FAA NOME BOILERS REPLACEMENT REV. A WITH OPTIONAL ELECTRICAL SCOPE.pdf
PDF 4 MB Posted
- Solicitation number
- 6973GH-25-R-00081
About this file
This file contains architectural and engineering drawings for a boiler replacement project at the FAA Housing Complex in Nome, Alaska. The drawings include mechanical, electrical, and concrete specifications along with detailed site plans, demolition plans, and new mechanical floor plans.
The drawings specify the replacement of existing boilers with three new Weil-McLain Series-2 788 oil-fired boilers (B-1, B-2, B-3) rated at 1,713 MBH output each, along with associated pumps, tanks, valves, and piping. Key components include a new 264-gallon expansion tank (ET-1), air separator (AS-1), and fuel oil system modifications. The scope includes demolition of existing equipment, installation of new concrete pads, and modifications to heating distribution piping serving multiple FAA and National Weather Service buildings. Optional electrical work includes lighting upgrades. The mechanical systems must maintain minimum heating temperatures of 60 degrees during installation. All work must comply with current building, mechanical, electrical, and fire codes as specified in the drawings.
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FEDERAL AVIATION ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
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DANIEL BURTON
PLATFORM MANAGER, ANI-AJW-2W18A
XXX
NOME
XOME-D-LIVQ-G001
ASHLYNN BURGESS
XXX
LIVQ
NOME BOILERS REPLACEMENT
COVER SHEET
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ANI-AJW-2W18A
ORGANIZATION
INFRASTRUCTURE ENGR CENTER - ANC ANCHORAGE, AK
Is su e R ea so n
THIS DRAWING PRODUCED ON THE XXXXXXXXXX REGION AUTOCAD SYSTEM
DANIEL WILLIAMS
PROJECT ENGINEER, ANI-AJW-2W18A
21006911
A
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ALASKA
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OME AIRPORT
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LITTLE CREEK RD
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CEMETERY RD
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SEPPALA DR
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CONSTRUCTION RD
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PROSPECT ST
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CENTER CREEK RD
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FAA/DOYLE RD
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DUTCH HARBOR
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KOTZEBUE
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NOME
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BERING SEA
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CHUKCHI SEA
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SALMON
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KING
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BETHEL
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ANCHORAGE
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FAIRBANKS
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BARROW
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BEAUFORT SEA
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PRUDHOE BAY
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JUNEAU
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GULF OF ALASKA
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KODIAK
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KETCHIKAN
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COLD BAY
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(NIKISKI)
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KENAI
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MCGRATH
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REPLACE BOILERS NOME LIVQ NOME, ALASKA
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LOCATION MAP
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OME LIVQ
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THIS PROJECT
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PROJECT
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LOCATION
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VICINITY MAP - NOME, ALASKA
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DRAWING NUMBER
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GENERAL
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CONCRETE SPECIFICATIONS
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MECHANICAL SPECIFICATIONS
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MECHANICAL SPECIFICATIONS
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SITE PLAN
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ALD-OME-811.004
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SITE VICINITY MAP AND SURVEY CONTROL DIAGRAM
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MECHANICAL
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SITE PIPING PLAN
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DEMOLITION PLAN
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DEMOLITION ELEVATION VIEWS
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NEW MECHANICAL FLOOR PLAN
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PIPING AND INSTRUMENTATION
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MECHANICAL DETAILS
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MECHANICAL SCHEDULES
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ELECTRICAL
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ELECTRICAL SPECIFICATIONS
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NEW POWER PLAN
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LIGHTING PLAN
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PANEL SCHEDULES
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ONE LINE DIAGRAM
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DANIEL BURTON
PLATFORM MANAGER, ANI-AJW-2W18A
XXX
NOME
XOME-D-LIVQ-G002
ASHLYNN BURGESS
XXX
LIVQ
NOME BOILERS REPLACEMENT
ABBREVIATIONS, VALVE SCHEDULE, AND SYMBOLS
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ANI-AJW-2W18A
ORGANIZATION
INFRASTRUCTURE ENGR CENTER - ANC ANCHORAGE, AK
Is su e R ea so n
THIS DRAWING PRODUCED ON THE XXXXXXXXXX REGION AUTOCAD SYSTEM
DANIEL WILLIAMS
PROJECT ENGINEER, ANI-AJW-2W18A
21006911
A
B
C
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ALASKA
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ROOM NAME/ NUMBER DESIGNATOR
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MECH. RM.
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NOTE SPECIFIC TO LOCATION INDICATED
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NOTE APPLIES TO ENTIRE SHEET
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AC
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EQUIPMENT DESIGNATOR
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ABBREVIATIONS
AutoCAD SHX Text ° DEGREES DEGREES ø DIAMETER OR PHASE DIAMETER OR PHASE A AMPERE AMPERE AC ALTERNATING CURRENT ALTERNATING CURRENT ANSI AMERICAN NATIONAL STANDARDS INSTITUTE AMERICAN NATIONAL STANDARDS INSTITUTE APVD APPROVED APPROVED ARCH ARCHITECT OR ARCHITECTURAL ARCHITECT OR ARCHITECTURAL ASJ ALL-SERVICE JACKETING ALL-SERVICE JACKETING ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS AMERICAN SOCIETY OF MECHANICAL ENGINEERS ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS AMERICAN SOCIETY FOR TESTING AND MATERIALS AWG AMERICAN WIRE GAUGE AMERICAN WIRE GAUGE BKR BREAKER BREAKER BTU BRITISH THERMAL UNITS BRITISH THERMAL UNITS CAP CAPACITY CAPACITY CF CUBIC FOOT CUBIC FOOT CFM CUBIC FEET PER MINUTE CUBIC FEET PER MINUTE CFR CODE OF FEDERAL REGULATIONS CODE OF FEDERAL REGULATIONS CONT CONTINUOUS OR CONTINUED CONTINUOUS OR CONTINUED COR CONTRACTING OFFICER'S REPRESENTATIVE CONTRACTING OFFICER'S REPRESENTATIVE CP CIRCULATION PUMP CIRCULATION PUMP CU COPPER COPPER CV CONTROL VALVE CONTROL VALVE CW COLD WATER COLD WATER dBA DECIBELS DECIBELS DC DIRECT CURRENT DIRECT CURRENT DDC DIRECT DIGITAL CONTROL DIRECT DIGITAL CONTROL DEG DEGREES DEGREES DOT DEPARTMENT OF TRANSPORTATION DEPARTMENT OF TRANSPORTATION DWG DRAWING DRAWING EF EXHAUST FAN EXHAUST FAN EG ENGINE GENERATOR ENGINE GENERATOR EMT ELECTRIC METALLIC TUBE ELECTRIC METALLIC TUBE ENGR ENGINEER ENGINEER EQUIP EQUIPMENT EQUIPMENT ET EXPANSION TANK EXPANSION TANK EXT EXTERIOR EXTERIOR FAA FEDERAL AVIATION ADMINISTRATION FEDERAL AVIATION ADMINISTRATION FD FLOOR DRAIN FLOOR DRAIN FLA FULL LOAD AMPS FULL LOAD AMPS FT FEET FEET GA GAUGE GAUGE GAL GALLON GALLON GFCI GROUND-FAULT CIRCUIT INTERRUPTER GROUND-FAULT CIRCUIT INTERRUPTER GND GROUND GROUND GPH GALLONS PER HOUR GALLONS PER HOUR GPM GALLONS PER MINUTE GALLONS PER MINUTE GYP GYPSUM GYPSUM H HEIGHT HEIGHT HP HORSEPOWER HORSEPOWER HR HOUR HOUR HW HOT WATER HOT WATER HZ HERTZ HERTZ IN INCH INCH JCN JOB CONTROL NUMBER JOB CONTROL NUMBER L LENGTH LENGTH LB POUND POUND LF LINEAL FOOT LINEAL FOOT LV LOW VOLTAGE LOW VOLTAGE MAX MAXIMUM MAXIMUM MBH THOUSAND BTUH THOUSAND BTUH MECH MECHANICAL MECHANICAL MFR MANUFACTURER MANUFACTURER MIN MINIMUM OR MINUTES MINIMUM OR MINUTES MTD MOUNTED MOUNTED MV MEDIUM VOLTAGE MEDIUM VOLTAGE NEC NATIONAL ELECTRICAL CODE NATIONAL ELECTRICAL CODE NESC NATIONAL ELECTRICAL SAFETY CODE NATIONAL ELECTRICAL SAFETY CODE NO NUMBER NUMBER NPS NOMINAL PIPE SIZE NOMINAL PIPE SIZE NTP NOTICE TO PROCEED NOTICE TO PROCEED NTS NOT TO SCALE NOT TO SCALE OC ON CENTER ON CENTER OSA OUTSIDE AIR OUTSIDE AIR OSHA OCCUPATIONAL SAFETY AND HEALTH OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION P PLUMBING PLUMBING PCF POUNDS PER CUBIC FOOT POUNDS PER CUBIC FOOT PH PHASE PHASE PPE PERSONAL PROTECTIVE EQUIPMENT PERSONAL PROTECTIVE EQUIPMENT PRV PRESSURE REDUCING VALVE PRESSURE REDUCING VALVE PSI POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH PSIG POUNDS PER SQUARE INCH GAUGE POUNDS PER SQUARE INCH GAUGE PT PRESSURE TANK PRESSURE TANK R/A RETURN AIR RETURN AIR RE RESIDENT ENGINEER (FAA) RESIDENT ENGINEER (FAA) RECIRC RECIRCULATION RECIRCULATION REFR REFRIGERATOR REFRIGERATOR RG REFRIGERANT GAS REFRIGERANT GAS RGS RIGID GALVANIZED STEEL RIGID GALVANIZED STEEL RL REFRIGERANT LIQUID REFRIGERANT LIQUID RM ROOM ROOM RPM REVOLUTIONS PER MINUTE REVOLUTIONS PER MINUTE S/A SUPPLY AIR SUPPLY AIR SCH SCHEDULE SCHEDULE SOW SCOPE OF WORK SCOPE OF WORK SPD SURGE PROTECTION DEVICE SURGE PROTECTION DEVICE SQFT SQUARE FEET SQUARE FEET ST STEEL STEEL STD STANDARDS STANDARDS T, TEMP TEMPERATURE TEMPERATURE TYP TYPICAL TYPICAL UH UNIT HEATER UNIT HEATER V VENT OR VOLT VENT OR VOLT VFD VARIABLE FREQUENCY DRIVE VARIABLE FREQUENCY DRIVE VTR VENT THROUGH ROOF VENT THROUGH ROOF W WASTE, WIDTH, OR WATT WASTE, WIDTH, OR WATT W/ WITH WITH
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DETAIL CALLOUT
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REDUCER
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TEE DOWN
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PIPE
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PIPE UP
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FLEXIBLE
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THERMOWELL
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TI
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CONTROLLER
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TC
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TEMPERATURE ELEMENT
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TE
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DOMESTIC COLD WATER
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HWR
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HOT WATER RETURN
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HOT WATER SUPPLY
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HWS
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FOR
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FUEL OIL RETURN
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FUEL OIL SUPPLY
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FOS
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DOMESTIC HOT WATER
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FUSIBLE LINK VALVE
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FLOW METER
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FM
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EXISTING VALVE SCHEDULE
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TAG
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DESCRIPTION
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REMARKS
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BOILER BUILDING
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BOILER 1 SUPPLY
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DEMO
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BOILER 1 RETURN
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DEMO
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BOILER BUILDING
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DEMO
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BOILER BUILDING
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FAA SHOP SUPPLY
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FAA BLDG 112 SUPPLY
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FAA HVY EQUIP BLDG/NWS BLDG 115/116 SUPPLY
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GENERAL SHEET NOTES:
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PRESSURE ELEMENT
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PE
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ISOLATION VALVE
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HOMERUN TO PANEL (PANEL & CIRCUIT NO.)
HATCH DESIGNATES AREA OF DEMOLITION/EQUIPMENT CLEARANCE
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8 1234567
DATE
DRAWING NO
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$D
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E$ $T
IM
E$
$N
AM
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APPROVED
DATE
$F
IL
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8 234567
H
G
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C
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DO NOT SIGN
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DANIEL BURTON
PLATFORM MANAGER, ANI-AJW-2W18A
XXX
NOME
XOME-D-LIVQ-G003
ASHLYNN BURGESS
XXX
LIVQ
NOME BOILERS REPLACEMENT
CONCRETE SPECIFICATIONS
fil e.
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SN
ANI-AJW-2W18A
ORGANIZATION
INFRASTRUCTURE ENGR CENTER - ANC ANCHORAGE, AK
Is su e R ea so n
THIS DRAWING PRODUCED ON THE XXXXXXXXXX REGION AUTOCAD SYSTEM
DANIEL WILLIAMS
PROJECT ENGINEER, ANI-AJW-2W18A
21006911
A
B
C
D
ALASKA
AutoCAD SHX Text SUMMARY OF WORK 1. DEMOLISH EXISTING LEGACY EG CONCRETE PAD. CUT AND SEAL TO DEMOLISH EXISTING LEGACY EG CONCRETE PAD. CUT AND SEAL TO BE LEVEL WITH EXISTING FLOOR. SEAL EXISTING CRACK(S) IN FLOOR. 2. PROVIDE CONCRETE HOUSEKEEPING PAD FOR B-3 ACCORDING TO PROVIDE CONCRETE HOUSEKEEPING PAD FOR B-3 ACCORDING TO DRAWINGS AND THE BOILER MANUFACTURER MANUAL. 3. FILL AND SEAL EXISTING FUEL CONTAINMENT TRENCH IN BOILER FILL AND SEAL EXISTING FUEL CONTAINMENT TRENCH IN BOILER BUILDING. REGULATORY REQUIREMENTS 4. PROVIDE CONCRETE AND CONCRETE MAINTENANCE WITH THE LATEST PROVIDE CONCRETE AND CONCRETE MAINTENANCE WITH THE LATEST VERSIONS OF THE FOLLOWING CODES AND STANDARDS AS ADOPTED/AMENDED BY THE LOCAL AUTHORITY HAVING JURISDICTION: A. AMERICAN CONCRETE INSTITUTE (ACI) AMERICAN CONCRETE INSTITUTE (ACI) GENERAL 5. DEFINITIONS DEFINITIONS A. CEMENTITIOUS MATERIALS: PORTLAND CEMENT ALONE OR IN CEMENTITIOUS MATERIALS: PORTLAND CEMENT ALONE OR IN COMBINATION WITH ONE OR MORE OF THE FOLLOWING: BLENDED HYDRAULIC CEMENT, FLY ASH, SLAG CEMENT, OTHER OTHER POZZOLANS, AND SILICA FUME; MATERIALS SUBJECT TO COMPLIANCE WITH REQUIREMENTS. B. W/C RATIO: THE RATIO BY WEIGHT OF WATER TO W/C RATIO: THE RATIO BY WEIGHT OF WATER TO CEMENTITIOUS MATERIALS. 6. SUBMITTALS SUBMITTALS A. PRODUCT DATA: SUBMIT FOR EACH TYPE OF PRODUCT PRODUCT DATA: SUBMIT FOR EACH TYPE OF PRODUCT B. DESIGN MIXTURES: FOR EACH CONCRETE MIXTURE. SUBMIT DESIGN MIXTURES: FOR EACH CONCRETE MIXTURE. SUBMIT ALTERNATE DESIGN MIXTURES WHEN CHARACTERISTICS OF MATERIALS, PROJECT CONDITIONS, WEATHER, TEST RESULTS, OR OTHER CIRCUMSTANCES WARRANT ADJUSTMENTS. B.1. INDICATE AMOUNTS OF MIXING WATER TO BE WITHHELD FOR INDICATE AMOUNTS OF MIXING WATER TO BE WITHHELD FOR LATER ADDITION AT PROJECT SITE. C. STEEL REINFORCEMENT SHOP DRAWINGS: PLACING DRAWINGS STEEL REINFORCEMENT SHOP DRAWINGS: PLACING DRAWINGS THAT DETAIL FABRICATION, BENDING, AND PLACEMENT. INCLUDE BAR SIZES, LENGTHS, MATERIAL, GRADE, BAR SCHEDULES, STIRRUP SPACING, BENT BAR DIAGRAMS, BAR ARRANGEMENT, SPLICES AND LAPS, MECHANICAL CONNECTIONS, TIE SPACING, HOOP SPACING, AND SUPPORTS FOR CONCRETE REINFORCEMENT. D. MANUFACTURER QUALIFICATION DATA MANUFACTURER QUALIFICATION DATA E. MATERIAL CERTIFICATES, FOR EACH MATERIAL, SIGNED BY MATERIAL CERTIFICATES, FOR EACH MATERIAL, SIGNED BY MANUFACTURERS 7. DELIVERY, STORAGE, HANDLING DELIVERY, STORAGE, HANDLING A. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR MINIMUM AND MAXIMUM TEMPERATURE REQUIREMENTS AND OTHER CONDITIONS FOR STORAGE. B. STORE CEMENTITIOUS MATERIALS OFF THE GROUND, UNDER STORE CEMENTITIOUS MATERIALS OFF THE GROUND, UNDER COVER, AND IN A DRY LOCATION. C. STORE AGGREGATES COVERED AND IN A DRY LOCATION; STORE AGGREGATES COVERED AND IN A DRY LOCATION; MAINTAIN GRADING AND OTHER REQUIRED CHARACTERISTICS AND PREVENT CONTAMINATION. 8. FIELD CONDITIONS FIELD CONDITIONS A. COLD-WEATHER PLACEMENT: COMPLY WITH ACI 306.1 AND AS COLD-WEATHER PLACEMENT: COMPLY WITH ACI 306.1 AND AS FOLLOWS. PROTECT CONCRETE WORK FROM PHYSICAL DAMAGE OR REDUCED STRENGTH THAT COULD BE CAUSED BY FROST, FREEZING ACTIONS, OR LOW TEMPERATURES. B. WHEN AVERAGE HIGH AND LOW TEMPERATURE IS EXPECTED TO WHEN AVERAGE HIGH AND LOW TEMPERATURE IS EXPECTED TO FALL BELOW 40 DEG F (4.4 DEG C) FOR THREE SUCCESSIVE DAYS, MAINTAIN DELIVERED CONCRETE MIXTURE TEMPERATURE WITHIN THE TEMPERATURE RANGE REQUIRED BY ACI 301 (ACI 301M). C. DO NOT USE FROZEN MATERIALS OR MATERIALS CONTAINING ICE DO NOT USE FROZEN MATERIALS OR MATERIALS CONTAINING ICE OR SNOW. DO NOT PLACE CONCRETE ON FROZEN SUBGRADE OR ON SUBGRADE CONTAINING FROZEN MATERIALS. D. DO NOT USE CALCIUM CHLORIDE, SALT, OR OTHER MATERIALS DO NOT USE CALCIUM CHLORIDE, SALT, OR OTHER MATERIALS CONTAINING ANTIFREEZE AGENTS OR CHEMICAL ACCELERATORS UNLESS OTHERWISE SPECIFIED AND APPROVED IN MIXTURE DESIGNS. PRODUCTS 9. FORM-FACING MATERIALS: SMOOTH-FORMED FINISHED CONCRETE: FORM-FACING MATERIALS: SMOOTH-FORMED FINISHED CONCRETE: FORM-FACING PANELS THAT PROVIDE CONTINUOUS, TRUE, AND SMOOTH CONCRETE SURFACES. G. PLYWOOD, METAL, OR OTHER APPROVED PANEL MATERIALS. PLYWOOD, METAL, OR OTHER APPROVED PANEL MATERIALS. B. EXTERIOR-GRADE PLYWOOD PANELS, SUITABLE FOR CONCRETE EXTERIOR-GRADE PLYWOOD PANELS, SUITABLE FOR CONCRETE FORMS. 10. CONCRETE MATERIALS: OBTAIN EACH TYPE OR CLASS OF CONCRETE MATERIALS: OBTAIN EACH TYPE OR CLASS OF CEMENTITIOUS MATERIAL OF THE SAME BRAND FROM THE SAME MANUFACTURER'S PLANT, OBTAIN AGGREGATE FROM SINGLE SOURCE, AND OBTAIN ADMIXTURES FROM SINGLE SOURCE FROM SINGLE MANUFACTURER. A. CEMENTITIOUS MATERIALS: CEMENTITIOUS MATERIALS: A.1. PORTLAND CEMENT: ASTM C 150/C 150M, [TYPE I] [TYPE PORTLAND CEMENT: ASTM C 150/C 150M, [TYPE I] [TYPE II] [TYPE I/II] [TYPE III] [TYPE V], [GRAY] A.2. FLY ASH: ASTM C 618, [CLASS F] [CLASS F OR C]. FLY ASH: ASTM C 618, [CLASS F] [CLASS F OR C]. A.3. SLAG CEMENT: ASTM C 989/C 989M, GRADE 100 OR 120. SLAG CEMENT: ASTM C 989/C 989M, GRADE 100 OR 120. 11. CONCRETE MIXTURES WILL BE SLABS-ON-GRADE: NORMAL-WEIGHT CONCRETE MIXTURES WILL BE SLABS-ON-GRADE: NORMAL-WEIGHT CONCRETE. A. MINIMUM COMPRESSIVE STRENGTH: 4000 PSI AT 28 DAYS MINIMUM COMPRESSIVE STRENGTH: 4000 PSI AT 28 DAYS B. MAXIMUM W/C RATIO: 0.45 MAXIMUM W/C RATIO: 0.45 EXECUTION 12. CONCRETE MIXING: CONCRETE MIXING: A. READY-MIXED CONCRETE: MEASURE, BATCH, MIX, AND DELIVER READY-MIXED CONCRETE: MEASURE, BATCH, MIX, AND DELIVER CONCRETE ACCORDING TO ASTM C 94/C 94M AND FURNISH BATCH TICKET INFORMATION. B. PROJECT-SITE MIXING: MEASURE, BATCH, AND MIX CONCRETE PROJECT-SITE MIXING: MEASURE, BATCH, AND MIX CONCRETE MATERIALS AND CONCRETE ACCORDING TO ASTM C 94/C 94M. MIX CONCRETE MATERIALS IN APPROPRIATE DRUM-TYPE BATCH MACHINE MIXER B.1. PROVIDE BATCH TICKET FOR EACH BATCH DISCHARGED AND PROVIDE BATCH TICKET FOR EACH BATCH DISCHARGED AND USED IN THE WORK, INDICATING PROJECT IDENTIFICATION NAME AND NUMBER, DATE, MIXTURE TYPE, MIXTURE TIME, QUANTITY, AND AMOUNT OF WATER ADDED. RECORD APPROXIMATE LOCATION OF FINAL DEPOSIT IN STRUCTURE 13. REINFORCEMENT: PROVIDE ADEQUATE REINFORCEMENT FOR CONCRETE REINFORCEMENT: PROVIDE ADEQUATE REINFORCEMENT FOR CONCRETE USING ONE OF THE FOLLOWING METHODS: L. 6X6 10 GAUGE WIRE MESH PLACED 1 1/2" -3" FROM EACH 6X6 10 GAUGE WIRE MESH PLACED 1 1/2" -3" FROM EACH OUTER EDGE M. #4 STEEL REBAR EVERY 12", LOCATED 2" FROM BOTTOM OF #4 STEEL REBAR EVERY 12", LOCATED 2" FROM BOTTOM OF CONCRETE PAD C. OTHER METHOD AND/OR MATERIALS APPROVED BY FAA PROJECT OTHER METHOD AND/OR MATERIALS APPROVED BY FAA PROJECT ENGINEER 14. FORMWORK INSTALLATION: DESIGN, ERECT, SHORE, BRACE, AND FORMWORK INSTALLATION: DESIGN, ERECT, SHORE, BRACE, AND MAINTAIN FORMWORK, ACCORDING TO ACI 301 (ACI 301M), TO SUPPORT VERTICAL, LATERAL, STATIC, AND DYNAMIC LOADS, AND CONSTRUCTION LOADS THAT MIGHT BE APPLIED, UNTIL STRUCTURE CAN SUPPORT SUCH LOAD. A. LIMIT CONCRETE SURFACE IRREGULARITIES, DESIGNATED BY ACI LIMIT CONCRETE SURFACE IRREGULARITIES, DESIGNATED BY ACI 347 AS ABRUPT OR GRADUAL. B. CHAMFER EXTERIOR CORNERS AND EDGES OF PERMANENTLY CHAMFER EXTERIOR CORNERS AND EDGES OF PERMANENTLY EXPOSED CONCRETE. C. CLEAN FORMS AND ADJACENT SURFACES TO RECEIVE CONCRETE. CLEAN FORMS AND ADJACENT SURFACES TO RECEIVE CONCRETE. REMOVE CHIPS, WOOD, SAWDUST, DIRT, AND OTHER DEBRIS JUST BEFORE PLACING CONCRETE. 15. EMBEDDED ITEM INSTALLATION: PLACE AND SECURE ANCHORAGE EMBEDDED ITEM INSTALLATION: PLACE AND SECURE ANCHORAGE DEVICES AND OTHER EMBEDDED ITEMS REQUIRED FOR ADJOINING WORK THAT IS ATTACHED TO OR SUPPORTED BY CAST-IN-PLACE CONCRETE. USE SETTING DRAWINGS, TEMPLATES, DIAGRAMS, INSTRUCTIONS, AND DIRECTIONS FURNISHED WITH ITEMS TO BE EMBEDDED. A. INSTALL ANCHOR RODS, ACCURATELY LOCATED, TO ELEVATIONS INSTALL ANCHOR RODS, ACCURATELY LOCATED, TO ELEVATIONS REQUIRED AND COMPLYING WITH TOLERANCES IN SECTION 7.5 OF AISC 303. OF AISC 303. 16. CURING: CURE ACCORDING TO MIX SPECIFICATIONS. CURING: CURE ACCORDING TO MIX SPECIFICATIONS. N. PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD OR HOT TEMPERATURES. COMPLY WITH ACI 306.1 FOR COLD-WEATHER PROTECTION O. MEASURE FLOOR AND SLAB FLATNESS AND LEVELNESS MEASURE FLOOR AND SLAB FLATNESS AND LEVELNESS ACCORDING TO ASTM E 1155 (ASTM E 1155M) WITHIN 24 HOURS OF FINISHING.
CONCRETE SPECIFICATIONS
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NOME
XOME-D-LIVQ-G004
ASHLYNN BURGESS
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LIVQ
NOME BOILERS REPLACEMENT
MECHANICAL SPECIFICATIONS
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ANI-AJW-2W18A
ORGANIZATION
INFRASTRUCTURE ENGR CENTER - ANC ANCHORAGE, AK
Is su e R ea so n
THIS DRAWING PRODUCED ON THE XXXXXXXXXX REGION AUTOCAD SYSTEM
DANIEL WILLIAMS
PROJECT ENGINEER, ANI-AJW-2W18A
21006911
A
B
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D
ALASKA
AutoCAD SHX Text
MECHANICAL SPECIFICATIONS
SUMMARY OF WORK: 1. DEMOLISH LEGACY MECHANICAL SYSTEMS AS SHOWN, SCHEDULED, DEMOLISH LEGACY MECHANICAL SYSTEMS AS SHOWN, SCHEDULED, AND SPECIFIED. 2. PROVIDE NEW MECHANICAL SYSTEMS AS SHOWN, SCHEDULED, AND PROVIDE NEW MECHANICAL SYSTEMS AS SHOWN, SCHEDULED, AND SPECIFIED TO SUPPORT THE REPLACEMENT AND REDESIGN OF THE NOME FAA HOUSING COMPLEX BOILER SYSTEM. 3. THE CONTRACTOR WILL MAINTAIN HEATING SERVICE TO ALL FAA AND THE CONTRACTOR WILL MAINTAIN HEATING SERVICE TO ALL FAA AND NWS SPACES TO THE GREATEST EXTENT POSSIBLE. CUTOVERS WILL BE COORDINATED WITH THE FAA COR AND ARE NOT TO EXCEED 4 HOURS. OCCUPIED SPACES WILL BE MAINTAINED AT A TEMPERATURE OF 60 DEGREES OR GREATER DURING A CUTOVER. CONTRACTOR WILL SUBMIT A PHASING PLAN TO BE AGREED UPON WITH FAA. REGULATORY REQUIREMENTS 4. PROVIDE PLUMBING AND MECHANICAL SYSTEM IN COMPLIANCE WITH PROVIDE PLUMBING AND MECHANICAL SYSTEM IN COMPLIANCE WITH THE FOLLOWING CODES AND STANDARDS AS ADOPTED/AMENDED BY THE LOCAL AUTHORITY HAVING JURISDICTION: A. 2021 INTERNATIONAL BUILDING CODE (IBC) 2021 INTERNATIONAL BUILDING CODE (IBC) B. 2021 INTERNATIONAL MECHANICAL CODE (IMC) 2021 INTERNATIONAL MECHANICAL CODE (IMC) C. 2021 INTERNATIONAL PLUMBING CODE (IPC) 2021 INTERNATIONAL PLUMBING CODE (IPC) D. 2021 INTERNATIONAL FUEL GAS CODE (IFGC) 2021 INTERNATIONAL FUEL GAS CODE (IFGC) E. 2021 INTERNATIONAL FIRE CODE (IFC) 2021 INTERNATIONAL FIRE CODE (IFC) 5. DESIGN GUIDELINES: AMERICAN SOCIETY OF HEATING, REFRIGERATION DESIGN GUIDELINES: AMERICAN SOCIETY OF HEATING, REFRIGERATION AND AIR-CONDITONING ENGINEERS (ASHRAE) GENERAL 6. PERFORM WORK IN ACCORDANCE WITH THE LATEST EDITIONS, PERFORM WORK IN ACCORDANCE WITH THE LATEST EDITIONS, REVISIONS, OR AMENDMENTS OF APPLICABLE FEDERAL, STATE, AND LOCAL CODES AND REGULATIONS. ALL MECHANICAL WORK SHALL COMPLY WITH IMC, NFPA, AND NEC CODES. 7. FURNISH ALL LABOR EQUIPMENT, SUPPLIES, AND MATERIALS FURNISH ALL LABOR EQUIPMENT, SUPPLIES, AND MATERIALS NECESSARY TO PROVIDE COMPLETE AND OPERATIONAL SYSTEMS. NOTIFY FAA IN WRITING OF ANTICIPATED DESIGN DEFICIENCIES. 8. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS OF THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS OF WORK AND IS RESPONSIBLE FOR NOTIFYING THE CONTRACTING OFFICER'S REPRESENTATIVE (COR) OF ANY DIFFERING FIELD CONDITIONS PRIOR TO THE BEGINNING OF WORK. 9. CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF EXISTING TO CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF EXISTING TO REMAIN ELECTRICAL AND MECHANICAL EQUIPMENT FROM DAMAGE DURING INSTALLATION OF NEW WORK. 10. MANUFACTURERS - ALL PRODUCTS, MATERIALS, AND EQUIPMENT MANUFACTURERS - ALL PRODUCTS, MATERIALS, AND EQUIPMENT SPECIFIED IN THESE SPECIFICATIONS AND IN THE EQUIPMENT SCHEDULE, ARE LISTED AS BASIS-OF-DESIGN ONLY. PRODUCT SUBSTITUTIONS WHICH MEET THE REQUIREMENTS OF THIS SECTION AND OTHER CONTRASCT DOCUMENTS ARE ALLOWABLE WITH APPROVAL FROM THE FAA. 11. SUBMITTALS - SUBMIT PRODUCT DATA FOR SCHEDULED EQUIPMENT SUBMITTALS - SUBMIT PRODUCT DATA FOR SCHEDULED EQUIPMENT AND PRODUCTS/MATERIALS LISTED IN THIS SECTION. DOMESTIC COLD WATER 12. ALL POTABLE WATER PIPING AND COMPONENTS MUST COMPLY WITH ALL POTABLE WATER PIPING AND COMPONENTS MUST COMPLY WITH NSF 14, NSF 61, AND NSF 372. 13. PIPING - HARD DRAWN COPPER TUBE, ASTM B88M TYPE L, PIPING - HARD DRAWN COPPER TUBE, ASTM B88M TYPE L, A. SOLDER-JOINT FITTINGS - ASTM B16.18 CAST COPPER ALLOY SOLDER-JOINT FITTINGS - ASTM B16.18 CAST COPPER ALLOY OR ASME B16.22, WROUGHT COPPER, SOLDER-JOINT PRESSURE TYPE B. PRESSURE FITTINGS - CAST-BRASS, CAST-BRONZE, OR PRESSURE FITTINGS - CAST-BRASS, CAST-BRONZE, OR WROUGHT COPPER WITH EPDM O-RING SEAL IN EACH END. MINIMUM 200 PSIG WORKING-PRESSURE RATING AT 250 DEG F. C. FLANGES - BRONZE, ASME B16.24, CLASS 150, WITH SOLDER FLANGES - BRONZE, ASME B16.24, CLASS 150, WITH SOLDER JOINT END. FURNISH CLASS 300FLANGESIF REQUIREDTO MATCH PIPING. D. UNIONS - MSS SP-123 CAST COPPER ALLOY, UNIONS - MSS SP-123 CAST COPPER ALLOY, HEXAGONAL-STOCK BODY, BALL-AND-SOCKET METAL-TO-METAL SEATING SURFACE. SOLDER-JOINT OR THREADED ENDS. 14. GATE VALVES - BRONZE BODY WITH INTEGRAL SEAT AND SCREW-IN GATE VALVES - BRONZE BODY WITH INTEGRAL SEAT AND SCREW-IN BONNET. NON-RISING STEM, CLASS 125. MSS SP-80 TYPE 1. 15. BACKFLOW PREVENTION DEVICES - DOUBLE CHECK VALVE ASSEMBLY BACKFLOW PREVENTION DEVICES - DOUBLE CHECK VALVE ASSEMBLY TYPE, ASSE 1024 16. DRAIN VALVES - GATE VALVE TYPE, COPPER BODY, HOSE-THREAD DRAIN VALVES - GATE VALVE TYPE, COPPER BODY, HOSE-THREAD END, MSS SP-80 FOR GATE VALVES. CLASS 125 PRESSURE RATING. 17. INSULATION INSULATION A. PREFORMED CELLULAR GLASS INSULATION - TYPE II, CLASS 2 PREFORMED CELLULAR GLASS INSULATION - TYPE II, CLASS 2 WITH FACTORY APPLIED ASJ JACKET. B. FLEXIBLE ELASTOMERIC - CLOSED-CELL, EXPANDED-RUBBER FLEXIBLE ELASTOMERIC - CLOSED-CELL, EXPANDED-RUBBER MATERIAL, COMPLY WITH ASTM C534 HYDRONIC HEATING 18. PIPING - ALL PIPING SMALLER THAN 5” IN DIAMETER SHALL BE PIPING - ALL PIPING SMALLER THAN 5” IN DIAMETER SHALL BE IN DIAMETER SHALL BE COPPER. A. COPPER TUBE - HARD DRAWN COPPER TUBE, ASTM B88M COPPER TUBE - HARD DRAWN COPPER TUBE, ASTM B88M TYPE L. B. SOLDER-JOINT FITTINGS - ASTM B16.18 CAST COPPERALLOY OR SOLDER-JOINT FITTINGS - ASTM B16.18 CAST COPPERALLOY OR ASME B16.22, WROUGHT COPPER. C. PRESSURE FITTINGS - CAST-BRASS, CAST-BRONZE, OR PRESSURE FITTINGS - CAST-BRASS, CAST-BRONZE, OR WROUGHT COPPER WITH EPDM O-RINGS SEAL IN EACH END. MINIMUM 200PSIG WORKING-PRESSURE RATING AT 250 DEG 19. FLANGES - BRONZE, ASME B16.24, CLASS 150, WITH SOLDER FLANGES - BRONZE, ASME B16.24, CLASS 150, WITH SOLDER JOINTEND. FURNISH CLASS 300 FLANGES IF REQUIRED TO MATCH PIPING 20. UNIONS - MSS SP 123 CAST-COPPER ALLOY, HEXAGONAL-STOCK UNIONS - MSS SP 123 CAST-COPPER ALLOY, HEXAGONAL-STOCK BODY, BALL-AND-SOCKET METAL-TO-METAL SEATING SURFACE. SOLDER JOINT OR THREADED ENDS. 21. DIELECTRIC UNIONS - ASSE 1079, COPPER ALLOY AND FERROUS DIELECTRIC UNIONS - ASSE 1079, COPPER ALLOY AND FERROUS METAL ASSEMBLY WITH SEPARATING NONCONDUCTIVE INSULATING MATERIAL. MINIMUM PRESSURE RATING 125 PSIG AT 200 DEG F. 22. Y-STRAINERS - ASTM A126, CLASS B, CAST IRON BODY WITH Y-STRAINERS - ASTM A126, CLASS B, CAST IRON BODY WITH BOLTED COVER AND BOTTOM DRAIN CONNECTION. THREAD ENDS FOR SIZE NPS 2 AND SMALLER. STAINLESS-STEEL 40-MESH STRAINER, OR PERFORATED STAINLESS-STEEL BASKET. 125 PSIG COLD WATER PRESSURE RATING. 23. ISOLATION VALVES ISOLATION VALVES A. GATE VALVES - ASMSE B16.1 TYPE FLANGED END IRON VALVE GATE VALVES - ASMSE B16.1 TYPE FLANGED END IRON VALVE CLASS 125 OR HIGHER, CWP RATING: 200 PSIG B. BALL VALVES - MSS SP-110 BRASS OR BRONZE BODY, FULL BALL VALVES - MSS SP-110 BRASS OR BRONZE BODY, FULL PORT BALL VALVESWITH THREADED OR PRESS END CONNECTIONS. CHROME PLATED BRASS BALL WITH PTFE SEAT MATERIAL. MINIMUM PRESSURE RATING OF 150 PSIG FOR SERVICE TEMPERATURES. 24. BALANCING VALVES - BRONZE BODY, BALL OR PLUG TYPE BALANCING VALVES - BRONZE BODY, BALL OR PLUG TYPE BALANCING VALVE WITH CALIBRATED ORIFACE OR VENTURI. BRASS OR STAINLESS-STEEL BALL OR RESIN FOR PLUG TYPE. PTFE SEST MATERIAL. THREADED CONNECTIONS, INTEGRAL SEALS FOR PRESSURE GAUGE CONNECTION. HANDLE STYLE LEAVER WITH MEMORY STOP TO RETAIN SET POSITION. MINIMUM 125 PSIG COLD WATER WORKING PRESSURE. MAXIMUM OPERATING TEMPERATURE 250 DEG F. 25. CHECK VALVES - MSS SP-80, TYPE 3 BRONZE BODY SPRING CHECK VALVES - MSS SP-80, TYPE 3 BRONZE BODY SPRING CHECK VALVE WITH BRONZE DOSC, CLASS 125, 200 PSIG COLD WATER PRESSURE RATING. 26. AUTOMATIC AIR VENTS - BRONZE BODY, NON-FERROUS INTERNAL AUTOMATIC AIR VENTS - BRONZE BODY, NON-FERROUS INTERNAL COMPONENTS, NPS 1/2 INLET CONNECTION, NPS ¼ OUTLET CONNECTION. 150 PSIG COLD WATER PRESSURE RATING. 27. THERMOMETERS - ASME B40.200 BI-METAL, DIAL-TYPE, THERMOMETERS - ASME B40.200 BI-METAL, DIAL-TYPE, LIQUID-FILLED THERMOMETER. NON-REFLECTIVE ALUMINUM 5” DIAL DIAL WITH ETCHED SCALE MARKINGS IN DEG F. ACCURACY PLUS OR MINUS 1% OF MIDDLE HALF OF SCALE RANGE. 28. PRESSURE GAUGES - ASME B40.100, DIRECT-MOUNTED, DIAL-TYPE PRESSURE GAUGES - ASME B40.100, DIRECT-MOUNTED, DIAL-TYPE GAUGE WITH METAL CASE AND NON-REFLECTIVE 4-1/2” ALUMINUM ALUMINUM DIAL WITH ETCHED SCALE MARKINGS IN PSIG. BOURDON TUBE PRESSURE-ELEMENT ASSEMBLY. GRADE A ACCURACY WITH PLUS OR MINUS 1% OF MIDDLE HALF OF SCALE RANGE. 29. INSULATION - PREFORMED CELLULAR GLASS INSULATION - TYPE II, INSULATION - PREFORMED CELLULAR GLASS INSULATION - TYPE II, CLASS 2 WITH FACTORY APPLIED ASJ JACKET 30. INSULATION HANGER SHIELDS - FOR ALL INSULATED PIPING 2” IPS INSULATION HANGER SHIELDS - FOR ALL INSULATED PIPING 2” IPS IPS AND LARGER, PROVIDE INSULATED SADDLES A. INSTALL A MINIMUM OF 3.75 PCF, NON-COMPRESSIVE, RIGID INSTALL A MINIMUM OF 3.75 PCF, NON-COMPRESSIVE, RIGID PHENOLIC FOAM INSULATION TO 10” IPS, AND 5PCF RIGID IPS, AND 5PCF RIGID PHENOLIC FOAM PIPING FROM 11”IPS TO 30” IPS. THE FLAME IPS TO 30” IPS. THE FLAME IPS. THE FLAME AND SMOKE RATING OF THE PIPE INSULATION MUST BE 25/50 OR BELOW PER ASTM E-84. B. THE 3.75 PCF PHENOLIC FOAM PIPE INSULATION MUST HAVE A THE 3.75 PCF PHENOLIC FOAM PIPE INSULATION MUST HAVE A K FACTOR OF 0.16 BTU-IN/HR-FT °F AT A MEAN TEMPERATURE 2°F AT A MEAN TEMPERATURE OF 75°F, AND THE 5PCF PHENOLIC FOAM SHALL HAVE A K FACTOR OF 0.21 BTU-IN/HR-FT °F WHEN TESTED TO THE ASTM 2°F WHEN TESTED TO THE ASTM C1126 STANDARD. FUEL OIL PIPING 31. PIPING - BLACK IRON, SCHEDULE 40. PIPING - BLACK IRON, SCHEDULE 40. 32. FITTINGS - THREADED FITTINGS - THREADED A. MALLEABLE-IRON THREADED FITTINGS: ASME B16.3, CLASS 150, MALLEABLE-IRON THREADED FITTINGS: ASME B16.3, CLASS 150, STANDARD PATTERN. 33. UNIONS - ASME B16.39, CLASS 150, MALLEABLE IRON WITH UNIONS - ASME B16.39, CLASS 150, MALLEABLE IRON WITH BRASS-TO-IRON SEAT, GROUND JOINT, AND THREADED ENDS. 34. ISOLATION AND SHUTOFF VALVES - LISTED AND LABELED FOR ISOLATION AND SHUTOFF VALVES - LISTED AND LABELED FOR FUEL-OIL SERVICE BY AN NRTL ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. DOUBLE POPPET VALVE, BODY: ASTM A 126, CAST IRON. DISK: FPM. POPPET SPRING: STAINLESS STEEL. STEM: PLATED BRASS. O-RING: FPM. PACKING NUT: PTFE-COATED BRASS. FUSIBLE LINK TO CLOSE VALVE AT 165°F (74°C), THERMAL RELEIEF TO VENT LINE PRESSURE DUE TO FIRE, AIR TEST PORT, MAXIMUM OPERATING PRESSURE: 0.5 PSIG (3.45 KPA). 35. OIL SAFETY VALVE TYPE - LISTED AND LABELED FOR FUEL-OIL OIL SAFETY VALVE TYPE - LISTED AND LABELED FOR FUEL-OIL SERVICE BY AN NRTL ACCEPTABLE AUTHOURITIES HAVING JURISDICTION. BODY: BRASS, BRONZE, OR CAST STEEL. SPRINGS: STAINLESS STEEL. SEAT AND DIAPHRAGM: NITRILE RUBBER. ORIFICE: STAINLESS STEEL, INTERCHANGEABLE. FACTORY APPLIED FINISH: BAKED ENAMEL. MANUAL OVERRIDE PORT, MAXIMUM INLET PRESSURE: [60PSIG (414 KPA)]. MAXIMUM OUTLET PRESSURE: [3PSIG (21 KPA)]. 36. DE-AERATOR - UL LISTED TIGER LOOP DE-AERATOR OR APPROVED DE-AERATOR - UL LISTED TIGER LOOP DE-AERATOR OR APPROVED EQUAL. 37. FILTER - UL LISTED FOR NO. 2 FUEL OIL, GENERALE AIRE 2A-700A FILTER - UL LISTED FOR NO. 2 FUEL OIL, GENERALE AIRE 2A-700A FUEL OIL FILTER.
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DANIEL BURTON
PLATFORM MANAGER, ANI-AJW-2W18A
XXX
NOME
XOME-D-LIVQ-G005
ASHLYNN BURGESS
XXX
LIVQ
NOME BOILERS REPLACEMENT
MECHANICAL SPECIFICATIONS
fil e.
dw g
SN
ANI-AJW-2W18A
ORGANIZATION
INFRASTRUCTURE ENGR CENTER - ANC ANCHORAGE, AK
Is su e R ea so n
THIS DRAWING PRODUCED ON THE XXXXXXXXXX REGION AUTOCAD SYSTEM
DANIEL WILLIAMS
PROJECT ENGINEER, ANI-AJW-2W18A
21006911
A
B
C
D
ALASKA
AutoCAD SHX Text
MECHANICAL SPECIFICATIONS
VENTILATION AND EXHAUST 38. DUCT AND FITTINGS - GALVANIZED STEEL, UNLESS NOTED AS FLEX, DUCT AND FITTINGS - GALVANIZED STEEL, UNLESS NOTED AS FLEX, PROVIDE SMOOTH, EFFICIENT AIR FLOW. USE RADIUS BENDS WHERE SHOWN, NOT SQUARE MITERS. A. ROUND DUCT AND FITTINGS - 24 GAUGE THICKNESS MINIMUM, ROUND DUCT AND FITTINGS - 24 GAUGE THICKNESS MINIMUM, OR 26 GAUGE MINIMUM FOR SPIRAL PIPE AND FITTINGS. B. ROUND FLEXIBLE - ACOUSTICAL FLEXIBLE AIR DUCT, ROUND FLEXIBLE - ACOUSTICAL FLEXIBLE AIR DUCT, FIRE-RATED. 39. FIELD FABRICATED METAL L-VENT CHIMNEY - FABRICATE CHIMNEYS FIELD FABRICATED METAL L-VENT CHIMNEY - FABRICATE CHIMNEYS AND VENT CONNECTORS FROM STAINLESS STEEL, COMPLYING WITH NFPA 211 FOR MINIMAL METAL THICKNESS. MISCELLANEOUS 40. HANGERS AND SUPPORTS HANGERS AND SUPPORTS A. PIPING - PROVIDE HANGERS AND SUPPORTS WITH SUFFICIENT PIPING - PROVIDE HANGERS AND SUPPORTS WITH SUFFICIENT STRENGTH TO WITHSTAND ALL ANTICIPATED STATIC AND DYNAMIC LOADING CONDITIONS ASSOCIATED WITH THE INTENDED USE. PIPE HANGERS IN DIRECT CONTACT WITH THE PIPING SHALL BE OF APPROVED MATERIALS THAT WILL NOT PROMOTE GALVANIC ACTION. ATTACH SUPPORTS TO BUILDING CONSTRUCTION SO AS TO NOT ADVERSELY AFFECT THE STRUCTURAL INTEGRITY OF THE BUILDING. SPACE SUPPORTS AT INTERVALS IN ACCORDANCE WITH ANSI/MSS SP-58. B. DUCTWORK - SUPPORT DUCT SYSTEMS IN ACCORDANCE WITH DUCTWORK - SUPPORT DUCT SYSTEMS IN ACCORDANCE WITH SMACNA HVAC DUCT CONSTRUCTION STANDARDS FOR METAL AND FLEXIBLE DUCTWORK. 41. SYSTEM IDENTIFICATION SYSTEM IDENTIFICATION A. EQUIPMENT LABELS - METAL OR PLASTIC LABELS WITH EQUIPMENT LABELS - METAL OR PLASTIC LABELS WITH MECHANICALLY ENGRAVED LETTERING. ABLE TO WITHSTAND TEMPERATURES UP TO 160 DEF F. MINIMUM LABEL SIZE 2-1/2” BY 3/4”. SIZE LETTERING ACCORDING TO VIEWING BY 3/4”. SIZE LETTERING ACCORDING TO VIEWING . SIZE LETTERING ACCORDING TO VIEWING DISTANCE, BUT NOT SMALLER THAN 1/4” TEXT HEIGHT. TEXT HEIGHT. B. PIPE AND DUCT LABELS - PRE-PRINTED, COLOR CODED, WITH PIPE AND DUCT LABELS - PRE-PRINTED, COLOR CODED, WITH LETTERING INDICATING SERVICE AND SHOWING FLOW DIRECTION ACCORDING TO ASME A13.1. SELF ADHESIVE TYPE. 42. PRESSURE TESTING - TEST INSTALLED PIPING FOR LEAKS PRESSURE TESTING - TEST INSTALLED PIPING FOR LEAKS A. DOMESTIC WATER PIPING -TEST SECTIONS WITH AIR NOT LESS DOMESTIC WATER PIPING -TEST SECTIONS WITH AIR NOT LESS THAN 50 PSI. B. HYDRONIC PIPING - TEST SECTIONS HYDROSTATICALLY WITH HYDRONIC PIPING - TEST SECTIONS HYDROSTATICALLY WITH WATER AT 100 PSI. THIS PRESSURE MAY EXCEED THE RATINGS OF CERTAIN SECTIONS OF THE HYDRONIC SYSTEM. IN THESE CASES, TEST THOSE PIPING SECTIONS AT THE MAXIMUM SYSTEM PRESSURE, 30 PSI. IN ALL CASES, MAINTAIN PRESSURE IN THE SYSTEM FOR NO LESS THAN 15 MINUTES
RESIDENT
WARM STORAGE
BUILDINGS
DIRECT BURY PIPING
CARRIER INSULATED
ROUTED IN ARCTIC
1-1/4" HWS/HWR
2" HWS/HWR
ROUTED IN ARCTIC
CARRIER INSULATED
DIRECT BURY PIPING
100 GPM, 32 FT
(TYP.)
UTILIDOR
2-1/2" HWS/HWR
COPPER
'-0
75'-6"
82'-0"
4'x4'x6' VAULT
CITY WATER MAINS
CONNECTION IN BOILER BLDG.
CIRC. PUMP,
COPPER
BLDG 115
NATIONAL WEATHER SERVICE
BLDG 116
NATIONAL WEATHER SERVICE
FAA
BLDG.
FAA
BLDG.
FAA
BLDG.
112 FAA
BLDG.
40" O.D. (TYP.)
UTILIDOR,
65'-7"
'-1
1"
91'-11"
4'
-2
'-6
WAREHOUSE
BLDG 202 55'-9"
HEAVY
EPOXY LINED 4"
STEEL HWS/HWR
HWS/HWR STEEL
EPOXY LINED 1.5"
HWS/HWR
STEEL
2" HWS/HWR
EPOXY LINED
EPOXY LINED 2"
EPOXY LINED 4"
STEEL HWS/HWR
EPOXY LINED
2 1/2 STEEL
HWS/HWR
EPOXY LINED
3-1/2" STEEL
HWS/HWR EPOXY LINED
2 1/2 STEEL
HWS/HWR
(TYP. OF 3)
4" HWS/HWR STEEL
WILD-TOP-S, TOP-Z
HAZMAT
LOCKERS
FEDERAL AVIATION ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
REV DESCRIPTION JCN REDLINE
DATE APVD
SUBMITTED BY APPROVED BY
JCN
DRAWN
CHECKED
REV
ISSUED BY
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G
F
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8 1234567
DATE
DRAWING NO
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REVIEWED BY
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$N
AM
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APPROVED
DATE
$F
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8 234567
H
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C001 1" = 30'-0"
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MM/DD/YYYY
DANIEL BURTON
PLATFORM MANAGER, ANI-AJW-2W18A
XXX
NOME
XOME-D-LIVQ-C001
ASHLYNN BURGESS
XXX
LIVQ
NOME BOILERS REPLACEMENT
SITE PLAN
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ANI-AJW-2W18A
ORGANIZATION
INFRASTRUCTURE ENGR CENTER - ANC ANCHORAGE, AK
Is su e R ea so n
THIS DRAWING PRODUCED ON THE XXXXXXXXXX REGION AUTOCAD SYSTEM
DANIEL WILLIAMS
PROJECT ENGINEER, ANI-AJW-2W18A
21006911
A
B
C
D
ALASKA
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SHOP
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FAA
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BLDG.
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VEHICLE
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SCALE: 1" = 30'
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FAA
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BOILER BLDG.
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AREA OF WORK
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FST
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SITE PLAN
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GENERAL SHEET NOTES:
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AutoCAD SHX Text SITE PLAN TAKEN FROM FAA AS-BUILT DRAWINGS AND TO BE USED FOR REFERENCE ONLY. CONTRACTOR TO VERIFY LOCATIONS AND PIPE SIZES ON SITE.
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FOR EXISTING PIPING PLAN SEE SHEET DETAIL 1/M001.
NOME AIRPORT
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DOWNTOWN NOME
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FRONT ST.
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SEPPALA
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BERING ST.
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RUNWAY
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SNAKE RIVER
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SITE LOCATION
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EQUIPMENT
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PLAY
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EDGE OF
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EDGE OF TRAVEL WAY
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OHL
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TRAVEL WAY
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OHL
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OHL
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DREDGE
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HOUSING UNIT 111
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SLOPE
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EDGE OF TRAVEL WAY
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PP
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PP
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TOP OF
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AutoCAD SHX Text T
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LOST 5/8" REBAR,
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SET BY CE2 ENGINEERING
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TR111
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RLS 4922
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AutoCAD SHX Text N16°14'30"E 913.34'
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RPKA BASELINE
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RUNWAY
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EDGE OF
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TRAVEL WAY
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NORTH, NORTHING
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RECORD
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MINIMUM
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MEASURED
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NOT TO SCALE
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OVERHEAD LINE
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POWER POLE
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WATER, WEST
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OHL
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PP
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MIN.
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NTS
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OHL
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FENCE (CHAIN LINK)
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CONTOUR LINE
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OVERHEAD LINE
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EDGE OF TRAVEL WAY
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BUILDING
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%%ULEGEND
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%%UGENERAL SITE NOTES
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UNDERGROUND WATERLINE
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GUY WIRE
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FOUND 5/8" REBAR, SET BY CE2 ENGINEERING
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FOUND 3 1/4" AL CAP (DOT&PF)
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POWER POLE
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PP
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EDGE OF TRAVEL WAY (FOR REFERENCE ONLY)
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FAA LEASE BOUNDARY
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%%UABBREVIATIONS
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STATE OF ALASKA PROPERTY LINE
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ASTM
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AMERICAN STANDARD FOR
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FINSHED FLOOR
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SOUTH
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ELECTRIC, EAST, EASTING
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UNDERGROUND TELEPHONE LINE (APPROXIMATE)
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DRAINAGE ARROW
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TESTING AND MATERIALS
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THE FAA NOME QUARTERS AREA NOME PROPERTY WAS PREPARED BY REAL ESTATE DATA
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NOME AIRPORT SITE NOME, ALAKSA DRAWING ALE-OME-045.002 DATED 2/2/66 AND
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MALSR-RWY 27 REAL ESTATE DATA NOME, ALASKA DRAWING ALD-OME-040.001 DATED
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EXISTING GROUND CONTOURS ARE BASED ON RODNEY P. KINNEY ASSOCIATES, INC. SURVEY
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PERFORMED IN NOVEMBER, 2001. AND ARE ACCURATE TO PLUS OR MINUS 1/2 CONTOUR
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INTERVAL.
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EXISTING UTILITIES WERE LOCATED FROM RECORD DRAWINGS AND FIELD LOCATES AND ARE
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APPROXIMATE ONLY. OTHER UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN ON DRAWINGS.
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AutoCAD SHX Text LIMITS OF THE EXISTING BUILDING SHOWN REPRESENT OUTSIDE EDGE OF THE FACILITY WALL.
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ALL PROPOSED DRIVEWAYS & PARKING LOTS ARE
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CONSTRUCTED IN COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT OF 1990 (ADA,
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PUBLIC LAW 101-336, AS IMPLEMENTED IN CFR 1191 AND THE MUNICIPALITY OF ANCHORAGE
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TITLE 23.70.4.7).
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ALL CUT AND FILL SLOPES ARE 3 HORIZONTAL TO 1 VERTICAL, UNLESS OTHERWISE
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SHOWN.
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SCALE: N.T.S.
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SITE VICINITY MAP
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SURVEY CONTROL DIAGRAM
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SCALE: 1" = 200'
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600 FEET
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DESCRIPTION
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DATE
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AIRWAY FACILITIES SERVICE
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NAS IMPLEMENTATION CENTER
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REVIEWED BY
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DRAWN BY
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ANI-700
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ANCHORAGE
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DRAWING NUMBER
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FEDERAL AVIATION ADMINISTRATION
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ALASKAN REGION - ANCHORAGE, ALASKA
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DEPARTMENT OF TRANSPORTATION
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SUBMITTED BY
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DESIGNED BY
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DESIGN DATE
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NO.
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PRINTED NAME
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APPROVED BY
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CHECKED
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BY
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DST
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STD
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RECORD DATE
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REV
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PRINTED NAME
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DRAFTED
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BY
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MEL LESKINEN
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PROJECT MANAGER, ANI-740
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SAMUEL H. WOOD, MANAGER
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TERMINAL ENROUTE PLATFORM, ANI-740/750
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QUARTERS
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SITE VICINITY MAP AND
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SURVEY CONTROL DIAGRAM
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NOME, ALASKA
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ALD-OME-811.004
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NA-SMO
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AutoCAD SHX Text 5-1-03
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PARSONS (TSSC)
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HOUSING REHABILITATION
AutoCAD SHX Text J.O. #07129,97589,31499
AutoCAD SHX Text 2-24-04
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PARSONS (TSSC)
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AS-BUILT
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SHEET NO
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BURIED POWER LINE IN 2" RGS CONDUIT
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BURIED ARCTIC CARRIER PIPE WITH 2" HWS/HWR
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SEWER
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AutoCAD SHX Text 5.
AutoCAD SHX Text 6.
AutoCAD SHX Text 17%%d51'E (1995)
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NORTH
AutoCAD SHX Text 17%%d51'E (1995)
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NORTH
AutoCAD SHX Text P
HWS/HWR
REV DESCRIPTION JCN REDLINE
DATE APVD
SUBMITTED BY APPROVED BY
JCN
DRAWN
CHECKED
REV
ISSUED BY
H
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F
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8 1234567
DATE
DRAWING NO
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REVIEWED BY
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$N
AM
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APPROVED
DATE
$F
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8 234567
H
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M001 SCALE: N.T.S.
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MM/DD/YYYY
DANIEL BURTON
PLATFORM MANAGER, ANI-AJW-2W18A
XXX
NOME
XOME-D-LIVQ-M001
ASHLYNN BURGESS
XXX
LIVQ
NOME BOILERS REPLACEMENT
SITE PIPING PLAN
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ANI-AJW-2W18A
ORGANIZATION
INFRASTRUCTURE ENGR CENTER - ANC ANCHORAGE, AK
Is su e R ea so n
THIS DRAWING PRODUCED ON THE XXXXXXXXXX REGION AUTOCAD SYSTEM
DANIEL WILLIAMS
PROJECT ENGINEER, ANI-AJW-2W18A
21006911
A
B
C
D
ALASKA
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PEX BRANCHES IN BUILDING
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FAA BLDG. 112
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FAA BLDG. 113
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FAA BLDG. 114
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FAA BLDG. 111
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WARM STORAGE BLDG. #1
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WARM STORAGE BLDG. #2
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FAA SHOP
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HEAVY VEHICLE BLDG.
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FAA WAREHOUSE BLDG. 202
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NWS BLDG. 116
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NWS BLDG. 115
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2" HWS/HWR EPOXY LINED STEEL-COPPER IN BUILDING
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2" HWS/HWR COPPER
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1.5" HWS/HWR EPOXY LINED STEEL-COPPER IN BUILDING
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2.5" HWS/HWR COPPER
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2.5" HWS/HWR EPOXY LINED STEEL-COPPER BRANCHES IN BUILDING
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3.5" HWS/HWR EPOXY LINED STEEL-COPPER BRANCHES IN BUILDING
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4" HWS/HWR EPOXY LINED STEEL-COPPER BRANCHES IN BUILDING
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2.5" HWS/HWR EPOXY LINED STEEL-COPPER BRANCHES IN BUILDING
AutoCAD SHX Text 1.25" HWS/HWR STEEL(?) ROUTED IN ARCTIC CARRIER INSULATED DIRECT BURY PIPING-COPPER BRANCHES IN BUILDING
AutoCAD SHX Text 2" HWS/HWR STEEL(?) ROUTED IN ARCTIC CARRIER INSULATED DIRECT BURY PIPING-COPPER BRANCHES IN BUILDING
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6" HWS/HWR STEEL MANIFOLD
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BALL VALVES IN UTILIDOR
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GATE VALVES IN UTILIDOR
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4" HWS/HWR STEEL
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BOILER BLDG (AREA OF WORK)
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GENERAL SHEET NOTES:
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AutoCAD SHX Text COMPOUND PIPING PLAN FOR REFERENCE ONLY. CONTRACTOR TO CONFIRM ON SITE. ALL EQUIPMENT, PIPING, PUMPS, AND VALVE LOCATIONS ARE APPROXIMATE.
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EXISTING LIVQ PIPING PLAN
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LEGEND:
DESIGNATES AREA OF WORK
HWRHWR
H W
S
HWSHWS
H W
R H
W R
H W
R
H W
R
H W
S
H W
S H
W S
H W
S
HWR
H W
R
HWS
H W
S
HWS HWS
HWR HWR
H W
R H
W R
H W
R
H W
S
H W
R
HWS HWS HWS
FEDERAL AVIATION ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
REV DESCRIPTION JCN REDLINE
DATE APVD
SUBMITTED BY APPROVED BY
JCN
DRAWN
CHECKED
REV
ISSUED BY
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DATE
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APPROVED
DATE
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8 234567
H
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M101 1/2" = 1'-0"
M102
M102
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MM/DD/YYYY
DANIEL BURTON
PLATFORM MANAGER, ANI-AJW-2W18A
XXX
NOME
XOME-D-LIVQ-M101
ASHLYNN BURGESS
XXX
LIVQ
NOME BOILERS REPLACEMENT
DEMOLITION PLAN
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ANI-AJW-2W18A
ORGANIZATION
INFRASTRUCTURE ENGR CENTER - ANC ANCHORAGE, AK
Is su e R ea so n
THIS DRAWING PRODUCED ON THE XXXXXXXXXX REGION AUTOCAD SYSTEM
DANIEL WILLIAMS
PROJECT ENGINEER, ANI-AJW-2W18A
21006911
A
B
C
D
ALASKA
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TO BLDG. #112#112112
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TO FAA SHOP
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6" STEEL
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6" STEEL
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GARAGE DOOR 8'0"X9'0"
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WINDOW 5'0"X4'0"
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150 GALLON EXPANSION TANKS
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FLOOR DRAIN
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37.5 kVA EG (E)
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EPOXY LINED 4" STEEL
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EPOXY LINED 2" STEEL
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TO FAA WAREHOUSE
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EPOXY LINED 4" STEEL
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EPOXY LINED 4" STEEL
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2" COPPER
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BURIED UTILIDUCT (TYP)
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EPOXY LINED 2" COPPER
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UTILIDOR ACCESS VAULT
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TO NWS BLDG #115 AND FAA HEAVY EQUIPMENT BLDG
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UTILIDOOR ACCESS VAULT
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ENTRANCE DOOR 36"X80"
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MAIN DISCONNECT SWITCH 110/220V, 1
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MAIN DISTRIBUTION PANEL (MDP) 120/240VAC, 100A, 1
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VEEDER ROOT SYSTEM
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FUEL E STOP RELAY
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PANEL C 120/240VAC,…
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