3003 W CASINO RD 2024 BLDG 40-26 Plans 2026-01-02 (3)

LEGEND R CONST=� N NOTES HS HYDRAULIC SUPPLY X HYDRAULIC PIPE ANCHOR PROVID EXISTING PIPE AS ® SEE NEW PPCW PIPING ON SHEET M700A. SIM SMIT R DR�ARLIC RETURN — HYDRAULIC PIPE GUIDE PUMPD WATER" (PPCW). B HYDRAULIC LOW POINT DRAIN PROVIDE LINKSEAL AT CORE THROUGH WALL. POINT OF CONNECTION HYDRAULIC RETURN SINGLE BLOCK AND BLEED 3.5 4 PROVIDD CONNECT TO EXISTING. 45 cJ AWW AQUEOUS WASH WASTE VALVE CONFIGURATION BOTTOM OF PIPE 31" FROM CEILING AT THIS HYDRAULIC SUPPLY DOUBLE BLOCK AND BLEED SLOPER FOOT TO SP-88. LOCATION. VALVE CONFIGURATION PIPE SUPPORT AWW ROUTING GENERAL NOTES PER GM116 M459 2" HYDRAULIC 1 SEE 40-026-M700A FOR SLANT 5 PIPING SUPPLY 2. SEE 40-026-MOi FOR PIPING SPECIFICATIONS VALVE NUMBER: PIPE RUNNING 18" AFF, 2 R _ MATCH LINE SEE DWG UGM111 40-26-S-X 9 11 6" OFF WALL I 3 YPPC BUTTERFLY VALVE: DEMCO 22121-5114351 -- -- -- - - - — -- --- -- -- - -- -- -- -- -- 1/2"HS ----------1/2"HS E TAIL 4" HYDRAULIC UGM116 M592 2"HR RETURN \ / ------------1 AND 2 I AQUEOUS WASH SYSTEM SHUTOFF CONTROL VALVE: BRAY ELECTRONIC LUG STYLE BUTTERFLY VALVE, 3" I \ 2 AND ANDP6M SIM 10'-9 UG G'CC! SERIES AB WITH 24V ELECTRONIC ACTUATOR SERIES U 16 UGM116 M578 UGM116 40-032-S503 GM116 M552 UGM116 8 1" PPCW 70. SEE 40-026-M314, M324, AND M325 FOR 5771 F CONTROL INTERFACE. 1 \ HPU < UGM116 UGM503 KI 5 UGM1161M604 6. IN ALL TUNNELS, UTILIDORS, AND TRENCHES WITH UGM116 M700A 1 -11 HYDRAULIC PIPING (EXCEPT PEDESTRIAN TUNNELS), -- ---------------------------- - - HYDRAULIC SUPPLY PROVIDE THE FOLLOWING FLOOR COATING: \ UGM11 = D ET N P w NEOGARD 70714/70715 CHEMICAL RESISTANT PRIMER: SAT/STRAIGHT #3 C� 2 COMPONENT 100% SOLIDS EPDXY RESIN WITH A UP TO 1' BELOW o CYCOALIPHATIC AMINE HARDENER, AND UGM116 M563 UGM116 M559 8" RISE / \ 1 2 VERTICAL CEILING I w COATING D WISH. 70715 100% SOLIDS EPDXY (EP) 2"HR UGM116 M558 SP SUMP WITH PUMP 1 COATING FINISH. U 116 M55 72 30"0 X 4' DEEP z / \ LOOP 8'x4'x8' J 7� PIPE GUIDES: ANVIL FIG. 257 TEE TYPE #3 PTFE SLIDE SE -026-M700A F \ \ SEE DETAIL A 2" 1" PPCW PLATE WITH HOLD-DOWN LUGS. SEE STRUCTURAL v NT 5 PIPING UGM116 M572 UGM116 UGM506 a DRAWING 40-26-S665, DETAIL 10 FOR PIPE GUIDE -----------^1 \ 7 71 ATTACHMENT DETAIL. SEE STRUCTURAL DRAWING 1 1/2"A (2) 1 / ---------- I 40-26-S665, DETAIL X FOR STRUCTURAL SUPPORT VERTICAL / I 1 1 2"H 14 VALVE NUMBER: 40-26-R-X 11 DETAIL. < UGM116 M547 / EXPANSIO " ----------- \ 1 2"HR 1 1/2'HS 16 VALVE NUMBER: 40-26-R-X 11 1 ___i 2"HR LOOP 8'x 'x8' ® PIPE ANCHORS: SEE STRUCTURAL DRAWING AND 2 \ A \ 1/2'HS (2 3"PPCW 1 VALVE NUMBER: 40-26-R-X 11 40-26-S665, DETAIL 1 FOR ANCHOR STRUCTURAL I 3 ^ UGM116 M747 UGM116 M5 S (2) 1"CW 7 16 LVE NUMBER: 40-26-R-X 11 SUPPORT DETAIL. 3"PPCW I __-_______ -J - 2'D ------- -3 CW BVHS20FH2242JA2UZZD, SAE C62 4-BOLT FLG, 316 --- ----- --- - ---- - -- -- --- - -- - --- -- - ---- >( --III __- 2 STAINLESS BODY, 316 BALL SPINDLE, PEEK SEALS I I BUSHINGS AND WASHERS, EPR 0 RING, W/ SR ACTUATOR. BI TORQ, PN 145 SR SPRING W/ CAB ---- ----------- - - -------- -- - - --- ------ --- - - -- - - - LIMIT SWITCHES AND NAMUR SOLENOID. 1080 IN-LB. I 3„PPCW-::I 3"A �.: I I I 3 1 1 3 3 �3"PPCW -- UGM116 M572 I 10 PIPE SUPPORT: ANVIL FIG. 175. SEE STRUCTURAL 3"PPCW \ \ 1" PPCW DRAWING 40-26-S665, DETAIL 8 FOR HYDRAULIC PIPE 30" RIS SUPPORT ATTACHMENT DETAIL. SEE STRUCTURAL cD -I 1 1/2"HS (2)I UGM116 158 17> DRAWING 40-26-S665, DETAIL X FOR STRUCTURAL 1"A (2) 2 THE H W DRAIN „HR (2) 2 III I SUPPORT DETAIL. I PROVIDE 3'PPCW o f 1 1/2"A (2) 1 ER \ > CW L ANCHOR, SEEUGM116 M567 w l UGM116 47 _ D UGM116 M 58 VERTICAL SEE DRAWING 40-26-MXXX, DETAIL X FOR SPRAY IM AND H (2) EXPANSION SID SHIELD. z \ 1/2" LOOP 8'x20k$' 12 HEAVY DUTY PIPE SUPPORT: ANVIL FIG. 257 TEE TYPE �I UGM11 MM747 UGM116 M572 v __ ___J 1 1/2"A 1 1/2'IHS 886 = I CAPPED 2"HR SP 5 I #1 WITH PTFE SLIDE PLATE. SEE STRUCTURAL DRAWING I C II 88A 7 UGM116 M547 I 40-26-S665, DETAIL 9 FOR HEAVY DUTY HYDRAULIC j - PIPE SUPPORTS ATTACHMENT DETAIL. SEE STRUCTURAL 1 1/2'A QM�'8 532 DRAWING 40-26-S665, DETAIL X FOR STRUCTURAL i `� AND J UGM SUPPORT DETAIL. �i 2"HR2 HS I UGM116 M578 UGMiee 4 32 5503 5 3 4" SAN 13 SEE 1/M605-11 FOR HYDRAULIC SUPPLY LOW POINT I L\__ TYP DRAIN DETAIL. _________ 0 If SAN AND LEFT HS & HR 2 6 I VALVE NUMBER: 40-26-R-X 11 14> SEE 2/M605-11 FOR HYDRAULIC RETURN LOW POINT UGM116 M552 UGM116 M746 U M116 M55 I I DRAIN DETAIL. I 7 14 VA : 2 LVE NUMBER 40-26-R-X 11 I I � 15 VENTDETA9L FOR HYDRAULIC SUPPLY HIGH POINT HYDRA IC 13 V LVE NUMBER: 40-26-S-X 11 UPPLY 16> SEE 3/M59X FOR HYDRAULIC RETURN HIGH POINT 4" HYDRAULIC (VENT DETAIL. RETURN 9I T T T T T j PIPE RUNNING 18" AFF, 11' 8 6" OFF WALL BI DG 40t25 2"PSAN 1'-6" I ----- — — -—-— -—-— —-—- r--0 GM11d,UGM1111UGM112UGM113�GM1141,1 � - - - - - - - - - - - - - N.7 - - ��/�/DO//D/ - - - -E---- - N.3 MATCH LINE SEE DWG UGM121 --I '-6 1/2' __ -- I I �JGM12q��rGM117lUGM123�JGM124 UGM1180GM11Q UGM121rUGM122 m REEE NCE DRAWINGS LGM12 --— —-—-—-—-— GM12 1. 40-032-S503 — — — — — 2. 40-032-S505 PARTIAL UNDERGROUND PLAN N 3. 40-032-S506 BLDG 40-27 SCALE: 1/8"=1'-0" FINISH FLOOR EL. 92'-0" KEY FtERS NNISSUED FOR CONSTRUCTION ONSCALE:8' 4' 0 4' 8' 16' PROFESSIONAL STAMP & SIGNATURE APPLIES TO WORK WITHIN THE CLOUDED Seattle//Spokane//Baltimore DESIGN BY FSI DATE 03.14.24 SCALE: 1/8"=1'-O" REVISION AREAS ONLY AS INDICATED SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE AWN DATE SI.IFTI-.F CURRENT REVISION SYMBOL DATE M. Cy ACCEPTABILITY RKE 7-17-92 e qo PARTIAL UNDERGROUND PLUMBING PLAN W8861360 03.14.24 RECORD DRAWING ISSUED TO OWNER MGM DJH 06.30.94 D MOVED AIR&WATER TO COMPOSITES - JPO - 03.23.17 ,asy, THIS DESIGN AND/OR CHECKED �P "6' SPECIFICATION IS APPROVED RKE 7-17-92 SREEr o A 787 FA RECORD SET 555886 WH J. MENIKETTI 06.22.07 E AQUEOUS WASH POS 3- RECORD WBS 252 JAL FSG 12.19.18 APPROVED BY DEPT B ® `" ENGINEER DATE RKE 7-17-92 TITLE 737 NORTH LINE - 40-26 WING TANK CLEANOUT N OE/A/G U G M 116 B 787 SURGE LINE WH SAG 10.15.12 F 737 NORTH LINE- 40-26 WING TANK CLEANOUT W8861360 PSI KMC 03.14.24 CHECKED LMM 7-1-92 APPROVED BUILDING 40-026 /STfj a JOB N0. COMP N0. - RECORD SET G 737 NORTH LINE- HYDRAULICS W8861360 FSi KMC 01.25.24 ss/oxu c�`'` LMM 7-17-92 WBS 252 C 5x5 RATE READINESS- RECORD SET W1426466 WH SAG 05.09.14 APPROVED MECHANICAL MASTER COL. N.3-N.7/3-5 EVERETT, WA DWG No. 40-026-UGM116