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T-6" . 2'-11" <br />T.OS, <br />212`-9112" (REF) <br />x <br />- <br />= <br />I <br />i <br />= <br />s I <br />5X5X11 <br />T,0. PARAPET cl, <br />�- <br />�S � <br />I <br />f <br />CIO <br />UD.3 <br />I _ <br />S5X5 <br />S591-11 S591-05 <br />B.O,D, GRID_ <br />_l01/2" <br />198' (REF) <br />J <br />x <br />CIO <br />CIO <br />i <br />cn <br />U'3 <br />I <br />5X5X11 <br />' <br />A-*- <br />><r� <br />S591-11 <br />i I E <br />T.O.S. T. <br />183'-3" (REF) <br />E <br />W14x43 <br />I T' <br />I ) <br />r2 <br />I <br />t <br />HSS5X5X1/4 <br />S591-11 S591-05 <br />TY <br />HS <br />I I _ > HS <br />US <br />J,I <br />= I � <br />5X5X11 <br />3:� e-- >< C9 <br />x x Fo <br />4 <br />I F o <br />1 <br />S591-11 S591-05 <br />o ; <br />HSS5X 1l4 <br />� J <br />U3 <br />I <br />CAD <br />clo <br />I � � S�S5X5 <br />I � <br />v X ~ <br />co <br />cn <br />HSS5X5X1/4 Ih <br />5591 11 <br />6 <br />I <br />6 <br />It <br />cn <br />co <br />m. <br />X5X1/4 I <br />S591-11 <br />a <br />2-11SUPPORT FRAME - EAST <br />SECTION <br />SCALE: 3/16" =1'4' <br />SYM REVISION <br />A PFP SPAR PAINT BOOTH 1 AND 2 - IFC <br />B PFP SPAR PAINT BOOTH 1 AND 2 - !FP <br />BOT OF STL, <br />EL 128'-0" <br />PLATFORM <br />TOP OF GRATE, <br />EL 120'-91/2" <br />BY APPROVED <br />W5983281 HG RLT <br />W5983281 HG RLT <br />SUPPORTFRAME-NORTH <br />SECTION <br />SCALE: 3/16" =1'-0" <br />DATE SYM <br />11.19.19 r <br />11.19.19 <br />TYP <br />5/8" 0 PAINTEI <br />RODS W/COL <br />W14 GIRT <br />L <br />SCALE: 1" =1'-0" <br />DETAILANGLE TO COLUMN ATTACHMEN I <br />j <br />SCALE. 1" =1'-0" <br />S591-11 <br />Irk <br />S591-11 <br />HVAC DUCTWORK, <br />SEE 1IM499-05 <br />TYPICAL EXHAUST STACK SUPPORT <br />i <br />ENLARGED <br />R' PLANA& <br />TYP <br />W1 <br />PL1/2"x <br />(U.N.0.) <br />SHEAR <br />CONNE <br />SEE F/11 <br />T`P. SAG ROD BEAM <br />DETAIL r <br />SCALE: 1" =1' 0" <br />ANGLE TO GIRT ATTACHMENT <br />DETAIL <br />SCALE: 1" = V-0" <br />m <br />S591-11 <br />S591-11 <br />(E) COLUI <br />L5x3x3/8 <br />EACH FL <br />SCALE: 1" =1'-0" <br />UPPER EXHAUST STACK SUPPORT <br />ENLARGED FRAMING PLAN rB_'� <br />LEGEND <br />1. NOT USED. <br />GENERAL No-rES <br />1. EXHAUST STACK LOADS <br />GRAVITY: <br />TIONS DESIGN WEIGHT OF STACK = 30 PLF/STACK <br />SEISMIC: DESIGN FORCE PER ASCE CHAPTER 13 <br />ap = 2.5 <br />Rp = 6.0 <br />Fp = 0.482xWp = 35 PL.F/STACK (STRENGTH LEVEL) <br />WIND: 22.9xAf (PSF) = 35 PLF/S TACK (STRENGTH LEVEL) <br />2. ALL STEEL SHALL BE PRIMED AND PAINTED WITH NON -REFLECTIVE <br />PAINT. SEE ARCH SPECIFICATION FOR PAINTING REQUIREMENTS. <br />®� <br />s5 <br />1� PROVIDE VERTICAL SSL HOLES AT BOTTOM OF CHANNELS AT THIS <br />LOCATION ONLY. <br />2 LOCATE NEW SAG RODS AT MIDSPAN OF BEAM AND CONTINUE <br />RODS TO GIRT AT EL 164'-8", <br />LOCATE NEW SAG RODS AT DISTANCE OF 5'-6", 10'-6" AND 20`-10'° <br />FROM GRID LINE A.75. CONTINUE RODS TO GIRT AT EL 125-2", <br />4 ATTACH BEAM TO COLUMN PER DETAIL 2/S591-11 EACH END. <br />L ALIGN CHANNEL WITH CHANNEL ABOVE. <br />6 PROVIDE L4x4xl/4 BRACES BETWEEN GIRTS AND COLUMN. ATTACH <br />TO COLUMN AT GL A,75 AND TO GIRTS AT ±3-9" WEST OF GL A.75. <br />SEE DETAILS 4/S591-11 AND 5/S591-11. <br />LOWER1 <br />UST STACK SUPPORT <br />ENLARGED PLAN <br />6UALL: J/d" =1' U" RFA10-14, RFS161-14 S591-05 6UALL: J/6" = T-U' RFA10-14, RFS161-14 S591-05 I'malmall <br />PROJECT NO: 0012630.06 <br />DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE <br />\ A ACCEPTABILITY R. PINLAC 10,29,19 L I L W5983281 11,19.19 <br />} <br />THIS DESIGN AND/OR CHECKED <br />11.19.19 <br />SPECIFICATION IS APPROVED R. SECTIONS SHEET <br />ENGINEER TITLE PFP SPAR PAINT BOOTH AND 2 <br />S591 <br />APPROVED BY DEPT. DATE K. WITT 11.19,19 <br />CHECKED <br />® A. WARNER 11.19.19 <br />APPROVEDBUILDING 40-058 JOB NO. COMP NO. <br />R. PLUCINSKI 11,19.19 W5983281 <br />APPROVED <br />s R. THIRTYACRE 11.19.19 STRUCTURAL MASTER EVERET T, WA R. <br />NO. 40-058-S591-11 <br />