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TUNNEL 2 1'-8" PSPS1 PIPE SHOE, -6 <br /> EMBED 14'HPS Z " lYP (4) PLCS EXISTING <br /> 5577---01 TUNNEL <br /> 1' 8" -4-1/2"INSULATION EMBEDS 5577--01 STEEL �\ <br /> 12212x3/8" <br /> GUSSET HSS 424x1/4", <br /> TYP EA SID ' EXISTING _ �BOLTED STRUCTURAL <br /> HSS 5x4x1/4", LLH 30" LG BUILDING \_ FRAME W/INTEGRAL <br /> TYP EA SIDE ,4 <br /> 1/8" GAP (COLD 1/ SANDWICH PIPE ANCHOR. SEE <br /> 1 4 4 _ <br /> 1 4 3/8" END CAP, TACK POSITION), TYP FOR PANEL <br /> /`+ WELDED TO HSS SIDE & TOP- <br /> 5577-04 <br /> W8x35 DESIGN LOADS STRUCTURAL DESIGN LOADS: <br /> 1 4 AXIAL= XXX LB, SUPPORTS M579-09 AXIAL= 7,900 LB. <br /> 1 4 3/8"PLATE x 18" LG TO FIT VERTICAL= XXXX LB, PS-2. MODIFIED --- VERTICAL=3,900LB. GENERAL NOTES <br /> BETWEEN FLANGE WEB LATERAL= XXXX LB LATERAL= 4,200 LB. <br /> 1 4 1. DESIGN LOADS AND MOMENTS INDICATED FOR EACH <br /> FRONT VIEW MOMENT AXIAL= 3,000 SUPPORT ARE WORST CASE CONDITIONS AND ARE <br /> MOMENT VERT.= 5,300 NOT NECESSARILY APPLIED TOGETHER. <br /> 1/ EA SIDE, NP WF BM.SEE PLAN MOMENT LATERAL= 1,800 <br /> F WELD CROSSES PIPE JOINT, 2 1_g" 1/ EACH CLIP <br /> NOTCH WEB, W/ R3/4"ACROSS 2. THREADED CONNECTIONS AT ALL LOCATIONS SHALL <br /> LE NUTS <br /> JOINT. PIPE WELD EXAMINATION1/8" GAP (COLD USEVDDO BOOSEN LOOSENING. <br /> BE TACK WELDED TO <br /> MUST BE COMPLETED BEFORE 1'-6" <br /> PIPE SUPPORT IS ATTACHED- - 14"HPS POSITION), TYP FOR <br /> SIDE CLIPS &TOP -- GUIDE CLIP, 3LG" x 2"H x 3/4" BAR 3. THE STEAM PIPING AND CONDENSATE PIPING <br /> VERTICAL VIEW LAYOUTS ON THIS PROJECT WERE DESIGNED TO <br /> __—_ —_— — WITH Ilk SIDE RADIUS END TOWARD PS-3 <br /> ACCOMMODATE A FUTURE FIRE WATER MAIN AS <br /> SHOE, TYP EA. SIDE,TOP & BOT. 2-6" LARGE AS 20" DIAMETER AND FUTURE AIR AND <br /> TUNNEL 2 STRUCTURAL B <br /> cp, HSS6x6 y DOMESTIC PIPE AS WELL. THE FUTURE FIRE <br /> 1/4 1-1/2 - 3 WSx35 EMBEDS S577--01 SUPPORTS M579-09 i/4 �TYP WATER MAIN SHOULD OCCUPY THE LOWEST LEVEL <br /> 5/8"PLATE OF THE PIPE CHASE WITH A BOTTOM OF PIPE <br /> BASE SUPPORT PSPS=1, TOP AND - p (TYP) NOT TO EXCEED 6"ABOVE FINISHED FLOOR <br /> STRUCTURAL SUPPORT � - <br /> BOTTOM OF PPE ��- <br /> ELEVATION FOR OPTIMUM SPACE UTILIZATION. <br /> DESIGN LOADS: <br /> PS-2 TYP <br /> AXIAL= 600 LB. <br /> VERTICAL= 7000 LB, <br /> LATERAL= 2600 LB <br /> 1/4.0 WEEP <br /> PS-1-1 PS-2 HOLE EA. PAD 3', 3/8"A36 REFERENCE DRAWINGS <br /> PIPE SUPPORT- PIPE SHOE NO GUIDE 14" PIPE PIPE SUPPORT- PIPE SHOE WITH GUIDE 14"PIPE REINFORCING PAD <br /> WELDED TO PIPE <br /> ALL AROUND <br /> n <br /> PS-3 VIEW <br /> Y PIPE SUPPORT - ANCHOR AT BUILDING COLMUN <br /> PTFE ASSEMBLY EXIST BLDG ��--11 <br /> PAD lED FULL x8"W COLUMN 3 <br /> MOUNTED <br /> LENGTH TO BOTTOM <br /> DOUBLE ANGLE <br /> COORDINATE INSIDE 4x421/2" EA. SIDE 2-0 1/ <br /> OF SHOE W8x35 (TYP) <br /> CLEAR DIMENSION 3'-0" 16'xE x5/8" <br /> W/PTFE PAD OF WEB <br /> •� °�" PLATE, CONSTRUCTION NOTES <br /> THICKNESS AND REQ'D W8x35 1"GAP C6x13 (2 TYP) <br /> i - GAP. TYPICAL -< 'p 222x3/8 ANGLE <br /> (TYPICAL) 1/4 ,= f 12"LG ALL SIDES _ 1� (TYP) �NOT USED. <br /> 1._ 5/8-PLATE 2 WITH 1/8"GAP <br /> (NP)--— MITER STRUCTURAL STEEL TOP BEAM AT CONCRETE ' <br /> _ PROVIDE SHIM AS REQ'D 24"x24"x3/4" CHAMFER EMBED PLATE, AS REQUIRED FOR PS-2 & <br /> TO MAINTAIN 1 8" GAP -- ; (4) 11/16"0 HOLE P_5-5 SUPPORT INSTALLATIONS, TYPICAL <br /> / —f6^ — — 5/16 LEVELING PLATE FOR 5/8" EPDXY <br /> - (COLD POSITION) EA. I <br /> SIDE P�A O ANCHOR <br /> 1 iv 1/4"0 WEEP TYP 1/4 -= 1/4 <br /> �1 HOLE EA. PAD 3 8" A36 <br /> 3", / <br /> PAD MIN 1M LG y REINFORCING PAD <br /> --'---" _- WELDED TO PIPE <br /> PTFE ASSEMBLY <br /> ALL AROUND I,• <br /> x4 1/2W TACK' -BOLTED STRUCTURAL SIDE VIEW <br /> WELD TO FRAME W/INTEGRAL 2 W12x35 16x16"x3/4" (TYP) DESIGN LOADS: <br /> STRUCTURAL PIPE SUPPORT. SEE 5 TUNNEL 1/4 SLIDE PLATE 1/ <br /> SUPPORT EMBEDS 5577--01 PLATE T AXIAL (N/S)= 1,780 LB. <br /> 5577--04 VERTICAL=6,000 LB. <br /> -EXIST. 6"FW 12216x5/8"BASE - MAX DESIGN LOAD FOR ALL PS-5's: EERAL <br /> AXIAL= 52,000 Ib MAX 1_ LAT (/W)= 3,000 LB. <br /> SECTION PLATE W/3/4" VERTICAL= 6,000 Ib MAX GROUT 24"x24"x3/4" <br /> PS-4 ANCHOR BOLTS, LATERAL= 6,900 Ib MAX FF PLATE <br /> SIM 5 END VIEW MOMENT AXIAL= 8,900 FT. LB <br /> PIPE GUIDE - AT BLD COLUMN MOMENT VERT= 9,300 FT. LB <br /> NOTE: SEE PS-1 FOR TYPICAL PIPE SHOE M5851--07 MOMENT LATERAL=1,700 FT. LB <br /> _ ELEVATION VIEW <br /> PS-5 PS-6 <br /> PIPE SUPPORT - ANCHOR PIPE SUPPORT- VERTICAL LEG <br /> PIPE SUPPORT DETAILS <br /> SCALE: NONE100% SUBMITTAL — 05.02.13 OFFMAN <br /> M581-04N G I N E E R S <br /> NOT FOR CONSTRUCTION ""��5urta900j �e W-101 <br /> pnm�nscrTT�..:ae.c:sans <br /> SYM REVISION BY APPROVED DATE SYM RCVBxIN BY APPROVED DAZE .S DRAWNSUBTITLE CURRENT REVISION SYMBOL DATE r <br /> cl'Of WAS OT ACCEPTABILITY R.LETNER OR 05A2.T3 STEAM UPGRADES PIPE SUPPORT DETAILS 11578401 ORI os.oz.13 <br /> ORIG SITE—45-001 CONNECTION—STEAM UPGRADES 11578401 CEI/MS MS 05.02.13 �v�^op�+ SPECIFICATIONTHIS 'IS APPPROVED R.LERNER 05.02.13 SHEET <br /> BOE�/VG" SITE - 45-001 CONNECTION- STEAM UPGRADES U <br /> APPROVED BY DEPT. DATE CEI 05.02.13 „<LE M 581-04 . <br /> ED <br /> M SOTURA D5.o2.,3 SITE 45-YD 1(e! <br /> me � aoe No. 11578401 ooMP No. F 1 <br /> HA tsr MECHANICAL MASTER EVERETt, WA TWO NO 45—YD—M581-04 <br />