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HOLE <br />1/4" GAP <br />MAX (E) HANDRAIL TO COPE <br />BE REMOVED AT 1/2" CLR <br />CATWALK EXTENSION CHANNEL PER <br />PLAN <br />ALIGN (E) CATWALK PL AND BOLTS <br />T/CATWALK STRUCTURE PER C/S437 <br />FLOOR PL <br />H <br />in <br />FLOOR PL PER TX(E) CATWALK N <br />PLAN <br />CUT & CHIP <br />BM FLANGE <br />CHANNEL PER <br />PLAN L -1 <br />CJP GRIND <br />FLUSH, INS <br />8" <br />SECTION AT CATWALK EXTENSION <br />SCALE: 1-1 /2"=1 '—O" <br />FLOOR PL PER <br />PLAN <br />T/STL <br />T/CATWALK <br />FLOOR PL <br />L2x2x 1 /4xCONT <br />3/16 3-12 <br />3/16 3-12 <br />DIAMOND PLATE SUPPORT <br />AT CATWALK EXTENSION <br />SCALE: 1-1 /2"=1 '—O" <br />CL CL <br />12" MIN /— TOP OF DECK FLUTE <br />DECK WEB BOT OF DECK FLUTE <br />PENETRATION THROUGH TOP OF DECK FLUTE <br />3S111S437 <br />STANDARD HANDRAIL <br />PER 5/S437 <br />MATCH OFFSET IN <br />DETAIL 1/S437 <br />CHANNEL PER <br />PLAN <br />3S111S437 <br />ITO ADJACENT HOLE CLI <br />NOTES: <br />1. THIS DETAIL APPLIES TO ROUND <br />HOLES S 5"0 CUT IN <br />CONCRETE ON STEEL DECK <br />WITHOUT ADDITIONAL SLAB <br />PENETRATION THROUGH DECK WEB <br />REINFORCEMENT. <br />AND/OR BOTTOM OF DECK FLUTE <br />2. NO PENETRATION SHALL CUT <br />THROUGH MORE THAN ONE <br />DECK WEB. <br />10' WIDTH PERPENDICULAR TO <br />3. HORIZONTAL SPACING AND <br />DIRECTION OF DECK SPAN <br />MAXIMUM WIDTH LIMITATIONS <br />INDICATED ARE APPLICABLE <br />D D D4 D <br />BETWEEN ADJACENT <br />SUPPORTING BEAMS, WHETHER <br />D <br />D <br />THE PENETRATIONS ALIGN OR <br />ARE OFFSET IN THE DIRECTION <br />OF THE DECK SPAN. <br />D1 +D2+D3+D4+D5+D6S 24" <br />4. WHERE PENETRATIONS ARE CUT <br />AFTER CONCRETE IS PLACED, <br />24" MAXIMUM TOTAL WIDTH OF PENETRATIONS IN 10' WIDTH <br />NO REINFORCING SHALL BE <br />CUT. <br />TYPICAL SLAB ON DECK <br />PENETRATIONS <br />4 <br />SCALE: 1-1/2"=1'—O" <br />- <br />S437 <br />SYM <br />REVISION <br />BY <br />APPROVED <br />DATE <br />SYM <br />ORIG <br />767 VERTICAL PAINT BOOTH VENTILATION - PHASE 2W5523782 <br />I KPFF I <br />EHG <br />106.27.20221 <br />ES <br />PL 1/2" <br />QD <br />T/ STEEL <br />i T/(E) STEEL <br />3/16 <br />3/16 <br />(E) WF BEAM <br />CHANNEL CONN AT E WF BEAM <br />SCALE: 1-1/2"=1'-O" 3S11 S437 <br />HSS 6x2x5/16 <br />1/4 <br />2 <br />PL 1/4 3/ " <br />0 <br />o <br />U) I <br />a <br />biw <br />a_m <br />1ANNEL PER <br />AN, TYP <br />CHANNEL —TO —CHANNEL CONN <br />SCALE: 1-1 /2"=1'—O" <br />Detail and structural <br />— sheet shown for <br />reference only <br />PIPE PER MECH xx (E) W24 BM <br />W/ PIPE ANCHOR <br />PER 10/S548, TYP <br />0 <br />I <br />T/STL It <br />T/CATWALK <br />FLOOR PL L8x4x1/2xCC <br />CHANNEL PER <br />PLAN <br />(E) W24 BM <br />T/(E) STL <br />NOTES: <br />1. SEE D/S437 FOR <br />ADDITIONAL INFORMATION. BOT OF CHANNEL <br />FLUSH W/ TOP OF <br />(E) W24 <br />PIPE ANCHOR SUPPORT AT <br />CATWALK EXTENSION <br />SCALE: 1-1/2"=1'-O" 3S11 S437 <br />------�------�� <br />PLAN VIEW <br />HANDRAIL DETAIL <br />SCALE: 1-1 /2"=1'—O" <br />HSS2x2x1/4 <br />RAI L <br />HSS2x2x1/4 <br />POST, TYP <br />3/4"- 13 <br />I <br />li 1/8 1 1/2-12 <br />CH RAISED <br />EXPANDED <br />II 1/8 <br />1 1/2-12 <br />METAL TACK <br />WELD TO <br />ANGLES <br />L1 1/2x1 1/2x1/4 <br />6" OC <br />PIPE <br />L1xlx1/8 <br />PENETRATION, <br />4 SIDES <br />( ) <br />WHERE <br />OCCURS. <br />PROVIDE 1" <br />C LR. <br />SECTION A -A <br />S437IS437 <br />REVISION BY APPROVED DATE <br />BOE/A " <br />WF STRENGTHENING DETAIL <br />SCALE: 1-1 /2"=1 '—O" <br />HANDRAIL DETAIL <br />SCALE: 3"=1'—O" <br />rARIP ACCEPTABILITY B. RONIA <br />i �aF WASkVN 0THIS DESIGN AND/OR CHECKED <br />0 <br />SPECIFICATION IS APPROVED L. BERG <br />APPROVED BY DEPT. DATE L. BERG <br />CHECKED <br />L. BERG <br />CHANNEL PER <br />(3) 3/4"0 BOLTS PLAN <br />® 3" OC <br />3/16 (E) CONDUIT VIF <br />3/16 <br />3/16 N 2-12 <br />T/(E) CATWALK 3/16 2-12 <br />(E) UNISTRUT / <br />VIF <br />(E) WF BEAM <br />3S111S437 <br />)R <br />DRMATION. <br />3S111S437 <br />HSS POSTS <br />AIL <br />OF (E) <br />F, VIF <br />(E) W14 CC <br />HANDRAIL PER 5/S437 <br />FLOOR PL PER <br />PLAN <br />T/CATWALK <br />FIOOR PI <br />1/2" ANGLE PER <br />E/S437 <br />A -A <br />c <br />CL NOTCH & <br />UNISTRUT VIF <br />NOTCH AT <br />UNISTRUT <br />R 1/4" <br />TYP <br />SECTION A -A <br />SECTION AT CATWALK EXTENSION <br />SCALE: 1-1 /2"=1'-0" <br />(E) S1 <br />MESH <br />OF (E) <br />VIF HANDRAIL DETAIL <br />HSS POST SCALE: 1 1/2"=1'-0" <br />AIL <br />1Tff <br />l(�6 1601 5th Avenue, Suite 1600 <br />3S 1 1LS437 Seattle, WA98101 <br />206.622.5822 <br />www.kpff.com <br />DATE SUBTITLE <br />06.27.2022 STEEL DETAILS <br />06.27.2022 <br />TITLE 767 VERTICAL PAINT BOOTH VENTILATION — PHASE 2 <br />06.27.2022 <br />06.27.2022 BUILDING 40-051 <br />06.27.2022 <br />3S111S437 <br />FLUSH W/ POST <br />ES <br />2/S437 <br />-3" <br />17 <br />3SIlIS437 <br />ISSUED FOR <br />CONSTRUCTION <br />DESIGN BY KPFF DATE 06.27.2022 <br />STRUCTURAL MASTER EVERETT, WA <br />REVISION SYMBOL DA <br />W5523782 0 R Is <br />S437 <br />W5523782 I <br />cc <br />40-051—S437 <br />06.27.2022 <br />