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5 - (E) HANDRAIL TO BE REMOVED AT <br />FACE OF (E) <br />HANDRAIL POSTS <br />FACE OF CHANNEL- <br />Ii <br />w <br />T/CATWALK <br />FLOOR PL <br />OOR PL PER PLAN <br />4" MAX GAP <br />ANNEL PER PLAN <br />T OF CHANNEL <br />IGNS WITH (E) TOP <br />STEEL BEYOND <br />SECTION AT CATWALK EXTENSION A <br />SCALE: 1-1/2"=1'-0" 3S11 S437 <br />FL <br />1/ <br />CH <br />BO <br />AL <br />OF <br />PLAN VIEW A -A <br />1" OVERLAP OF <br />PL AND CHANNEL <br />FLOOR PL PER <br />PLAN <br />T/CATWALK <br />FLOOR PL <br />EDGE OF CHANNEL <br />BELOW <br />TRIM PL 1/4" CLR <br />OF HSS POST, TYP <br />-STANDARD HANDRAIL <br />PER 5/S437 <br />-A <br />T/STL <br />L2x2x 1 /4xCONT <br />CHANNEL PER <br />PLAN <br />3/16 3-12 <br />3/16 3-12 (E) W10 BELOW, <br />�� WHERE OCCURS <br />DIAMOND PLATE SUPPORT <br />AT CATWALK EXTENSION <br />SCALE: 1-1 /2"=1 '-O" 3S 11 S437 <br />CL CL <br />HOLE 12" MIN TOP OF DECK FLUTE <br />i <br />DECK WEB BOT OF DECK FLUTE <br />PENETRATION THROUGH TOP OF DECK FLUTE <br />NOTES: <br />1. THIS DETAIL APPLIES TO <br />CL 18" MIN �L ROUND HOLES S 6"0 CUT IN <br />0 ADJACENT HOLE C CONCRETE ON STEEL DECK <br />WITHOUT ADDITIONAL SLAB <br />REINFORCEMENT. <br />2. NO PENETRATION SHALL CUT <br />THROUGH MORE THAN ONE <br />PENETRATION THROUGH DECK WEB DECK WEB. <br />AND/OR BOTTOM OF DECK FLUTE 3. HORIZONTAL SPACING AND <br />/ MAXIMUM WIDTH LIMITATIONS <br />INDICATED ARE APPLICABLE <br />10' WIDTH PERPENDICULAR TO BETWEEN ADJACENT <br />DIRECTION OF DECK SPAN SUPPORTING BEAMS, WHETHER <br />THE PENETRATIONS ALIGN OR <br />p D3 D i D6 ARE OFFSET IN THE DIRECTION <br />OF THE DECK SPAN. <br />D D 4. WHERE PENETRATIONS ARE <br />�I CUT AFTER CONCRETE IS <br />_ PLACED, NO REINFORCING <br />D1 +D2+D3+D4+D5+D6s 24" SHALL BE CUT. <br />24" MAXIMUM TOTAL WIDTH OF PENETRATIONS IN 10 WIDTH <br />TYPICAL SLAB ON DECK <br />PENETRATIONS <br />SCALE: 1-1 /2"=1 '-O" - S437 <br />SYM <br />REVISION <br />BY <br />APPROVED <br />DATE SYM <br />ORIG <br />767 VERTICAL PAINT BOOTH VENTILATION - PHASE 2 W5523782 <br />KPFF <br />EHG <br />06.27.2022 <br />A <br />757 VERTICAL PAINT BOOTH - PHASE 2 - ADD. 1 W5523782 <br />KPFF <br />EHG <br />09.28.2022 <br />B <br />767 VERTICAL PAINT BOOTH - PHASE 2 PERMIT W5523782 <br />KPFF <br />EHG <br />10.28.2022 <br />CATWALK EXTENSION. DO NOT DAMAGE <br />(E) BENT PL BEAM OF CATWALK <br />CUT {E) L1 x1 AS REQUIRED, DO NOT <br />DAMAGE (E) BENT PL BEAM OF CATWALK <br />EXTEND BENT PL OVER (E) CATWALK <br />FRAMING <br />�I <br />N <br />T/(E) CATWALK <br />-H (E) BENT PL <br />ff � PLATFORM <br />f3 <br />(E) STIFFENER <br />i BEYOND <br />(E) BENT PL BE <br />(E) HSS2x2 HANDRAIL <br />� EXTENDS UNDER <br />CATWALK <br />ES <br />L TO HSE <br />RAISED A <br />EXPANDED METAL <br />I� <br />ADJACENT C12 <br />AND SHEAR PL <br />BEHIND <br />�II <br />ill <br />I II <br />I II <br />I f' <br />CHANNEL PER <br />PLAN - <br />ALIGN END OF C12 <br />WITH CL (E) BEAM <br />NOTIFY ENGINEER <br />OF ANY CONFLICTS <br />WITH (E) PLATE <br />T/ STEEL <br />1/4 \ <br />T/(E) STEEL <br />(E) W10x33 <br />(4) SIDES <br />CHANNEL CONK AT E WE BEAM B <br />SCALE: 1-1 /2"=1 '-O" 3S 11 S437 <br />4'-0" MAX <br />----- - - - - - - -----m- <br />TYP AT <br />PLAN VIEW HSS RAIL <br />SPLICE <br />HANDRAIL DETAIL <br />SCALE: 1-1 /2"=1 '-0" <br />HSS2x2x1/4 <br />RAI L <br />HSS2x2x1/4 <br />POST <br />"%DRAIL PER 5/S43_� <br />_MO (E) EXPANDED <br />=TAL <br />\A CONN <br />1/4 <br />D <br />S437 S437 <br />(3) 3/4" 0 BOLTS <br />II <br />\� @ 3„ OC <br />�4 CHANNEL PER <br />/ (E) HANDRAIL POST PLAN <br />2 3/ <br />II <br />3/16 (E) CONDUIT VIE <br />A <br />S437 S437 <br />SCALE: 1-1/2"=1'-O" 3S11 S437 SCALE: 1-1/2"=1'-0" <br />SPLICE L <br />W/FULL <br />DEPTH PJP <br />WE STRENGTHENING DETAIL <br />SCALE: 1-1 /2"=1 ' -0" <br />T/GUARDRAIL <br />PI <br />cy II <br />w ,In <br />o <br />N <br />L1 1/2x1 1/2x1/4 <br />T/HAND RAI L <br />I; 1 /8 1 1 /2-12 <br />N �JII� <br />DR <br />COLUMN. <br />3S11 S437 <br />HANDRAIL PER 5/S437 <br />FLOOR PL PER <br />PLAN <br />T/CATWALK <br />FLOOR PL <br />ANGLE PER <br />E/S437 <br />1 /2° <br />c <br />EDGE OF (E) <br />BEAM <br />-A <br />BENT PL 5/16", EXTEND LEG <br />1/2" PAST EDGE OF (E) COL <br />FLANGE <br />ANGLE PER 1/S437 <br />(E) BOLTS BEHIND <br />\1 <br />4 <br />B <br />(E) 7/8"0 BOLTS <br />(E) W24 BM <br />WE STRENGTHENING DETA I L <br />ANGLE -TO -COLUMN CONN <br />SCALE: 1-1 /2"=1 ' -0" <br />CAP PL 1/4 <br />HANDRAIL STEPS UP <br />7\ <br />TO MAINTIN <br />GUARDRAIL HEIGHT AT <br />NEW CATWALK <br />)4z <br />CL NO] CH & <br />UNISTRUT VIE <br />NOTCH AT <br />UNISTRU T <br />R 1/4" <br />TYP <br />SECTION A -A <br />S437 S437 <br />2" RETURN <br />5/16 \T&B <br />(2) 3/4"0 BOLTS IN <br />HORIZ SSLT HOLES, <br />FINGER TIGHT, JAMB <br />NUT <br />COPE ANGLE LG 3" <br />WIDE x 6" LONG <br />MAX AS REQUIRED <br />AT (E) BOLTS <br />(E) W14 COL <br />3/16 1\ <br />DEMO HANDRAIL <br />FLUSH W/ POST <br />O � REMOVE (1/8 1 1/2-12 <br />E) <br />z CAP PL 1/4 <br />3/1 6 �% <br />1 , <br />HANDRAIL <br />F_� BETWEEN POSTS SEAL WELD <br />L1 1 /2x 1 1 /2x 1 /4 - - - - - - - - - L J,. (E) STEEL <br />3/4"- 13 CH 1 FACE OF (E) MESH <br />RAISED EXPANDED - 3/16" POST, VIF <br />METAL TACK w L111 xx8 ALL SIDES <br />WELD TO ANGLES /` <br />@ 6" OC II I/CATWALK 11 f (E) RAIL BELOW <br />PIPE PENETRATION, FLOOR PL PLAN VIEW HANDRAIL DETAIL <br />S4371S437 <br />ivv i otoe MV'IlU�, .�wic ivvv <br />PROFESSIONAL STAMP &. SIGNATURE Seattle, WA98101 <br />APPLIES TO WORK WITHIN THE CLOUDED 206,622.5822 <br />RFVISION AREAS ONLY AS INDICATED www.kpff.com <br />(E) POST <br />ba 66 <br />fFFF <br />1F' <br />�c <br />j.-1 <br />. <br />A <br />4 <br />-IS437 <br />ES <br />3S111S437 <br />