3003 W CASINO RD BLDG 40-21 2018-09-21

UP TO ANSI CLASS 600, USE RAISED FACE (RF), WELD-NECK (WN) 5. USE SAME COATING FOR REPAIRS. ATMOS ATMOSPHERE MSS MFG'S STANDARDIZATION SOCIETY FLANGES. BORE SHALL MATCH PIPE BORE. RAISED FACE SURFACING 5. CONDENSATE PIPE INSULATION IN INTERIOR DRY LOCATIONS OR BLDG BUILDING N NEW IL SUBMITTALS: SHALL BE GROOVED FOR GASKET TYPE. SURFACE FINISH SHALL BE SEALED BURIED TUNNELS SHALL BE FIBERGLASS WITH FSK ALL COATING EXECUTION: BOT BOTTOM NS NEAR SIDE 125 to 250 RG N-IN FOR SPIRAL WOUND GASKETS. SERVICE JACKET. BW BUTT WELD (M/F)NPT (MALE/FEMALE) NATIONAL PIPE 1. SUBMIT MATERIALS FOR APPROVAL CONFORMING THIS SPECIFICATION. 1. DO NOT COAT GALVANIZED OR STAINLESS STEEL SURFACES. CA COMPRESSED AIR THREAD WHERE MANUFACTURERS ARE LISTED COMPARABLE PRODUCT 2. GASKETS SHALL BE SPIRAL WOUND TYPE WITH EXTERNAL CENTERING SUPPORTS&ANCHORS: CHR CHILLED WATER RETURN OD OUTER DIAMETER SUBMITTALS CAN ACCOMPANY BASIS OF DESIGN PRODUCT SUBMITTAL, RING. GASKET SHALL CONFORM TO ASME 816.20. THE GASKET SHALL 2. COAT ALL EXPOSED BARE STEEL UNLESS NOTED OTHERWISE. CHS CHILLED WATER SUPPLY BE TYPE 304 STAINLESS STEEL SPIRAL WOUND STRIP WITH FLEXIBLE 1. SUPPORTS AND ANCHORS SHALL BE PER THE DRAWINGS. "EQUAL" CL CLASS PC CONDENSATE RETURN (PUMPED) PLAIN END 2. WHERE INDICATED ON PLANS THE CONTRACTOR SHALL PROVIDE SHOP GRAPHITE OR PTFE FILLER. GASKET THICKNESS SHALL BE PRODUCTS MAY BE SUBMITTED. UNLESS OTHERWISE NOTED, SUPPORT 3. APPLY ALL COATINGS IN ACCORDANCE TO THE MANUFACTURER'S COND CONDENSATE RE REPLATE DRAWINGS FOR FABRICATIONS AND SPECIALTY ITEMS. THE MANUFACTURER'S STANDARD THICKNESS. BACKING RING SHALL ACT AS MATERIALS SHALL CONSIST OF THE FOLLOWING: INSTRUCTIONS. CONC CONCRETE OR CONCENTRIC PL CONTRACTOR SHALL REVIEW AND APPROVE ALL SHOP DRAWINGS PRIOR A COMPRESSION STOP AND REINFORCEMENT FOR PRESSURE DET DETAIL PLC PLACES TO ENGINEERING REVIEW. CONTAINMENT, INSTALL PER MANUFACTURER'S REQUIREMENTS. STRUCTURAL STEEL: 4. COATINGS TO BE REPAIRED IN THE FIELD PER MANUFACTURER'S DIM DIMENSION POC POINT OF CONNECTION PLATES AND ANGLES ASTM A36, FY = 36 KSI INSTRUCTIONS. DOM DOMESTIC PS PIPE SUPPORT MATERIALS: TUBE STEEL ASTM A500 GR B, FY = 46 KSI PSIG LB/SQAURE INCH GAUGE 3. BOLTS SHALL BE PER ASTM A193 GR B7 AND INSTALLED WITH THRU E EXISTING BOLTS ASTM A307 RED REDUCING OR REDUCER HARDENED STEEL WASHERS. TYPE 1, CIRCULAR, PER ASTM F436. GROUT: EA EACH REF REFERENCE 1. FURNISH ALL EQUIPMENT, TOOLS, ETC. REQUIRED FOR THE ANCHOR BOLTS ASTM A36 THREADED RODS OR A307 EJ EXPANSION JOINT INSTALLATION OF THE COMPLETE AND OPERATING SYSTEM. ALL EPDXY ANCHORS ICC ES EVALUATED-IBC RF RAISED FACE 4. HEX NUTS PER ASTM A194 GR 2H HEAVY HEX HIGH TEMPERATURE. RAPID STRENGTH: EL ELBOW EQUIPMENT AND MATERIALS SHALL BE NEW UNLESS OTHERWISE NOTED. COMPLIANT HILTI HY-150 ANCHOR REQ'D REQUIRED ELEV ELEVATION 5. WASHERS SHALL BE: TYPE 1, CIRCULAR,THROUGH HARDENED SYSTEM OR HVA SYSTEM W/ASTM A36 1. NONSHRINK CEMENTATIOUS GROUT SHALL BE A PRE-PROPORTIONED, FDN FOUNDATION SCH SCHEDULE QUALITY CONTROL: THREADED RODS OR AISI TYPE 304 PREPACKAGED, PRECISION CEMENT BASED GROUT REQUIRING ONLY FIG FIGURE SIM SIMILAR MATERIAL AND DIMENSIONS PER ASTM F WITH (2010), 38-45 HRC STAINLESS STEEL IN WET AREAS. THE ADDITION OF POTABLE WATER. THE GROUT SHALL NOT CONTAIN FF FINISH FLOOR SPD SUMP PUMP DISCHARGE HARDNESS. WASHERS SHALL BE MARKED WITH A SYMBOL INDICATING STAINLESS STEEL BOLTS, METALLIC AGGREGATE, EXPANSIVE CEMENT, OR GAS GENERATING FLG FLANGE 1. CONFORMANCE TO DESIGN INTENT WILL BE EVALUATED BY THE SOL SOCK-O-LET THE TYPE. SQ SQUARE ENGINEER OF RECORD. THIS WILL INCLUDE INSPECTION OF RECORDS HEX CAP SCREWS, ADDITIVES SUCH AS ALUMINUM POWDER. THE GROUT SHALL CONTAIN FOB FLAT ON BOTTOM AND OBSERVATION OF INSTALLATION. QUESTIONS REGARDING DESIGN 6. TIGHTEN FLANGE BOLTS PER SPECIFICATION SECTION 232213. FLANGES AND STUDS ASTM F593 AN AIR RELEASE AGGREGATE TO GENERATE POSITIVE EXPANSION. FP FULL PORT SS STAINLESS STEEL INTENT SHALL BE ADDRESSED TO THE ENGINEER OF RECORD. GROUT SHALL BE CAPABLE OF EXPOSURE TO 1000'F 24 HOURS FS FAR SIDE STA STATION SHALL BE ALIGNED IN ALL DIRECTIONS AS INDICATED IN SPECIFICATIONS. TORQUE ALL BOLTS PER METHOD DESCRIBED AND STEAM TRAPS: AFTER PLACEMENT WITHOUT DEGRADATION OF PERFORMANCE. HE HARD FACED STD STANDARD 2. EXAMINATION WILL BE PERFORMED BY A THIRD PARTY RETAINED BY THE VALUES THAT ARE SET FORTH IN SPECIFICATION. HPC HIGH PRESSURE CONDENSATE STM STEAM BOEING. PREPARE PIPING FOR EXAMINATION AND NOTIFY BOEING 1. STEAM TRAPS SHALL BE OF FREE FLOAT DESIGN FREE OF LEVERS, 2. MANUFACTURER: FIVE STAR HTR GROUT OR ENGINEER APPROVED HPS HIGH PRESSURE STEAM STRUC STRUCTURAL CONSTRUCTION MANAGER AND ENGINEER WHEN PIPING IS READY FOR LINKAGES OR OTHER MECHANICAL CONNECTIONS TO DRAIN LIQUID EQUAL.THE MANUFACTURER SHALL BE ISO 9001 CERTIFIED AND HR HOUR SW SOCKET WELD EXAMINATION. DO NOT COVER OR INSULATE WELDED JOINTS UNTIL FITTINGS: CONDENSATE AND RATED FOR 250 PSIG. HAVE AT LEAST FIVE YEARS EXPERIENCE IN THE TBE THREADED BOTH ENDS HS (FLEXIBLE METAL) HOSE ACCEPTED BY THE OWNER. ALL WELDED JOINTS SHALL HAVE VISUAL MANUFACTURE OF PRECISION CEMENT-BASED GROUTS. THE TE THREADED END HSS HOLLOW STRUCTURAL STEEL EXAMINATION OF ROOT PASS AND FINAL COVER WELD BY CERTIFIED FLOAT BALL SHALL FREE FLOAT TO MODULATE THE FLOW OF GROUT MATERIAL SHALL MEET ALL THE FOLLOWING TYPICAL THD THREAD 1. BUTT WELD FITTINGS - ASTM A234 WPB FOR CARBON STEEL FITTINGS INSUL INSULATION WELDING INSPECTOR. PER B16.9, SHORT RADIUS ELBOWS AND RETURNS PER 816.28. LIQUID CONDENSATE OUT OF THE TRAP BODY AS A VALVE, PERFORMANCE CRITERIA WHEN CURED AT 70'F: LB POUND THRU THROUGH THROUGH A HARDENED ORIFICE SEAT RING. - EARLY HEIGHT CHANGE, ASTM C 827 0.0 TO 4.0% LG LONG TOL THREAD-0-LET 2 CONTRACTOR SHALL MAINTAIN RECORDS ON ED EL SITE FOR 2. THREADED FITTINGS: - 3000# FITTINGS PER ASME 816.11. SCREWED - COMPRESSIVE STRENGTH, ASTM C 942 1 DAY 4000 PSI, 28 DAYS LR LONG RADIUS TYR TYPICAL INSPECTION. THESE SHALL INCLUDE QUALIFIED WELDING PROCEDURES, FLOAT ORIFICE SEAT SIZES SHALL BE AVAILABLE FOR A 6500 PSI NPT FITTINGS - PER ANSI 81.20.1. NO MALLEABLE IRON OR CAST VLT VAULT MAX MAXIMUM WELDER CERTIFICATIONS, AND EQUIPMENT QUALIFICATIONS. RECORDS MINIMUM OF 5 RANGES OF STEAM PRESSURES UP TO THE - BOND STRENGTH,ASTM C 882, 28 DAYS 2000 PSI 13.8 WN WELD NECK IRON FITTINGS ARE ALLOWED. NO CLOSE NIPPLES ARE ALLOWED. DO ( ) MFG MANUFACTURER SHALL ALSO BE MAINTAINED AT SITE OF SHOP FABRICATION IF MAXIMUM POSSIBLE FOR THE TRAP. WOE WELD-O-LET NOT USE THREADED FITTINGS AT INACCESSIBLE STEAM AND MH MANHOLE LOCATION IS NOT AT BOEING SITE. COMPLY WITH INSPECTOR WT WEIGHT CONDENSATE PIPING, OR PIPING VAULTS AND TRENCHES EXCEPT AT ALL PURPOSE GROUT: MIN MINIMUM REQUESTS FOR RECORDS IMMEDIATELY. TRAP SHALL CONTAIN A HIGH RELIABILITY BALANCED WTR WATER EQUIPMENT, STRAINERS,VALVES,AND TRAPS. PRESSURE THERMOSTATIC STAINLESS STEEL ENCAPSULATING 1. GROUT: FOR BASEPLATES NOT SUBJECT TO HIGH EARLY HEAT USE W/ WITH 3. SYSTEM TESTING IS THE CONTRACTOR'S RESPONSIBILITY. TESTING TYPE BELLOWS, CAPABLE OF DISCHARGING AIR AND FIVE-STAR NONSHRINK CEMENTATIOUS GROUT. GROUT SHALL BEA XH/XS EXTRA HEAVY EXTRA STRONG 3. SOCKET WELD FITTINGS - 3000# FITTINGS PER ASME 816.11, & ASTM HEAVY/ EXTRA BE DONE PER ASME 831.1. REVIEW TEST METHOD WITH NON-CONDENSABLE GASES CONTINUOUSLY WITHIN 15 DEG F OF PREPROPORTIONED, PREPACKAGED, PRECISION CEMENT BASED GROUT A105. USE SOCKET WELD FITTINGS AT INACCESSIBLE LOCATIONS, ENGINEER. SCHEDULE TESTING FOR WITNESS OWNER'S SATURATION TEMPERATURE. REQUIRING ONLY THE ADDITION OF POTABLE WATER.THE GROUT SHALL REPRESENTATIVE OR INSPECTOR. HYDROSTATICIC TESTING WILL BE TRENCHES,AND VAULTS. AVOIDED AT THIS SITE UNLESS APPROVED BY ENGINEER. TRAP SHALL BE CAST STEEL ASTM A216 GRADE WCB WITH NOT CONTAIN METALLIC AGGREGATE, EXPANSIVE CEMENT, OR GASGENERATING ADDITIVES SUCH AS ALUMINUM POWDER. THE GROUT SEISMIC DESIGN CONDITONS: EXPANSION JOINTS: STAINLESS SLEEVE ON FLOAT EXHAUST PORT FOR EROSION SHALL CONTAIN AN AIR RELEASE AGGREGATE TO GENERATE POSITIVE 1. SUPPORTS AND RESTRAINTS AS INDICATED ON DRAWINGS, 4. A PRELIMINARY PNEUMATIC TEST NOT TO EXCEED 25 PSIG SHALL BE 1. EXTERNALLY PRESSURIZED BELLOWS TYPE: BELLOWS MATERIAL SHALL CONTROL) BODIES RATED FOR 650 PSIG AND 750 DEG F. EXPANSION. THE MANUFACTURER SHALL BE ISO 9001 CERTIFIED AND 2. SEE DESIGN SPECTRUM TABLE. USED TO IDENTIFY MAJOR LEAKS PRIOR TO PLACEMENT OF PIPE IN HAVE AT LEAST FIVE YEARS EXPERIENCE IN THE MANUFACTURE OF TRENCH. DO NOT APPLY TEST PRESSURES TO EXPANSION JOINTS, BE 2-PLY INCONELL 600 FOR STEAM SERVICE. NPT CONNECTIONS SHALL BE AVAILABLE ON ALL SIZES OF PRECISION CEMENT-BASED GROUTS. BOEING EVERETT SITE SEISMIC SPECTRUM ASCE 7 / USGS SPECTRUM STEAM PIPING WILL BE TESTED USING AN INITIAL SERVICE TEST EXPANSION HOSE: TRAPS, FLANGED CONNECTIONS SHALL BE PROVIDED WHERE g=in/s"2/386.4 PERIOD HORIZONTAL VERTICAL WITH EXAMINATION OF EVERY JOINT. INDICATED AND CONFORM TO ALL ASPECTS OF ASME B16.5 AND 2. GROUT MATERIAL SHALL MEET ALL THE FOLLOWING TYPICAL PCC-1 SPECIFICATIONS. PERFORMANCE CRITERIA WHEN CURED AT 73'F 23'C: HORIZONTAL VERTICAL G G 1. "US HOSE"INCONEL 625 HOSE CORE, SINGLE 321 SS BRAID,AISI ( ) PERIOD in/s-2 REQ. h 0.0010 0.1586 0.1692 5. SHOP FABRICATED PIPING SPOOLS SHALL BE HYDROSTATICALLY - EARLY HEIGHT CHANGE,ASTM C 827 0.0 TO 4.0% 9 9 304 SS MALE NPT ENDS, HEX BOSS. - HARDENED HEIGHT CHANGE,ASTM C 1090 0.0 TO 0.3% 0.0962 0.3905 0.1692 PRESSURE TESTED TO 450 PSIG PRIOR TO SENDING TO THE FIELD, AN INTEGRAL STRAINER OF LARGE SURFACE AREA SHALL BE 0.01 227.50 0.589 0.394 100.000 AS REFERENCED IN ASME B31.1. MAINTAIN TEST RECORDS AT THE INSTALLED. 0.4809 0.3905 0.1692 VALVES: - EFFECTIVE BEARING AREA 95% FABRICATION SITE AND THE BOEING EVERETT SITE. - COMPRESSIVE ASBESTOS FREE TRAP BODY GASKETING SHALL BE UTILIZED. STRENGTH, ASTM C 109, 28 DAYS 8000 PSI (55.2 0.20 448.00 1.263 0.846 5.000 00.5415 0.3467 0.1692 .5094 0.3686 0.1692 6. DO NOT COVER PIPING WITH INSULATION UNTIL APPROVED BY BOEING. 1. GATE VALVES 2 1/2"AND LARGER, SHALL BE MANUFACTURED IN ALL INTERNAL COMPONENTS SHALL BE OF STAINLESS STEEL MPA) 0.30 465.70 1.205 0.808 3.333 0.5779 0.3249 0.1692 ACCORDANCE WITH ASME 16.34.VALVE CLASS AS INDICATED. OS&Y, MATERIAL. - BOND STRENGTH, ASTM C 882, 28 DAYS 2000 PSI (13.8) 0.6196 0.3030 0.1692 " PIPING DESIGN CONDITIONS: BOLTED BONNET, SEATS SHALL BE API-5 STELLITE HARD FACED - MFR: EUCLID 3500 PSI GROUT OR EQUAL. 1.00 209.70 0.543 0.364 1.000 0.6678 0.2811 0.1692 WEDGE TO ASTM A479-410 OR STELLITE HARD FACED SEAT. NICHOLSON OR TLV MANUFACTURED UNITS ARE ACCEPTABLE. 1.50 139.10 0.360 0.241 0.667 0.7241 0.2593 0.1692 HIGH PRESSURE STEAM AND CONDENSATE GROUT PLACEMENT: 0.7908 0.2374 0.1692 2. BUTTERFLY VALVES 14"& 16": SHALL BE HIGH PERFORMANCE 1. SEE DRAWINGS M500 AND M500o FOR TRAP REQUIREMENTS. 2.00 104.30 0.270 0.181 0.500 0.8710 0.2156 0.1692 PIPING CODE: ASME 631.1 TYPE, ASTM A216 WCB BODY AND DISC,STELLITE ALLOY 21 OVERLAY 1. MIX AND INSTALL GROUT FOR BASE PLATES, AND ANCHORS. CLEAN 0.9694 0.1937 0.1692 PRESSURE RATING:ANSI CLASS 300 SEAT, ASTM A479 SHAFT, DUPLEX SS WITH GRAPHITE SEAL, 316SS AND ROUGHEN CONCRETE SURFACES THAT WILL COME INTO CONTACT 3.00 69.55 0.180 0.121 0.333 1.0927 0.1718 0.1692 DESIGN PRESSURE:300 PSIG HARD FACED BEARING. ANCHORAGE WITH GROUT.ALL SURFACES IN CONTACT WITH GROUT SHALL BE FREE 4.00 52.16 0.135 0.090 0.250 1.2520 _0.1500 0.1692 DESIGN TEMPERATURE: 421 'F OF OIL, GREASE,AND OTHER CONTAMINANTS, CONCRETE MUST BE 1.4657 0.1281 0.1692 OPERATING PRESS.255 PSIG 3. GATE VALVES 2"AND SMALLER SHALL BE FORGED STEEL 800# CLASS 1. EXPANSION ANCHORS SHALL NOT BE USED IN WET AREAS, BELOW CLEAN, SOUND AND ROUGHENED TO ENSURE A GOOD BOND. SOAK 15.00 41.73 0.108 0.072 1 0.200 1.7674 0.1062 0.1692 OPERATING TEMP: 410'F ASTM A105 BODY, STANDARD PORT, SEAL WELDED BONNET, SOCKET GRADE AREAS, OR HIGH CYCLING SYSTEMS SUCH AS CONDENSATE. CONCRETE SURFACE FOR 8 TO 24 HOURS OR AS INDICATED ON 2.2254 0.0844 0.1692 AMB. INSTALL. TEMP: 20'F MINIMUM WELD OR THREADED END AS INDICATED, SEATS SHALL BE API-5 PRODUCT INSTRUCTIONS. 3. DESIGN CRITERIA FOR ASCE 7 AND USGS SPECTRUM 3.0039 0.0625 0.1692 PIPE EXP./CONTR: +3.14"/ -0.40" (PER 100 FT) STELLITE HARD FACED WEDGE TO STELLITE HARD FACED SEAT. 2. ADHESIVE ANCHORS SHALL CONSIST OF ALL-THREAD ANCHOR ROD, 2. PLACE GROUT IN TEMPERATURE RANGE OF 40'F TO 90'F. TO BE USED AS CRITERIA FOR STEAM PIPE NOT 4.6200 0.0352 0.1692 NUT, WASHER,AND EPDXY INJECTION GEL OR ADHESIVE CAPSULE LOCATED IN A BUILDING OR CONNECTED VAULT. 10 0.0075 0.1692 NUMBER OF CYCLES STEAM 3,000 CYCLES, USE B31.1 ALLOWABLE 4. GLOBE VALVES 2"AND SMALLER SHALL BE FORGED STEEL 800# SYSTEM. WET AREA ANCHOR RODS (UTILITY TRENCHES-TUNNELS) 3. GROUT DEPTH SHALL BE 1"MIN.-3" MAX. FORM AND POUR SELF STRESS. CLASS ASTM A105 BODY, STANDARD PORT, SEAL WELDED BONNET, SHALL BE MANUFACTURED FROM AISI 304 STAINLESS STEEL THREADED IMPORTANCE FACTOR = SEE S2A SOCKET WELD OR THREADED END AS INDICATED. SEATS SHALL BE ROD, DRY AREA ANCHOR RODS SHALL BE MANUFACTURED FROM A-36 LEVELING GROUT. POUR FROM ONE SIDE TO PURGE AIR FROM SITE COEFFICIENT Fv = 1.00 CONDENSATE, LOW PRESSURE, PUMPED, OR VENTS. API-5 STELLITE HARD FACED SEAT AND DISC. MATERIAL, ZINC PLATED IN ACCORDANCE WITH ASTM 8633. UNDER BASEPLATE. PROVIDE FORMS AS REQUIRED FOR PLACEMENT OF SITE COEFFICIENT Fv = 1.35 COFFMAN GROUT. AVOID AIR ENTRAPMENT DURING PLACEMENT OF GROUT. PLACE SS = SEE S2A AMN G I N E E R S PIPING CODE: ASME 831.1 5. CHECK VALVES 2"AND SMALLER SHALL BE BALL TYPE, FORGED STEEL 3. ALL RELATED PRODUCTS, MATERIALS,AND INSTALLATION SHALL BE IN GROUT, COMPLETELY FILLING BASEPLATE AREA. WET CURE PLACED S1 = SEE S2A eo,cmnne"".soreeoo s ",wAsam, PRESSURE RATING: ANSI CLASS 150 800# CLASS, BOLTED BONNET, ASTM A105 BODY, VOGT 8701 OR ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. GROUT FOR 30 MINUTES. RESPONSE MODIFICATION = 3.25 DESIGN PRESSURE:150 PSIG, APPROVED. SEE ASCE 7 / USGS SPECTRUM TABLE, DESIGN TEMPERATURE: 200'F 4. ALTERNATE PRODUCTS BY OTHER MANUFACTURERS MAY BE OPERATING PRESS.15 TO 60 PSIG INSULATION: SUBSTITUTED WITH WRITTEN APPROVAL OF STRUCTURAL ENGINEER OF OPERATING TEMP: 200'F RECORD. PROVIDE ICC-ES SHOWING EQUAL OR GREATER LOAD 100% SUBMITTAL - 05.02.13 AMB. INSTALL. TEMP: 20'F MINIMUM 1. SHALL BE PER WASHINGTON NON-RESIDENTIAL ENERGY CODE MINIMUM. CAPACITIES AND COMPLIANCE WITH THE GOVERNING IBC FOR SEISMIC PIPE EXP. /CONTR: +1.83"/ -0.40" (PER 100 FT) SEE SCHEDULE& DRAWINGS FOR INSULATION THICKNESS. USES, LOAD RESISTANCE, INSTALLATION CATEGORY,AVAILABILITY OF NOT FOR CONSTRUCTION COMPREHENSIVE, AND INSTALLATION INSTRUCTIONS. ADHESIVE ANCHORS NUMBER OF CYCLES CONDENSATE: 8 MILLION CYCLES, 10.8 KSI 2. STEAM PIPE LOCATIONS IN TUNNEL LOCATIONS OR SEALED BURIED WILL ALSO CONSIDER CREEP, IN-SERVICE TEMPERATURES,AND ALLOWABLE EXPANSION STRESS (REVERSING) RANGE. TUNNELS SHALL BE FIBERGLASS WITH ALL SERVICE JACKET. INSTALLATION TEMPERATURES. Plan Check No.: M1306-035 PIPE: 3. CONDENSATE PIPING WITHIN 8'-0"OF FLOOR OR IN ACCESSIBLE Job Address: 3003 W CASINO RD #40-21 LOCATIONS SHALL BE INSULATED FOR PERSONNEL PROTECTION. Owner: BOEING COMPANY 1. STEAM, CONDENSATE, AND FLASH STEAM:ASTM A106 GR B SEAMLESS. OTHERWISE INSULATION IS NOT REQUIRED. DO NOT INSULATE STEAM COATINGS OPTEMTII A53 GR B, SEAMLESS. UNLESS NOTED OTHERWISE: PIPING 2" NPS TRAP ASSEMBLIES INSIDE VAULTS UNLESS NOTED OTHERWISE. FLUID TYPE 'CF; Tenant: BOEING COMPANY AND UNDER SHALL BE SCH. 80, PIPING 2 1/2"TO 10" NPS SHALL 1. COATINGS FOR EXTERIOR SURFACES (PIPE SUPPORTS, ETC.) Application Date: 6/14/2013 BE SCH. 40, PIPING 12"AND LARGER SHALL BE STD. WEIGHT. 4. CONDENSATE PIPING AT EXTERIOR LOCATIONS, VAULTS,AND AREAS 200 PSIG STM FIBERGLASS 351-4 SUBJECT TO ABUSE AND FLOODING SHALL BE INSULATED WITH 2. SOLVENT CLEAN PER SSPC-SP1._PREPARE SURFACES PER SSPC-SP6. 200 PSIG STM FOAMGLASS 351-4 Proposed Use: MFG 2. COMPRESSED AIR AND SUMP PIPING: A53 GR B, SEAMLESS OR ERW. FOAMGLASS WITH ALUMINUM JACKET. EXTERIOR EXPOSED INSULATION CONDENSATE-ALL FIBERGLASS 141-2 Type of work: STEAM LINE - E-68 GUARD GATE UNLESS NOTED OTHERWISE: PIPING SHALL BE SCH. 40. SHALL BE FINISHED WITH CAULKED, EMBOSSED 0.024"ALUMINUM 3. USE DEVOE DEVFLEX 4020 OR ENGINEER APPROVED EQUAL. LAGGING, INSULATION BELOW TRENCH OR VAULT COVER JOINTS CONDENSATE-ALL FOAMGLASS 141-2 FLANGES: (SUBJECT TO DRIPPING WATER) SHALL BE COVERED WITH ALUMINUM 4. APPLY ALL COATINGS IN ACCORDANCE TO THE MANUFACTURER'S Office Set Job Set Fire/Planning Se LAGGING. OTHER LOCATIONS SHALL BE FINISHED WITH FSK ALL INSTRUCTIONS. srM 1.ASTM A105 FLANGE&dW ASME 816.5 FOR PRE SUITE R kmi, DAM REASON W APPROWD DATE ��FL SO ACCEPTABILITY G.ROUTH 05.02.13 sOeNrtE DI Reviewed For Permit: Date: -Do - 1) B GRID SIZE- BRIDGE TO 45-003-STEAM UPGRADES 11578401 CEI/MS MS 05O2A3 �! _ N^SL�rO THIS DESIGN ANO/OR y� DF SPECIFlGTION IS APPROVED M.SOTURA 05.02.13 LNUINLLK APPROVED W DEPT. DATE CEI 05.02.13 Tmc \ _M SOTURA 05.02.13 MECHANICAL MASTER EVERETT, WAl 45-YD-M2B '