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w 1/4" GAP <br /> ' MAX (E) HANDRAIL TO 1/2 PCLR I HANDRAIL PER 5/S437 <br /> BE REMOVED AT <br /> CATWALK EXTENSION CHANNEL PERPLAN i FLOORFLO PL PER CL NOTCH & <br /> CHANNEL PER <br /> C. <br /> PL 1/4 2 '3/I" <br /> /. (3) 3/4"0 BOLTS PLAN I I UNISTRUT VIE <br /> ® 3"OC I I T/CATWALK <br /> (E) CATWALK PL AND BOLTS FLOOR PL NOTCH AT <br /> T/CATWALK ALIGN I PER C/5437 "I- <br /> :?;::R :2i \ <br /> UCAALK /O TWALK:,:::.—:::::::::-:::::::.::::: 2 1/2" ANGLE PERA <br /> R 1/4" <br /> E CA <br /> PLAN , a /_ / 437 I TYP <br /> CUT& CHIP MEW :e =! __ m `�� .`_�7 E <br /> I BM FLANGE -- N <br /> II 3/16 0.:22=,.2,/I%1; T I E UNISTRUT/2ZT.77..7 r711. <br /> PLAN CHANNEL PER ['. '. 3/16, G ` / I VIF < I <br /> CJP GRIND ✓ (E) WF BEAM CHANNEL PER (E) WF BEAM— 6 <br /> FLUSH, NS PLAN, TYP 1 1/2" �%` ilir <br /> SECTION A—A <br /> PL 1/2" <br /> SECTION AT CATWALK EXTENSION ( -A` 1 CHANNEL CONN AT (E) WF BEAM (3 1 CHANNEL-TO-CHANNEL CONN ( es 1 SECTION AT CATWALK EXTENSION (D <br /> SCALE: 1-1/2"=1'-0" SCALE: 1-1/2"=1'-0" SCALE: 1-1/2"=1'-0" SCALE: 1-1/2"=1'-0" <br /> 3S11 S437 3S11 S437 3S11 S437 3S11 S437 <br /> 42) <br /> Q (3) SIDES, <br /> _� 1/4 <br /> FLOOR PL PER STANDARD HANDRAIL F <br /> . • <br /> PLAN I PER 5/S437 HSS 6x2z5/16 PIPE PER MECH <br /> a x (E) W24 BM ANGLE PER 2/5437 <br /> j <br /> W/PIPE ANCHOR m <br /> T/STL MATCH OFFSET IN PER 10/S548, TYP ll <br /> I I DETAIL 1/S437 o ....................,,1 T/(E) STL (E) W14 COL I <br /> T/CATWALK T/STL < <br /> FLOOR PL 7/4 I Ji* � <br /> f!/ FLOOR PL <br /> T/CATWALK T L8x4x 1/2xCONT II -------_— <br /> L2x2x1/4zCONT CHANNEL PER i I <br /> PLAN CHANNEL PER I <br /> PLAN I' <br /> 3/16 3-12 I' 3/8�3-12 <br /> 3/16 <br /> 3-12 1 j L4x4x3/8x0'-3" <br /> (E) W24 BM T/(E) STL T l: I TOP & BOT <br /> I. <br /> NOTES: -y ..._.._..-.__._...__..._.... <br /> 1. SEE 0/S437 FOR NOTES: <br /> ADDITIONAL INFORMATION. " BOT OF CHANNEL :�/)•/!11/11.C; 1. SEE SNAL I FOR i .- � I <br /> FLUSH W/TOP OF ADDITIONAL INFORMATION. <br /> (E) W24 ri - <br /> (E) W24 BM <br /> DIAMOND PLATE SUPPORT PIPE ANCHOR SUPPORT AT WF STRENGTHENING DETAIL <br /> AT CATWALK EXTENSION n CATWALK EXTENSION WF STRENGTHENING DETAIL ANGLE-TO-COLUMN CONN <br /> SCALE: 1-1/2"=1'-0" SCALE: 1-1/2"=1'-0" SCALE: 1-1/2"=1'-0" SCALE: 1-1/2"=1'-0" <br /> 3S111S437 3S11 S437 3S11 5437 - S437 <br /> CL CL <br /> HOLE 12" MIN TOP OF DECK FLUTE I . <br /> DEMO HANDRAIL <br /> YE'-11 <br /> II (E) HSS POSTS • FLUSH W/ POST <br /> I I (E) HANDRAIL <br /> DECK WEB 80T OF DECK FLUTE PLAN VIEW I I I LJ CAP PL 1/4" <br /> E FACE OF (E) SEAL WELD <br /> POST, VIE T E HANDRAIL <br /> PENETRATION THROUGH TOP OF DECK FLUTE ES ES a � H�SIL2x2x1/4 ------------ /O --� <br /> CL 18" MIN CL 3/16 v <br /> lib ADJACENT HOLE CL NOTES: HSS2x2x1/4 •. <br /> 1. THIS DETAIL APPLIES TO ROUND ____ __--____ ' �[ POST,TYP �v A. <br /> ♦ -4 1\ <br /> j/ HOLES 5 6"0 CUT IN _+I , <br /> CONCRETE ON STEEL DECK I� <br /> WITHOUT ADDITIONAL SLAB I �� 3/4"- 13 II 1/6�7 1/2-12 3/16 _I (E) STEEL I����' �� I I C ES <br /> PEN_-•TION THROUGH DECK WEB REINFORCEMENT. CH RAISED I 1 EI/J Q MESH �'�� �� I <br /> AND/OR BOTTOM OF DECK FLUTE 2. NO PENETRATION SHALL CUT EXPANDED II /8 1 1/2-12 ' 4 `\ <br /> `` \ A E POST <br /> THROUGH THAN ONE 111 IIf METAL WELD TO CK II T&BJ I 5437 5437 , '' - t I () <br /> 10' WIDTH PERPENDICULAR TO 3. HORIZONTAL SPACING AND ��� ANGLES 0 / <br /> DIRECTION OF DECK SPAN MAXIMUM WIDTH LIMITATIONS 6" OC 'I -L1 1/2x1 1/2x1/4 <br /> INDICATED ARE APPLICABLE II 3 16' _—__-------- r-�1 <br /> D D D4 D BETWEEN ADJACENT SUPPORTSTEEL 1/4 V - II- / <br /> SUPPORTING BEAMS, WHETHERk 1 FACE OF (E) <br /> D2 I3 II) <br /> THE PENETRATIONS ALIGN OR 1 111, PIPE <br /> PENETRATION, (4)151 ES I� II <br /> POST,VIF HANDRAIL DETAIL r7� <br /> i I I t -� ARE OFFSET IN THE DIRECTION / <br /> OF THE DECK SPAN. SATM . ,. Z WHERE E <br /> 4. WHERE PENETRATIONS ARE CUT ��� OCCURS. 3/16 11 11Ili (E) HSS POST SCALE: 1 1/2"=1'-0" <br /> D1+D2+D3+D4+D5+D6 s: 24" AFTER CONCRETE IS PLACED, PROVIDE 1" & RAIL 3S11 5437 <br /> 24" MAXIMUM TOTAL WIDTH OF PENETRATIONS IN 10' WIDTH NCOT <br /> REINFORCING SHALL BE CLR. PLAN VIEW v <br /> SECTION A—A <br /> TYPICAL SLAB ON DECK t , ISSUED FOR <br /> PENETRATIONS r4� HANDRAIL DETAIL HANDRAIL DETAIL (6 1 16015th Avenue,Suite 1600 CONSTRUCTION <br /> SCALE: 1-1/2"=1'-0" SCALE: 1-1/2"=1'-0" SCALE: 3"=1'-0" Seattle,WA 98101 <br /> - S437 S437 S437 3S11 5437 206.622.5822 DESIGN :Yu KPFF DATE 06.27.2022 <br /> Www.koLcom <br /> DRAWN roATE sUBTRlE RRENF REVISION SYMBOL DALE <br /> s1n REVLSBN BY APPROVED DATE sYM REVISION BY APPROVES DATE �,pRlg ACCEPTABILITY B.RONW os.27.zozz STEEL DETAILS W5523782 ORIG 06.27.2022 - <br /> ORIG 767 VERTICAL PAINT BOOTH VEN11 ATION-PHASE 2W5523782 KPFF RHO 06.27.2022 `KV VF�eSN, 00 OFI DESIGN AND/OR L BERG 06.27.2022 - SHEET <br /> � A^ SPEgFlCA710N IS APPROVED <br /> BOE!/VG- t` " � ' ' APPROVED BY Dom' DATE LB EER RG 06.27.2022"� 767 VERTICAL PAINT BOOTH VENTILATION - PHASE 2 C^37 <br /> . ei � ` 2 JOB NO. 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