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4'-0" SEE WALL <br /> PENETRATION <br /> 6" 3'-6"_ DETAIL(_ LEGEND <br /> STL EMBED - <br /> 3'-0" 1'-6" STL EMBEDS577-01 <br /> 18�; M581-06 PS-# PIPE SUPPORT/ANCHOR <br /> .. ., ., •�. I' 14"HPS THRU <br /> 1-1/2 PC ,+a ., BUILDING WALL <br /> GENERAL NOTES <br /> ' . a 1-1/2" PC <br /> 14"HIPS W/ Y ' ' 'j - �14 1. UNLESS OTHERWISE NOTED, 14"HPS SHALL HAVE <br /> 4.5" INSUL. �,' ' ; 4-1/2" FIBERGLASS INSULATION IN TUNNEL SECTIONS. <br /> PS-2 --_ 2. FUTURE LINES(20'WATER)ARE DESIGNED BY <br /> HSS 4x4x1/4' OTHERS AND SHOWN FOR COORDINATION ONLY. <br /> PS-1 ,// ;1 1 1/4 TYP (4) 7 <br /> 11,// ' I TYP (2) /4 PLCS I 16 GAGE SHEETMETAL <br /> PLCS 1 4 1/4 TYP 4 RAIN SHIELD 20x32 3. THE STEAM PIPING AND CONDENSATE PIPING <br /> O LAYOUTS ON THIS PROJECT WERE DESIGNED TO <br /> 2„ 1/4 PLCS 2 ao ACCOMMODATE A FUTURE FIRE WATER MAIN AS LARGE <br /> 20"WATER j/ ' / ,i FORCE i a FORCE v 20x32 OPENING AS 20"DIAMETER, AND FUTURE NR AND DOMESTIC <br /> (FUTURE) /j MAIN < HSS 4x4x1/4"TYP MAIN a W/ BIRDSCREEN - PIPE AS WELL. THE FUTURE FIRE WATER MAIN <br /> r a SHOULD OCCUPY THE LOWEST LEVEL OF THE PIPE <br /> 1/4 4 - OSA INTAKE - CHASE WITH A BOTTOM OF PIPE NOT TO EXCEED 6" <br /> 1 ABOVE FINISHED FLOOR ELEVATION FOR OPTIMUM <br /> - (5200 CFM) SPACE UTILIZATION. <br /> 8"BASE ®14"-CL 300 HIGH PERFORMANCE BUTTERFLY VALVE <br /> 9x9x3 <br /> / WITH GEAR OPERATOR. <br /> -WALKWAY CLEARANCE -20'WATER PLATE, SIM�r,\ <br /> (FUTURE) OL !!M581�J-0!!7 <br /> TUNNEL SECTION (T) TUNNEL GUIDE SUPPORT DETAILS � : I� <br /> REFERENCE DRAWINGS <br /> SCALE: 1/2"=l' M581--03 SCALE: 1/2"=I' M581--03SEE <br /> �l <br /> �m <br /> URAL <br /> m <br /> FOR NTTAKETFRAME- CONSTRUCTION NOTES <br /> MITER STRUCT STL TOP BEAM AT CONC CHAMFER EMBED <br /> 32-1/2"x18-1/2" 2"ANGLE FRAME PLATE, AS REQUIRED FOR <br /> OPENING IN CONCRETE WELDED TO DUCT TYP ALL PS-2 PIPE SUPPORT LOCATIONS. <br /> TRENCH LID <br /> STEEL LID 2�CONDENSATE PIPING SHALL BE INSTALLED WITH A <br /> MINIMUM 1" FIBERGLASS INSULATION FOR <br /> PERSONAL PROTECTION UNLESS NOTED OTHERWISE. <br /> N 3. DO NOT POCKET FLASH VENT PIPING. <br /> \ ° 4 FLOOR SLOPES PER CIVIL DRAWINGS, C500-01,02,. <br /> m 10" DISCPARG EXTEND MINIMUM OF \/ N <br /> 3"INTO TRENCH <br /> C, / INES �2 VENT TO ATMOS. EXTEND 12"FROM ELBOW AND <br /> PROVIDE 45' BACK CUT ON PIPE TERMINUS. <br /> z 20"0 CORE DRILL 21 EM ©NON-STANDARD DRIP LEG LENGTH. <br /> THRU ROOF. SEE <br /> ROOF FLASHING DETAIL ] - PROVIDE 14"EXTRA STRONG (XS) ELBOW. <br /> - L L L a" MPs r0 <br /> L M581-O6 HEAIWG COILS <br /> -- <br /> L = = -� ®PROVIDE 8" EXTRA STRONG (XS)TEE. <br /> � �PROVIDE 8x4 EXTRA STRONG (XS) REDUCING TEE. <br /> �S'-4" LOOKING WEST <br /> (FIELD VERT ) �PROVIDE EXTRA STRONG (XS) PIPE SECTION <br /> FIELD VERIFY j 1r' MPS w SECTION @TRENCH TO BUILDING <br /> 2„ I PREHEAT COILS �RELOCATE EXISTING LOW PRESSURE STEAM,AND <br /> GAUGE DETAIL SCALE: 1/2"=1' M456�-01 <br /> � C _� DOMESTIC HOT WATER LINES NEAR THIS LOCATION THRU <br /> (TYP.) 8 , GUIDE E"V s WALL. <br /> 9 7 1 � - 3" ' 'TIE-IN 6'-0" �RELOCATE EXISTING 4" FIRE SPRINKLER LINE NEAR THIS <br /> M58�-07 HPS _ <br /> - Q5 LOCATION. <br /> TIE-IN <br /> 7 <br /> PI - D--PROVIDE 14x8 (XS) CONCENTRIC REDUCER. <br /> TIE-IN TO 00° 2 '/2x2'x2 <br /> PROVIDE 18x8 REDUCING TEE. <br /> 3/4- (E) 2" { _ 1>PROVIDE 8x6 REDUCER. <br /> N RELOCATE(E) 3/4" ANCHOR 8" VPS <br /> VALVE - TIE-IN TO -I 2VENT <br /> ;^ <br /> � 8"HPS - - - - <br /> _ � 1�PROVIDE 6x3 REDUCING TEE. <br /> 1 >RELOCATE EXISTING 6"GLOBE VALVE AND PROVIDE (2) <br /> o , pD1IPLEGj. NEW 150# RAISED FACE FLANGES <br /> GUIDE "ANS'ON .'OIN' 4 j 3/a" �%/�/am' ' NEW 1 LASED FACE FLANGES ND PROVID ( ) <br /> LOCATE EXISTING 3"GATE VALVE A E 250 R COND TO 5-0" SUVP LOOKING WEST 9 1 6 GUIDE (FlELD V GUIDE �PROVIDE 4"300(/ STEEL Y-STRAINER MUELER x{782. <br /> SECTION @ TRENCH <br /> �. � E ®PROVIDE 8"300# STEEL Y-STRAINER MUELLER#782. <br /> SCALE: 1/2"=1' M456-01 <br /> SEE TYPICAL <br /> TRAP DETAILQ 100% SUBMITTAL - 05.02.13 OFRNAN <br /> M58�-06 1"HPC TIE-IN TO PRV STATION TIE-IN SECTION N G I N E E A s <br /> EXISTING HPC NEAR 11111—, <br /> 191lneWA 111 <br /> SCALE: 1/2'=1' M581-03 NOT FOR CONSTRUCTION .,., <br /> THIS LOCATION. <br /> S_ REYIDON BY MRRONM DAZE sYM REVISION BY APPROVED oar[ 4,L SQ ACCEPTABILITY R.LEITNER 05.02.13 SUBIIRE CURRENT R"`wN `L wTE <br /> ORIG SITE-45-001 CONNECTION-STEAM UPGRADES 11578401 CWIVIS MS 05.02.13 r, of-A THIS THIS DESIGN AND/OR TYPICAL SECTIONS - 11578401 0 R I 05.02.13 $ <br /> SPECIFICATION IS APPROVED R.LELMER 05.02.13 sR¢r $ <br /> BOE/A/G® `. g9 APPROID6 oEP. DAM cE 05.02.13 10 SITE — 45-001 CONNECTION — STEAM UPGRADES M581-03 n <br /> �i <br /> M 5°TURA 05.0213 SITE 45-YD 1 <br /> JOB W. 11578401 �W. <br /> F <br /> MECHANICAL MASTER EVERETT, WA uwc No. 45-YD-M581-03 <br />