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0 lull <br />3'-8" 11'-6°' <br />W6x20 <br />SCALE: 1/4" =1'4' <br />SYM REVISION <br />A PFP SPAR PAINT BOOTH 1 AND 2 - IFC <br />B PFP SPAR PAINT BOOTH 1 AND 2 - IFP <br />S5y1-04 <br />RFA10-14, RFS161-14 5591-04 <br />BY <br />APPROVED <br />DATE <br />VY5983281 <br />HG <br />RLT <br />11.19.19 <br />VV5983281 <br />HG <br />RLT <br />1.1.19.19 <br />1 /4" <br />3" <br />1 1/2" <br />SCALE: V =1'-0" <br />GUARDRAIL POST, SEE <br />DETAIL 6/5591-04 <br />FE <br />SCALE: 1" =1'-0" S591-04 <br />PIPE 5 STD (TYP) <br />3 <br />TOP OF (E) ROOF <br />m. EL VARIES <br />TOP OF (E) STEEL <br />_,.._ EL VARIES <br />3/16 / <br />EA SIDE <br />PL1/4x7x7 BASE PLATE 1l4 ��� <br />NO TRAVERSE WELD <br />ACROSS BEAM TOP FLANGE <br />(E) VV21 <br />SCALE: 1" =1'-0" <br />S591-04 <br />SCALE: 1 "=1'-0" S591-04 <br />SYM I REVISION I BY I APPROVED <br />DATE <br />3 1 / I (E) W21 I (E) VV21 (E) VV21 <br />S591-04 <br />SCALE: 1/2" =1' 0" <br />CQATIAIC Adin CI IARnRAII NOT QWNAIN <br />SCALE: 1 "=1'-0" <br />WALL OR <br />OTHER BARRIER 8'-01, <br />-14 <br />(MAXIMUM) <br />PIPE11/2STD VERTICAL <br />3" GAP POSTS (TYPICAL) <br />OAXIMUIM) <br />/—PIPE1 1/2STD HORIZONTAL <br />RAILS (TYPICAL) <br />S591-04 <br />101, <br />I= <br />SCALE: 1 "=1'-0" <br />BEAM BEAM CONNECTION <br />NOT SHOWN <br />3/4" 0 BOLTS <br />(TYPICAL) <br />WP <br />r a BEAM <br />\-1 ® <br />��\ L31/201/2x3/8 <br />I � (TYPICAL) <br />BEAM WEB <br />(FLANGES NOT �9,y <br />SHOWN FOR �lF <br />CLARITY) <br />PL3/8 <br />IIA I! f <br />SCALE: 1"=1'-0° S591-04 <br />1" GAP FOR FLOOR SURFACE L—CONCRETE CURB <br />KICK PLATE (OMIT KICK PLATE) <br />2'-0" <br />Fl/%\/ED GUARDRAIL - (3) RAIL <br />DETAIL <br />SCALE: 112° =1'-0" <br />S591-04 <br />#. ACCEPTABILITY R. PINLAC <br />CHECKED <br />THIS DESIGN AND/OR <br />R. PINLAC <br />SPECIFICATION IS APPROVED <br />�. <br />ENGINEER <br />APPROVED BY <br />DEPT. <br />DATE <br />K. WITT <br />CHECKED <br />A. WARNER <br />53436 dap <br />IST� <br />�S�InNAL <br />1 0/2019 <br />APPROVED <br />R. PLUCINSKI <br />APPROVED <br />1 R. THIRTYACRE <br />REFERENCE DRAWINGS <br />0DRAWING INDEX <br />02-122-S2G & S2H STRUCTURAL GENERAL NOT] <br />LEGEND <br />= SPAN DIRECTION <br />= L4x4x1/4 BRACE. SEE DETAIL 1/S591-04 AND 2/S591-04 <br />LOW HIGH <br />® VERIFY WITH EQUIPMENT FRAME, ADJUST AS <br />REQUIRED. <br />GENERALNOTES <br />1. PLATFORM DESIGN LOADS. <br />GRAVITY: <br />DESIGN WEIGHT OF MECHANICAL EQUIPMENT m 3601 LB <br />GRATING PLATFORM LIVE LOAD = 60 PSF <br />SEISMIC: DESIGN FORCE PER ASCE CHAPTER 15 <br />0 0 2.0 <br />Rp = 2.5 <br />Fp = 0.576xWp =19.1 KIPS (STRENGTH LEVEL) <br />WIND: 23.7xAf (PSF) e 7.3 KIPS (STRENGTH LEVEL) <br />2. ALL STEEL SHALL DE PRIMED AND PAINTED WITH <br />NON -REFLECTIVE PAINT. SEE ARCH SPECIFICATION FOR <br />PAINTING REQUIREMENTS. <br />SEE 7/A540 FOR FIRE RESISTANT COATING AND FLASHING <br />REQUIREMENTS. <br />4. SEE SHEET S591-05 FOR ADDITIONAL INFORMATION AT <br />EXHAUST STACK SUPPORTS. <br />5. CONTRACTOR TO ATTACH EQUIPMENT TO FRAMING WITH MIN <br />(4) 5/6"0 DOLTS, (1) EACH CORNER, OR LARGEST THAT WILL FIT <br />YP EQUIPMENT DOLT HOLES, FILL ALL HOLES. CONTRACTOR TO <br />COORDINATE FINAL ATTACHMENT DESIGN WITH ENGINEER. <br />PROVIDE ENGINEER WITH FINAL EQUIPMENT SUBMITTAL <br />INDICATING BOLT SIZE AND LOCATION AND USE OF VIBRATION <br />ISOLATING SPRINGS. <br />CONSTRUCTION <br />1. PAR/DURR TO VERIFY DIMENSIONS AND ELEVATION OF <br />DUCT SUPPORT FRAME AND PROVIDE APPROVAL PRIOR <br />TO INSTALLING FRAMING, <br />L/ CONTRACTOR TO VERIFY THE FINAL W6x20 BEAM <br />LOCATION BASED ON EQUIPMENT ANCHORAGE <br />LOCATIONS. <br />WITH <br />.TS AT G <br />A FOR ADDITIONAL INFORMATION <br />