Laserfiche WebLink
CONSTRUCTION NOTES LEGEND <br /> F PROVIDE NEW LABEL TO EXISTING PIPE AS "PUMPED X HYDRAULIC PIPE ANCHOR <br /> HYDRAULIC PIPE GUIDE <br /> PROCESS COLD WATER" (PPCW). B HYDRAULIC LOW POINT DRAIN <br /> RE-INSULATE 3"PPCW PIPE SPOOL. �a HYDRAULIC RETURN SINGLE BLOCK AND BLEED <br /> VALVE CONFIGURATION <br /> po--pa HYDRAULIC SUPPLY DOUBLE BLOCK AND BLEED <br /> 7.5 8 8.5 9 <br /> VALVE CONFIGURATION <br /> PIPE SUPPORT <br /> GENERAL NOTES <br /> 4" HYDRAULIC 1. FOR AIR SYSTEM SEE DRAWING TNM111_AIR_COMPOSITE. <br /> 1 T7 1"PPCW RETURN I <br /> TOP PIPE RUNNING 14" r 5 UP 2" HYDRAULIC 2. FOR POTABLE AND PROCESSED WATER SYSTEM SEE <br /> PP DRAWING TNM110_WTR_COMPOSITE. <br /> BELOW CEILING, 6 OE6 -N.7-07.2 <br /> 40-026-N.7- .0 - P12366 <br /> 3. INSTALLATION OF AQUEOUS WASH RETURN PIPING SHALL BE IN <br /> u 6 ACCORDANCE WITH FACILITIES MECHANICAL STANDARD D38106-51 <br /> OR D38106-52 USING THE FOLLOWING EVERETT SITE SPECIFIC <br /> I NIP __ UG PREFERENCES. <br /> - - - -- - -- -- -- -- <br /> 9 TYP SEE DWG UGM118 8 VALVE N BER:40-26-S-1 PIPE MATERIALS: <br /> 6'-0" 6'-0" HYDRAUL SUPPLY AND RETURN UP TO f1D #6 2 INCH AND UNDER - SEAMLESS OR ELECTRIC FUSION WELDED <br /> -------- 304L OR 316L STAINLESS STEEL, SCHEDULE 40S, ASTM A312. <br /> 23'-9 3/8" ---- ----- ------------------ M <br /> __--- <br /> -__ --__ UGM123 UGM501 FITTINGS: <br /> I 2 INCH AND UNDER - FORGED 304E OR 316E STAINLESS STEEL, <br /> I I CLASS 3000 SOCKET WELD OR SCREWED, ASTM A182, ANSI <br /> ----------------- <br /> I I I I I I O - - I 616.11. <br /> — II • I VALVES: <br /> I � I F 2 INCH AND UNDER - BALL VALVE - SCREWED FEMALE NPT <br /> CONNECTIONS, 316 STAINLESS STEEL BODY, STEM, AND BALL, <br /> — — — — — — — — — — — — — — — — REINFORCED PTFE SEATS AND PACKING, RATED AT 1000PSIC <br /> I I <br /> 1 0_ I MINIMUM AT 250 DEG F. WATTS 5-8000, APOLLO 76-100-27, <br /> OR APPROVED EQUAL. <br /> UGM123 M456 I INSULATION: <br /> ------------------ 1-1/2 TO 4 INCH - 1-1/2" THICK TWO-PIECE FIBERGLAS <br /> 2 I ASJ/SSL-II WITH INSULATION COVER FIBERGLAS ASJ/SSL-II <br /> I I <br /> ®PROVIDE NEW AQUEOUS WASH RETURN PIPING ROUTED IN SAME <br /> SP S MP WITH PUMP LOCATION AS REMOVED COPPER HOT WATER CIRCULATOR PIPING. <br /> 75 3 "4 X 4' DEEP - REFER TO GENERAL NOTES FOR PIPING SPECIFICATIONS. PIPING <br /> SEE DETAIL E UPSIZED PER RFI-003 (7/20/2017)(PROLOG NO 10997) <br /> UGM123 UGM506 I 5. IN ALL TUNNELS, UTILIDORS, AND TRENCHES WITH HYDRAULIC <br /> I N PIPING (EXCEPT PEDESTRIAN TUNNELS), PROVIDE THE FOLLOWING <br /> I� FLOOR COATING: <br /> NEOGARD 70714/70715 CHEMICAL RESISTANT PRIMER: <br /> 2 COMPONENT 100% SOLIDS EPDXY RESIN WITH A CYCOALIPHATIC <br /> C to AMINE HARDENER, AND <br /> zl ---------UGM123 U + C8 h NEOGARD 70714/70715 100% SOLIDS EPDXY (EP) COATING <br /> FINISH. <br /> 0 6„ PIPE GUIDES: ANVIL FIG. 257 TEE TYPE #3 PTFE SLIDE PLATE <br /> WITH HOLD-DOWN LUGS. SEE STRUCTURAL DRAWING 40-26-S665, <br /> 4 - - - -08.5 I DETAIL 10 FOR PIPE GUIDE ATTACHMENT DETAIL. SEE STRUCTURAL <br /> - -N q-07 4 4n-09F-N a-n7-: ^ + I DRAWING 40-26-S665, DETAIL X FOR STRUCTURAL SUPPORT <br /> pSAN �44 DETAIL. <br /> 2 <br /> A y y ;�-PSANL E � ©PIPE ANCHORS: SEE STRUCTURAL DRAWING 40-26-5665, DETAIL 1 <br /> UGM123 UGM508 UGM123 UGM508 1 FOR ANCHOR STRUCTURAL SUPPORT DETAIL. <br /> 1 FOR HYDRAULIC BERM CONTAINMENT DETAIL, SEE STRUCTURAL <br /> 3"PPCW�1 DRAWING 5/S305. <br /> F ® BVHS20FH2242JA2UZZD, SAE C62 4-BOLT FLG, 316 STAINLESS <br /> 4„ - ---------------}- - BODY, 316 BALL/SPINDLE, PEEK SEALS BUSHINGS AND WASHERS, <br /> ® I EPR O-RING, W/ SR ACTUATOR. BI-TORQ, PN-145-SR SPRING <br /> I I <br /> W/ CAB <br /> LIMIT SWITCHES AND NAMUR SOLENOID. 1080 IN-LB. <br /> �3"PPCW -- ----------------- --- <br /> PIPE SUPPORT: ANVIL FIG. 175. SEE STRUCTURAL DRAWING <br /> I 40-26-S665, DETAIL 8 FOR HYDRAULIC PIPE SUPPORT <br /> I ATTACHMENT DETAIL. SEE STRUCTURAL DRAWING 40-26-5665, <br /> DETAIL X FOR STRUCTURAL SUPPORT DETAIL. <br /> - ----------------- - <br /> I O o 0 0 0 <br /> 1 1 0.9 11 11' <br /> - ----------------- - B�DG 40,t25- —,— — <br /> I I I <br /> MATCH LINE SEE DWG UGM128 IJGM110,UGM1111UGM112,6GM113�GM114 <br /> -- -- -- -- -- -- -- -- -- -- - -- -- - -- -- -- -- -- - <br /> - - - - - - - - - - - - - - - P IIJGM1151UGM1151UGM1171UGMI181JGM1II o <br /> I,JGM120IUGMI211UGMI22PGMI 2fOGM124 m <br /> LGM 125�JGM 126tG 2 <br /> PARTIAL PLAN VIEW BLDG 40-27 <br /> SCALE: 1/8"=1'-0" FINISH FLOOR EL. 92'-0" N fs lKEY PLAN NISSUED FOR CONSTRUCTION SCALE: NONE <br /> PROFESSIONAL STAMP & SIGNATURE ENGINEERS 8' 4' 0 4' 8' 16, <br /> APPLIES TO WORK WITHIN THE CLOUDED Seattle//Spokane//Baltimore DESIGN BY FSi DATE 03.14.24 <br /> SCALE: 1/8"=1'-0" <br /> REVISION AREAS ONLY AS INDICATED <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE m <br /> M, Cy ACCEPTABILITY PIKE 7-17-92 <br /> 4o PARTIAL UNDERGROUND PLUMBING PLAN W8861360 03.14.24 <br /> RECORD DRAWING ISSUED TO OWNER MGM DJH 06.30.94 E AQUEOUS WASH POS 3 WBS252 JAL FSG 12.19.18 ��ws�., THIS DESIGN AND/OR CHECKED <br /> .r "�' SPECIFICATION IS APPROVED RKE 7-17-92 SHEET <br /> t� " ENGINEER TITLE o\ <br /> A 787 FA RECORD SET 555886 WH J. MENIKETTI 06.2207 F 737 NORTH LINE- 40-26 WING TANK CLEANOUT W8861360 FSi KMC 03.14.24 ® APPROVED BY DEPT. DATE RKE 7-17-92 737 NORTH LINE - 40-26 WING TANK CLEANOUT U G M 123 <br /> BOE//VG CHECKED <br /> B SXS RATE READINESS - RECORD SET 13884121 WH SAG 03.21.14 G 737 NORTH LINE- HYDRAULICS W8861360 FSi KMC 01.25.24 BUILDING 40-026 <br /> r LMM 7-17-92 <br /> C 40-27 BUILDING- RECORD 15477651 SAZAN 08,05.16 ss s'a N�e� APPROVED JOB NO, WBS252 COMP N0. <br /> /ONAL E LMM 7-17-92 <br /> D MOVED AIR&WATER TO COMPOSITES - JPO - 03.23.17 APPROVED MECHANICAL MASTER COL. N.7-P/7-9 EVERETT, WA DWG NO. 40-026-UGM123 <br />