection device activation and manual controls, based on the sequence of operations outlined below. This regimen will Include functional testing of all equipment and controls, and submission of balance reports to verify that the system is capable of moving the required design quantities of air, In addition, if required, a large fog generating machine, such as the Le Maitre 0300, will be set up In areas within or immediately adjacent to (within 8 to 10 feet) the atrium, This machine will be operated for 2 to 3 minutes; with the fog directed toward the atrium opening, prior to activation a smoke detector or waterfiow switch In the expansion area of the mall. The quantity of fog will be adequate to gauge the speed and direction of air movement within the atrium space. Southcenter Mall Expansion REVISION NO. 1 -- February 6, 2007 8151-D Page 17 Acceptance The smoke control system will be deemed acceptable if all systems operate as described above, and the fog moves toward the atrium and is removed from the atrium space within 10 minutes, with only a light haze remaining. 0(0 Southcenter Mall Expansion REVISION NO. 1 — February 6, 2007 8151-0 Page 18 the code to prevent smoke and products of combustion from compromising a third story Is met. Consequently, smoke control is not proposed to be provided far the two story openings of the Southcenter expansion. C. THEATER MEZZANINE A mezzanine is defined per Section 502.1 as an intermediate level or levels between the floor and ceiling of any story, with an aggregate floor area of not more than one-third of the area of the room in which the level or levels are located. As permitted by Section 505, a mezzanine is not required to be open to the room below if at least one means of egress from the mezzanine provides direct access to an exit. As indicated previously, a theater tenant will occupy a major portion of the upper level of the expansion area. As a portion of the theater. a typical mezzanine level for the projection equipment Is proposed. The code limits the area of the mezzanine to one-third of the area of the theater's main floor. The proposed projection mezzanine at Southcenter is substantially smaller than this one-third limit, and is only designed to allow for employee access to the projection equipment rooms. Only theater personnel will use the projection equipment rooms on the mezzanine, The proposed mezzanine will have access to four exits, two of which are enclosed exit stairs which discharge directly to the exterior parking deck. The other two stairs will discharge into theater corridors below, as permitted by Section 505.4, Exception 2, D. CINEMA OCCUPANT NOTIFICATION As previously described, the cinema tenant space will provide a voice/alarm communication system per Section 907.2.1.1, since the occupant load will be over 1,000. This system will be provided by the theater tenant, It Is proposed for the cinema fire alarm system to be operated as an independent fire alarm zone, but be monitored by the mall building's new expansion area fire alarm system. Therefore, even though Southcenter Mall Expansion REVISION NO, 1 — February 6, 2007 8151-0 Page 14 the cinema may have Its own fire alarm control panel, It will transmit all signals to the off-site alarm monitoring company through the mall building's new fire alarm panel. Upon activation of a sprinkler within the cinema tenant space, the voice/alarm system throughout the cinema space will activate. The occupant notification devices in the mall expansion areas located below the cinema will remain in a non -nal mode. However, alarm conditions within the mall area will aotivate the alarms within the theater space, as agreed to with the Tukwila Building and Fire Department. E. FIREPLACE DESIGN Asa portion of the design of the new mall concourse, fireplaces are planned with fire boxes on both Level 1 and Level 2. These gas-fired appliances will be designed in accordance with Section 903 of the 2003 international Mechanical Code for factory -built fireplaces. Further, the gas supply to the burners will be interrupted by an automatic shut-off valve upon activation of any of the covered mall building's fire alarm systems. F. INTERIOR TRANSFORMER VAULTS The National Electrical Code regulates the installation at transformers within buildings, based on the type of insulation used, kVA and voltage ratings, As a portion of the Southcenter expansion project, three transformers will be installed In a back of house area of the 1st level. Two of these transformers will be rated at 1,000 kVA, 208/120 volts, and the third transformer will be rated at 500 kVA, 488/277 volts. All three transformers will be oil -Insulated. As required by Section 450.26 of the NEC, this proposed Indoor installation will require each transformer to be installed in its own fully sprinklered 1 -hour rated masonry vault, protected by a 1 -hour rated fire door. Ventilation openings will meet the requirements of Section 450.45, and all such openings will be equipped with 1 -1/2 -hour rated fire dampers, and any ducts used far ventilation will be constructed of non-combustible materials. G. THIRD LEVEL EGRESS At our earlier meeting, we discussed the proposed 'parking lot in the sky' exit discharge concept for the parking deck on the expansion's third level. This concept is being refined, and now will Southcenter Mall Expansion REVISION NO. 1 — February 6, 2007 8151-0 Page 16 the cinema may have Its own fire alarm control panel, It will transmit all signals to the off-site alarm monitoring company through the mall building's new fire alarm panel. Upon activation of a sprinkler within the cinema tenant space, the voice/alarm system throughout the cinema space will activate. The occupant notification devices In the mall expansion areas located below the cinema will remain in a normal mode. However, alarm conditions within the mall area will activate the alarms within the theater space, as agreed to with the Tukwila Building and Flre Department. E. FIREPLACE DESIGN Asa portion of the design of the new mail concourse, fireplaces are planned with fire boxes on both Level 1 and Level 2. These gas-fired appliances will be designed in accordance with Section 903 of the 2003 International Mechanical Code for factory -built fireplaces. Further, the gas supply to the burners will be interrupted by an automatic shut-off valve upon activation of any of the covered mall building's fire alarm systems. F. INTERIOR TRANSFORMER VAULTS The National Electrical Code regulates the installation of transformers within buildings, based on the type of insulation used, kVA and voltage ratings. Asa portion of the Southcenter expansion project, three transformers will be Installed in a back of house area of the 1st level. Two of these transformers will be rated at 1,000 kVA, 208/120 volts, and the third transformer will be rated at 5000 kVA, 4881277 volts. All three transformers will be oil -insulated. As required by Section 450.26 of the NEC, this proposed indoor installation will require each transformer to be installed in Its own fully sprinklered 1 -hour rated masonry vault, protected by a 1 -hour rated fire door. Ventilation openings will meet the requirements of Section 450.45, and all such openings will be equipped with 1 -112 -hour rated fire dampers, and any ducts used for ventilation will be constructed of non-combustible materials. G. THIRD LEVEL EGRESS RECEIVED FEB 1 B 2007 At our earlier meeting, we discussed The proposed "parking lot in the sky" exit discharge cd` rIT CENTEh for the parking deck on the expansion's third level. This concept is being refined, and now will Southcenter Mall Expansion REVISION NO, 1 — February 6, 2007 8151-0 Page 15 FIRE PROTECTION AND LIFE SAFETY ANALYSIS SCALE: NONE er 633 Southcenter Parkway Tukwila, WA., 98188-2888 206-246-0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025-1748 Telephone Facsimile 310 478 4456 310 478 4468 THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERIMSE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. Consultants Approvals/Phase: PERMIT/BID ADDENDUM ,J 02/05/2007 Key Plan: Mi 11111 i, c o o c n IiIIi=:I.1iIi No. Revision Date A A REVISION 'I' 2006 Sept. 26 © ADDENDUM J 2007 Feb. 5 0 A 0 A A REVIEWED FOR A CODE COMPLIANCE. Dl oPorAiFti c rum/leo\ °Di ut iUi vvria _ 1 ,� III nifkIC IlT\/TSTON A S eet Title IRE PROTEC11ON APD IFE SAFETY ANALYSIS, IFE SAFETY TESTING RImRIA Job No. 129 Date 06-06-0.5 Scale FS1.1-2 D: \1129_South_Center \03—Production\Architectural\01_Sheets\1129_SHFL_FS01-01-02.dwg DATE: 02/16/07 9:19am 633 Sauthcenter Parkway Tukwila, WA., 98188-2888 206-246-0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 33'-10" 24'-9' THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. \ \\\\ \\\\\ \ a• Atakob, "italg; A A1brib i FIRE too♦ ►������ettei:ao�oo�!t4.:1$410124441 1:401"P"+#40 rap km o000000011 • ♦off �o�o !000+\� 1 \\ \ \\ \\ \\ \ \ \\ \\\\ \gym = _ $297 74° STATF Or ioi.• ,HVGTON RFOISTERFD Ar?�r11TF.r'T Consultants Approvals/Phase: PERMIT/BID ADDENDUM if 02/05/2007 Key Plan: o 44 •1'. No. Revision Date \ ADDENDUM J 2007 Feb. 5 A 0 0 29'-11" 20'-11- 30'-0" SYMBOL KEY EXIT PATH 1 HR WALL ASSEMBLY 2 HR WALL ASSEMBLY AREA WITH RATED STEEL BELOW - 1 -HR AREA WITH RATED STEEL COLUMNS ONLY - 1 -HR AREA WITH RATED STEEL BELOW - 2 -HR (COLUMNS ONLY AT 1ST FLOOR FRAMING) NOTE: RATED STEEL TO INCLUDE MAIN BEAMS AND COLUMNS ONLY A A A A FEBf1 rAflfl7 FEB "" J Lund FEr�imi tl dalt� s_ Sheet Title FIRE PROTECTION EXIT PASSAGEWAYS LEVEL 1 Job No. 8151-0 Date 6-9-06 Scale LEVEL 1 SCALE: 633 Southcenter Parkway Tukwila, WA., 98188-2888 206-246-0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWING IS AN INSTRUMENT OF SERVICE. IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT HE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. Consultants F4®ii V'4,4 AtttA 41 ►�i�i�i ►���_�4 +civ -41 r:e 441 Approvals/Phase: PERMIT/BID ADDENDUM J 02/05/2007 Key Plan: SHAFT OPENINGS FOR i2ESTAURAF4TS No. Revision Date J\ ADDENDUM J 2007 Feb. 5 S FOR RESTAURANTS COLUMNS AND BEAMS SUPPORTING THE SECOND I$VEL WITHIN SHADED ARE S SHALL AVE 1—HR SPRAY APPLIED FIREPFOOFING, TYP. normntivo MAK 5 ZU01 SYMBOL KEY EXIT PATH 1 HR WALL ASSEMBLY 2 HR WALL ASSEMBLY AREA WITH RATED STEEL BELOW - 1 -HR AREA WITH RATED STEEL COLUMNS ONLY - 1 -HR AREA WITH RATED STEEL BELOW - 2 -HR (COLUMNS ONLY AT 1ST FLOOR FRAMING) NOTE: RATED STEEL TO INCLUDE MAIN BEAMS AND COLUMNS ONLY rn - r nrnn � Fa; O LUUI PERivii ER Sheet Title FIRE PROTECTION EXIT PASSAGEWAYS LEVEL 2 Date 6-9-06 Scale LEVEL 2 SCALE: CBS r'} } f �r • COLUMNS AND BEAMS SU PORTING THE THIRD LEVEL WITHIN SHADED AREAS SHALL HAVE 2 -HR SPRAY APPUED FtREPk00FING, TYP 333.3.33, 20 20,220, 29 .z37////7/77Z 4• rsys4v4(44.440vpAr 4tp:414f;4"trzar;:;;Aiz;gv;s4p7o,Tom....;;;;Ar;itip,lir7;:,,,; ,447,407.;..,_.44744pativo_4774.0zwal:Firier4V4VALvnirit, y►� mo*4SEATS • FA 4 • .k � � � T9 • �` y„:ri:;Ci . ..y:„ma "sf' six a';si ilf.:� � � 1 �. �? 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AUMTP19 fk3355.255-i 4w% faz;. 557-5 r ..................................... cF wok' "i'•.; 'tea 2.4 44-440 COLUMNS AND BEAMS SUPPORTING THE THIRD LEVEL Will-IIN SHADED AREAS SHALL HAVE 2 -HR SPRAY APPLIED FIREPROOFING, TYP COLUMNS AND BEAMS SUPPORTING THE THIRD LEVEL WITHIN SHADED AREAS SHALL HAVE 1 -HR SPRAY APPLIED FIREPROOFING, TYP i' I ............... w 2i r usta s • SYMBOL KEY 1111111b - EXIT PATH 1 HR WALL ASSEMBLY 2 HR WALL ASSEMBLY AREA WITH RATED STEEL BELOW - 1 -HR AREA WITH RATED STEEL COLUMNS ONLY - 1 -HR AREA WITH RATED STEEL BELOW - 2 -HR (COLUMNS ONLY AT 1ST FLOOR FRAMING) NOTE: RATED STEEL TO INCLUDE MAIN BEAMS AND COLUMNS ONLY COLUMNS AND BEAMS SUPPORTING THE THIRD LEVEL WITHIN SHADED AREAS SHALL HAVE 1 -HR SPRAY APPUED FIREPROOFING, TYP JCPenn 3-533,3 LEVEL 3 SCALE: er 633 Southcenter Parkway Tukwila, WA., 98188-2888 206-246-0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DIRANNG IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECTS NAME. ALL DESIGN AND OTHER INFCIRMATON SHOWN ON THE DRAWNG ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. 8297 AHCHITEcT Consultants Approvals/Phase: PERMIT/BID ADDENDUM 02/05/2007 Key Plan: NORDSTROM nxicvt No. Revision Date ADDENDUM J 2007 Feb. 5 REVIEWED FOR \ CODE COlviPaNCE A 1- :1451,y1'6ING115iVISO' RECEIVED Sheet Title FIRE PROTECTION a EXIT PASSAGEWAYS LEVEL 3 Job No. 8151-0 Date Scale FS2.1-3 D: \1128_South_Center\03—Production\_Plt Files\2007-02-07 Adden m J\1129_SHFL_FS02-01-03.dwg DATE: 02/07/07 7:24pm SCALE: NONE 1*) SCALE: NONE K6� z 7,f7 ■1 1i miligli •• ,. ■i1j 11 mii"�� 1. uuer�ue. ......................... num, u, Iluu11 pit IIII III Il‘iri ill ll I LII ill „-i .j,, .. 111 ,yd. .1.4 Ir' 7 \I FOOD COURT AREA WITHOUT FOOD TENANT, VOIDS, ELEV. & ESCAL.= 28,736 sf SCALE: NONE 19� SCALE: NONE SCALE: NONE K8J SCALE: NONE 14� LEVEL 2- PROPOSED GLA AREA riiili°liilll= II Ini�,ilirr�+ SCALE: NONE 111111111111 1111111111,..R IIIIIR111fi"_ / r1IIIIIII111II!I 41 rO*risdl ;IWIII f 1 MMW- 87 sf RESTAURANT 5 4,780 sf' \\()" L ��, VAIII II 11 I A' II 111111111/. 1111i ',/f%fff/flAirmw A.P%mll1ll AbtraAV sf RESTAURANT 2 5,383 sf J_r 976 sf f s 832 sf� MINI MAJOR 1 1,574 sf RESTAURANT 4 10,896 sf „,./(7.7) ,„„231 D06 4-1 41 SCALE: NONE SCALE: NONE 13 LEVEL 1- PROPOSED GLA AREA SCALE: 1 /16"=l'-0" 633 Southcenter Parkway Tukwila, WA., 98188-2888 206-246-0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. Consultants Approvals/Phase: PERMIT/BID ADDENDUM J 02/05/2007 Key Plan: ■I. No. Revision Date A PLAN CHECK REVISIONS 2006 AUGUST 21 A REVISION 'I' 2006 Sept. 26 A ADDENDUM J 2007 Feb. 5 0 A A A A 0 EV\►Eu �Oq ri REVIr MPLIANCE nniraVOCO Of Tukwila x— v �, 0 A 0 0 A A 0 RECEIVELI FEB - 92001 PERMIT CENTEF A 0 Sheet Title G.L.A. AREA CALC BASEMENT LEVEL LEVEL 1 /LEVEL 2 Job No. 1129 Date 05-03-06 Scale 1'-4OLO GLA1.0 1 0:\1129_South_Center\03—Production\_Plt Files\2007-02-07 Addendum J,1129_SHFL_GLAD1-00-01.dwg GATE: 02/07/07 7:24pm SCALE: NONE SCALE: NONE SCALE: NONE (9h SCALE: NONE SCALE: NONE SCALE: NONE MEZANNINE LEVEL - PROPOSED GLA AREA SCALE: NONE 71-4 9.1-! STOP 1 STOP \\\\.\\\may < MUM IIIIHEI HUHN ommq itmgg c\\\\\'\„\ d01S dO \\\\y — All -1!I I A 2 1-7C-7 T7 ---- 1-1S \A3.1-17 /OA A7.1-15 AL1 -11 bobwl SCALE: NONE 17 SCALE: NONE 13D LEVEL 3- PROPOSED GLA AREA SCALE: 1 /16"=l'-0" 633 Southcenter Parkway Tukwila, WA., 98188-2888 206-246-0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWING IS AN INSTRUMENT OF SERVICE, 15 THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE 1MTHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. Consultants Approvals/Phase: PERMIT/BID ADDENDUM ,J 02/05/2007 Key Plan: No. Revision Date A PLAN CHECK REVISIONS 2006 AUGUST 21 n REVISION 2006 Sept. 26 A ADDENDUM J 2007 Feb. 5 A A A A A A 0 ...�.1TcutIFw1 FOR 1 A \ CODE COMPLIANCE A V loy, p 5 •LUD7 A Om of u' �T,p�7i■�'1 ' L1P� �11� YM1 • � \ ya 0 n A A A®ClyRECEIVED AR�P.� FEB - yL01:11 PERMIT CENTEN A 0 Sheet Title G.L.A. AREA CALC LEVEL 3 f MEZZANNINE LEVEL Job No. Date Scale 1129 05-03-06 1_401-0' GLA1.O-2 02/07/07 7:24pm D:11129_South_Center\03—Production\_Plt Files\2007-02-07 Addendum J,1129_SHFL_GLA01-00-02.dwg DATE: 111 FT900SBD ELECTRIC "°L }}� i�� {{'4 701 S Ridge Avenue,1'roy, OH 45374 1.885-4HOBART • www,hobertcarp.com 10-518' 36.7/8• 39••3116• 0 0 0 { 0 8 33.1/8" 0 33.5/16' 75" 0 0[11 wlll1.-7-M.W.1rrlftr,.�lr�wl 111.1 lrl�;4.e1 r ll 4 . •I_ .14 T-7 Zimmi 00 19-318` --- 24-518' YI 34-3/16' 1 32-1 /16' 00 57• /4' 83. 12' 0 0 • E5 P2 (4' 144 $9-I/2" 29 718" 133 39 314 52-3/4' $4 112• 51' 59 I/2" 72 7/16' 90 1/4" 101.7/16' UNLOAD END 'B' OVER FRAME 'A' 00 0 9 3/8' OPT DISPENSER LOCATION 1 P g 6 34• DOORS 18 FUT OPEN POSITION 66' 4' 0' 107-1/8' 84' 18'x. 80'11/16' 69' UNLOAAODING 36- /2" BLOWER/ DRYER UNIT 48" LOA) END 'C' 38- r 34• - -fl 1 - !FINAL 1 P0)ZR RINSE RINSE 99 • UNIT UNIT DIRECTION 4_ PRE- xR511 UNIT OF OPERATION LONG END �t1wr U' 78-3/4' 37' 6 114' ELECTRICAL CONNECTIONS {STANDARD}: El ELECTRIC CONNECTION- 90TORS S CONTROLS 1' CONDUIT. 78-I/8' AFF E2 ELECTRIC CONNECTION. OETERGERT AMO RINSE FEEDERS (MACHINE SERVICE VOLIAGEI. 112' CONDUIT. 76.7/8• AFF E3 ELECTRIC TANK RENT CONNECTION, 20 KR 1' CONDUIT. 78.1/8' AFF E4 ELECTRIC TAN4 HEAT CONNECTION, 20 X1 1' CONDUIT, 78-I/8' AFF ES ELECTRIC CONVECTION, SLOWER DRYER. 20 KR. 1' CONDUIT. 78.118' AFF E6 ELECTRIC CONNECTION, VENT FAN CONTROL. (STITCH CONTACTS) 1/2' CONDUIT. 79-3/8' AFF PLUMBING CONNECT 105 JSTANDARD): P1 FILL CONNECTION. {WHEN NO BOOSTER IS SPECIFIE01. AUTOMATIC FILL, 110°F WATER, I' FPI. 1-5/16' AFF 4s P2 FINAL RINSE CONNECTION. (WHEN ROT SUPPLIED WITH @00STER WATER BEATER) 3/4' FPT. 180''F 'MATER MINIMUM. 11-9/16' AFF 4144 P3 6*319*R DRAIN CONNECTION, (WHEN DRAIN TO LOAD ENO IS SPECIFIED). 2- FPT. 4-1/2" AFF P4 COLD WATER CORRECTION, (PRETASH TEMPERATURE CONTROL). I' FPT. 11.1/2' AFF VENT I LAT ION CONNECT IONS (STANDARD). VI CUSTOMER'S VENT CONNECTION, MUST FIT INSIDE 15' 4IAIIETER VERT SIACK, (000 CFI[ E9HAU57 REQUIRED. 78.3/4' AFF ,11 ELECTR#CAL CONNECTIONS (OPT IONAL): ET E1ECTR1C CDNHEct101, ELECTRIC TANK HEAT, DRYER BEAT, ROTORS AND CONTROLS (WHEN CIRCUIT 8964960 OPTION (5 SPECIFIED), 2' CONDUIT. 78-1/8' AFF E8 ELECTRIC CORRECTION. (WREN 58.5 KR ELECTRIC BOOSTER 1S SPECIFIED). 2' CONDUIT. 56.5 1111 11/0 C)RCUIT 95EAKER 9-15/1G' AFF E9 ELECTRIC CONNECTION. 9' OR II' UNLOAD, (=NEN 95.9 5W 61161716 BCCSTER IS SPECIFIED), 2' CONDUIT. 56.5 KW W/ CIRCUIT BREAKER. 18-3/4' AFF PLUMBING CONNECTIONS (OPT 1 OVAL } , . P5 COMMON DRAIN CORRECTION. ('WHEN DRAIN TO. UNLOAD END IS SPECIFIED). 2" FPT. 4-1/2' AFF P6 66911011 HOT RATER CONNECTION, [AUTOMATIC FILL) 111069 ELECTRIC BOOSTER IS SPECIFIED), 1' FPI; 140'F CATER MINIMUM. 7.5/16' AFF 24,514,4 P7 PRESSURE TEMPERATURE RELIEF VALVE. (WHET ELECTRIC ROOSTER IS SPECIFIE01. 114' FPT, MOST at PIPED TO OPEN DRAIN RECEIVER IN THE FLOOR, 14-I/2 AFF FL40 LINE GENERAL NOTES: AH6T8HNE TCR0O1N784013 ATTAOD TTO THE CENTER ALCOONG INC CENTER SECTION 10 FIT TR11006N A 42' NIDE. 7' DDDR OPENING. 111TH AC: PANEL AND END CAPS REMOVED. CONTROL P4861 11)6669 0460 /110 AU. HEAR P101116 10(1101160. 0166411. 1110110OF 11.0611131E IS 39.1/8•. AFF : ABOVE FINISHED FLOOR ALL DIMENSIONS LANE FROM THE FLOOR 110E HAY INCREASE 2.1/2' OR DECREASE I/2' WITH LEG AD/051)1EN/, FOR CONVENIENCE WREN CLEARING. 406701IER SHOULD INSTALL RATER TAP NEAR MACHINE 1119 3D FT. OF NERVY DUTY HOSE 01TR SOUEEIE VALVE. THIS (RATTING IS SUPPLIED AS A REFERENCE FOR CONNECT/011 INFORMATION ONLY. IT '0111 NOT BE UTILIZED FOR HAKOFACTURIHG OF UH17. LECTRIC_AL WARNING: ELECTRICAL AND GRO3IHDIRG CONNECTIONS . MUST COMPLY WITH THE APPLICABLE PORTIONS OF THE NATIONAL ELECTRICAL CODE AMD/OR OTHER ELECTRICAL CODES. SERVICE 11)9£ TE1PERA7URE RATING: 90'C. PL UMC I NG NOTES: 015118106 60811667(0315 9951 COMPLT 111TH APPLICABLE 5411)7495. 5AFE77 ARD PLW�IHG CODES_ RECOMMENDED WATER HARDNESS TO 8E 4.6 GRAINS 'FOR BEST RESDLT5, 54 RECOMMENDED 841101316 FLOWIMG.RATER PRE550RETO TRF DISH11ASHER IS 20-25 PS). IF PRESSURES NIGHER THAN 25 PSI ARE 02(5691..4 PRESSU96 REG.ULATIRG 31419E 91311 111TERMAL TRERM4L EXPARSIO9 8T -PASS MUST BE 6430131164 )8Y OTHER57 111 TILE WATER LINE TO THE D158WA$HER. k4(4 RATER HAMMER ARRESTOR IHEETI16 ASSE-101,0 STANDARD OR EODI3ALEM6) TO B£ SUPPLIED (8Y OTHERS) IN FINAL RINSE WATER SUPPLY LINE AT SERVICE CONNECTION, yENTfIATION NOTES: 4,4 THIS DIMENSION IS SUBJECT TO RURAL SHEET METAL TOLERANCES k01095,.. Moos PREMAS1! 3 HR. PARER WASH 3 N.P- BLOWER/DRYER 2 11.0. CONY£7OR I/2 N.P. NOTE: OVERALL LENGTH OF MACHINE IS DIMENSION 'A' + 10 1/2', ROTE: STRAINER PANS REQUIRE 33-1/2' TO BE REMOVED. Mu CLEARANCE SHOULD 8E PROVIDED. 33.1/2' FLOOR LINE 5-1/2' 40-1I/16' 46 114' 13' HIGH x 39-1/2' 1110E OPENING WILL HANDLE 18' X 26` 608 PANS NOTE: CLEARANCE FROM WALL 24' 9(60001EN0E0. 6` 91111x09 111TH DETERGENT 'DISPENSER ON TINT ELECTRIC TANK HEAT. PAYER WASH (2) 20 1111 20119E671099, EACH A5 5110911 5 Ulf (CHEk 5 TARA A5 SOWN Bull ELEC, DIN '0' 1(0061. NO. 'A' "B' '6' C410(OR DRAIN CORRECTION 28E27.0 57.2 EA. 80 450/60/3 2 SERV.3 25.6 EA. 40 907095 ARO CONTROLS11) SERVICE CONNECTIOR AS SNOWH 8(1HINNUR 9' 4lNi0AD 11' UNLOAD MISS (5.4.91 18•O '' 9'•O' S' -O' 61.5/32' NOTE: OVERALL LENGTH OF MACHINE IS DIMENSION 'A' + 10 1/2', ROTE: STRAINER PANS REQUIRE 33-1/2' TO BE REMOVED. Mu CLEARANCE SHOULD 8E PROVIDED. 33.1/2' FLOOR LINE 5-1/2' 40-1I/16' 46 114' 13' HIGH x 39-1/2' 1110E OPENING WILL HANDLE 18' X 26` 608 PANS NOTE: CLEARANCE FROM WALL 24' 9(60001EN0E0. 6` 91111x09 111TH DETERGENT 'DISPENSER ON TINT ELECTRIC TANK HEAT. PAYER WASH (2) 20 1111 20119E671099, EACH A5 5110911 5 Ulf (CHEk 5 TARA A5 SOWN Bull ELEC, RATED SU00L7 TIVE SPECS. AMPS CONDUCTOR CES A1PACITY 208160/3 2 SERV. 4 60.0 EA, 80 240/60/3 28E27.0 57.2 EA. 80 450/60/3 2 SERV.3 25.6 EA. 40 907095 ARO CONTROLS11) SERVICE CONNECTIOR AS SNOWH 8(1HINNUR 250. 180/60/3 103.5 MUM ELEC. SPECS. RATED AMPSCONDUCTOR SUPPLY A11PAC17Y 208-240/50/3 30.5 40 40 480/50/3 17.7 25 25 CIRCUIT 8REAXER SINGLE POINT ELECTRICAL CO9RECTIOH INCLUDES: MOTORS. 4831TR05 (I1 SERVICE CONNECTION (CHEk 5 TARA A5 SOWN SPECIFIED). HEAT, BELOW ELEC. SPECS. RATED AMPS )1(0111011 SUPPLY CONDUCTOR ANPAC)73 MAXIMUM PR01(67( OTECT)YE 2138/60/3 210.5 250 250 240/60/3 202,1 250 250. 180/60/3 103.5 (50 150 58,5 1111 8005761 11) SERVICE CORRECTION AS 6110100 96( 1 £LEC. SPECS. RATED AMPS - RI1IHU1 $$UPPCY 64NDUC70R OPACITY 11ASLNUM PRO 11(0016 0£VICE 20816013 (62.0 200 200 240/60/3 . 141.0 115 (15 460/60/3 71.0 90 90 39 1111 AOQSTER (11 5ERV)CE CORRECTION AS 560111 SEL011 ELEC. SPECS. .RATED. AMPS NINIIIdN 5131'017., COVDOCTO2 AXPACITT 11.0x11411 PROTECTIVE DEVICE 208/50/3 106.0 . 150 ... 150 240/50/3 94.0 125 125 40016013 47.0 60 60 24 K11 BOOSTER II) SERVICE CONNECT ON A5 BROWN BELOW ELEC. SPECS. RATED AMPS MINIMUM $40017 6099/127013 AWPACITT MA;(1149 PROTECT('VE 0631066 208150/3 67.7 90 90 240/60/3 57.8 90 90 480/50(3 29.6 49 49 ULO167 DRIER 1)) SERVICE CORRECTION AS SNOWS 5EL011 ELEC_ SPECS. RATED ASPS xTN1MUR SUPPLY 60000036108 .011046115 94x3111311 PROTECTIVE DEVICE 208/60/3 60.0 99 90 240/60/3 $7.2 90 SO 8 48016013 26.6 45 45 MODEL : FT -9005 ELECTRIC W/80 R -L OPERATION 00-749035 REV E 633 5outhcenter Parkway Tukwila, WA., 98188-2888 206-246-0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWING 15 AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. 8297 41' \iJ r \ T HN MAR, Q III STATE OE V1,1t2H,NGTQN Consultants RW SMITH &CO FOOD SERVICE COSULTANT 3186-A AIRWAY AVE COSTA MESA, CA 9262E Telephone 714-540-6633 Facsimile 714-540-9523 Approvals/Phase: PERMIT/BID ADDENDUM ,J 02/os/zoo? Key Plan: memosmoM rrKloVA 0 0 moon No. Revision A PLAN CHECK REVISIONS REVISION 'I' ADDENDUM J Date 2006 AUGUST 21 2006 Sept. 26 2007 Feb. 5 A 0 n A A RNIEWED FOR coDE compak CE Gar+r1a PN A a +_�,{. , WINE; DIViSxON hJU A 0 A A RECEIVED FI=B - 7nn7 PER IT r.FNiTFIM 0 A Sheet Tolle TRAY WASH ROOM EOUIPMENT PLANS Job No. 1129 Date TI -16-05 Scale 1/18' -1'-0' K-1 02/07/07 7:25pm 0: 11129_South_Center\03—Production,.Plt Files\2007-02-07 Addendum J,1129_SHFL_K-1.dwg DATE DOORS* 360 CLEAR WIDTH EGRESS CAPACITY 132" 880 880 STAIR #1 (EGRESS UP) CLEAR WIDTH 72" EGRESS CAPACITY 360 EXIT PASSAGEWAY GLA 9,107 SF I.. I I I 1 I I I' I II I I I I I I I II I I- I!,z GLA EXIT PASSAGEWAY EXIT PASSAGEWAY STAIR #6 (EGRESS UP) CLEAR WIDTH 72" EGRESS CAPACITY 360 GLA 13,810 SF GLA 24,522 SF 23,273 SF DOORS* CLEAR WIDTH EGRESS CAPACITY 66" CORRIDOR », 440 DOORS* CLEAR WIDTH 66" EGRESS CAPACITY 440 CORRIDOR.w............................................ GLA 7,712 SF STAIR #3 CLEAR WIDTH 120" EGRESS CAPACITY 1200 DOORS* CLEAR WIDTH 216" EGRESS CAPACITY 1,440 II I1° II II 11 I► II I1 11 II II }i ..:...:.... 1,960 CORRIDOR DOORS* CLEAR WIDTH 294" EGRESS CAPACITY 1,960 GLA 28,320 SF EXIT PASSAGEWAY L — EXIT PASSAGEWAY GLA 19,786 SF 360 i STAIR #10 (EGRESS UP) CLEAR WIDTH 72" EGRESS CAPACITY 360 CORRIDOR STAIR #9 GLA ■ 13,391 SF GLA 10,502 SF CLEAR WIDTH EGRESS CAPACITY 96" 480 1 I 1 880 GLA 4,546 SF J J CORRIDOR .............. DOORS* CLEAR WIDTH EGRESS CAPACITY GLA 6,394 SF 440 SUMMARY 960 DOORS* CLEAR WIDTH 144" EGRESS CAPACITY 960 DOORS* CLEAR WIDTH 132" EGRESS CAPACITY 880 633 Southcanter Parkway Tukwila, WA., 98188-2888 206-246-0423 er WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECTS NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. 8297 PEGS I ARCD AR, i' T JOHN MAR • I ATE OF WASHINGTON Consultants Approvals/Phase: PERMIT/BID ADDENDUM J 02/05/2007 Key Plan: No. Revision Date A PLAN CHECK REVISIONS 2006 AUGUST 21 A REVISION 'I' 2006 Sept. 26 A ADDENDUM J 2007 Feb. 5 A A A A A A REVIEW oI NNCE IR` MAIZ - 5 'La f Tukwila �ui�.pZNG DMS OCCUPANT LOAD = 4,647 EXIT CAPACITY = 6,120 000 * MOST RESTRICTIVE EGRESS ELEMENT (DOORS / STAIR / CORRIDOR) NOTE: DOORS AND CORRIDORS CALCULATED AT 0.15 INCHES PER OCCUPANT STAIRS CALCULATED AT 0.20 INCHES PER OCCUPANT. MALL EXIT CALCULATIONS OCCUPANT LOAD FACTOR: THE MALL OCCUPANT LOAD FACTOR IS BASED ON THE FOLLOWING CALCULATION: GLA x 0.00007 + 25 = OCCUPANT LOAD FACTOR 377,529 x 0.00007 = 26.42 26.42 + 25 = 50** **THE OCCUPANT LOAD FACTOR IS NOT PERMITTED TO EXCEED 50. MALL OCCUPANT LOAD CALCULATION GLA 176,529 / 50 = 176,529 = 3,530 RESTAURANTS SEATING AREA = 15,962 15,962 / 200 = 53 KITCHEN AREA 10,640 / 200 = 10,640 1,064 TOTAL OCCUPANT LOAD = 4,647 oTh LEVEL 1 SCALE: 1" = 30'-0" RECEIVED A Q PERMIT CENTER A A I• Cd - 9 ZUi11 Sheet Title LEVEL 1 Job No. 8151-0 Date 6-9-06 Scale P-30'-0' S1.1 1 0:\1129_South_Center\03—Production\_Plt Flies\2007-02-07 Addendum J,1129_SHFL_LS01-01-01.dwg DATE: 02/07/07 7:25pm STAIR #1 (EGRESS UP) CLEAR WIDTH 72" EGRESS CAPACITY 360 • PARKING GARAGE "A" I' L EXIT PASSAGEWAY GLA 11,283 SF 440 r DOORS* EXIT PASSAGEWAY -- CLEAR WIDTH EGRESS CAPACITY 66" 440 GLA 28,184 SF -- / J GL 21,929 SF — EXIT PASSAGEWAY EXIT PASSAGEWAY STAIR #6 (EGRESS UP) CLEAR WIDTH EGRESS CAPACITY 72" 360 w c9 ¢ 1- Ew GLA 19,920 SF J \_ STAIR #10 (EGF SS UP) CLEAR WIDTH 72" EGRESS CAPACITY 360 r� — — it L \\ \ GLA 2,675 SF 1 11 1 1 1 1 1 1 1 1 1 1 11 GLA 3,138 SF !+ 600 'IT"PASSAGEWAY STAIR#8 WIDTH.. \ \ I :......650 SF EGRESS CAPACrrY 96 ` ... �. 48( EXIT PASSAGEWAY GLA 11,950 SF GLA 26,743 SF 220 --- /. STAIR #3 CLEAR WIDTH 66" EGRESS CAPACITY 440 SUMMARY STAIR #9 CLEAR WIDTH 96" EGRESS CAPACITY 480 1 •I 1 11 1 11 1 880 DOORS* EGRESS CAPACITY 880 OCCUPANT LOAD = 3,468 EXIT CAPACITY = 3,800 000 +i * MOST RESTRICTIVE EGRESS ELEMENT (DOORS / STAIR / CORRIDOR) NOTE: DOORS AND CORRIDORS CALCULATED AT 0.15 INCHES PER OCCUPANT STAIRS CALCULATED AT 0.20 INCHES PER OCCUPANT. MALL EXIT CALCULATIONS OCCUPANT LOAD FACTOR: THE MALL OCCUPANT LOAD FACTOR IS BASED ON THE FOLLOWING CALCULATION: GLA x 0.00007 + 25 = OCCUPANT LOAD FACTOR 377,529 x 0.00007 = 26.42 26,42 + 25 = 50** **THE OCCUPANT LOAD FACTOR IS NOT PERMITTED TO EXCEED 50. MALL OCCUPANT LOAD CALCULATION GLA = 128,831 128,831 / 50 = 2,577 FOOD COURT NUMBER OF SEATS = 891 TOTAL OCCUPANT LOAD = 3,468 d ... ..,...:zEEEE C1.1l.LA.I. • GARAGE 7B" u.EElff?z: LEVEL 2 SCALE: 1" = 30'-0" 633 Southcenter Parkway Tukwila, WA., 98188-2888 206-246-0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWING IS AN INSTRUMENT OF SERVICE, 15 THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. Consultants Approvals/Phase: PERMIT/BID ADDENDUM J 02/05/2007 Key Plan: NOapS aOM rTZ macYb 0 0 0 O Eli No. Revision Date A PLAN CHECK REVISIONS 2006 AUGUST 21 A REVISION 'I' 2006 Sept. 26 A ADDENDUM J 2007 Feb. 5 A 0 0 A A A DE COMPLIANCE 1 0 MAK � 5 Zi30 City Of Tukwila A \ BUILDING DIVISION A 0 A 0 RECEIVED FEB - 9 2007 0 PERMIT CENTEF A A n Sheet Title LEVEL 2 Job No. Date 8151-0 6-9-06 Scale 1 1 D:11129_South_Center\03—Production\_Plt Files V007-02-07 Addendum J'1129_SHFL_LS41-01-02.dwg DATE: 02/07/07 7:25pm ED EXIT D `CHARGE PATH STAIR #1 (DISCHARGE) C LEAR WIDTH STAIR #6 (DISCHARGE) RATED EXIT DISCHARGE PATH STAIR #10 (DISCHARGE) CLEAR WIDTH EGRESS CAPACITY EGRESS CAPA CITY 72" 360 EXIT D ISCHAR GE gII;;...........................,.,v,r.r..,....� �... �........... �........ �.......... AUOr1CRUM Auon!uM fro 19 ;o 150 110 RATED EXIT DI$CHARGE PATH 72" 360 JCPeni CLEAR WIDTH 96" 33" 480 EGRESS CAPACITY 220 L STAIR #9 LEAR WIDTH 96" EGRESS CAPACITY 480 PARKING GARAGE "B 1 PARKING GARAGE "A" TOTAL OCCUPANT LOAD = 3,332 NUMBER OF SEATS = THEATER EMPLOYEES = QUEUING 2,968 65 299 TOTAL = 3,332 000 LOBBY OCCUPANT LOAD = 1,848 1/2 THEATER LOAD = THEATER EMPLOYEES = QUEUING 1,484 65 299 TOTAL = 1,848 EGRESS FOR THIS LEVEL BASED ON THEATER OCCUPANCY OF A-1, ASSEMBLY AND BAR OCCUPANCY OF A-2, ASSEMBLY. BAR OCCUPANT LOAD = 108 SEATING AREA 1,612 / 15 SERVICE AREA 198 1 200 107 1 TOTAL = 108 * MOST RESTRICTIVE EGRESS ELEMENT (DOORS / STAIR / CORRIDOR) NOTE: DOORS AND CORRIDORS CALCULATED AT 0.15 INCHES PER OCCUPANT STAIRS CALCULATED AT 0.20 INCHES PER OCCUPANT. MAIN THEATER EXIT = 1,848 CAPACITY TOTAL THEATER/BAR = 3,886 EXITCAPACITY erN LEVEL 3 SCALE: 1" = 30'-0„ 633 Southcenter Parkway Tukwila, WA., 98188-2888 206-246-0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. Consultants Approvals/Phase: PERMIT/BID ADDENDUM J 02/05/2007 Key Plan: NORDSTROM No. Revision Date A PLAN CHECK REVISIONS 2006 AUGUST 21 A REVISION 'I' 2006 Sept. 26 A ADDENDUM J 2007 Feb. 5 A A A A A A A A CnnF COMPI1ANCE A 1 . itn rbearco /—\\ MAK, - 5 'LOOT ( o I pf Tukwila „n, BUILDI A A A A A A RECEIVED 0 FF@ - 9 711o7 PERM T CFNTEF A 0 A Sheet Title LEVEL 3 Job No. 815H) Date 6-9-06 Scale 12-34Y-0' 1.1 0: \1129_South_Center\03—Production\J'It Files \2007— 02-07 Addendum J\1129_SHFL_LS01-01-03.dwg DATE: 02/07/07 7:25pm .t • • • VI. SUMMARY The proposed Westfield Southcenter expansion and renovation project will be designed to provide a level of safety and fire protection for its future occupants that meets or exceeds the levels of protection intended by the Washington State Building Code as referenced in this analysis. The following is a summarized list of the fire protection and life safety features proposed for the Southcenter project: • Type li-B Unprotected Noncombustible construction. • Complete automatic sprinkler protection separately zoned for tenant and mall areas. • Class I standpipe hose connections. • Portable fire extinguishers. • Automatic smoke detection in select locations. • A fire alarm system with voice occupant notification throughout the expansion area. • An atrium smoke management system. • Electrical supervision and monitoring of the automatic sprinkler and fire alarm systems. • Emergency and standby power systems for all required equipment. • A central fire response point and control room. Based upon this level of protection, and the documentation provided in this analysis, the following clarifications were presented regarding the code's application to this project: • Fire rated supporting construction will be provided only within the structural bay containing a rated stair, exit passageway, shaft, or hoistway. • An atrium smoke management system will be provided in the expansion area in accordance with Section 404. All three levels of the expansion area will be open to the atrium space, but such openness does not modify the required smoke exhaust capacity, which is based solely on the atrium height. Westfield-Southcenter October 24, 2005 8151-0 Page 19 • • • • The theater tenant space will contain a typical projection mezzanine, which will comply with Section 505. • The theater space will be provided with an independent voice fire alarm system that will be monitored by the mall building's new fire alarm system. • The mall expansion area will include gas fireplaces designed in accordance with the Mechanical Code. • The expansion area will include interior transformer vaults designed in accordance with the Electrical Code. Alternative design approaches were also presented regarding the following aspects of the proposed Southcenter expansion project: • The theater's means of egress system will include flow to both the mall area and the open rooftop parking deck. • Two exit stairways in the expansion area are proposed to discharge to the open rooftop parking deck. • A portion of the first level in new open parking Garage A will be provided with automatic sprinkler protection due to truck access which will be required to reach an existing Sears loading area. • Open-air pedestrian walkways to the new open parking structures will be used as a portion of the expansion areas means of egress system. • The existing Sears and JCPenney anchor stores will be separated from the expansion area by either existing 2 -hour rated exterior walls or by new 2 -hour rated fire barriers . It is the opinion of Code Consultants, Inc. that the concepts outlined in this analysis will provide a level of safety equal, if not superior, to that intended by the Washington State Building Code. Based upon this documentation, we respectfully submit these concepts for your consideration and approval. Westfield-Southcenter October 24, 2005 8151-0 Page 20 bob141 LIFE SAFETY ANALYSIS SCALE: NONE 633 Southcenter Parkway Tukwila, WA., 98188-2888 206-246-0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. 8297 Al dlFili JOHN MARRO III STATE OF WASH N,^.:TON Consultants Approvals/Phase: PERMIT/BID ADDENDUM ,J 02/05/2007 Key Plan: No. Revision Date A PLAN CHECK REVISIONS 2006 AUGUST 21 A REVISION 'I' 2006 Sept. 26 ADDENDUM J 2007 Feb. 5 AA A A A A 0 A Jnr REVC0MPlIEW ED ruR TATE I A MAK - 5 2001 A 0lukwila A BatDIVISION A 0 A 0 RECEIVED FEB - 9 `,►`U07 PERMIT CENITE- A 0 A Sheet Title LIFE SAFETY ANALYSIS Job No. 8I5t—o Date 6-9-06 Scale 1'-30'-0' DATE: 02/07/07 7:25pm 0:\i129_Sauth_Center\03—Production\_Plt Files\2007-02-07 Addendum J\i129_SHFL_LS01-01-04.dwg a a I I' maren kIFww 1i:11I I1 IIIIIIII111,WI II 111111! 1 J I111111111111I 11111111111111i 633 Southcenter Parkway Tukwila, WA., 98188-2888 206-246-0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECTS NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. ^m0 UI S;,;fEGE- WA ;iINGTON Consultants Approvals/Phase: PERMIT/BID ADDENDUM ,J 02/05/2007 Key Plan: cEF rw,k- Es<<"' ::H I II II II II II II II II II II II II U II II II II 1 No. Revision Date A PLAN CHECK REVISIONS 2006 AUGUST 21 Q REVISION 'I' 2006 Sept. 26 A ADDENDUM J 2007 Feb. 5 A A 0 A A REVIEWED F CODE.-..,w n T��1 0 A A A A A A A A j1 -5 Lodi LDING DIVISION uw �d�II� rrn n ILEI -` 9 667 PERMIT 1 GEN I EF A A Sheet Title OVERALL MALL PLAN LEVEL 1 Job No. Date Scale 1129 6-07-05 7-301-0" A2.0-1 02/07/07 5:43pm 0:\1129_South_Center\03—Production\_Plt Files \2007-02-07 Addendum J\1129_SHFL_A02-00-01.dwg DATE: momIlipv rzWITI IE €1I1; ;r Asn"" it., 1�3. HEIM.NEM gSgaq € Ill 5I111 gMlli IIII1111111111IIII1 IIIIIIIIIIIIIIIIII 111111R111111111 1M 633 Southcenter Parkway Tukwila, WA., 98188-2888 206-246-0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025-1748 Telephone Facsimile 310 478 4456 310 478 4468 THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECTS NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. 8297 �7F=f;TT ,;ED ARCHITc T JOHN MARRO III STATE OF WASHINGTON Consultants Approvals/Phase: PERMIT BID ADDENDUM J 02/05/2007 Key Plan: No. Revision Date A PLAN CHECK REVISIONS 2006 AUGUST 21 A REVISION 'I' 2006 Sept. 26 A ADDENDUM J 2007 Feb. 5 A 0 A 0 A A A 0 A 0 A 0 0 A n n A n A A REV' t r e-ww rCNIPLIANCE A a9nnr"o�� ( City Of Tukwila . BUILDING D ... RECE1vFD FE rERM97 GENIE'S -4 A Sheet Titl e OVERALL MALL PLAN LEVEL 2 Job No. 1129 Date 6-07-05 Scale 1-3o'-" A2.0-2 : \1129_South—Center\03—Production\_Plt Files\2007-02-07 Addendum J\1129_SHFL_A02-00-02.dwg DATE: 02/07/07 5:43pm atam naltir � 1111111111111111111111111■ I I I I I11111I 11111111111111 111R11111111111111I1111 @ IIIIIIIIIIIIIIIIIIL !111111111111111111 1111111 11111111111 1111111111111111111E 1111111111111111111 ■uuuuuuuIII II ■IIunIIIIIIIIIII II M1111111111111111 11 ■1111111111111111 I 633 Southcenter Parkway Tukwila, WA., 98188-2888 206-246-0423 er WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT HE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT HE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. 297i i F:REO �H(w(;T JOH itzti N4s N MARROLHiiIll STATE OF WASHINGTON Consultants Approvals/Phase: PERMIT/BID ADDENDUM ,J 02/05/2007 Key Plan: AR2.3-1 AP2.3-1 No. Revision A PLAN CHECK REVISIONS 2006 AUGUST 21 0 REVISION 'I' 2006 Sept. 26 A ADDENDUM J 2007 Feb. 5 Date A A 0 A A A A A I REVIEWED r -OR of BODE COMP[1 CE V' MAK 5 ZUD7 A LA • r� Of Tukwila I BUILDING DWISIOIv A R 0 0 A EC iVED Fl--; - PFRI► T r FKrrF'i A a-fain/Iv:1M r Sheet Title OVERALL MALL PLAN LEVEL 3 'THEATER LOBBY/ ROOF PARKING Job No. 1129 Date 6-07-05 Scale A2.0-3 DATE: 02/07/07 5:43pm D:,1129_South_Center\03—Production,_Plt Files V007-02-07 Addendum J,1129_SHFL_A02-00-03.dwg F a IMENE . i:N.•�ut: i �k1 $ingrau roma, Tlieiffiniiifiranis :. 633 Southcenter Parkway Tukwila, WA., 98188-2888 206-246-0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. Consultants Approvals/Phase: PERMIT/B/D ADDENDUM , J 02/05/2007 Key Plan: MEI mm MIN ' 5411 0 0 0 0 0 0 0 0 0 0 0 0 00 No. Revision A PLAN CHECK REVISIONS 2006 AUGUST 21 A REVISION 'I' 2006 Sept. 26 • A ADDENDUM J 2007 Feb. 5 Date A 0 A n A A A A i actruPf1 F R A CODE COMPLIANCE \ Aor.onnuc1) \' MAK - 3 ZOO D A City Of TUkW aioN A A 0 0 FEB-92;JU1 PERMIT CENTEI- A A 0 Sheet Title OVERALL MALL PLAN NEATER MEZZANINE LEVEL Job No. 1129 Date 6-07-05 Scale r-30'-0' A2.0 -3A D: \1129_South_Center\03—Production\_Plt Files\2007-02-07 Addendum J\1129_SHFL_A02-00-03A.dwg DATE: 02/07/07 5: 43pm :4141 A HimaimBrEefifii PMI6 11 til &FE4EF ll<a1i11 1i X101 gte If• FAVMENNI1• • FOUL ATARI r • ■■■■■■■■ ■■■■■ �,■ 2"MPG 2 MPG ■ •to •• ■ ■ ■ ■ ■ •■ ■ • i■ ■■..■■B■■■ 633 5outhcenter Parkway Tukwila, WA., 98188-2888 206-246-0423 er WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. 8297 • JOHN MARRO III STAT L OF WASHINGTON Consultants Approvals/Phase: PERMIT/BID ADDENDUM J 02/05/2007 Key Plan: J —yi 0," Amesv r No. Revision A PLAN CHECK REVISIONS REVISION 'I' ADDENDUM J Date 2006 AUGUST 21 2006 Sept. 26 2007 Feb. 5 A A REVIEWED FOR u . -5 .6007 A Tar r �DTNG DIVISION A A A A RECEIVED r fl r PERMS I CENT El A A Sheet Titl e OVERALL MALL ROOF PLAN Job No. Date 6-07-05 Scale 1.-30,-0' A2.0-4 0: \1129_South_Center\03—Production\_Plt Files\2007-02-07 Addendum J\1129_SHFL_A02-00-04.dwg DATE: 02/07/07 5:43pm W (E) ARIA B11REMOD L D, T.RD. KF W z U Ice tirN 4 ?444°3PiBi 66YkerkirFres # E40- 41. ailtw F ry .•vyrumr, CN N R EXIT PASSAGEWAY I —® -STRUCTURAL BRACING, TYP 0 ID N 0 0 O 0 LINE 1760 -4rdi,t G LL LEASE D 0 A9.1-3 C •"' RETAIL c N) fi NOMA v:#lam#i##V#3#x HH ATOR I— ROOM o vas i##• '-3" 8'-10" A7.1 -2A moglimom ;ELEVATOR MACHINE I ROOM r 0 10 • EL. 24.185' II II II II LINE OF PE BRIDGE AB( A4.1-1 )ESTRIAN VE J A3.1-18 A3.1-15 A3.1 -15A 0 0 1/2 A4.1-2 GRAPHICS LEGEND C2> NEW C.M.U. WALL - SEE STRUCTURAL PLANS NEW CONCRETE SHEAR WALL - SEE STRUCTURAL PLANS NEW METAL STUD FRAMED WALL EXISTING METAL STUD FRAMED WALL EXISTING C.M.U. WALL - SEE STRUCTURAL PLANS EXISTING POURED CONCRETE COL. - SEE STRUCTURAL PLANS NEW POURED CONCRETE COLUMN - SEE STRUCTURAL PLANS NEW POURED CONCRETE COLUMN SURROUND (E) COLUMN- SEE STRUCTURAL PLANS EXISTING FLOOR AREA TO REMAIN AS IS - N.I.C. NEW WALL TYPES, SEE A/8.1-1 NEW DOOR ND SPACE NO. LEASE LINE (N) & (E) o o a CHAIN LINK FENCE 209 NOTE: SEE CEILING LEGEND ON REFLECTED CEILING PLAN FOR POLE LIGHT AND DIRECTIONAL EXITING SIGN NOTE: SEE SHEETS AA2.1-1 TO AA2.3-2 FOR AMENITIES INFORMATION INCLUDING: FURNITURE, DIRECTORY SIGNS, CASEWORK (EXCLUDING RESTROOM CASEWORK), KIOSKS, SIGNAGE AND PLAYTOWN 0(0441 South center 633 Southcenter Parkway Tukwila, WA., 98188-2888 206-246-0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. 8297 Al i;;s-HITE J0 TARROIII STATE OF WASHNOTON Consultants Approvals/Phase: PERMIT/BID ADDENDUM J 02/05/2007 Key Plan: No. Revision ® PLAN CHECK REVISIONS • REVISION 'I' • ADDENDUM J Date 2006 AUGUST 21 2006 Sept. 26 2007 Feb. 5 0 A A A 0 A A s A REVIEW ! r SCE s riarIg1rPrta6NCO A MAt? —5 'tnal A A BUILDING DIV'S' 0 A A 0 RECE ED rrn n' 1.117 I_LI PERMIT a;ELVN .YII�fG A MN Of Tukwila b Sheet Title PAR11AL PLAN LEVEL 1 AREA 1 Job No. 1129 Date 10-21-05 Scale 1/1V -T-0' A2.1-1 0:11129_Sauth_Center\03—Productian\_Plt Files\2007-02-07 Addendum J\1129_SHFL_A02-01-01.dwg DATE: 02/07/07 5:44pm < ti067/\o STORAGE — Kirak 11074 La Rag i A7.1-4 I STAIR - 6 N N 1 HR SERVICE CORRIDOR ELEVATOR MACHINE ROOM N RETAIL E6,1-1 A7.3-1 ELEVATOR RETAIL RETAIL STRUCTURAL BRACING STRUCTURAL BRACING A9.1-3 LEASE GINE jointLA r; :Arlosakil FLOOR OUTLETS IN FLOOR ELECTRICAL@ .'0 -0 O/6� �� DUCT RACEWAY. TYP. `L SEE SPECS. ___ _ 1 \_ le A9.1-2 A9.1-2 -LJ LEASE LINE A9.1-3 + EL. 28.85' A4.1-2 CD FLOOR OUTLET @ 20'-0" 0/C 4 CD N-) T SE -LI RETAIL r EL. IN FLOOR ELECTRICAL DUCT RACEWAY. TYP. SEE SPECS. - =LEASE LINE RETAIL STRUCTURAL BRACING A11-1 SIM. A7.3-1 ESCALATOR ESCALATOR A10.1 - 17-6" FHC FEC %125A 1 HR SERVICE CORRIDOR 1II STRUCTURAL BRACING — 7 N ■TS" A7.2-4 RETAIL 10- EL. 28.85' ELECTRICAL ROOM ELEVATO RETAIL A10.1-1 ELEVATOR 24"D PLANTER E I ELEVATORI I MACHINE 1 ROOM A7.2-3 A8.1-2 TRASH/ RECYCLING 0 V) RESTAURANT - EL. 28.85' 1 FHC FECa 1 4_5 I =- 11n 10� RETAIL FIRE RISER ROOM 132 T L SH/RECYrCLET 131 I , I ±1 I TRASN ReCYCLIIV 'AeTOR--C�tiTG' I I IL EL] 28.85'I I I I L I $- IA8.1-2 OADING DOCK - STAIR STRUCTURAL BKACING I RESTAURANT 2'-11" 8'-0 KNOCK OUT PANEL N N c,„ kr' A3.1-15 A9.5-2 1'-8 A3.1 15A 1 1 PAINTED STRUCTURAL' STEEL IPE, SEE STRUCT RAL DRAWINGS SERVICE ENTRANCE 3-0O2 FILL P INSTALLED BY CO2 RM BY -AM .@ +48" AFF 34 O"j r V 4 KNOCK OUT PANEL a • 1'-7" / 9,-5„ A3.1 -11A A3.1-11 A3.1 -9A �, 8'-7 13'-2" 1'-6" 11 2'-4" -9" 9'- 11 14'-11" 17'-6" 25'- 3' - 5'-1" CD 0 CDO 33'-11" 30'-4" 29'-8" 34'-3,, 25'-9" 30'-0" 33'-10" 26'-2" 28'-9" A4.1-2 GRAPHICS LEGEND WWWWWW • 209 NEW C.M.U. WALL - SEE STRUCTURAL PLANS NEW CONCRETE SHEAR WALL - SEE STRUCTURAL PLANS NEW METAL STUD FRAMED WALL EXISTING METAL STUD FRAMED WALL EXISTING C.M.U. WALL - SEE STRUCTURAL PLANS EXISTING POURED CONCRETE COL. - SEE STRUCTURAL PLANS NEW POURED CONCRETE COLUMN - SEE STRUCTURAL PLANS NEW POURED CONCRETE COLUMN SURROUND (E) COLUMN- SEE STRUCTURAL PLANS EXISTING FLOOR AREA TO REMAIN AS IS - N.I.C. NEW WALL TYPES, SEE A/8.1-1 NEW DOOR N0. SPACE NO. LEASE LINE (N) & (E) a o o CHAIN LINK FENCE NOTE: SEE CEILING LEGEND ON REFLECTED CEILING PLAN FOR POLE LIGHT AND DIRECTIONAL EXITING SIGN NOTE: SEE SHEETS AA2.1-1 TO AA2.3-2 FOR AMENITIES INFORMATION INCLUDING: FURNITURE, DIRECTORY SIGNS, CASEWORK (EXCLUDING RESTROOM CASEWORK), KIOSKS, SIGNAGE AND PLAYTOWN Dolvgn S outnceer 633 Snuthcenter Parkway Tukwila, WA„ 98188-2888 206-246-0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. Consultants Approvals/Phase: PERMIT/BID ADDENDUM ,J 02/05/2007 Key Plan: No. Revision A PLAN CHECK REVISIONS A REVISION 'I' A ADDENDUM J Date 2006 AUGUST 21 2006 Sept. 26 2007 Feb. 5 A A A A A 0 Av EWED FSR G A I CODE COM '" C ,nn7 o ►� A ) 0 \\--JL1Dt 1 u"A + nIVISION A A A RECEIVED f As,Ca7 A tai — n �u� PEHMVll I GENTEF, Ery A A A Sheet Titl e PAR11AL PLAN LEVEL 1 AREA 2 Job No. 1129 Date 10-21-05 Scale 1/16'-T-0' A2.1-2 02/07/07 5:44pm D:17129_South_Center\03—Production\_Plt Files\2007-02-07 Addendum J\1129_SHFL_A02-01-02.dwg DATE: w N z I n JCPenney ELEVATOR MACHINE ROOM 15 STRUCTURAL BRACING A5.1--2 CV CNI STEEL COLUMN 11 rn Q23'-11" SCALATOR RETAIL I E 0 0 ND DN FROM L2 A9.1--3 LEASE LINE D.6 / ABOVE IN FLOOR ELECTRI `L —DUCT RACEWAY. SEE SPEC, 0 O 0 0 LEASE UN I FLOOR OUTLET 0/C- LEA .E LINE MENS RM STUCIIJRAL BR CING A6.8-1 /VENDING ALCOVE PHONE ALCOVE FIRE HOSE CABINET Al 0.6-3 I RESTAURANT F C/FEC LEASE LINE 1 HR SERVICE STOREFRONT DOOR SYSTEM '• 44 I • 11251 TRUCTURAL RACING I A3.1-5 3 A3.1-5 4 I ,/ >o i • O/- - �• �, Y i ,\ �- - A3.1 -3A A4.1-2 0 O 0 0 A3.1-6 A3.1 -3A A3.1-6 RESTAURANT KNOCK PANEL I A3.1 -7B LJ A4.1-1 30'—U" / 30'-0" 30'-0" 24 25 26 (131 30'-0" 30'-0" 19'-7" 24'-9" 8'-1" 11'-0" 0 0 0 GRAPHICS LEGEND WWWWWW 4-40-0111.41.410.410. =IFS i fi3 Y33i� k'. �'s Intl;', 7777/ 209 NEW C.M.U. WALL - SEE STRUCTURAL PLANS NEW CONCRETE SHEAR WALL - SEE STRUCTURAL PLANS NEW METAL STUD FRAMED WALL EXISTING METAL STUD FRAMED WALL EXISTING C.M.U. WALL - SEE STRUCTURAL PLANS EXISTING POURED CONCRETE COL. - SEE STRUCTURAL PLANS NEW POURED CONCRETE COLUMN - SEE STRUCTURAL PLANS NEW POURED CONCRETE COLUMN SURROUND (E) COLUMN- SEE STRUCTURAL PLANS EXISTING FLOOR AREA TO REMAIN AS IS - N.I.C. NEW WALL TYPES, SEE A/8.1-1 NEW DOOR NO. SPACE NO. LEASE LINE (N) & (E) CHAIN LINK FENCE N OTE: SEE CEILING LEGEND ON REFLECTED CEILING PLAN FOR POLE LIGHT AND DIRECTIONAL EXITING SIGN NOTE: SEE SHEETS AA2.1-1 TO AA2.3-2 FOR AMENITIES INFORMATION INCLUDING: FURNITURE, DIRECTORY SIGNS, CASEWORK (EXCLUDING RESTROOM CASEWORK), KIOSKS, SIGNAGE AND PLAYTOWN 1) )41 So uthcenter Tukwila, WA., 98188-2888 206-246-0423 CONSTRUCTION Los Angeles, California 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. Consultants Approvals/Phase: PERMIT/ BID ADDENDUM J 02/05/2007 Key Plan: No. Revision Date PLAN CHECK REVISIONS 2006 AUGUST 21 ZI REVISION I 2006 Sept. 26 A\ ADDENDUM J 2007 Feb. 5 A A A A A A A 0 REV cnr,nmpaAiicE r1AK P 5 '6Oi71 Aj A (&Tu A BUILDING U1VISI0N A REcEivrn A MAR -1 ?n7 0 !RERMIT rE,rEQ A A 0 Sheet Title PARTIAL PLAN LEVEL 1 AREA 3 Job No. 11129 Date 10-2f-05 Scale 1/16'.r-0' A2.1-3 0: \1129_South_Center\03—Production\Architectural\O1 Sheets\1129_SHFL_A02-01-03.dwg DATE: 03/01/07 12:15pm a 18,6 0 • 11110,1 .x:a:�srx«ae„,,;c.::z:�ar,cansn;cur . . : W E N N Q LU W 0 2 1/2” FIRE HOSE CON-NEC11ON & FIRE— EXTINGUISHER CABINET SEE )11 .<1 :.�I�Eti�rck 8 E.1 E.5 0 c CD N-) N 0 STAIR 81-8" FOOD ,,COURT I I 89• 07, OPEN ERRACE r*EL. 46.83' SLOPE TO DRAIN GLASS GUARD -' RAIL SYSTEM 1 A4.1-1 28'-11" / / / 28'/11" / / A3.1-18 STOREFRONT SYSTEM BY TENANT I I 30'---0" 301-0" 20'-11" 24'-0" 21'-11" 31'-0" 0 28'-5" 10 Q 33'-11" • ro 0 0 CD ro O U) N o GRAPHICS LEGEND 209 NEW C.M.U. WALL - SEE STRUCTURAL PLANS NEW CONCRETE SHEAR WALL - SEE STRUCTURAL PLANS NEW METAL STUD FRAMED WALL EXISTING METAL STUD FRAMED WALL EXISTING C.M.U. WALL - SEE STRUCTURAL PLANS EXISTING POURED CONCRETE COL. - SEE STRUCTURAL PLANS NEW POURED CONCRETE COLUMN - SEE STRUCTURAL PLANS NEW POURED CONCRETE COLUMN SURROUND (E) COLUMN- SEE STRUCTURAL PLANS EXISTING FLOOR AREA TO REMAIN AS IS - N.I.C. NEW WALL TYPES, SEE A/8.1-1 NEW DOOR NO. SPACE NO. LEASE LINE (N) & (E) o o o CHAIN LINK FENCE NOTE: SEE CEILING LEGEND ON REFLECTED CEILING PLAN FOR POLE LIGHT AND DIRECTIONAL EXITING SIGN NOTE: SEE SHEETS AA2.1-1 TO AA2.3-2 FOR AMENITIES INFORMATION INCLUDING: FURNITURE, DIRECTORY SIGNS, CASEWORK (EXCLUDING RESTROOM CASEWORK), KIOSKS, SIGNAGE AND PLAYTOWN � J2 DDb4L-14 rstField South center 633 Southcenter Parkway Tukwila, WA., 98188-2888 206-246-0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. 82.97 A MA RRC STA U. Consultants Approvals/Phase: PERMIT/BID ADDENDUM j 02/05/2007 Key Plan: No. Revision A PLAN CHECK REVISIONS • REVISION 'I' ADDENDUM J Date 2006 AUGUST 21 2006 Sept. 26 2007 Feb. 5 A A A A A A r-•-���nD IIREVl+cvutu FOR CODF COMPLIANCE O i . n,srpmrco '1PU .- 5 'LUO1 0 City Of Tukwila \ BUIL_DING DiiiiaiO�� A A A O RECEIl 1L FED - 91'001 PERMIT CENTEF A A Sheet Title PARTIAL PLAN LEVEL 2 AREA 1 Job No. 1129 Date 10-21-05 Scale 1/16' -T -O• A2.2 1 PATH: 0:/1129_5outh_Center\03—Production\_Pit Files 1,2007-02-07 Addendum J\1129_SHFL A02-02-01.dwg DATE: 02/07/07 5:44pm Aidsega • • On go• AIME 1111111111111111111 111111111111111111§* IIIIIIIk,' I I IIIA!!■ IIIIIII�IIII11II1 O SA =WAY E.5 BUTCHER B 0 K WO TREADS ANp RISERS W/PAINTED STEEL GUARDRAIL AND HANDRAILS c CD c N) c CD I; I -I OOD JINISH W/PAIIJTED ST GUARDI1AILS A HANDRtILS TO ADJAC4NT STAI Q r7 BUTCHER BLOCK WOOD TREADS AND RISE'S W/PAINTED STEEL GUARDRAILS AND —H7CTvi31= ESCALATOR SLOPIN I LOW BELOW 0 MAT€ ADJACE T SLOP ESCALATOR DEMISING WALL TUD BY WESTFIELf� INISH BY TENANT!! P. © ALL FOOD 'COURT WOOD FNISH RAM W/PAINTED STEEL GUARDRAILS AND HANDRAjLS TO MATCH ADJACE T STAIRS I I I Aa BUTCHER BLOCK WOO TREADS AND RISERS W/PAINTED STEEL I GUARDRAILS AND HANDRAILS c r7 2'-O" 28'-9" 2'-6" A4.1-2 1) 06 GRAPHICS LEGEND %2222 209 0 0 0 NEW C.M.U. WALL - SEE STRUCTURAL PLANS NEW CONCRETE SHEAR WALL - SEE STRUCTURAL PLANS NEW METAL STUD FRAMED WALL EXISTING METAL STUD FRAMED WALL EXISTING C.M.U. WALL - SEE STRUCTURAL PLANS EXISTING POURED CONCRETE COL. - SEE SfRUCIURAL PLANS NEW POURED CONCRETE COLUMN - SEE STRUCTURAL PLANS NEW POURED CONCRETE COLUMN SURROUND (E) COLUMN- SEE STRUCTURAL PLANS EXISTING FLOOR AREA TO REMAIN AS IS - N.I.C. NEW WALL TYPES, SEE A/8.1-1 NEW DOOR ND. SPACE NO. LEASE LINE (N) & (E) CHAIN LINK FENCE NOTE: SEE CEILING LEGEND ON REFLECTED CEILING PLAN FOR POLE LIGHT AND DIRECTIONAL EXITING SIGN NOTE: SEE SHEETS AA2.1-1 TO AA2.3-2 FOR AMENITIES INFORMATION INCLUDING: FURNITURE, DIRECTORY SIGNS, CASEWORK (EXCLUDING RESTROOM CASEWORK), KIOSKS, SIGNAGE AND PLAYTOWN Soul:. hcenter 633 Southcenter Parkway Tukwila, WA,, 98188-2888 206-246-0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. Consultants Approvals/Phase: PERMIT/BID ADDENDUM J 02/05/2007 Key Plan: No. Revision Date A PLAN CHECK REVISIONS 2006 AUGUST 21 A REVISION 'I' 2006 Sept. 26 ADDENDUM J 2007 Feb. 5 A A A A A A A A A A A -L 1 R CODE COMpJp, i City Of TukWliaLISION A A 0 n 0 A RECEIVED FEB - 9 2007 PERMIT CENTER 0 0 A sneer Tin, PARTIAL PLAN LEVEL 2 AREA 2 Job No. 1129 Date 10-21-05 Scale 1/16, -rte• A2.2-2 0:/1129_South_Center\03—Production\_Plt Files\2007—D2-07 Addendum J\129_SHFL_A02-02-02.dwg DATE: 02/07/07 w; J? U I IIIIIIIIIIJIIIIIIII IIIIIIIIIIIIIII'II1 IIi�l llllliiiUi I6�.iIiIIIIIIIIIIII -2 0 0 0 GLASS ENTRY DOOR SYSTEM A3.1-2 VEHICULA ABOVE BRIDGE A4.1-3 EL. 46.85' X 4" EXPANSION JOINT Al 0.3-1 GLAZED CANOPY SYSTEM 3.1 A3.1-6 u7 N I A3.1 -7B A4.1-1 w J C-) w w Cr) 28'-9" 1'- 0 0 GRAPHICS LEGEND 209 NEW G.M.U. WALL - SEE STRUCTURAL PLANS NEW CONCRETE SHEAR WALL - SEE STRUCTURAL PLANS NEW METAL STUD FRAMED WALL EXISTING METAL STUD FRAMED WALL EXISTING C.M.U. WALL - SEE STRUCTURAL PLANS EXISTING POURED CONCRETE COL. - SEE STRUCTURAL PLANS NEW POURED CONCRETE COLUMN - SEE STRUCTURAL PLANS NEW POURED CONCRETE COLUMN SURROUND (E) COLUMN- SEE STRUCTURAL PLANS EXISTING FLOOR AREA TO REMAIN AS IS - N.I.G. NEW WALL TYPES, SEE A/8.1-1 NEW DOOR NO. SPACE NO. LEASE LINE (N) & (E) CHAIN LINK FENCE NOTE: SEE CEILING LEGEND ON REFLECTED CEILING PLAN FOR POLE LIGHT AND DIRECTIONAL EXITING SIGN NOTE: SEE SHEETS AA2.1-1 TO AA2.3-2 FOR AMENITIES INFORMATION INCLUDING: FURNITURE, DIRECTORY SIGNS, CASEWORK (EXCLUDING RESTROOM CASEWORK), KIOSKS, SIGNAGE AND PLAYTOWN ObV47 Tukwila, WA., 9 81 88-2888 206-246-0423 CONSTRUCTION Los Angeles, California 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECTS PERMISSION AND UNLESS THE REPRODUC11ON CARRIES THE ARCHITECT'S NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. JOHN MARfio II STATE OF WASHINGTON Consultants Approvals/Phase: PERMIT/ BID ADDENDUM J 02/05/2007 Key Plan: No. Revision Date 1c PLAN CHECK REVISIONS 2006 AUGUST 21 / \ REVISION 'I' 2006 Sept_ 26 A ADDENDUM J 2007 Feb. 5 A A 0 A A RE 17G1Ar " pr) FOR - KCV �4 Y CODE comps., --E. U 1 0 1",moc MAK �C1ty Of `Tukwii� Mm t fru% — T LUU/ 54a�w . rEr�1w61 B.a,TTh A n Sheet Title PARTIAL PLAN LEVEL 2 AREA 3 Job No. 129 Date 10-21-05 Scale 1/16'4-0' A2.2-3 I II 0: \1129_Sauth _Center\03—Production \Architectural \01 _Sheets\1129 _SHFL_A02-02-03.dwg DATE: 03/01/07 12: 21 pm -11 !IIIIIIIIIIIIIIIIII IiIII111111I'IIIIIII NEW C.M.U. WALL - SEE STRUCTURAL PLANS NEW CONCRETE SHEAR WALL SEE STRUCTURAL PLANS NTRYT LOB _ EL. 68.85 EXISTING METAL STUD FRAMED WALL EXISTING C.M.U. WALL - SEE STRUCTURAL PLANS EXISTING POURED CONCRETE COL. - SEE STRUCTURAL PLANS NEW POURED CONCRETE COLUMN - SEE STRUCTURAL PLANS NEW POURED CONCRETE COLUMN SURROUND (E) COLUMN- SEE STRUCTURAL PLANS rar EXISTING FLOOR AREA TO REMAIN AS IS - N.I.C. u+.n:4iia, NOTE: SEE CEILING LEGEND ON REFLECTED CEILING PLAN FOR POLE LIGHT AND DIRECTIONAL EXITING SIGN NOTE: SEE SHEETS AA2.1-1 TO AA2.3-2 FOR AMENITIES INFORMATION INCLUDING: FURNITURE, DIRECTORY SIGNS, CASEWORK (EXCLUDING RESTROOM CASEWORK), KIOSKS, SIGNAGE AND PLAYTOWN Southcenter 633 Southcenter Parkway Tukwila, WA., 98188-2888 206-246-0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME, ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. Consultants Approvals/Phase: PERMIT/BID ADDENDUM ,J 02/05/2007 Key Plan: FC -2 AND FC -3 MECHANICAL -4- EL. 68.85' ;,fes:flat:.:.90; EXISTING MALL OR NEW PARKING STRUCTURE. NOT A PART No. Revision Date A PLAN CHECK REVISIONS 2006 AUGUST 21 REVISION 'I' 2006 Sept. 26 ADDENDUM J 2007 Feb. 5 A A A A A A A REVIEINE' NCE v 5 601 ( 0 - vtv guitiMOtvisioiv A A A "r , r) •,,lIT? nr-ktrrICL y,,� f trovil l A A sheet nue PARTIAL PLAN LEVEL 3 AREA 2 Job No. 129 Date 10-21-2005 Scale 1/16'-T-0 A2.3-2 0:11129_Sauth_Cenier\03—Production\_Plt Files \2007-02-07 Addendum J\1129_SHFL_A02-03-02.dwg DATE: 02/07/07 5:45pm 4 I qreintY wawa j 11 E....:g3i1;: XGi; RAMPS AND HANDRAILS BY LANDLORD, TYP. EL; +85.85 STAIRS AND HANDRAILS BY LANDLORD, TYP. ;A Off VATOR CAB AND ENLhLO ANT, SLAB OPENING AN LANDLORD -MEP OPENINGS BY LAN LORD, TYP. DR ALL E BY ENANT, YP. 633 Southcenter Parkway Tukwila, WA., 98188-2888 206-246-0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OIHLKWISL WI THOU I WRI I IEN PERMISSION FROM THE ARCHITECT Registration No. 8297 REGISTERED ARCHIT JOHN ARRA III STATE OF WASHINGTON Consultants Approvals/Phase: PERMIT/BID ADDENDUM ,J 02/os/2007 Key Plan: •x f No. Revision A PLAN CHECK REVISIONS 0 REVISION 'I' 0 ADDENDUM J Date 2006 AUGUST 21 2006 Sept. 26 2007 Feb. 5 A A A A CV ;--}4• REVIEWED F° cE I - CODt i. VAn 5 'LU01 n A I r, �ru�cwll� A1 In WIG DIVISION A A A A 0 Rcsar mia n 2007 ns+ -r l'� {1Vi1 I Il;t1\1 l t A Sheet Title AMC MEZZANINE AREA 1 ENLARGED PLAN Job No. 1129 Date 10-21-2005 Scale 1/16'-T-0' A2.3-3 D: \1129_South_Center\03—Production\_Plt Files\2007-02-07 Addendum J\1129_SHFL_A02-03-03,dwg DATE: 02/07/07 5:45pm III �i. -16,111mhjsrs 21,26.22,2 GRAPHICS LEGEND 7777Z E22.2221:22.221. 82222227.2:222220=82:122022:22222.2222222.221222221 mrnmsm • 3" VTR BY TENANT, SLEEVE AND WATERPROOFING BY LANDLORD c a ROOF A CESS HATCH EXHAU`T FAN BY TENANT SLEEVED OPENIN BY LANDLORD XHAUST FAN BY ENANT, SLEEVED PENING BY LANDLORD XHAUST FAN Bli EVE PENING BY LANIL • r,��__t m ■t 1ismosom■i.I •5'iiiilmm••pmmi•mI I11.mmomm1U1•L9g 11 • TYP. OF 3 NON -FREEZE HOSE BIBB ENCLOSURE Q EXHAUS FAN BY TENANT SLEEVED OPENIN L BY LANDLORD PROVID4 CONDENSOR LINE R 0 PENETRATI(IS !ORDINATE WITH TEN-INT'S INSTALLEfil EXHAUST FAN BY - TENANT, SLEEVED OPENING BY LAND ANODIZED ALUMINUM & TEMPERED CLASS ROOF SYSTEM ABOVE '--SCUPPER & DOWNSPOUT \.X EXHAUST FAN BY TENANT, SLEEVED OPE IN :Y LAN =� : VI EETOSSFEIRSIENEEEEE Aifte • RH YU�r MECHANICAL EXHAUST PLENUM AND FANS / ARCHITECTURAL LOUVERS • CONC "II=TE W LKWAY c 1/B 12 ■ E re+• n'. R • c 0 0 209 NEW C.M.U. WALL - SEE STRUCTURAL PLANS NEW CONCRETE SHEAR WALL - SEE STRUCTURAL PLANS NEW METAL STUD FRAMED WALL EXISTING METAL STUD FRAMED WALL EXISTING C.M.U. WALL - SEE STRUCTURAL PLANS EXISTING POURED CONCRETE COL. - SEE STRUCTURAL PLANS NEW POURED CONCRETE COLUMN - SEE STRUCTURAL PLANS NEW POURED CONCRETE COLUMN SURROUND (E) COLUMN- SEE STRUCTURAL PLANS EXISTING FLOOR AREA TO REMAIN AS IS - N.I.C. NEW WALL TYPES, SEE A/8.1-1 NEW DOOR NO. SPACE NO. LEASE LINE (N) & (E) 0 0 o CHAIN LINK FENCE NOTE: SEE CEILING LEGEND ON REFLECTED CEILING PLAN FOR POLE LIGHT AND DIRECTIONAL EXITING SIGN NOTE: LANDLORD SHALL PROVIDE OPENINGS & SLEEVES FOR ROOF PENETRATIONS. COORDINATE WITH AMC CONTRACTOR FOR EXACT LOCATIONS AND SIZES 11 — �1 --- t- 2' -4" A3.1 - 11'-6" 14'-11" -r 3'28" 17'-6" W z U „ W CI) 11" 30'-0" 30'-O" 20'-11" 24'-O" 21'-11" 31'-O" 28'-5" 33'-11" 30'-4" 34'-7" 29'--8" 34'-3" 25'-9" South center 633 Southcenter Parkway Tukwila, WA., 98188-2888 206-246-0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. Consultants Approvals/Phase: PERMIT/BID ADDENDUM ,J 02/05/2007 Key Plan: No. Revision A PLAN CHECK REVISIONS A REVISION 'I' A ADDENDUM J Date 2006 AUGUST 21 2006 Sept. 26 2007 Feb. 5 A 0 0 A A rrEn FOR CODE COMPLI PNCC Aroorocanrc'O / MAK A CLU i A) L Of Tukwiia B1.111NG DMVMSTO! A A A A A n=r6CIMMIk rro dl ' 0..r17 A1 L caul A A A Sheet Title PARTIAL ROOF PLAN AREA 1 Job No. 1129 Date 10-21-05 Scale 1116'-1'-O' A2.4 1 02/07/07 5:45pm 0:11129_South_Center\03—Production\_Plt Files 12 007-02-07 Addendum J,1129_SHFt_A02-04—O1.dwg DATE: GRAPHICS LEGEND NEW G.M.U. WALL — SEE STRUCTURAL PLANS NEW CONCRETE SHEAR WALL — SEE STRUCTURAL PLANS 1.:1x911 "yry1'' NEW METAL STUD FRAMED WALL I A5:1-2 MECHANICAL \ AREA •MECHANICAL AREA 6:.: OF CURB A7.1-8 A7.1-9' EL. 107.87' FLOW UNE -DRAIN EXISTING METAL STUD FRAMED WALL EXISTING C.M.U. WALL — SEE STRUCTURAL PLANS EXISTING POURED CONCRETE COL. — SEE STRUCTURAL PLANS NEW POURED CONCRETE COLUMN — SEE STRUCTURAL PLANS NEW POURED CONCRETE COLUMN SURROUND (E) COLUMN— SEE STRUCTURAL PLANS EXISTING FLOOR AREA TO REMAIN AS IS -- N.I.C. NEW WALL TYPES, SEE A/8.1--1 +68.35' / NEW DOOR NO. A10.2-2 EXHAUST TENANT, OPENING FAN SLEE BY BY JED ANDLORD EXHA TEN T 0"EN NI 2pg SPACE NO. LEASE LINE (N) & (E) o a o CHAIN LINK FENCE N OTE: SEE CEILING LEGEND ON REFLECTED CEILING PLAN FOR POLE LIGHT AND DIRECTIONAL EXITING SIGN MECHANICAL LANDLORD SHALL PROVIDE OPENINGS & SLEEVES FOR ROOF PENETRATIONS. COORDINATE WITH AMC CONTRACTOR FOR EXACT LOCATIONS AND SIZES MECHANIiAL AREA CHANICAL \AREA ROOF PARKING 40- EL. 68.35' A3.1-45 • HEEL ETO' B A10.1-1 A10.1-1 Tukwila, WA., 98188-2888 206-246-0423 CONSTRUCTION Los Angeles, California 90025-1748 Telephone Facsimile 310 478 4456 310 478 4468 THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. JOHN MARRO III ATE Or W 3H:NCTQN Consultants Approvals/Phase: PERMIT/BID ADDENDUM J 02/05/2007 Key Plan: A4.4-1 HAU AN ENI ENII ROOFING MATERIAL SEE SPECS FOR WO. iT FAN BY , SLEEVED G BY LANDLORD EL. 106.90' FLOW LINE -DRAIN EL ROOF LEVEL EL. 68.35' ROOFING SEE SP A S• ot EL. 46.85' LOWER ROOF DOWNSPOUT \ AND GUTTER ROOFING MATERIAL SEE SPECSOR INFO. A10.1-1 SLOPING PARAPET A4.1-1 No. Revision Date A PLAN CHECK REVISIONS 2006 AUGUST 21 /\ REVISION 'I' 2006 Sept_ 26 A ADDENDUM J 2007 Feb. 5 0 A 0 A __.. ern G(1R �F COMPLZAKE 1 T _ SIA -5n01 ABUILOING A A A n A 0 A RECEIVED A MAR -1 2007 0 PERMIT CENTER 0 0 0 Sheet Title PARTIAL ROOF PLAN AREA 2 nommir Job No. 129 Date 10-21-05 Scale x'141 A2.4-2 D:\1129_South_Center\03—Production\Architectural\01 _Sheets\1129_SHFL_A02-04-02.dwg DATE 03/01/07 12: 28pm -x w - w.= m 5. - 7_�..== = '.--"- =_ WT _ ' ..;''...;E:;7- 2pg SPACE NO. LEASE LINE (N) & (E) o a o CHAIN LINK FENCE N OTE: SEE CEILING LEGEND ON REFLECTED CEILING PLAN FOR POLE LIGHT AND DIRECTIONAL EXITING SIGN MECHANICAL LANDLORD SHALL PROVIDE OPENINGS & SLEEVES FOR ROOF PENETRATIONS. COORDINATE WITH AMC CONTRACTOR FOR EXACT LOCATIONS AND SIZES MECHANIiAL AREA CHANICAL \AREA ROOF PARKING 40- EL. 68.35' A3.1-45 • HEEL ETO' B A10.1-1 A10.1-1 Tukwila, WA., 98188-2888 206-246-0423 CONSTRUCTION Los Angeles, California 90025-1748 Telephone Facsimile 310 478 4456 310 478 4468 THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. JOHN MARRO III ATE Or W 3H:NCTQN Consultants Approvals/Phase: PERMIT/BID ADDENDUM J 02/05/2007 Key Plan: A4.4-1 HAU AN ENI ENII ROOFING MATERIAL SEE SPECS FOR WO. iT FAN BY , SLEEVED G BY LANDLORD EL. 106.90' FLOW LINE -DRAIN EL ROOF LEVEL EL. 68.35' ROOFING SEE SP A S• ot EL. 46.85' LOWER ROOF DOWNSPOUT \ AND GUTTER ROOFING MATERIAL SEE SPECSOR INFO. A10.1-1 SLOPING PARAPET A4.1-1 No. Revision Date A PLAN CHECK REVISIONS 2006 AUGUST 21 /\ REVISION 'I' 2006 Sept_ 26 A ADDENDUM J 2007 Feb. 5 0 A 0 A __.. ern G(1R �F COMPLZAKE 1 T _ SIA -5n01 ABUILOING A A A n A 0 A RECEIVED A MAR -1 2007 0 PERMIT CENTER 0 0 0 Sheet Title PARTIAL ROOF PLAN AREA 2 nommir Job No. 129 Date 10-21-05 Scale x'141 A2.4-2 D:\1129_South_Center\03—Production\Architectural\01 _Sheets\1129_SHFL_A02-04-02.dwg DATE 03/01/07 12: 28pm N) 0 2"MPG 9. ROOFING MATERIAL SEE SPECS FOR INFO w 4 0 Cr) 1-1/2"MPG 1,4 N-) C) 0 O I■I■ _IEEE MEM ILPE n SL ■ fLii ''LN ■ �grlrr 1601,1 ROOFING MATERIAL SEE SPECS FOR INFO. OOD SERVICE LXHAUS I UU(. . t SEE MECHANICAL, FOR INFO. '0. . •4 LOW POINTS FOOD SERVICE EXHAUST DUO S. SEE MEC LAICAL FOR INFO 0 O CD HIe RQ F A9.5-7 A9.5-7 ROOFING MATE ` L SEE SPECS FOR IN 0 0 0 LOWER R SEE A24--1 + 18" WIDTH STANDINI METAL © EDGE ONL COLOR:7TBD) INTERIOR: (TOD) jEL_77.85' ROOF LEVEL I N HIGH POINT A4.1-1 28'-5" 33'-11" / 30'-4" 34'-3" 0 GRAPHICS LEGEND NEW C.M.U. WALL — SEE STRUCTURAL PLANS NEW CONCRETE SHEAR WALL SEE STRUCTURAL PLANS NEW METAL STUD FRAMED WALL EXISTING METAL STUD FRAMED WALL EXISTING C.M.U. WALL — SEE STRUCTURAL PLANS EXISTING POURED CONCRETE COL. — SEE STRUCTURAL PLANS NEW POURED CONCRETE COLUMN — SEE STRUCTURAL PLANS NEW POURED CONCRETE COLUMN SURROUND (E) COLUMN— SEE STRUCTURAL PLANS EXISTING FLOOR AREA TO REMAIN AS IS — N.I.C. NEW WALL TYPES, SEE A/8.1-1 NEW DOOR NO. SPACE NO. LEASE LINE (N) & (E) o 0 o CHAIN LINK FENCE 209 NOTE: SEE CEILING LEGEND ON REFLECTED CEILING PLAN FOR POLE LIGHT AND DIRECTIONAL EXITING SIGN 633 Southcenter Parkway Tukwila, WA., 98188-2888 206-246-0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. Consultants Approvals/Phase: PERMIT/BID ADDENDUM J 02/05/2007 Key Plan: / NpRD$TROM 1 C O o v 7- 0 JCPOnrey No. Revision Date A PLAN CHECK REVISIONS 2006 AUGUST 21 A REVISION 'I' 2006 Sept. 26 A ADDENDUM J 2007 Feb. 5 A A A A A •� ► MA1 5 .6'31 A REVIEW 'INCE A A A A A A A A RECEIVED A FEB 7fO1 A PERM T CENTER A A A city Tukwila C4.4 5_SP:A9-1-31\ii5 A Sheet Title PARTIAL HIGH ROOF PLAN Job No. 1129 Date 10-21-05 Scale 1/16'-1-0' A2.4-3 0:11129_South_Center\03—Production\_Plt Files \2007-02— 07 Addendum J,1129_SHFL_A02-04-03.dwg DATE: 02/07/07 5:45pm L:1 AR2.1-3 - - - - - - - - - - - M - - - - - - j 28'-11" 25'-7" 28'-11" 30'-0" / 30'-0" C 832'-6" CEILING NOTES 1. ALL EXPOSED LOOSE WIRING AT EXPOSED CEILING CONDITIONS NEEDS TO BE PLACED IN RIGID CONDUIT. CONDUITS SHALL BE PLACED AS CLOSE AS POSSIBLE TO EACH OTHER SO TO NOT HAVE CONDUIT RUNNING IN AN UNCONTROLLED MANNER. 2. CONDUITS SHALL BE PLACED IN A PROFESSIONAL MANNER AND ROUTED AS MUCH AS POSSIBLE WITHIN/ABOVE CEILING PANELS AND NOT EXPOSED WITHIN THE OPEN CEILING OR STRUCTURE ABOVE. 3. IF ELECTRICAL CONTRACTOR HAS QUESTIONS AS TO ROUTING, PLACEMENT, LOCATION OR ANYTHING ELSE, HE SHOULD CONSULT WITH THE SITE ARCHITECT AND GC PRIOR TO ROUTING AND SETTING OF CONDUIT. 4. ALL EXPOSED PIPING AT EXPOSED CEILING CONDITIONS NEEDS TO BE PLACED AS CLOSE AS POSSIBLE TO EACH OTHER SO TO NOT HAVE PIPING RUNNING IN AN UNCONTROLLED MANNER. 5. PIPING SHALL BE PLACED IN A PROFESSIONAL MANNER AND ROUTED AS MUCH AS POSSIBLE WITHIN/ABOVE CEILING PANELS OR STRUCTURE ABOVE. 6. IF PLUMBING CONTRACTOR HAS QUESTIONS AS TO ROUTING, PLACEMENT, LOCATION OR ANYTHING ELSE, HE SHOULD CONSULT WITH THE SITE ARCHITECT AND GC PRIOR TO ROUTING AND SETTING OF PIPES. 1. CONTRACTOR SHALL BE AWARE THAT A MINIMUM 300± 24 X 24 FLUSH MOUNTED ACCESS PANEL CEILING NOTES 1. PROVIDE (50) CEILING ACCESS PANELS OR (1) PER EVERY 1,000 SQ. FT. OF COVERAGE. COORDINATE WITH ARCHITECT. 2. LETTERS AFTER LIGHT FIXTURE SYMBOL SIGNIFY FIXTURE TYPE. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 3. SPRINKLER HEADS, STROBES, SPEAKERS, & OTHER CEILING MOUNTED EQUIPMENT TO BE ON THE SAME CENTER UNE BETWEEN WALLS, OBSTRUCTIONS, LIGHT FIXTURES OR REVEALS AND SPACED SYMETRICALLY WHEREVER POSSIBLE. 4. REFER TO ELECTRICAL MECHANICAL, PLUMBING AND FIRE SPRIKLER DRAWINGS FOR OTHER RELATED INFORMATION. CONFIRM SPRINKLER LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. 5. CONTRACTOR SHOULD VERIFY THE CEIUNG CONDITIONS AND ENSURE THAT THE LOCATIONTHEOTHERSFIXTURES, DEVICES AND EQUIPMENT TO BE INSTALLED DO NOT CONFLICT WITH . 6. CONTRACTOR IS RESPOSIBLE TO NOTIFY THE ARCHITECT FOR ANY DIMENSIONAL CONFLICT. 7. CONTRACTOR TO PROVIDE A 2 HR. RATED GYPSUM BOARD ENCLOSURE PER DETAIL fl19/AR4.1-1 WHERE UTILITIES CROSS EGRESS PASSAGEWAYS -SEE MECHANICAL DWGS 8. CONTRACTOR WILL LOCATE, VERIFY AND PROVIDE BACKING FOR UGHT FIXTURES PER MANUFACTURERS SPECS. 9. CONTRACTOR WILL LOCATE, VERIFY AND PROVIDE BACKING FOR CEILING SIGNAGE AND WAY FINDERS PER MANUFACTURERS SPECS. SEE PLANS FOR LOCATIONS 10. REFER TO ELECTRICAL DRAWINGS FOR PARKING, BACK OF HOUSE CORRIDORS, AND EXIT PASSAGEWAYS FOR LIGHTING REQUIREMENTS. TYPICAL UNO 11. REFER TO A8.3-2 DRAWINGS FOR INTERIOR FINISHES, TYPICAL UNO SKYLIGHT AREA INDICATES (N) GLASS ABV. PAINTED GYPSUM CEIUNG WOOD VENEER OVER GYPSUM BOARD UNE OF EXISTING STRUCTURE EXISTING MALL / RENOVATION CEILINGS ILLUMINATED EXIT SIGNS INDICATES LEASEUNE/ STOREFRONT BULKHEAD BY TENANT. AT EXISTING MALL AREAS PLEASE REFER TO TENANT CRITERIA MANUAL FOR HEIGHT REQ. ADJACENT BUILDING NIC (DEPT STORE, PARKING STRUCTURE) N, up Rep m. huiri Imp Amp 41, —�n POWERED WAYFINDING SIGN. SEE ELECTRICAL DWGS. # - fi SECURITY CAMERA - SEE A8.3-2 FOR CAMERA UST CEILING NOTES 24'-0" , 21'-11" 31'- I " 28'-5" 33'-11" 30'-4" 34'-7" 29'-8" 34'-3" -9" 30'-0" 33'-10" 26'- 11 0' 11 28'-9" ''-. 281-9„ 0'- 30'-0" 30'-0" AR2.1-7 - - - =MI - - - - - TAT 4P ur wT -d€; 1 — - — SCALE: Q N) • t U I I I I I I I I I I I a I • U) • • a 28'-11" 0 0 0 0 0 0 0 0 0 0 I MEE MEE MEM MEM MEM MEM MEM MEM MEM MEM MEE MEM MEM MEM MEM MEM MEM AR2.1-1 • bobqw I I I I I I 633 Southcenter Parkway Tukwila, WA., 98188-2888 206-246-0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 900251748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECTS PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECTS NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. 8297 REGISTERED ARCH► t 0 0 Oftl( JOHN MARK STATE OF WASHINGTON Consultants Approvals/Phase: PERMIT/BID ADDENDUM ,J 02/05/2007 Key Plan: No. Revision Date • PLAN CHECK REVISIONS 2006 AUGUST 21 • REVISION 'I' 2006 Sept. 26 • ADDENDUM J 2007 Feb. 5 A A A FOR CODE COMPLIAN G A City Of ti "la BUILDING DIVISION r�r A A A A A A n RECEIVED FEB - 9 2007 PERMIT CENTER A A A Sheet Title OVERALL REFLECTED PLAN LEVEL 1 Job No. 129 Date 6-07-05 Scale r-ao'-o' AR2.1 0 0: \1129_South_Center\03—Production\_Plt Files \2007-02-07 Addendum J\1129_SHFL_AR02-01-00.dwg DATE: 02/07/07 7:14pm SEE AR2.1-2 MI MMI=M =11M Si r•164 de d4¢gl(Igl(ISI� 1 FX -2A 4+15' FX 2A 2 4+15' FX -2A 4+15-1 "A.F.F. FX -2A t —1 "A.F.F. —1"A.F.F. SPRINKLER CONTRACTOR WILL PROVIDE SHOP DRAWING FOR ARCHITECT APPROVAL PRIOR TO INSTALLATION. 12'-Q" TYP._ RETAIL RETAIL CEILINGS BY TENANT •u%Z .�f iv2 hr�akkfkfkfkf�kkk fig i M7:75N f .}: ELEVATOR MACHINE ROOM 118 � o 4- 0 MW..n..c :.M5=.o.Fnn. t}}}}t3ii33't3333Axvs.aa.�an .. tt}z.�tx sz:�xtx:9.oat x ttwuxmu'3t+a,z� •r: ami SEE AR2.1-2 • .,.......••••••••••••••••••••••••••••••,••• •P• • WrgWagiNgari,T.Q•MAAW-t-::. Ni31 0 0 0 BOTTOM OF DECK ABOVE 0 s....., ..... � m;a. iF a#{##a:�##!##fii�##�a�..^':i r,,,»,N n,,..,,,,k }}<{�:di{i�3sstxf..,msre':., H^,,....ues;f;. ,..,....,:>..,....:.: :^� :::: � „� ,r ,%?"mic's{;icay}}un:£ff3:?.fsdfe9� I 1 HR SERVICE CORRIDOR 108 MINI ANCHOR CEILINGS BY TENANT o �I CEILINGS BY TENANT I OPEN TO DECK ABOVE 1 1 i i 1 1 i i 1 I ELEVATOR I 2 POTENTIAL FABRIC CANOPY BY TENANT LEASE LINE EX --2A CEILINGS BY TENANT LF -12 OPEN TO DECK ABOVE --- i I 1 4-+15'-1 "A.F.F. 28'-11" 25' 28'-11" DLV 836.40E DLV 836.40E CONSTRUCTION (JOINT OR EXPANSION JOINT TO MATCH CORRES ONDING JOINT ON WALL ABOV . 0 30'-0" 0 4+15'-1"A.F.F. FX -2A 30'-0" O 20'-11 i 1 1 c C CEILING LEGEND SKYLIGHT GLASS ABOVE 17W7 /4 777777' INDICATES STOREFRONT BULKHEAD BY TENANT. AT EXISTING MALL AREAS PLEASE REFER TO TENANT CRITERIA MANUAL FOR HEIGHT REQ. WOOD VENEER OVER MDF L SIGN CONTRACTOR WILL PROVIDE SHOP TO ARCHITECT PRIOR TO INSTALLATION. PROVIDE POWER FOR SIGN. AREA INDICATES (N) PAINT GYPSUM CEILING SEE REFL CEILING PLANS 2'X2' ACOUSTICAL S CAL CEILING TILE EXHAUST GRILLES EXHAUST FANS ' CEILING ACCESS PANEL LOCATION SEE REFLECTED CEILING PLAN z Raw: a DOWN LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE EXIT SIGN a SPEAKER NOTE: 1. FOR CEILING NOTES SEE AR2.1-O 2. FOR LIGHT FIXTURE LEGEND SEE AR2.5-X 3. ALL CEILING SOFFIT @ 13'-6" WILL BE +13'-3" BASE ON NEW STEEL SURVEY 4. SEE LIGHTING DRAWINGS FOR QUANTITY & TYPE OF FIXTURE. 5. CONTRACTOR TO COORDINATE HOOD LOCATION WITH TENANT IN THE FIELD. VERIFY FINAL DESIGN WITH WESTFIELD DESIGN AND TENANT COORDINATION. 6. SEE ELECTRICAL DRAWINGS FOR EMERGENCY LIGHT. 7. CONTRACTOR TO COORDINATE LOCATIONS OF THE CEILING FIXTURES WITH ARCHITECT. 0 RECESSED DOWNLIGHT RECESSED WALLWASHER ADJUSTABLE ACCENT LIGHT } SURFACE -MOUNTED DECORATIVE FIXTURE �-�- WALL -MOUNTED DECORATIVE FIXTURE _ANL SWITCHED FLOOR OUTLET I WALL MOUNTED LIGHT FIXTURE FLUORESCENT STRIP LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE FROM EMERGENCY CIRCUIT LF -1 - LINEAR STAGGERED STRIP LIGHT -- - - - - - LF -14 -COVE MOUNTED UPLIGHT LF -5 - SURFACE MOUNTED SLOT LIGHT LF -5A -WALL MOUNTED SLOT LIGHT LF -12 -RECESSED FLUORESCENT LIGHT FX -17 PAINTED STEEL TUBE (MATCH FIXTURE) LINEAR DIFFUSER (VERTICAL) LINEAR DIFFUSER (HORIZONTAL) SECURITY CAMERA CEILING -MOUNTED CHANDELIER OR PENDANT FIXTURE RECESSED SPRINKLER HEAD CEILING LEGEND SCALE: N.T.S CEILING NOTES 1. ALL EXPOSED LOOSE WIRING AT EXPOSED CEILING CONDITIONS NEEDS TO BE PLACED IN RIGID CONDUIT. CONDUITS SHALL BE PLACED AS CLOSE AS POSSIBLE TO EACH OTHER SO TO NOT HAVE CONDUIT RUNNING IN AN UNCONTROLLED MANNER. 2. CONDUITS SHALL BE PLACED IN A PROFESSIONAL MANNER AND ROUTED AS MUCH AS POSSIBLE WITHIN/ABOVE CEILING PANELS AND NOT EXPOSED WITHIN THE OPEN CEILING OR STRUCTURE ABOVE. 3. IF ELECTRICAL CONTRACTOR HAS QUESTIONS AS TO ROUTING, PLACEMENT, LOCATION OR ANYTHING ELSE, HE SHOULD CONSULT WITH THE SITE ARCHITECT AND GC PRIOR TO ROUTING AND SETTING OF CONDUIT. 4. ALL EXPOSED PIPING AT EXPOSED CEILING CONDITIONS NEEDS TO BE PLACED AS CLOSE AS POSSIBLE TO EACH OTHER SO TO NOT HAVE PIPING RUNNING IN AN UNCONTROLLED MANNER. 5. PIPING SHALL BE PLACED IN A PROFESSIONAL MANNER AND ROUTED AS MUCH AS POSSIBLE WITHIN/ABOVE CEILING PANELS OR STRUCTURE ABOVE. 6. IF PLUMBING CONTRACTOR HAS QUESTIONS AS TO ROUTING, PLACEMENT, LOCATION OR ANYTHING ELSE, HE SHOULD CONSULT WITH THE SITE ARCHITECT AND GC PRIOR TO ROUTING AND SETTING OF PIPES. 7. COORDINATE LIGHTING LAYOUT WITH ELECTRICAL PLANS (SEE SHT. NO EL2.1-1) N(0444 ENLARGED REFLECTED CEILING PLAN LEVEL 1- AREA 1 SCALE: 1/8" = 1'-0" 633 Southcenter Parkway Tukwila, WA., 98188-2888 206-246-0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, Floor 11th FI r t Los Angeles, California 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. Consultants Approvals/Phase: PERMIT/BID ADDENDUM j 02/05/2007 Key Plan: ■I. No. Revision A PLAN CHECK REVISIONS A REVISION 'I' A ADDENDUM J Date 2006 AUGUST 21 2006 Sept. 26 2007 Feb. 5 A A 0. A A ►acini n F R .. r CODE CDMPLIANC ,f I � 'martin a►1,sPIC1() r_Tr="- 0 A n 0 0 kfi_Eurif PERMfnGENT A A Sheet title REFLECTED CEILING PLAN LEVEL 1 AREA 1 Job No. 1129 Date 10-21-05 Scale 118'-T-0' AR2.1 1 PATH: D: \1129_South_Center\03—Production\_Plt Files\2007-02-07 Addendum J\1129_SHFL_AR02-01-01.dwg DATE: 02/07/07 7:15pm 633 Southcenter Parkway Tukwila, WA., 98188-2688 206-246-0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME. ALL DESIGN AND OTHER E INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. 8297 REGISTERED ARCHIT CT WASHINGTON STATE OF W • fVOGl - _- TON Consultants Approvals/Phase: PERMIT/BID ADDENDUM J 02/05/2007 Key Plan: -; IM No. Revision A PLAN CHECK REVISIONS 2006 AUGUST 21 A REVISION 'I' 2006 Sept. 26 A ADDENDUM J 2007 Feb. 5 Date A A A 0 A 0 A A A( r;tv of Tukwila OID, A t DIVISION I A A A A REVIEWE w..:• t.N MAK - 5 al A A _oa�� FE2 CI 911917 4...4.1 FERMI' CENTiL A A Sheet rue REFLECTED CEILING PLAN LEVEL 1 AREA 1 Job No. Date Scale 1129 10-21-05 1/8"-T-0' AR2.1-2 \1129_South_Center\03-Production\_Plt Files\2007-02-07 Addendum J\1129_SHFL_AR02-01-02.dwg DATE: 02/07/07 7:15pm I- a CEILING LEGEND (1) CD CDI CCi) • SKYLIGHT GLASS ABOVE / 28'-11" / 25'-7" 28'-11" 30'-0" 30'-0" 2 � l�Fl :ff� fi �f� � ` ,., f _.],41 v %,`,.Y;rJ, WOOD VENEER OVER MDF / / / , it.,.' i°fi /✓ •' 'fi " fi ``+ " INDICATES STOREFRONT BULKHEAD BY TENANT. AT EXISTING MALL AREAS 7'-10 1/4" A'-1 3/4" 12'-O" TYP. PLEASE REFER TO TENANT CRITERIA MANUAL FOR HEIGHT REQ. SEE AR2.1-3 .EE AR2.1-3 SIGN CONTRACTOR WILL PROVIDE LEASE LINE SHOP TO ARCHITECT PRIOR TO a MI ISM, a■la. m N = = ® Mi = ® = ■i m m ® = I. ® m = m mi ■■ '■"a �� 3P31I�/'ir/ i:l E//:,:,;,`..• _� •MN,, '"rr} ,�,// tr r:•.='�''rr.. ``ff`✓=,•.'"•_ // /r y �' r''''✓'A f/4 y'r.f *' r sf ! .'',.' _ , rr`% , „ , rdi/.r" ,. i,,<,.✓` r f "✓f/ ✓ ,.r, •",J�: f l s'f`:`{/, { fi RETAIL ,f. f ` fir ✓ y..„„ ` �, ` INSTALLATION. PROVIDE P E OWER FOR SIGN. Q w •M� ..UP O e ,^"`✓"/ pr ;,.///;„/// /.;/ fi2/. ,d dr / 1' mi'�'f J r",."`?J. /'/�= f,. �£- tr"? y" f f, ,r, ,r /Ay,/ ,o- f ' 'r `' ""! -` °� r /" f ,''' J y' J!✓f', / ✓,/f / ✓ f'^CEILINGS LF -1 ✓ fr r',=/ "✓",' r r/J'r BY TENANT ` r /� V � V •s ..•�,I �;: itge OW ��i ;F / fi ✓ r' . ■ • s' / -` ■ r //fr / , ✓✓ , /. f =r✓".=': r' _/ / -.' r't r ` '`j . //// r` ,i //////// <°` r f` ✓^ tr,,✓' .• T % .' ✓ ' . ,f ../ 'J"" ,/!{.� /// " �" rj ,f/' " ! ^4 f^rr P✓ ''./J! f f,•'^ .J / /"r^ . '^ f fi ,✓° .°,lr I '�,J.fi .y i tr � '' • ✓ /rf � fi,�. ,,,r / �y ` }tr'` f < ` ✓ r d'= r ,, +" ,e +' ^^ ✓' f // f�lb.'�'l-.�f'.�.r,, /'` rff.` f.�''.� '' ✓', �` ,e sr r r f' ✓ err °` ✓ .,'' r' f r ✓ 1° ^*' fi f A° f>'�,>}'�.� � .,«, f �'i.r ///////7 /'✓ri,�-f ` 1 J AREA INDICATES C E5 (N) PAINT D 5/8 GYPSUM CEILING SEE REFLL CTED CEILING PLANS `. ,.. • ,/ °`' 1, J /. ,/f, / 11/ ,/././ ---._.-. /!' ✓ '� ;y,f•F, f//f f ffyp ✓' f f✓ f f/,✓ :r - r ,IV y- jf /f "fir // r`fi'r''! /f,{f ,r'' ,' `^ .aa kkkk '/,3:// (V ♦ E �._:.: r� �' a x.• .:'a "' 3 '� � ,, ,. r /,�' /' ! ,'' tr✓ r ,.�`` ° ,✓ ,, ✓•,�`r,' ✓, ✓,! 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T M lit �'s k s -z -ar: ' `4% . z ;,-,, y Y .:::::E,,,,,,,,,,,,,. �: z� "::-:"., s f>............. 1 1 s1 €s k xz < -•a s...::..: • 1 ? . # 3 1439-;z :: -,:g4:}.k<.:<......A.x k::xc::, kB A .. - h i k SS �i ,.M,+,- ...:..:x...?S?.;#r `� .'fL..:..:. ::..h , ... ,F.'C. • � ? .. ., `.., rnr-':# �>;:.�xtit �?.�.:£«<..., µe:..,• .,ss#:.x'a"sa.::'-`... £<' € i rcs:_.z>^.::. < < k k � ;.,'. �<s?a_m;'F'e:-y.'=-'`:hz� . r.,.r;, �� K �. ::::.:>,xh ..::. . � ��u. .. s;T,<gri„ # to _... �1� T 1 Ti �� � `°�" '� ;. , xx z . ,,, ,a' a'id ;... is'r'..ks... Kkk. s ...__ ......',. „.„u : ,.,a ,...3,�,,,:.:i:s:rarr 6)1 ;.:...... "" - I £ ;; ;r_':yi_}t '‘ . .. s«,c•. �:" m:1 `. 1 T. i. k F z; FF.."u au :a`^'meS:A#�<' x i 4 .-,...,• / °°°::,�,;:.: :ii{?; a :. .;.A... £#£ cii,�lum,3£^; <i __,:� „-;,-"Y i ., s i 1� ,\ I � . I ; i� \ OF FIXTURE. 5. CONTRACTOR TO COORDINATE HOOD LOCATION WITH TENANT IN THE FIELD. VERIFY FINAL DESIGN z r - r 8 N -- . - = VOID ♦ F WITH WESTFIELD DESIGN AND TENANT COORDINATION. «• 7 6. SEE ELECTRICAL DRAWINGS FOR EMERGENCY LIGHT. fr' A10.6-2 © f 6°�2 1 /4nx� 6'-4" 3 4 1/ 6'-0" r`' r N„f/f �� - j;.✓ r r f' /;trtr°', f ` / ' / / °%- f'` r fifi, i rf %/,.."•r/ / T �' O © 0 '"� (SEE CMG ,PLAN) 7. CONTRACTOR TO COORDINATE LOCATIONS OF THE CEILING FIXTURES ES WITH ARCHITECT. I ''/ f,✓'%f, // f ;i:^ .,tr ,F{' f�, 7P fFf ! 14.� \ "' �r O RECESSED DOWNLIGHT .-) 1,✓� // %i er` / /, I,//✓ //// �`- � f,{` -N RECESSED WALLWASHER ` d 4r] // i f,/ ; /,// //': /r'✓' c� //// -,ti ' .`'',``f,`' / / -`'4 - -{ O ADJUSTABLE ACCENT LIGHT 6. _ - i LEASE LINE f/., /«, , 1,� trtr`rrfff`i f✓f`f/.'✓{ �f+T� i! i /// 7 // /.{. ;� \ SURFACE -MOUNTED DECORATIVE TIVE FIXTUREE•Wii /f//"`��F' -,:,.- `' ',''««''.'''.•r'.f ,;/'✓''.°°f j `.f J I-�- WALL DECORATIVE FIXTURE LF-5 / ✓/i '`✓ / ✓ rf/://`// f/f h . /^,. `, %f°';rf+JJ/ r { ,+ f` ✓` / -MOUNTED ' /i ', ; I%/ SWITCHED FLOOR OUTLET LF -1 AnkI z I 1 WALL MOUNTED LIGHT FIXTURE ^ kkkkkkkkkkkkkkkkkkkkkkkkkkkkkk 6" 'H/() 4-+13 -7 A.F.F. 4+15-0 A. F. F- A10.6- 2 ' 11 I - I FLUORESCENT STRIP LIGHT FIXTURE 1 A10.5- Z _ IF -14 WALL MOUNTED LIGHT FIXTURE FROM a r r DRYWALL CONTRACTOR WILL 1 I I EMERGENCY CIRCUIT i a i LF -1 LINEAR STAGGERED STRIP LIGHT • r r y;y__- - + 15 _ O A.F.F. - -- SPEAKER CONTRACTOR I = PROVIDE BACKING SUPPORT FOR NEW SIGNS & WAYFINDING-SEE CEILING ' �i "' 1 e, - - - LF -14 -COVE MOUNTED UPLIGHT WILL PROVIDE SHOP I I LF -5 - SURFACE MOUNTED SLOT LIGHT ���� �, LEGEND, COORD WITH SIGN 1 N DRAWING FOR ARCHI ECT PACKAGE FOR AND 1 I LF -5A -WALL MOUNTED SLOT LIGHT 0 11 7, - g„ '"``"`' ;`},: APPROVAL PRIOR T01 QUANTITY 1 r='`` is `%';-' ;:;' , LOCATION. 1 �> N -- y I �> ;:,°, .. ,•,/,' INSTALLATION. I I LF -12 -RECESSED FLUORESCENT LIGHT p. � 1 11 1 - r I FX 17 x; �:�� ,. 3##3d'.M.•,'^v^mw.„SrF:F .ue:, � -�.' � •C ........... ......... YI r r FFA • -+14-4 AFF I 1 ID `r', PAINTED STEEL TUBE (MATCH FIXTURE) _ f:'%':. %. 1% `:%; . - : - E -=.-± = D LINEAR DIFFUSER (VERTICAL) •I LEASE LINE €1w I r ITJ LINEAR DIFFUSER (HORIZONTAL) © :•--C ' =: I p SECURITY CAMERA P , --� . _- - . O- --.- - LF 13 I 1 �-� CEILING -MOUNTED CHANDELIER OR -- I f • w -# + 15' - O"A- F. F. I 1 PENDANT FIXTURE ., s ' NOT- A PAR ° , F:- 4,. `" I + + 14' - 4"A. F. F. I I I oQ RECESSED SPRINKLER HEAD :` $ .;, :,;,= ffI H - o iw'AINTED CONT RFS �`uN,,P 1 2' •�' 1. _ +15 -0 A -F. F- " CEILINGS BY TENANT I a ,# :_^ �mw R VEALS, I »# •'# 1, 1� ' - , .. , 3'-10 1/4"I 1 1 CEILING LEGEND SCALE: � TY ICAL(S i LINEAR DIFFUSER E MECH )RETAIL ils ��HI!},f g, ..s' I , � . ;. ,.;.+, - 'r': 2 LF -18 FOR TEL. LIGHTING w• " F ,,A Rx: . „......E: Vis.:? '•-/-' CEILING NATES SII••''•'"F/'` $k� .x " OP TO A VE . / `''''' 'f/ ''f` LF-14 -SPRINKLER R T LE CON RAC OR 1. ALL EXPOSED LOOSE WIRING AT EXPOSED CEILING CONDITIONS NEEDS TO BE PLACED IN RIGID CONDUIT. CONDUITS SHALL BE PLACED AS CLOSE AS POSSIBLE TO ..SIF F. FFF F. , f. I ■ j / - y ..FFFFn:R,3: ``!.�` 1 EACH OTHER SO TO NOT HAVE CONDUIT RUNNING IN AN UNCONTROLLED MANNER. I% .I °pI°$FF y� , r,6� dbfl :$� i3: _ 5: ..,.. i �> H:diR:; WILL PROVIDE SHOP .. ., r DRAWING FOR ARCHI ECT 2. CONDUITS SHALL BE PLACED INA PROFESSIONAL MANNER AND ROUTED AS MUCH Q ww_ rk•;'I APPROVAL PRIOR TO AS POSSIBLE WITHIN/ABOVE CEILING PANELS AND NOT EXPOSED WITHIN THE OPEN , F=1.- - ;' 4 F. FfIF.F ; ? ." �, ,,, . INSTALLATION. I CEILING OR STRUCTURE ABOVE, � ' r l� Hx„- ; I 3. IF ELECTRICAL CONTRACTOR HAS QUESTIONS AS TO ROUTING, PLACEMENT, � 5:3 41; H d "• e,;I • ^` w µ m ` CO) \.THESITEARCHITECT tl. ^�� LF -13 LOCATION OR ANYT I ANYTHING ELSE, HE SHOULD CONSULT WITH AND Hr yam: T • I GC PRIOR TO ROUTING AND SETTING OF CONDUIT.�#•� s; r iii �R„ AA MA .•i', +15 -0 A.F.F. trtr.•' l „may.. :,•%,_':', 4. ALL EXPOSED PIPING AT EXPOSED CEILING CONDITIONS NEEDS TO BE PLACED A5 dMiCLOSE '� AS POSSIBLE TO EACH OTHER SO TO NOT HAVE PIPING RUNNING IN AN --.=, �.... _, µ9`r W: EN (3)LF-18 FOR VENDIING I UNCONTROLLED MANNER. ^ � LF -12A C� ll�`�II (���� ,} UNDERSIDE }`=;;:3 :`ff [�, � OF ESCALATOR, TYPICAL '°Ke ^uA.;i"xr'< <.I „ � "�`"'' wa.. m - ; ... #,,: f: - " 9' � z :x � � •zl � • �� � �, „• l= /ATM LIGHTING 11 13 1 A . f . F . I 1 1 5. PIPING SHALL BE PLACED IN A PROFESSIONAL MANNER AND ROUTED A5 MUCH N/A AS POSSIBLE WITHIN/ABOVE BOVE CEILING PANELS OR STRUCTURE ABOVE. 6. IF PLUMBING CONTRACTOR HAS QUESTIONS AS TO ROUTING, PLACEMENT, LOCATION OR ANYTHING ELSE, HE SHOULD CONSULT WITH THE SITE ARCHITECT AND GC PRIOR TO ROUTING AND SETTING OF PIPES. kkk'k'' 1� �i 5 •# M: :u; „ ____. _. j _----- SEE CANOPY PLAN I I 7. COORDINATE LIGHTING LAYOUT WITH ELECTRICAL PLANS (SEE SHT. NO EL2.1-1) .,.}: .%%. FF'Fw M., ...•.; I; :, FF k }, k" Ff' F $ tl;;.� ,: IF.: }F 5,59 ,,, F i f F „ Hµ:. 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OPEN TO DECK ABOVE sri�''FFFs.Si'FX2RRL'�iRiioSe�AF:SF.f.YFFKRii'iiiiiF:ii+biF;i �' :++'.••. ��:lEf»:.....f:.,»e.....e.n.... .s,s?.m..;.,.',�.�i.`ve!;?:j'�.r=M`>ii�,.'7ji!5.�n55���:'xlf�uiuzW �'....... zz s^s��•.•�,� -- s I ........... .............giiee:e::::::.lF.:.:u.:.............F..� < 7I fi^.. n 5 1 12'-0„ TYP .fi F. `-.' 0: ,t ## #'in ='.; r NF immi ° FF o ww ,:w„„ - IF:IINIF- I}iI , FX -2A I RETAIL ® Irn MINI ANCHOR - SEE AR2.1-1 SEE AR2.1-1 ENLARGED REFLECTED CEILING PLAN LEVEL 1- AREA 1 SCALE: �� J 1/8 =1-0 633 Southcenter Parkway Tukwila, WA., 98188-2688 206-246-0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME. ALL DESIGN AND OTHER E INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. 8297 REGISTERED ARCHIT CT WASHINGTON STATE OF W • fVOGl - _- TON Consultants Approvals/Phase: PERMIT/BID ADDENDUM J 02/05/2007 Key Plan: -; IM No. Revision A PLAN CHECK REVISIONS 2006 AUGUST 21 A REVISION 'I' 2006 Sept. 26 A ADDENDUM J 2007 Feb. 5 Date A A A 0 A 0 A A A( r;tv of Tukwila OID, A t DIVISION I A A A A REVIEWE w..:• t.N MAK - 5 al A A _oa�� FE2 CI 911917 4...4.1 FERMI' CENTiL A A Sheet rue REFLECTED CEILING PLAN LEVEL 1 AREA 1 Job No. Date Scale 1129 10-21-05 1/8"-T-0' AR2.1-2 \1129_South_Center\03-Production\_Plt Files\2007-02-07 Addendum J\1129_SHFL_AR02-01-02.dwg DATE: 02/07/07 7:15pm I- a SEE AR2.1-2 0 O 0 0 ® 28'-11" 25'-7" • 28'-11" {am.a..:.a: • m / 30'-0" • 30'-0" • 9) CV 0 cc L a W 1 wait Nmama ' yL. A AA AA ffff::ffff:,ff:P,f::f:,fKY:: t� 1d P. ,1 IL N ELECTRICAL ROOM 101 SPRINKLER CONTRACTOR WILL PROVIDE SHOP DRAWING FOR ARCHITECT APPROVAL PRIOR TO INSTALLATION. TOILET ROOM 105 EXPANSION LEASE LINE ----- 1- 1 1 1 1 i 1 1 I 774 ELEVATOR 1 --LF-12 CEILINGS BY TENANT DRYWALL CONTRACTOR WILL PROVIDE BACKING SUPPORT FOR NEW SIGNS & WAYFINDING-SEE CEILING LEGEND, COORDINATE WITH SIGN PACKAGE FOR QUANTIT 1 AND LOCATION. RETAIL LF -11 LF- 5 ++13'-7"A.F.F. 4+13'-7"A.F.F. LEASE LINE LF -12 MI MI 11'--11 1/4" )% 4 15'-0"A.P.F. a - =■= - s=M r - ===== ■.IILLPIMIIMENIM MI MI SEE AR2.1-2 9) I w W \ \ N N c 0 N) N, N 0 0 0 CEILING LEGEND F7,7-77,1/4;%,-;/,1 N NOTE: F SKYLIGHT GLASS ABOVE WOOD VENEER OVER MDF INDICATES STOREFRONT BULKHEAD BY TENANT. AT EXISTING MALL AREAS PLEASE REFER TO TENANT CRITERIA MANUAL FOR HEIGHT REQ. SIGN CONTRACTOR WILL PROVIDE SHOP TO ARCHITECT PRIOR TO INSTALLATION. PROVIDE POWER FOR SIGN. AREA INDICATES (N) PAINT GYPSUM CEILING SEE REFL CEILING PLANS 2'X2' ACOUSTICAL CEILING TILE EXHAUST GRILLES EXHAUST FANS CEILING ACCESS PANEL LOCATION SEE REFLECTED CEILING PLAN 1. FOR CEILING NOTES SEE AR2.1-0 2. FOR LIGHT FIXTURE LEGEND SEE AR2.5-X 3. ALL CEILING SOFFIT @ 13'-6" WILL BE +13'-3" BASE ON NEW STEEL SURVEY 4. SEE LIGHTING DRAWINGS FOR QUANTITY & TYPE OF FIXTURE. 5. CONTRACTOR TO COORDINATE HOOD LOCATION WITH TENANT IN THE FIELD. VERIFY FINAL DESIGN WITH WESTFIELD DESIGN AND TENANT COORDINATION. 6. SEE ELECTRICAL DRAWINGS FOR EMERGENCY LIGHT. 7. CONTRACTOR TO COORDINATE LOCATIONS OF THE CEILING FIXTURES WITH ARCHITECT. O DOWN LIGHT FIXTURE WALL MOUNTED LIGHT 1-0 FIXTURE (*EXIT SIGN 0 SPEAKER 0 RECESSED DOWNLIGHT RECESSED WALLWASHER ADJUSTABLE ACCENT LIGHT SURFACE -MOUNTED DECORATIVE FIXTURE WALL -MOUNTED DECORATIVE FIXTURE SWITCHED FLOOR OUTLET IV I WALL MOUNTED LIGHT FIXTURE FLUORESCENT STRIP LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE FROM EMERGENCY CIRCUIT LF -1 - LINEAR STAGGERED STRIP LIGHT LF -14 -COVE MOUNTED UPLIGHT LF -5 - SURFACE MOUNTED SLOT LIGHT LF -5A -WALL MOUNTED SLOT LIGHT LF -12 -RECESSED FLUORESCENT LIGHT FX -17 PAINTED STEEL TUBE (MATCH FIXTURE) - - LINEAR DIFFUSER (VERTICAL) LINEAR DIFFUSER (HORIZONTAL) SECURITY CAMERA CEILING -MOUNTED CHANDELIER OR PENDANT FIXTURE RECESSED SPRINKLER HEAD CEILING LEGEND CEILING NOTES SCALE: N.T.S 1. ALL EXPOSED LOOSE WIRING AT EXPOSED CEILING CONDITIONS NEEDS TO BE PLACED IN RIGID CONDUIT. CONDUITS SHALL BE PLACED AS CLOSE AS POSSIBLE TO EACH OTHER SO TO NOT HAVE CONDUIT RUNNING IN AN UNCONTROLLED MANNER. 2. CONDUITS SHALL BE PLACED IN A PROFESSIONAL MANNER AND ROUTED AS MUCH AS POSSIBLE WITHIN/ABOVE CEILING PANELS AND NOT EXPOSED WITHIN THE OPEN CEILING OR STRUCTURE ABOVE. 3. IF ELECTRICAL CONTRACTOR HAS QUESTIONS AS TO ROUTING, PLACEMENT, LOCATION OR ANYTHING ELSE, HE SHOULD CONSULT WITH THE SITE ARCHITECT AND GC PRIOR TO ROUTING AND SETTING OF CONDUIT. 4. ALL EXPOSED PIPING AT EXPOSED CEILING CONDITIONS NEEDS TO BE PLACED AS CLOSE AS POSSIBLE TO EACH OTHER SO TO NOT HAVE PIPING RUNNING IN AN UNCONTROLLED MANNER. 5. PIPING SHALL BE PLACED IN A PROFESSIONAL MANNER AND ROUTED AS MUCH AS POSSIBLE WITHIN/ABOVE CEILING PANELS OR STRUCTURE ABOVE. 6. IF PLUMBING CONTRACTOR HAS QUESTIONS AS TO ROUTING, PLACEMENT, LOCATION OR ANYTHING ELSE, HE SHOULD CONSULT WITH THE SITE ARCHITECT AND GC PRIOR TO ROUTING AND SETTING OF PIPES. 7. COORDINATE LIGHTING LAYOUT WITH ELECTRICAL PLANS (SEE SHT. NO EL2.1-1) ° qzlq ENLARGED REFLECTED CEILING PLAN LEVEL 1- AREA 1 SCALE: 1/8" = 1'-0" C 633 Southcenter Parkway Tukwila, WA., 98188-2888 206-246-0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECTS NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. 8297 i;I:GISTERED ARCHITEC JOHN MARRO III STATE OF WASHINGTON Consultants Approvals/Phase: PERMIT/BID ADDENDUM ,J 02/05/2007 Key Plan: No. Revision A PLAN CHECK REVISIONS REVISION 'I' A ADDENDUM J Date 2006 AUGUST 21 2006 Sept. 26 2007 Feb. 5 A A 0 A A A A A ereeoico MAK CO, Of ��� A \ A� OING DIViSi'�4. � A A A A J - ,-31 PERM CENTEF. A A A Sheet Title REFLECTED CEILING PLAN LEVEL 1 AREA 1 Job No. 229 Date 10-21-05 Scale 1/8"-T-0' AR2.1-3 les/2007-02-07 Addendum J,1129_SHFL_AR02-01-03.dwg ❑ATE: 02/07/07 7:15pm PATH: 0: 11129_South_Center\03—Production\_P [I CNI 1 1 1 1 SEE AR2.1-5 RETAIL CEILINGS BY TENANT ELECTRICAL ROOM 112 ELEVATOR MACHINE ROOM ▪ r ® — ® — — — — — ® — RETAIL CEILINGS BY TENANT MI WI ® s - e - - err ■s I CEILINGS BY TENANT MI - ® eIMP,t, _- -sn /P., i LF -5 DRYWALL. CONTRACTOR WILL PRQVIDE BACKING SUPPORT FOR NEW SIGNS & WAYFINDING- SEE CEI4ING LEGEND, COORDINATE WITH SIGN PACKAGC FOR QUANTITY AND LOATION ++15'-10"A.F.F. 5/ SEE AR2.1-5 OPEN TO DECK ABOVE 1 HR SERVICE CORRIDOR 108 EQ. EQ. EQ. LF-1 a A 4 LF -12 LEASE LINE s r/ ++13'-17"A.F.F. 20'-0" EQ. 0" TYP. H SPRINKLVR CONTRACTOR WILL PROVIDE SHOP DRAWINC FOR ARCHITECT APPROV \L PRIOR TO INSTALL4 TION. i + O P E N TO DECKI ABOVE �Q. STAIR 7. ELEVATO MACHINE ROOM 109 STAIR 1 1 1 1 VOID I (SEE I NLARGEDI LAN) • 1 © 20'-0" TYP. 4 -OPEN TO (DECK ABOVE LEASE LINE 4-+14'-10"A.F.F. I 1 HR SERVICE CORRIDOR 108 MINI ANCHOR CEILINGS BY TENANT TOIL MALL STORAGE 1 1 t 1 1 CD - +13'-4"A. F. F. RECEIVING AREA' 1 HR EGRESS CORRIDOR + OPEN TO DECK ABOVE I ++14'-10"A.F.F_ RESTAURANT FIRE RISER ROOM CEILINGS BY TENANT COMPACTOR LOADING DOCK OPEN TO DECK ABOVE /1;" GAS METER ALCOVE FX -2A FX -2A FX -5 30,-4" FX -2A 0.4 CEILING LEGEND SKYLIGHT GLASS ABOVE WOOD VENEER OVER MDF INDICATES STOREFRONT BULKHEAD BY TENANT. AT EXISTING MALL AREAS PLEASE REFER TO TENANT CRITERIA MANUAL FOR HEIGHT REQ. SIGN CONTRACTOR WILL PROVIDE SHOP TO ARCHITECT PRIOR TO INSTALLATION. PROVIDE POWER FOR SIGN. AREA INDICATES (N) PAINT GYPSUM CEILING SEE REEL CEILING PLANS 2'X2' ACOUSTICAL CEILING TILE EXHAUST GRILLES EXHAUST FANS CEILING ACCESS PANEL LOCATION SEE REFLECTED CEILING PLAN 0 DOWN LIGHT FIXTURE • FWIAXTLULRMEOUNTED LIGHT EXIT SIGN 10 SPEAKER NOTE: 1. FOR CEILING NOTES SEE AR2.1-0 2. FOR LIGHT FIXTURE LEGEND SEE AR2.5—X BASE ON NEW STEEL SURVEY 4. SEE LIGHTING DRAWINGS FOR QUANTITY & TYPE OF FIXTURE. 5. CONTRACTOR TO COORDINATE HOOD LOCATION WITH TENANT IN THE FIELD. VERIFY FINAL DESIGN WITH WESTFIELD DESIGN AND TENANT COORDINATION. 6. SEE ELECTRICAL DRAWINGS FOR EMERGENCY LIGHT. 7. CONTRACTOR TO COORDINATE LOCATIONS OF THE CEILING FIXTURES WITH ARCHITECT. 0 1-6 RECESSED DOWNLIGHT RECESSED WALLWASHER ADJUSTABLE ACCENT LIGHT SURFACE—MOUNTED DECORATIVE FIXTURE WALL—MOUNTED DECORATIVE FIXTURE SWITCHED FLOOR OUTLET WALL MOUNTED LICHT FIXTURE FLUORESCENT STRIP LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE FROM EMERGENCY CIRCUIT N" LF -1 — LINEAR STAGGERED STRIP LIGHT LE -14 —COVE MOUNTED UPLICHT LF -5 — SURFACE MOUNTED SLOT LIGHT LF -5A —WALL MOUNTED SLOT LIGHT LF -12 —RECESSED FLUORESCENT LIGHT FX -17 PAINTED STEEL TUBE (MATCH FIXTURE) c LINEAR DIFFUSER (VERTICAL) LINEAR DIFFUSER (HORIZONTAL) =n1 SECURITY CAMERA CEILING—MOUNTED CHANDELIER OR PENDANT FIXTURE RECESSED SPRINKLER HEAD CEILING LEGEND CEILING NOTES SCALE: 1. ALL EXPOSED LOOSE WIRING AT EXPOSED CEILING CONDITIONS NEEDS TO BE PLACED IN RIGID CONDUIT. CONDUITS SHALL BE PLACED AS CLOSE AS POSSIBLE TO EACH OTHER SO TO NOT HAVE CONDUIT RUNNING IN AN UNCONTROLLED MANNER. 2. CONDUITS SHALL BE PLACED IN A PROFESSIONAL MANNER AND ROUTED AS MUCH AS POSSIBLE WITHIN/ABOVE CEILING PANELS AND NOT EXPOSED WITHIN THE OPEN CEILING OR STRUCTURE ABOVE. 3. IF ELECTRICAL CONTRACTOR HAS QUESTIONS AS TO ROUTING, PLACEMENT, LOCATION OR ANYTHING ELSE, HE SHOULD CONSULT WITH THE SITE ARCHITECT AND GC PRIOR TO ROUTING AND SETTING OF CONDUIT. 4. ALL EXPOSED PIPING AT EXPOSED CEILING CONDITIONS NEEDS TO BE PLACED AS CLOSE AS POSSIBLE TO EACH OTHER SO TO NOT HAVE PIPING RUNNING IN AN UNCONTROLLED MANNER. 5. PIPING SHALL BE PLACED IN A PROFESSIONAL MANNER AND ROUTED AS MUCH AS POSSIBLE WITHIN/ABOVE CEILING PANELS OR STRUCTURE ABOVE. 6. IF PLUMBING CONTRACTOR HAS QUESTIONS AS TO ROUTING, PLACEMENT, LOCATION OR ANYTHING ELSE, HE SHOULD CONSULT WITH THE SITE ARCHITECT AND GC PRIOR TO ROUTING AND SETTING OF PIPES. 7. COORDINATE LIGHTING LAYOUT WITH ELECTRICAL PLANS 1)00141 Iw ENLARGED REFLECTED CEILING PLAN LEVEL 1- AREA 1 SCALE: tTh 633 Southcenter Parkway Tukwila, WA., 98188-2888 206-246-0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWNG IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME, ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. 8297 ARCHITECT STATE OF WASHINGTON Consultants PERMIT/BID ADDENDUM Key Plan: No. Revision A PLAN CHECK REVISIONS A REVISION 'I' A ADDENDUM J Date 2006 AUGUST 21 2006 Sept. 26 2007 Feb. 5 REx.JIENFD FOR A CODE COMPLIANCE A Of umi REFLECTED CEILING PLAN LEVEL 1 AREA 1 Job No. 1129 Date 10-21-05 Scale AR2.1 4 D:11129_South_Center\03—Productfan\_Plt Flies \2007-02—D7 Addendum J\1129_SHFL AR02-01-04.dwg DATE: 02/07/07 7:15pm 12'-0" TYP. Fii 'uj le iId!I MALL STORAGE 1 1 t 1 1 CD - +13'-4"A. F. F. RECEIVING AREA' 1 HR EGRESS CORRIDOR + OPEN TO DECK ABOVE I ++14'-10"A.F.F_ RESTAURANT FIRE RISER ROOM CEILINGS BY TENANT COMPACTOR LOADING DOCK OPEN TO DECK ABOVE /1;" GAS METER ALCOVE FX -2A FX -2A FX -5 30,-4" FX -2A 0.4 CEILING LEGEND SKYLIGHT GLASS ABOVE WOOD VENEER OVER MDF INDICATES STOREFRONT BULKHEAD BY TENANT. AT EXISTING MALL AREAS PLEASE REFER TO TENANT CRITERIA MANUAL FOR HEIGHT REQ. SIGN CONTRACTOR WILL PROVIDE SHOP TO ARCHITECT PRIOR TO INSTALLATION. PROVIDE POWER FOR SIGN. AREA INDICATES (N) PAINT GYPSUM CEILING SEE REEL CEILING PLANS 2'X2' ACOUSTICAL CEILING TILE EXHAUST GRILLES EXHAUST FANS CEILING ACCESS PANEL LOCATION SEE REFLECTED CEILING PLAN 0 DOWN LIGHT FIXTURE • FWIAXTLULRMEOUNTED LIGHT EXIT SIGN 10 SPEAKER NOTE: 1. FOR CEILING NOTES SEE AR2.1-0 2. FOR LIGHT FIXTURE LEGEND SEE AR2.5—X BASE ON NEW STEEL SURVEY 4. SEE LIGHTING DRAWINGS FOR QUANTITY & TYPE OF FIXTURE. 5. CONTRACTOR TO COORDINATE HOOD LOCATION WITH TENANT IN THE FIELD. VERIFY FINAL DESIGN WITH WESTFIELD DESIGN AND TENANT COORDINATION. 6. SEE ELECTRICAL DRAWINGS FOR EMERGENCY LIGHT. 7. CONTRACTOR TO COORDINATE LOCATIONS OF THE CEILING FIXTURES WITH ARCHITECT. 0 1-6 RECESSED DOWNLIGHT RECESSED WALLWASHER ADJUSTABLE ACCENT LIGHT SURFACE—MOUNTED DECORATIVE FIXTURE WALL—MOUNTED DECORATIVE FIXTURE SWITCHED FLOOR OUTLET WALL MOUNTED LICHT FIXTURE FLUORESCENT STRIP LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE FROM EMERGENCY CIRCUIT N" LF -1 — LINEAR STAGGERED STRIP LIGHT LE -14 —COVE MOUNTED UPLICHT LF -5 — SURFACE MOUNTED SLOT LIGHT LF -5A —WALL MOUNTED SLOT LIGHT LF -12 —RECESSED FLUORESCENT LIGHT FX -17 PAINTED STEEL TUBE (MATCH FIXTURE) c LINEAR DIFFUSER (VERTICAL) LINEAR DIFFUSER (HORIZONTAL) =n1 SECURITY CAMERA CEILING—MOUNTED CHANDELIER OR PENDANT FIXTURE RECESSED SPRINKLER HEAD CEILING LEGEND CEILING NOTES SCALE: 1. ALL EXPOSED LOOSE WIRING AT EXPOSED CEILING CONDITIONS NEEDS TO BE PLACED IN RIGID CONDUIT. CONDUITS SHALL BE PLACED AS CLOSE AS POSSIBLE TO EACH OTHER SO TO NOT HAVE CONDUIT RUNNING IN AN UNCONTROLLED MANNER. 2. CONDUITS SHALL BE PLACED IN A PROFESSIONAL MANNER AND ROUTED AS MUCH AS POSSIBLE WITHIN/ABOVE CEILING PANELS AND NOT EXPOSED WITHIN THE OPEN CEILING OR STRUCTURE ABOVE. 3. IF ELECTRICAL CONTRACTOR HAS QUESTIONS AS TO ROUTING, PLACEMENT, LOCATION OR ANYTHING ELSE, HE SHOULD CONSULT WITH THE SITE ARCHITECT AND GC PRIOR TO ROUTING AND SETTING OF CONDUIT. 4. ALL EXPOSED PIPING AT EXPOSED CEILING CONDITIONS NEEDS TO BE PLACED AS CLOSE AS POSSIBLE TO EACH OTHER SO TO NOT HAVE PIPING RUNNING IN AN UNCONTROLLED MANNER. 5. PIPING SHALL BE PLACED IN A PROFESSIONAL MANNER AND ROUTED AS MUCH AS POSSIBLE WITHIN/ABOVE CEILING PANELS OR STRUCTURE ABOVE. 6. IF PLUMBING CONTRACTOR HAS QUESTIONS AS TO ROUTING, PLACEMENT, LOCATION OR ANYTHING ELSE, HE SHOULD CONSULT WITH THE SITE ARCHITECT AND GC PRIOR TO ROUTING AND SETTING OF PIPES. 7. COORDINATE LIGHTING LAYOUT WITH ELECTRICAL PLANS 1)00141 Iw ENLARGED REFLECTED CEILING PLAN LEVEL 1- AREA 1 SCALE: tTh 633 Southcenter Parkway Tukwila, WA., 98188-2888 206-246-0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWNG IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME, ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. 8297 ARCHITECT STATE OF WASHINGTON Consultants PERMIT/BID ADDENDUM Key Plan: No. Revision A PLAN CHECK REVISIONS A REVISION 'I' A ADDENDUM J Date 2006 AUGUST 21 2006 Sept. 26 2007 Feb. 5 REx.JIENFD FOR A CODE COMPLIANCE A Of umi REFLECTED CEILING PLAN LEVEL 1 AREA 1 Job No. 1129 Date 10-21-05 Scale AR2.1 4 D:11129_South_Center\03—Productfan\_Plt Flies \2007-02—D7 Addendum J\1129_SHFL AR02-01-04.dwg DATE: 02/07/07 7:15pm