|
UP TO ANSI CLASS 600, USE RAISED FACE(RF), WELD-NECK (WN) BELOW TRENCH OR VAULT COVER JOINTS (SUBJECT TO DRIPPING COATINGS
<br /> FLANGES. BORE SHALL MATCH PIPE BORE. RAISED FACE SURFACING WATER) SHALL BE COVERED WITH ALUMINUM LAGGING. OTHER
<br /> SUBMITTALS: SHALL BE GROOVED FOR GASKET TYPE. SURFACE FINISH SHALL BE LOCATIONS SHALL BE FINISHED WITH FSK ALL SERVICE JACKET. 1. COATINGS FOR EXTERIOR SURFACES (PIPE SUPPORTS, ETC.) ATMOS ATMOSPHERE MSS MFG'S STANDARDIZATION SOCIETY
<br /> 125 to 250 Ra Ai-IN FOR SPIRAL WOUND GASKETS. BLDG BUILDING N NEW
<br /> 1. SUBMIT MATERIALS FOR APPROVAL CONFORMING THIS SPECIFICATION. 6. CONDENSATE PIPE INSULATION IN INTERIOR DRY LOCATIONS OR 2. SOLVENT CLEAN PER SSPC-SP1._PREPARE SURFACES PER SSPC-SP6. BOT BOTTOM NS NEAR SIDE
<br /> WHERE MANUFACTURERS ARE LISTED COMPARABLE PRODUCT 2. GASKETS SHALL BE SPIRAL WOUND TYPE WITH EXTERNAL CENTERING SEALED BURIED TUNNELS SHALL BE FIBERGLASS WITH FSK ALL BW BUTT WELD (M/F)NPT (MALE/FEMALE) NATIONAL PIPE
<br /> SUBMITTALS CAN ACCOMPANY BASIS OF DESIGN PRODUCT SUBMITTAL. RING. GASKET SHALL CONFORM TO ASME 816.20.THE GASKET SHALL SERVICE JACKET. 3. USE DEVOE DEVFLEX 4020 OR ENGINEER APPROVED EQUAL. CA COMPRESSED AIR THREAD
<br /> BE TYPE 304 STAINLESS STEEL SPIRAL WOUND STRIP WITH FLEXIBLE CHR CHILLED WATER RETURN OD OUTER DIAMETER
<br /> 2. WHERE INDICATED ON PLANS THE CONTRACTOR SHALL PROVIDE SHOP GRAPHITE OR PTFE FILLER. GASKET THICKNESS SHALL BE SUPPORTS &ANCHORS: 4.APPLY ALL COATINGS IN ACCORDANCE TO THE MANUFACTURER'S CHS CHILLED WATER SUPPLY PC CONDENSATE RETURN (PUMPED)
<br /> DRAWINGS FOR FABRICATIONS AND SPECIALTY ITEMS. THE MANUFACTURER'S STANDARD THICKNESS. BACKING RING SHALL ACT AS INSTRUCTIONS. CL CLASS PE PLAIN END
<br /> CONTRACTOR SHALL REVIEW AND APPROVE ALL SHOP DRAWINGS PRIOR COND CONDENSATE
<br /> TO ENGINEERING REVIEW. A COMPRESSION STOP AND REINFORCEMENT FOR PRESSURE 1. SUPPORTS AND ANCHORS SHALL BE PER THE DRAWINGS. "EQUAL" PL PLATE
<br /> CONTAINMENT. INSTALL PER MANUFACTURER'S REQUIREMENTS. PRODUCTS MAY BE SUBMITTED. UNLESS OTHERWISE NOTED, SUPPORT 5. USE SAME COATING FOR REPAIRS. CONC CONCRETE OR CONCENTRIC PLC PLACES
<br /> MATERIALS SHALL CONSIST OF THE FOLLOWING: DET DETAIL POC POINT OF CONNECTION
<br /> MATERIALS. 3. BOLTS SHALL BE PER ASTM A193 GR B7 AND INSTALLED WITH THRU COATING EXECUTION: DIM DIMENSION PS PIPE SUPPORT
<br /> 1. FURNISH ALL EQUIPMENT,TOOLS, ETC. REQUIRED FOR THE HARDENED STEEL WASHERS.TYPE 1, CIRCULAR, PER ASTM F436. STRUCTURAL STEEL: DOM DOMESTIC PSIG LB/SQAURE INCH GAUGE
<br /> PLATES AND ANGLES ASTM A36, FY= 36 KSI 1. DO NOT COAT GALVANIZED OR STAINLESS STEEL SURFACES. E EXISTING RED REDUCING OR REDUCER
<br /> INSTALLATION OF THE COMPLETE AND OPERATING SYSTEM. ALL EA EACH
<br /> EQUIPMENT AND MATERIALS SHALL BE NEW UNLESS OTHERWISE NOTED. 4. HEX NUTS PER ASTM A194 GR 2H HEAVY HEX TUBE STEEL ASTM A500 GR B, FY= 46 KSI REF REFERENCE
<br /> BOLTS ASTM A307 2. COAT ALL EXPOSED BARE STEEL UNLESS NOTED OTHERWISE. EJ EXPANSION JOINT RF RAISED FACE
<br /> 5. WASHERS SHALL BE:TYPE 1, CIRCULAR,THROUGH HARDENED ANCHOR BOLTS ASTM A36 THREADED RODS OR A307 EL ELBOW REQ'D REQUIRED
<br /> QUALITY CONTROL: ELEV ELEVATION
<br /> MATERIAL AND DIMENSIONS PER ASTM F436 (2010), 38 45 HRC EPDXY ANCHORS ICC ES EVALUATED-IBC 3.APPLY ALL COATINGS IN ACCORDANCE TO THE MANUFACTURER'S SCH SCHEDULE
<br /> COMPLIANT HILTI HY-150 ANCHOR INSTRUCTIONS. FDN FOUNDATION
<br /> HARDNESS. WASHERS SHALL BE MARKED WITH A SYMBOL INDICATING SIM SIMILAR
<br /> 1. CONFORMANCE TO DESIGN INTENT WILL BE EVALUATED BY THE THE TYPE. SYSTEM OR HVA SYSTEM W ASTM A36 FIG FIGURE
<br /> / SPD SUMP PUMP DISCHARGE
<br /> ENGINEER OF RECORD. THIS WILL INCLUDE INSPECTION OF RECORDSTHREADED RODS OR AISI TYPE 304 4. COATINGS TO BE REPAIRED IN THE FIELD PER MANUFACTURER'S FF FINISH FLOOR SOL SOCK-O-LET
<br /> AND OBSERVATION OF INSTALLATION. QUESTIONS REGARDING DESIGN fLG FLANGE
<br /> 6.TIGHTEN FLANGE BOLTS PER SPECIFICATION SECTION 232213. FLANGES STAINLESS STEEL IN WET AREAS. INSTRUCTIONS. SQ SQUARE
<br /> A INTENT SHALL BE ADDRESSED TO THE ENGINEER OF RECORD. FOB FLAT ON BOTTOM SS STAINLESS STEEL
<br /> SHALL BE ALIGNED IN ALL DIRECTIONS AS INDICATED IN STAINLESS STEEL BOLTS,
<br /> SPECIFICATIONS. TORQUE ALL BOLTS PER METHOD DESCRIBED AND HEX CAP SCREWS, GROUT: FP FULL PORT STA STATION
<br /> 2. EXAMINATION WILL BE PERFORMED BY A THIRD PARTY RETAINED BY THE VALUES THAT ARE SET FORTH IN SPECIFICATION. AND STUDS ASTM F593 FS FAR SIDE STD STANDARD
<br /> BOEING. PREPARE PIPING FOR EXAMINATION AND NOTIFY BOEING HF HARD FACED
<br /> HIGH TEMPERATURE. RAPID STRENGTH: STM STEAM
<br /> CONSTRUCTION MANAGER AND ENGINEER WHEN PIPING IS READY FORHPC HIGH PRESSURE CONDENSATE
<br /> STEAM STRUC STRUCTURAL
<br /> TRAPS:
<br /> EXAMINATION. DO NOT COVER OR INSULATE WELDED JOINTS UNTIL FITTINGS: 1. NONSHRINK CEMENTITIOUS GROUT SHALL BE A PRE-PROPORTIONED, HPS HIGH PRESSURE STEAM SW SOCKET WELD
<br /> ACCEPTED BY THE OWNER. ALL WELDED JOINTS SHALL HAVE VISUAL HR HOUR
<br /> EXAMINATION OF ROOT PASS AND FINAL COVER WELD BY CERTIFIED 1. STEAM TRAPS SHALL BE OF FREE FLOAT DESIGN FREE OF LEVERS, PREPACKAGED, PRECISION CEMENT BASED GROUT REQUIRING ONLY HS (FLEXIBLETBE THREADED BOTH ENDS
<br /> 1. BUTT WELD FITTINGS - ASTM A234 WPB FOR CARBON STEEL FITTINGS LINKAGES OR OTHER MECHANICAL CONNECTIONS TO DRAIN LIQUID THE ADDITION OF POTABLE WATER.THE GROUT SHALL NOT CONTAIN METAL) HOSE TE THREADED END
<br /> WELDING INSPECTOR. PER 816.9, SHORT RADIUS ELBOWS AND RETURNS PER 816.28. CONDENSATE. METALLIC AGGREGATE, EXPANSIVE CEMENT, OR GAS GENERATING HSS HOLLOW STRUCTURAL STEEL
<br /> INSUL INSULATION THD THREAD
<br /> 2. CONTRACTOR SHALL MAINTAIN RECORDS ON EVERETT SITE FOR ADDITIVES SUCH AS ALUMINUM POWDER. THE GROUT SHALL CONTAIN LB POUND THRU THROUGH
<br /> INSPECTION. THESE SHALL INCLUDE QUALIFIED WELDING PROCEDURES, 2. THREADED FITTINGS: - 3000# FITTINGS PER ASME 816.11. SCREWED FLOAT BALL SHALL FREE FLOAT TO MODULATE THE FLOW OF AN AIR RELEASE AGGREGATE TO GENERATE POSITIVE EXPANSION. TOL THREAD-O-LET
<br /> NPT FITTINGS - PER ANSI 81.20.1. NO MALLEABLE IRON OR CAST LIQUID CONDENSATE OUT OF THE TRAP BODY AS A VALVE, GROUT SHALL BE CAPABLE OF EXPOSURE TO 1000'F 24 HOURS LG LONG TYP TYPICAL
<br /> WELDER CERTIFICATIONS,AND EQUIPMENT QUALIFICATIONS. RECORDS THROUGH A HARDENED ORIFICE SEAT RING. AFTER PLACEMENT WITHOUT DEGRADATION OF PERFORMANCE. LR LONG RADIUS VLT VAULT
<br /> IRON FITTINGS ARE ALLOWED. NO CLOSE NIPPLES ARE ALLOWED. DO
<br /> SHALL ALSO BE MAINTAINED AT SITE OF SHOP FABRICATION IF NOT USE THREADED FITTINGS AT INACCESSIBLE STEAM AND MAX MAXIMUM WN WELD NECK
<br /> LOCATION IS NOT AT BOEING SITE. COMPLY WITH INSPECTOR FLOAT ORIFICE SEAT SIZES SHALL BE AVAILABLE FOR A 2. MANUFACTURER: FIVE STAR HTR GROUT OR ENGINEER APPROVED MFG MANUFACTURER WOL WELD-O-LET
<br /> REQUESTS FOR RECORDS IMMEDIATELY. CONDENSATE PIPING, OR PIPING VAULTS AND TRENCHES EXCEPT AT MINIMUM OF 5 RANGES OF STEAM PRESSURES UP TO THE EQUAL. THE MANUFACTURER SHALL BE ISO 9001 CERTIFIED AND MH MANHOLE WT WEIGHT
<br /> EQUIPMENT, STRAINERS,VALVES, AND TRAPS. MIN MINIMUM
<br /> 3. SYSTEM TESTING IS THE CONTRACTOR'S RESPONSIBILITY. TESTING MAXIMUM POSSIBLE FOR THE TRAP. HAVE AT LEAST FIVE YEARS EXPERIENCE IN THE WTR WATER
<br /> SHALL BE DONE PER ASME 831.1. REVIEW TEST METHOD WITH 3. SOCKET WELD FITTINGS - 3000# FITTINGS PER ASME 816.11, &ASTM MANUFACTURE OF PRECISION CEMENT-BASED GROUTS.THE W/ WITH
<br /> TRAP SHALL CONTAIN A HIGH RELIABILITY BALANCED GROUT MATERIAL SHALL MEET ALL THE FOLLOWING TYPICAL
<br /> A105. USE SOCKET WELD FITTINGS AT INACCESSIBLE LOCATIONS, XH/XS EXTRA HEAVY/EXTRA STRONG
<br /> ENGINEER. SCHEDULE TESTING FOR WITNESS BY OWNER'S PRESSURE THERMOSTATIC STAINLESS STEEL ENCAPSULATING PERFORMANCE CRITERIA WHEN CURED AT 70'F:
<br /> REPRESENTATIVE OR INSPECTOR. HYDROSTATIC TESTING WILL BE TRENCHES,AND VAULTS. TYPE BELLOWS, CAPABLE OF DISCHARGING AIR AND - EARLY HEIGHT CHANGE,ASTM C 827 0.0 TO 4.0%
<br /> AVOIDED AT THIS SITE UNLESS APPROVED BY ENGINEER. EXPANSION JOINTS: NON-CONDENSABLE GASES CONTINUOUSLY WITHIN 15 DEG F OF - COMPRESSIVE STRENGTH,ASTM C 942 1 DAY 4000 PSI, 28 DAYS SEISMIC DESIGN CONDITIONS:
<br /> SATURATION TEMPERATURE. 6500 PSI
<br /> 4.A PRELIMINARY PNEUMATIC TEST NOT TO EXCEED 25 PSIG SHALL BE BOND STRENGTH,ASTM C 882, 28 DAYS 2000 PSI 13.8 1. SUPPORTS AND RESTRAINTS AS INDICATED ON DRAWINGS.
<br /> 1. BELLOWS MATERIAL SHALL BE 2-PLY INCONEL 600 FOR STEAM ( )
<br /> USED TO IDENTIFY MAJOR LEAKS PRIOR TO PLACEMENT OF PIPE IN TRAP SHALL BE CAST STEEL ASTM A216 GRADE WCB WITH
<br /> SERVICE AND INCONEL 625 FOR CONDENSATE SERVICE. PROVIDE
<br /> TRENCH. DO NOT APPLY TEST PRESSURES TO EXPANSION JOINTS. WITH (2) 3/4"SOCKET WELD DRAIN CONNECTIONS AT BOTTOM OF STAINLESS SLEEVE ON FLOAT EXHAUST PORT FOR EROSION ALL PURPOSE GROUT: 2. SEE DESIGN SPECTRUM TABLE.
<br /> STEAM PIPING WILL BE TESTED USING AN INITIAL SERVICE TEST EXPANSION JOINTS. CONTROL) BODIES RATED FOR 650 PSIG AND 750 DEG F. .
<br /> WITH EXAMINATION OF EVERY JOINT. 1. GROUT: FOR BASEPLATES NOT SUBJECT TO HIGH EARLY HEAT USE
<br /> EXPANSION HOSE: NPT CONNECTIONS SHALL BE AVAILABLE ON ALL SIZES OF FIVE-STAR NONSHRINK CEMENTATIOUS GROUT. GROUT SHALL BE A BOEING EVERETT SITE SEISMIC SPECTRUM
<br /> 5. SHOP FABRICATED PIPING SPOOLS SHALL BE HYDROSTATICALLY TRAPS, FLANGED CONNECTIONS SHALL BE PROVIDED WHERE PREPROPORTIONED, PREPACKAGED, PRECISION CEMEMT BASED GROUT g=in/s'"2/386.4
<br /> PRESSURE TESTED TO 450 PSIG PRIOR TO SENDING TO THE FIELD, 1. "US HOSE" INCONEL 625 HOSE CORE, SINGLE 321 SS BRAID,AISI INDICATED AND CONFORM TO ALL ASPECTS OF ASME 816.5 AND REQUIRING ONLY THE ADDITION OF POTABLE WATER.THE GROUT SHALL
<br /> AS REFERENCED IN ASME 831.1. MAINTAIN TEST RECORDS AT THE 304 SS MALE NPT ENDS, HEX BOSS. PCC-1 SPECIFICATIONS. NOT CONTAIN METALLIC AGGREGATE, EXPANSIVE CEMENT, OR GAS HORIZONTAL VERTICAL
<br /> FABRICATION SITE AND THE BOEING EVERETT SITE. GENERATING ADDITIVES SUCH AS ALUMINUM POWDER. THE GROUT PERIOD in/s"2 9 9 FREQ. hz
<br /> VALVES: AN INTEGRAL STRAINER OF LARGE SURFACE AREA SHALL BE SHALL CONTAIN AN AIR RELEASE AGGREGATE TO GENERATE POSITIVE
<br /> 6. DO NOT COVER PIPING WITH INSULATION UNTIL APPROVED BY BOEING. INSTALLED. EXPANSION.THE MANUFACTURER SHALL BE ISO 9001 CERTIFIED AND 0.01 227.50 0.589 0.394 100.000
<br /> HAVE AT LEAST FIVE YEARS EXPERIENCE IN THE MANUFACTURE OF
<br /> PIPING DESIGN CONDITIONS: 1. GATE VALVES 2 1/2"AND LARGER, SHALL BE MANUFACTURED IN 0.20 448.00 1.263 0.846 5.000
<br /> ACCORDANCE WITH ASME 16.34. VALVE CLASS AS INDICATED. OS&Y, ASBESTOS FREE TRAP BODY GASKETING SHALL BE UTILIZED. PRECISION CEMENT-BASED GROUTS.
<br /> HIGH PRESSURE STEAM AND CONDENSATE BOLTED BONNET, SEATS SHALL BE API-5 STELLITE HARD FACED ALL INTERNAL COMPONENTS SHALL BE OF STAINLESS STEEL 0.30 465.70 1.205 0.808 3.333
<br /> MATERIA
<br /> WEDGE TO ASTM A479-410 OR STELLITE HARD FACED SEAT. L. 2. GROUT MATERIAL SHALL MEET ALL THE FOLLOWING TYPICAL 1.00 209.70 0.543 0.364 1.000
<br /> PIPING CODE: ASME B31.1 PERFORMANCE CRITERIA WHEN CURED AT 73"F(23'C):
<br /> PRESSURE RATING:ANSI CLASS 300 2. GATE VALVES 2"AND SMALLER SHALL BE FORGED STEEL 800# CLASS NICHOLSON OR TLV MANUFACTURED UNITS ARE ACCEPTABLE. - EARLY HEIGHT CHANGE,ASTM C 827 0.0 TO 4.0% 1.50 139.10 0.360 0.241 0.667
<br /> DESIGN PRESSURE:300 PSIG ASTM A105 BODY, STANDARD PORT, SEAL WELDED BONNET, SOCKET - HARDENED HEIGHT CHANGE,ASTM C 1090 0.0 TO 0.3%
<br /> DESIGN TEMPERATURE: 421 'F WELD OR THREADED END AS INDICATED. SEATS SHALL BE API-5 2• SEE DRAWINGS M500 AND MSOOa FOR TRAP REQUIREMENTS. EFFECTIVE BEARING AREA 95% 2.00 104.30 0.270 0.181 0.500
<br /> OPERATING PRESS.255 PSIG STELCONDENSATE PUMPS: - COMPRESSIVE STRENGTH,ASTM C 109, 28 DAYS 8000 PSI (55.2 STELLITE HARD FACED WEDGE TO STELLITE HARD FACED SEAT. MPA) 3.00 69.55 0.180 0.121 0.333
<br /> OPERATING TEMP: 410'F 4.00 52.16 0.135 0.090 0.250 AFOFFMAN
<br /> AMB. INSTALL.TEMP: 20'F MINIMUM 3. GLOBE VALVES 2"AND SMALLER SHALL BE FORGED STEEL 800# 1. PRESSURE POWERED PUMPS UTILIZING 50 TO 100 PSIG PLANT AIR, - BOND STRENGTH,ASTM C 882, 28 DAYS 2000 PSI (13.8)
<br /> PIPE EXP./CONTR: +3.14"/-0.40" (PER 100 FT) CLASS ASTM A105 BODY, STANDARD PORT, SEAL WELDED BONNET, NON ELECTRIC. ASTM A216 WCB CAST STEEL BODY. MAXIMUM 5.00 41.73 0.108 0.072 0.200 N G I N E E A S
<br /> SOCKET WELD OR THREADED END AS INDICATED. SEATS SHALL BE ALLOWABLE PRESSURE 285 PSIG, 650'F. STAINLESS STEEL INTERNAL GROUT PLACEMENT:
<br /> NUMBER OF CYCLES STEAM 3,000 CYCLES, USE B31.1 ALLOWABLE API-5 STELLITE HARD FACED SEAT AND DISC. 'W1F>nhA..,»'s"ee900IS°M"°'WA98101
<br /> PARTS AND CHECK VALVES. PROVIDE WITH SIGHT GLASS, Ph 2061123.07171.208.620775n1.a,eawns
<br /> STRESS. COMPRESSED AIR REGULATOR AND 10 MICRON FILTER. SEE M500a 1. MIX AND INSTALL GROUT FOR BASE PLATES, AND ANCHORS. CLEAN ",m,,,..,,,
<br /> 4. CHECK VALVES 2"AND SMALLER SHALL BE BALL TYPE, FORGED STEEL FOR SCHEDULES. AND ROUGHEN CONCRETE SURFACES THAT WILL COME INTO CONTACT 'Al"w° ^^.'�`1^'"^^'+
<br /> CONDENSATE, LOW PRESSURE, PUMPED, OR VENTS. 800#CLASS, BOLTED BONNET,ASTM A105 BODY, VOGT 6701 OR WITH GROUT. ALL SURFACES IN CONTACT WITH GROUT SHALL BE FREE
<br /> APPROVED. ANCHORAGE OF OIL, GREASE,AND OTHER CONTAMINANTS. CONCRETE MUST BE
<br /> PIPING CODE: ASME B31.1 CLEAN, SOUND AND ROUGHENED TO ENSURE A GOOD BOND. SOAK ISSUED FOR PERMIT
<br /> PRESSURE RATING: ANSI CLASS 150 INSULATION: 1. EXPANSION ANCHORS SHALL NOT BE USED IN WET AREAS, BELOW CONCRETE SURFACE FOR 8 TO 24 HOURS OR AS INDICATED ON
<br /> DESIGN PRESSURE:150 PSIG, GRADE AREAS. OR HIGH CYCLING SYSTEMS SUCH AS CONDENSATE. PRODUCT INSTRUCTIONS. 08.22.1 2
<br /> DESIGN TEMPERATURE: 200 T 1. SHALL BE PER WASHINGTON NON-RESIDENTIAL ENERGY CODE. SEE 2. PLACE GROUT IN TEMPERATURE RANGE OF 40'F TO 90'F.
<br /> OPERATING PRESS.15 TO 60 PSIG SCHEDULE Sc DRAWINGS FOR INSULATION THICKNESS. 2.ADHESIVE ANCHORS SHALL CONSIST OF ALL-THREAD ANCHOR ROD,
<br /> N OPERATING TEMP: 200'F NUT, WASHER,AND EPDXY INJECTION GEL OR ADHESIVE CAPSULE 3. GROUT DEPTH SHALL BE 1"MIN.-3" MAX.
<br /> AMB. INSTALL.TEMP: 20'F MINIMUM 2. STEAM PIPE IN EXTERIOR LOCATIONS, EXTERIOR SURFACE TRENCH, SYSTEM.WET AREA ANCHOR RODS (UTILITY TRENCHES-TUNNELS) FORM AND POUR SELF LEVELING GROUT. FROM ONE SIDE TO
<br /> PIPE EXP./CONTR: +1.83"/ -0.40" (PER 100 FT) VAULTS,AND AREAS SUBJECT TO ABUSE AND FLOODING SHALL BE SHALL BE MANUFACTURED FROM AISI 304 STAINLESS STEEL THREADED PURGE AIR FROM E FEL BASEPLATE. T.PRPOUR FORMS AS ERESIDET
<br /> INSULATED WITH FOAM GLASS. EXTERIOR EXPOSED AND VAULT ROD. DRY AREA ANCHOR RODS SHALL BE MANUFACTURED FROM A-36 FOR PLACEMENT UF GROUT.
<br /> IRED
<br /> NUMBER OF CYCLES CONDENSATE: 8 MILLION CYCLES, 10.8 KSI INSULATION SHALL BE FINISHED WITH CAULKED, EMBOSSED 0.024" MATERIAL, ZINC PLATED IN ACCORDANCE WITH ASTM B633. AVOID AIR ENTRAPMENTNDURING PIPE INSULATION SCHEDULE
<br /> ALLOWABLE EXPANSION STRESS (REVERSING) RANGE. ALUMINUM LAGGING. STEAM PIPING IN SURFACE TRENCHES SHALL BE
<br /> FINISHED WITH PITTWRAP OR EQUAL. 3. ALL RELATED PRODUCTS, MATERIALS,AND INSTALLATION SHALL BE IN PLACEMENT OF GROUT. OPERATING THERMAL MEAN NOMINAL PIPE OR TUBE SIZE (IN) INSULATION
<br /> PLACE GROUT, COMPLETELY FILLING TEMP. CONDUCTIVITY TEMPERATURE THICKNESS PER WASHINGTON NREC (2009)
<br /> PIPE: 3. STEAM PIPE LOCATIONS IN TUNNEL LOCATIONS OR SEALED BURIED ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. BASEPLATE AREA.WET CURE PLACED FLUID TYPE CO (BTU"IN/HR"SF''F) RATING('F) <1 1"TO<1-1/2" 1-1/2°TO<4" 4"TO<8" NOTES:
<br /> 1. STEAM, CONDENSATE, AND FLASH STEAM:ASTM A106 GR B SEAMLESS. TUNNELS SHALL BE FIBERGLASS FOR ALL SERVICE JACKET. 4. ALTERNATE PRODUCTS BY OTHER MANUFACTURERS MAY BE GROUT FOR 30 MINUTES 8"& UP
<br /> A53 GR B, SEAMLESS. UNLESS NOTED OTHERWISE: PIPING 2" NPS SUBSTITUTED WITH WRITTEN APPROVAL OF STRUCTURAL ENGINEER OF LP STM FIBERGLASS 250 0.30 150 2 2 2.5 2.5 2.5
<br /> AND UNDER SHALL BE SCH. 80, PIPING 2 1/2"TO 10" NPS SHALL 4. CONDENSATE PIPING WITHIN 8'-0"OF FLOOR OR IN ACCESSIBLE RECORD. PROVIDE ICC-ES SHOWING EQUAL OR GREATER LOAD LP STM FOAMGLASS 250 0.36 150 3 3 3 3 3
<br /> BE SCH. 40, PIPING 12"AND LARGER SHALL BE STD. WEIGHT. LOCATIONS SHALL BE INSULATED FOR PERSONNEL PROTECTION. CAPACITIES AND COMPLIANCE WITH THE GOVERNING IBC FOR SEISMIC 15-115 PSIG STM FIBERGLASS 251-350 0.32 200 2 3 3.5 3.5 3.5
<br /> OTHERWISE INSULATION IS NOT REQUIRED. DO NOT INSULATE STEAM USES, LOAD RESISTANCE, INSTALLATION CATEGORY, AVAILABILITY OF - -
<br /> 2. COMPRESSED AIR AND SUMP PIPING:A53 GR B, SEAMLESS OR ERW. TRAP ASSEMBLIES INSIDE VAULTS UNLESS NOTED OTHERWISE. COMPREHENSIVE, AND INSTALLATION INSTRUCTIONS. ADHESIVE ANCHORS 15-115 PSIG STM FOAMGLASS 251-350 0.39 200 3 4.5 5 5 5
<br /> UNLESS NOTED OTHERWISE: PIPING SHALL BE SCH. 40. WILL ALSO CONSIDER CREEP, IN-SERVICE TEMPERATURES, AND 200 PSIG STM FIBERGLASS 351-410 0.34 250 3 3.5 3.5 4.5 4.5 'TUNNELS/
<br /> ,BASEMENT
<br /> 5. CONDENSATE PIPING AT EXTERIOR LOCATIONS,VAULTS,AND AREAS INSTALLATION TEMPERATURES. 200 PSIG STM FOAMGLASS 351-410 0.41 250 5 5 5 6 6 VAULTS
<br /> FLANGES: SUBJECT TO ABUSE AND FLOODING SHALL BE INSULATED WITH -
<br /> MINERAL WOOL. EXTERIOR EXPOSED INSULATION SHALL BE FINISHED CONDENSATE-ALL FIBERGLASS 141-200 0.29 125 1 1 1 1 1 PERSONNEL
<br /> •1.ASTM A105 FLANGES PER ASME B16.5 FOR PRESSURE RATINGS WITH CAULKED, EMBOSSED 0.024"ALUMINUM LAGGING. INSULATION CONDENSATE-ALL FOAMGLASS 141-200 0.35 125 1 1 1 1 1 PROTECTION
<br /> SYM REVISpN BY APPROVED DATE SYM REVISION q( APPROVED DATE DRAWN DATE SUBTITLE CURRENT RE41SOH SYMBOL DATE
<br /> L S ACCEPTABILITY G.ROUTH 08.22.12 11578401 O R I S 08.22.12
<br /> ORIS SITE-VAULT'F"TO 45-003-STEAM UPGRADES 11578401 CEI/MS MS 08.22.12 `$'� °T STEAM UPGRADES SPECIFICATIONS
<br /> G ( THIS DESIGN IS ANDPRO M.SOTURA� ^ SPECIFICATION APPROVED M.SOTURA 08.22.12 SHEET
<br /> el.._
<br /> B�EzHG® �� ENUSOTUT SITE- BRIDGE TO 40-021 STEAM UPGRADES /� /�,4/�yj., APPROVED BY DEPT. DALE M. 08.22.12 / _/CHECKED (� (f�
<br /> �'•/ UP SOTURA 08.22.12
<br /> tF,i.. APPROVED SITE 45-YD DB NO. 11578401 COMP
<br /> SAY APPROVED MECHANICAL MASTER EVERETT, WA DWG No. 45-YD-M2
<br />
|