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ti <br /> ,K 1/4" GAP <br /> MAX (E) HANDRAIL TO 1/2"PCLR I HANDRAIL PER 5/S437 <br /> BE REMOVED AT <br /> CATWALK EXTENSION CHANNEL PER -i I <br /> I PLAN CHANNEL PER FLOOR PL PER <br /> I �pLAN CL NOTCH & <br /> c PL 1/4 2 3/'" (3) 3/4"0 BOLTS PLAN I I UNISTRUT VIE <br /> ALIGN I (E) CATWALK PL PERA D BOLTS <br /> S \ ® 3" OC I I FLOOR PL NOTCH AT <br /> UNISTRUT <br /> T/CATWALK k STRUCTURE T/ STEEL ��,:�.� 3/16 (E) CONDUIT VIF <br /> FLOOR PL D <br /> [ I wart.... <br /> 3/16 3/16 2- <br /> I' in T/(E) STEEL ., a� .. T/(E) CATWALK 3 16 2-1212 ANGLE PER 111- <br /> R 1 4 <br /> FLOOR PL PER T/(E) CATWALK <br /> •i I h I I <br /> PLAN a� E/5437 TYP <br /> ( CUT& CHIP :: F 'yam..__'.,,l <br /> E BM FLANGE I ��� - a <br /> E :: 3/16, L',Ii'Y%r'2 (E) UNISTRUT m.. ..... L,. <br /> CHANNEL PER N <br /> PLAN [ NM 3/16, r LZJ <br /> Li AliNk 6" <br /> / (E) WF BEAM J <br /> CJP GRIND f (E) WF BEAM r? CHANNEL PER/ �,1 1/2" =,�. v <br /> FLUSH, NS ri -V PLAN, TYP �! <br /> 8" <br /> — SECTION A-A <br /> PL 1/2" <br /> SECTION AT CATWALK EXTENSION CHANNEL CONN AT (E) WF BEAM (3 CHANNEL-TO-CHANNEL CONN SECTION AT CATWALK EXTENSION <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 /> (3) SIDES, <br /> r,/ 1/4 TYP <br /> FLOOR PL PER jj <br /> PLAN I STANDARD HANDRAIL ANGLE PER 2/S437 <br /> PER 5/S437 HSS 6x2x5/16 PIPE PER MECH (E) W24 BM <br /> W/PIPE ANCHOR E I <br /> T/STL MATCH OFFSET IN PER 10/5548,TIP o T/(E) STL ..____._......._................_._ <br /> II <br /> DETAIL 1/5437 I -I T7177%..............' <br /> E W14 COL <br /> T/CATWALK I I T/STL ! <br /> FLOOR PL .- <br /> 1/4 I I �/ - • <br /> • <br /> --------- <br /> I I T/CATWALK t • <br /> L8x4x1/2xCONT <br /> FLOOR PL <br /> L2x2x 1/4xCONT CHANNEL PER • <br /> PLAN CHANNEL PER <br /> PLAN • <br /> 3/16 3-12 3/8 3-12 <br /> 3/16 3-12 (E) W24 BM L4x4x3/8x0'-3" <br /> T/(E) STL I: ,� I TOP & BOT <br /> NOTES: G NOTES' <br /> 1. SEE D/5437 FOR • 1 SEE 3/S437 FOR 3 <br /> ADDITIONAL INFORMATION. BOT OF CHANNEL -.. - .lL.l111 ADDITIONAL INFORMATION. <br /> Li FLUSH W/TOP OF I <br /> (E) W24 n A <br /> (E) W24 BM <br /> DIAMOND PLATE SUPPORT PIPE ANCHOR SUPPORT AT WF STRENGTHENING DETAIL <br /> AT CATWALK EXTENSION (E CATWALK EXTENSION WE STRENGTHENING DETAIL (2 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 S437 - S437 <br /> 4'-0" MAX <br /> CL CL <br /> HOLE—...,,,/ 12" MIN /—TOP OF DECK FLUTE /� <br /> J ! � 3q/�� (E) HSS POSTS • DEMO HANDRAIL <br /> ? <br /> ,I 1 & RAIL (E) HANDRAIL FLUSH W/ POST <br /> PLAN VIEW II ) CAP PL 1/4" <br /> DECK WEB BOT OF DECK FLUTE II FACE OF (E) SEAL WELD <br /> POST, VIF T/(E) HANDRAIL <br /> PENETRATION THROUGH TOP OF DECK FLUTE ES A A HSS2x2x1/4 Sr <br /> CL 18" MIN CL 3/16 ES W RAIL ��-'��� ��22� ---- <br /> It ADJACENT HOLE 1.N THIS <br /> ES TAI6"OAPPLIES <br /> PLI SNTO ROUND -- --- ��r• POST,ES: I2TYP 4 * ..�'�OO. ''3 \ <br /> CONCRETE ON STEEL DECK 3/18 `O (E) STEEL , . : ' i `/ES <br /> WITHOUT ADDITIONAL SLAB I I 3/4"-CH 13 II \ i/8 1 1/2-12 7 MESH ������� ''i I I I ` <br /> 2. NOINPENEETRA O SHALL CUT rip <br /> EXPANDED II V DOO (E) POST <br /> PENETRATION THROUGH DECK WEB 1/8 1 1/2-12 <br /> AND/OR BOTTOM OF DECK FLUTE ����� <br /> THROUGH MORE THAN ONE i 1 ' METAL TACK IIT&B S437 S437 ,--A/' - <br /> DECK WEB. ■ WELD TOL w1/10' WIDTH PERPENDICULAR TO 3. HORIZONTAL SPACING AND ��� ANGLESDIRECTION OF DECK SPAN MAXIMUM WIDTH LIMITATIONS 6" OC 7 L1 1/2x1 1/2x1/4INDICATED ARE APPLICABLE ((""�� i; I 3/16" r�ID D D4 D BETWEEN ADJACENT STEEL J"1 4 I �� - II nSUPPORTING BEAMS, WHETHER SUPPORT / / 1/ <br /> rDZ -DSITHE PENETRATIONS ALIGN OR1 , PIPE qL1x1x1/8 ':I POST, VIF(E) HANDRAIL DETAILARE OFFSET IN THE DIRECTION 1 � I PENETRATION, II (q) SIDES IIOF THE DECK SPAN. I�R� �� �■I- WHERE <br /> D1+D2+D3+Dq+D5+Dg5 24" 4. WHERE PENETRATIONS ARE CUT OCCURS. 3/16 'I (E) HSS POST SCALE: 1 1/2"=1'-0" 3S11 S437 <br /> AFTER CONCRETE IS PLACED, PROVIDE 1" & RAIL <br /> 24" MAXIMUM TOTAL WIDTH OF PENETRATIONS IN 10' WIDTH NO REINFORCING SHALL BE CLR. " <br /> CUT PLAN VIEW <br /> . <br /> SECTION A-A <br /> TYPICAL Si AB ON DECK " ' \ ISSUED FOR <br /> PENETRATIONS HANDRAIL DETAIL (5� HANDRAIL DETAIL (6 1 1601 5th Avenue,Suite 1600 CONSTRUCTION <br /> SCALE: 1-1/2"=1'-O" SCALE: 1-1/2"=1'-0" SCALE: 3"=1'-0" Seattle,WA 98101 <br /> - S437 S437 S437 3S11 S437 206.622.5822 DESIGN BY KPFF DATE 06.27.2022 <br /> . �/ \./ �� www.kp8.com <br /> STM REV6gN 8$ APPROVED DATE SYM REV610N BY APPROVED DATE DRAWN DATE SUBTTRE 1CURREM REVSR]N SYMBOL DATE <br /> OR ACCEPTABILITY B.RONA 06.27.2022 STEEL DETAILS W5523782 ORIG 06.27.2022 <br /> ORIG 767 VERTICAL PAINT BOOTH VENTILATION-PHASE 2W5523782 KPFF EHG 06.27.2022 \e6 pF�ASy�N p0 , 7HIS DESIGN AND/OR CHECKED BE " 06.27,2022 - SHEET ' <br /> • AroEiivc t Vp'1 aEPHASE 2 S437 <br /> ® �•h `F+�._` APPROVED BYN DEFT MTE L.BERG o6.27.2022 767 VERTICAL PAINT BOOTH VENTILATION <br /> -ate ., . ems-r 1 4. APPROVED 6 40-051 B NO. <br /> _- W �°. <br /> nn,� <br /> ° 2'2022 -BUI <br /> . r ... __,, ':. _._ . ...E., OROE '�'„16�2Z2022 L.. .. <br /> 5523 8 <br />