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(P-1 <br /> Y TYP} 1/4 g"� HSS 5x4x3/8 LLFt <br /> STRUCTURAL EXIST BLDG <br /> EMBED �/4TYP COLUMN 1 O (TYP) <br /> t 1/4 <� GENERAL NOTES <br /> -PLATE <br /> PLATE 1. DESIGN LOADS AND MOMENTS INDICATED FOR EACH <br /> -8" TY <br /> OLD 1/4 _1 <br /> POSITION), TYP - 1 r _ <br /> BOTH SIDES o' -7� SUPPORT ARE WORST CASE CONDITIONS AND ARE <br /> HSS 4x4x3/8" STRUCTURAL EMBED 14"HPS '�- - i� NOT NECESSARILY APPLIED TOGETHER. <br /> PLATE SEE(M i - <br /> I---�--. . 1/4"0 WEEP 2. THREADED CONNECTIONS AT ALL LOCATIONS SHALL <br /> 1.4"H_-PS *� -SEE PS-4 FOR S45`04 - -1 HOLE EA. PAD USE DOUBLE NUTS OR BE TACK WELDED TO <br /> w <br /> PIPE <br /> v TYPICAL PTFE SIZE 3/4"0 304SS EPDXY ANCHOR T TRENCH FLR PAD"WEIND�DCTOG PREVENT LOOSENING. <br /> AND INSTALLATION BOLT ICC-ES, 4" EM ED (4 ELEVATION VIEW PIPE ALL AROUND <br /> SHOE (NP) N NP) BOTH SIDES <br /> -8' <br /> -1' 3. THE STEAM PIPING AND CONDENSATE PIPING <br /> t 1/4 M581--07 DESIGN LOADS: LAYOUTS ON THIS PROJECT WERE DESIGNED TO <br /> DESIGN LOADS: END VIEW AXIAL= 2,600 LB ACCOMMODATE A FUTURE FIRE WATER MAIN AS <br /> AXIAL= 517 LB HSS Sx4x3/8" LLV (NP) 1 <br /> VERTICAL= 947 LB 'O'- VAULT VERTICAL= 2,300 LB LARGE AS 20" DIAMETER, AND FUTURE AIR AND <br /> LATERAL= 2,058 LB WALL i/q LATERAL= 2,300 LB DOMESTIC PIPE AS WELL. THE FUTURE FIRE <br /> F�TYP 12"x12"x5/8" MOMENT AXIAL= 13,700 FT. LBvr!' _ <br /> WATER MAIN SHOULD OCCUPY THE LOWEST LEVEL <br /> -BOLTED STRUCTURAL BASE PLATE MOMENT VERT= 2,000 Fr. -' f- OF THE PIPE CHASE WITH A BOTTOM OF PIPE <br /> FRAME W/INTEGRAL MOMENT LATERAL=2,500 FT. v BASE PLATE NOT TO EXCEED 6"ABOVE FINISHED FLOOR <br /> ELEVATION VIEW END VIEW PIPE SUPPORT, SEE 5 /� ELEVATION FOR OPTIMUM SPACE UTILIZATION. <br /> P� EXIST. 6"FW 5577-04 IM58J1-0-17 <br /> PIPE SUPPORT - GUIDE L REFERENCE DRAWINGS <br /> PS-8 <br /> (MGROUTING <br /> TOP VIEW M581--07 <br /> TY PIPE SUPPORT- PIPE SUPPORT PS 9 <br /> 1/4 (l <br /> PIPE SUPPORT- PIPE ANCHOR <br /> 1/8" GAP (COLD GUIDE CLIP, 3LG" x 2"H x 3/4" BAR CONSTRUCTION NOTES <br /> POSITION), TYP FOR - WITH J"EA. SIDE RADIUS END TOWARD <br /> SIDE CLIPS & TOP SHOE, TYP EA. SIDE, TOP & BOT. �SMALL BORE PIPE SUPPORTS MAY BE INSTALLED WITH <br /> , . <br /> 240/4"ANGLE IRON BRACKETS AND U-BOLTS IN <br /> STRUCTURAL EBBED �1� 1 EA SIDE, TYP PLACE OF USING STRUT BRACKETS AND PIPE STRAPS. <br /> PLATE SEE/ 1 \ --- ------- - <br /> I-=-1- 1/ EACH CLIP <br /> S451--04 2�SIZE STRAP FOR LOOSE FIT. PIPE SIZE CLAMP DOES <br /> 3/4"0 304SS EPDXY ANCHOR TRENCH FLR NOT NECESSARILY PROVIDE LOOSE FIT. <br /> BOLT ICC-ES, 4" EM ED (4 3�SECURE WITH 1/8"WELD (EA SIDE OF CHANNEL <br /> TYP) BOTH SIDES T� .{ BRACKET) ON EITHER SIDE OF EMBED PLATE, OR <br /> -V_8 "1-1_ SS=1, TOP"AND WITH 1/2" STAINLESS STEEL ANCHORS (EMBED OF <br /> M581--07 BOTTOM OF PIPE, 3-1/2") AND EXPANSION ANCHOR SYSTEM FOR <br /> END VIEW TYP SMALL BORE PIPE EXCEPT OVERHEAD (IF NO EMBED <br /> PLATE IS AVAILABLE). <br /> 12"x12"x5 8" DESIGN LOADS: 4 TEFLON SLIDE ASSEMBLY, UPPER SECTION ATTACHED <br /> / AXIAL= 4,761 LB � ( <br /> BASE PLATEN VERTICAL= 1,761 LB TO PIPE BASE PL) CON-SLIDE MODEL# <br /> LATERAL= 4,298 LB - -BASE PLATE 06CSA-25CS-50L-HT W/ 12"X12" BASE PL (11"X11" <br /> TEFLON SLIDE), LOWER SECTION (ATTACHED TO <br /> STRUCTURAL BEARING PL), CON-SLIDE MODEL <br /> M581-07 <br /> 06CSA-25CS-50L-HT W/ 11'x11" BASE PLATE <br /> TOP VIEW GROUT (4) 1/20 ICC-ES SCALE: 2X (10"X10"TEFLON SLIDE). BOTH SUITABLE FOR HIGH <br /> PS-10& PS-10G* M581-07 EPDXY ANCHOR <br /> TEMP UP TO MINIMUM 419F. <br /> BOLTS (TYP)/z� "B"n,P �1/8" FILLET WELD ON SLIDE ASSEMBLY UPPER <br /> " PIPE SUPPORT - PIPE SUPPORT WITH OR WITHOUT GUIDE CUP I 0 \ SECTION, 1" LONG, TYP 4 LOCATIONS EQUALLY <br /> * INDICATES THAT GUIDE CLIPS ARE REQUIRED M580�-07 SIMILAR "A"ANGL ( ) <br /> 8 � SPACED ALONG EACH SIDE AROUND PIPE BASE PL. <br /> .° `. "A"ANGL r <br /> WELDED BEAM �\ ©1/8" FILLET WELD ON SLIDE ASSEMBLY LOWER <br /> ATTACHMENT EYE NUT 12" J=am SECTION, 1" LONG, TYP (4) LOCATIONS EQUALLY <br /> EXIST BLDG EXTERIOR OF BUILDING M580-07 SIMILAR SPACED ALONG EACH SIDE AROUND STRUCT. BEARING <br /> COLUMN - SANDWICH PANEL (CUT (ANVIL FIG. 66) ATTACHMENT (MAX) <br /> (ANVIL FIG. 290) PL. <br /> j AS REQUIRED) '• <br /> COORDINATE INSIDE 2x2x3/8"ANGLE "C" "C" RND OVER EXPOSED <br /> CLEAR DIMENSION EDGES, TYP B-LINE B24 STRUT <br /> W/PTFE PAD SEE TABLE OR ANGLE 2x2xY, <br /> THICKNESS AND TYP 1/4 3 -SEE TABLE LENGTH SEE NS FOR <br /> REQ'D GAP. (TYP) <br /> B_LINE 82400 2 STANDARD U-BOLT Ran <br /> FSEE PS-4OR TYPICAL 1 STRAP WITH DOUBLE NUTS B-LINE 82400 STRAP <br /> �/� "ANVIL"FIG. 137 OR OR U-BOLT TO ANGLE <br /> PTFE PAD PROVIDE SHIM AS } EQUAL (TYP) PIPE SHALL <br /> INSTALLATION,, REQ'D TO MAINTAIN TYP 1/8 BE LOOSE UNLESS C" <br /> 1/8"GAP (COLD INSTALL B-UNE NOTED OTHERWISE O BASE PLATE/3� <br /> POSITION EA. SIDE 3"x3/8" FLAT B-24 SINGLE PLAN i I <br /> ADJUSTABLE �1 M580-07 <br /> BAR 6"MAX CHANNEL /J� <br /> TUNNEL BRACKET (FULL CLEVIS HANGER / MG <br /> ROUTING <br /> Ni EMBED LENGTH OF OPTION 1 (ANVIL FIG. 260 PTO ION 2 "A"ANGLE 3/16�� <br /> PLATE EMBED ON NOTE: LONG LEG OF ANGLE TO BE VERTICAL/ M580-13 <br /> EITHER SIDE OFA - <br /> \ T <br /> EMBED. DO NOT PIPE SIZE "A"ANGLE SIZE C <br /> - 1 BOLTED STRUCTURAL CENTER) PIPE SIZE ROD SIZE MAX LOAD LBS "B = 1' "B = 2'-0" "B = 3'-0" <br /> FRAME W/INTEGRAL UP TO 2" L3"x2"x3/8" L3"x2"x3/8" L3"x2"x3/8" 3/8" <br /> PIPE SUPPORT. SEE 5 2"& LESS 3/8" 610 <br /> S577-04 4" 5/8" 1800 3" L3"x2"x3/8" L3"x2"x3/8" L6"x4"x5/8" 3/6" FS-4 <br /> PS-14 � FS-1 PIPE SUPPORT - SMALL BORE PIPE <br /> SECTION FS-2 FS-3 <br /> PS-13 FIELD SUPPORT - HANGER FIELD SUPPORT -SMALL BORE �COFFMAN <br /> PIPE GUIDE - AT BLD COLUMN PIPE SUPPORT - 2"& LESS PIPE ANCHOR FIELD SUPPORT- SMALL BORE PIPE (2 & LESS <br /> 100% SUBMITTAL - 05.02.13 <br /> NOTE: SEE PS-1 FOR TYPICAL PIPE SHOE N G I N E E R S <br /> PIPE SUPPORT DETAILS NOT FOR CONSTRUCTION <br /> 1 Wi FIM Avenue,Sutle 800 Be"Me.WA BB101 <br /> SCALE: NONE <br /> M581�-05 <br /> SYM REVi510N BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN SUBTIM1E CURRENT REVISION SYMBOL OAIE i4 <br /> $L Sp ACCEPTABILITY R.LEITNER 05.02.13 <br /> 4ep <br /> GRID SITE-45-001 CONNECTION-STEAM UPGRADES 11578401 CEI/MS MS 05.02.13 O�oF 1ASH�T(� 7X15 DESIGN MID/OR R.LEITNER 05.02.13 STEAM UPGRADES PIPE SUPPORT DETAILS SNS 11578401 Q$.D2.13 $ <br /> BOE//VG® e T 9 <br /> SPECIFICATION IS APPROVED <br /> z APPROVED BY DEPT. DATE CEI 05.02.13 SITE - 45-001 CONNECTION - STEAM UPGRADES M581-�5 <br /> Is N I <br /> M.SONRA 05.02.13 SITE 45-YD <br /> we`� 11578401 cowP� F <br /> ���1'wA tsxx MECHANICAL MASTER EVERETT, yyq D-No. 45-YD-M581-05 <br />