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10" (4) 9/16" HOLE 1/4"GAP EACH LEGEND <br /> 3/8V • THRU FOR 1/2" SIDE OF PIPE M 1/8 <br /> _ _ BOLT (4" <br /> or <br /> , <br /> ®I EMBED) <br /> _ j FLAT BAR, 1/8"THK x 2" <br /> `_, WIDE, BEND AS SHOWN <br /> 3/8" PL 1/8 V 12° <br /> I.,a GROUTING t (MAX) <br /> �� 5 2x2x1/4"ANGLE <br /> pS-11 BASE M578-05 STRUCTURAL© --41111111111 <br /> / <br /> HSS 5x4x3/8" PLATE DETAIL SUPPORTS Svxx <br /> LLV (TYP) P SEE TABLE <br /> 11=11.11111/4 FS-1. TYPE 1 <br /> SEE PS-4 FOR " <br /> TYPICAL SHOE ,/4 I GENERAL NOTES <br /> ; 1/4 P 1/4"GAP EACH IIR ADJJUS ABLEHAN1. DESIGN LOADS AND MOMENTS INDICATED FOR EACH <br /> 14"HPS 117071 <br /> -- cal 1/4 SIDE OF PIPE <br /> 1/4 -44 (ANVIL FIG. 260) SUPPORT ARE WORST CASE CONDITIONS AND ARE NOT <br /> /4 NECESSARILY APPLIED TOGETHER. <br /> © �11,1140,ILL.4x4x1 <br /> (EACH SIDE) C W <br /> M578-05 H B-LINE 92400 MITER STRUCT STL TOP BEAM AT CONC CHAMFER EMBED <br /> "i -2 1/2" STRAP ,B-UNE 8-409 PIPE SIZE ROD SIZE MAX LOAD LBS �' PLATE,AS REQUIRED FOR PS-2 SUPPORT INSTALLATION, <br /> FF -- _. _ -- I�SINGLE CHANNEL 2 & LESS 3/8 610 TYP ALL PS-2 PIPE SUPPORT LOCATIONS, <br /> 1 RACKET <br /> 4" 5/8" 1800 <br /> . 1/4 <br /> TYP 1/4 w c y 1/4 V FS-2 <br /> END VIEW SIDE VIEW FS-1.TYPE 2 FIELD SUPPORT - HANGER <br /> DESIGN LOADS: z x <br /> Fx = 700 lb PS-11 <br /> FS-1 TYPES 1 & 2 <br /> Fy= 50 lb PIPE SUPPORT - HORIZONTAL RESTRAINT FIELD SUPPORT - SMALL BORE PIPE <br /> Fz = 5,250 lb <br /> "A ANGLE "A ANGLE REFERENCE DRAWINGS <br /> mili .I'� <br /> "C" r- „C° r <br /> STANDARD U-BOLT Ma <br /> WITH DOUBLE NUTS CONSTRUCTION NOTES <br /> "GRINNELL" <br /> FIG. 157 OR EQUAL(TYP) 1 ® , SMALL BORE PIPE SUPPORTS MAY BE INSTALLED WITH <br /> PIPE SHALL BE LOOSE <br /> UNLESS NOTED OTHERWISE 'C" 2x2x1/4"ANGLE IRON BRACKETS AND U-BOLTS IN <br /> PLAN PLACE OF USING STRUT BRACKETS AND PIPE STRAPS. <br /> PIPE GAPS,AS SHOWN IN SUPPORT SCHEDULE(S)ARE <br /> STILL REQUIRED. <br /> "A ANGLE [ 1/4"THICK 2"WIDE WEAR PLATE LENGTH TO MATCH <br /> NOTE: LONG LEG OF ANGLE TO BE VERTICAL CLAMP. MATCH DRILL PLATE TO CLAMP HOLE LOCATIONS <br /> AND DIAMETER AND INSTALL W/CLAMP STANDARD <br /> "A"ANGLE SIZE (SEE NOTE 2) SPRING NUTS AND BOLTS. ROUND OVER EDGES OF <br /> PIPE SIZEB = 1' B = 2' O" B = 3'-0" C PLATE TO PREVENT GOUGING OF PIPE. <br /> UP TO 2" L3"x2"x3/8" L3"x2"x3/8" L3"x2"x3/8" 3/8" SECURE WITH 3/16"WELD (EA SIDE OF CHANNEL <br /> 3' L3"x2"x3/8" L3"x2"x3/8" L6"x4"x5/8" 5/8" BRACKET) TO EMBED PLATE, OR WITH (2) 1/2" <br /> STAINLESS STEEL ANCHORS (EMBED OF 3-1/2")AND <br /> EPDXY ANCHOR SYSTEM (IF NO EMBED PLATE IS <br /> F - AVAILABLE. <br /> FIELD SUPPORT- HANGER <br /> ISSUED FOR PERMIT AFOFFMAN <br /> N G I N EEA S <br /> PIPE SUPPORT DETAILS 08 22 12 ph 206.MAv""u".20032.3 WA 9810, <br /> M1 31 RNAven Ie,2pN BOOIIS <br /> prollm <br /> ' SCALE: NONE M578-2 ' ..,mo.,;.—p <br /> SYM REVISION �, APPROVED DATE SYM �%�� DATE DRAWN TATE SUBRRE CURRENT REVISION SYN80L DATE N <br /> ,�E� soy, ACCEPTABILITY R.LEITNER 08.22.12 STEAM UPGRADES PIPE SUPPORT DETAILS 11578401 ORIG 08.2 .12 <br /> ORIG SITE-BRIDGE TO 40-021 -STEW UPGRADES 11578401 CEI/MS MS 08.22.12 <br /> G ej THIS DESIGN ANO/OR <br /> '� r -• SPECIFICATION IS APPROYID B.IPSEN 08.22.12 SHEET S <br /> ce)LATASIE,AW* <br /> yNWN° TIRE SITE- BRIDGE TO 40-021 - STEAM UPGRADES <br /> /�i? APPROVED BY DEPT. GATE CEI <br /> 08.22.12 M578-03 9' 02 <br /> CHECKED <br /> it i'' M.SOTURA 08.22.12 SITE 40—YD 11578401 g <br /> �/yt T....,.r, JOB N0. N0. <br /> lik:\icriAL ON APPROVED MECHANICAL MASTER EVERETT, WA ORG ND 45-YD-M578-03 <br />