20240403_WPCPP_Mech_Addendum_1_Drawings.pdf
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- Solicitation number
- W911SD-24-R-0105
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This document appears to be a set of mechanical construction and demolition drawings and notes for the Upgrade of Central Plant Building 604 at West Point, NY. The key details are:
The scope of work includes the renovation of the central power plant building, including upgrades to the building envelope, support areas like offices and locker rooms, new combustion and ventilation systems for the boiler and turbine halls, and upgrades to the electrical, plumbing, and structural systems. The intent is to renovate the facility in preparation for eventual modernization. The drawings provide details on demolition, HVAC systems, steam and condensate piping, and equipment installation. Specific requirements include providing insulation, hangers, controls, testing, and balancing of the systems. The agency involved is the Department of the Army Materiel Command Mission and Installation Contracting Command Fort Eustis.
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GENERAL MECHANICAL DEMOLITION NOTES
1. THE DEMOLITION DRAWINGS SHALL BE CONSIDERED ONLY AS A GUIDE AND ARE
NOT INTENDED TO SHOW EVERY SINGLE ITEM OF WORK REQUIRED. ACTUAL FIELD
CONDITIONS WILL DETERMINE THE PRECISE WORK TO BE DONE. SHOULD ANY
QUESTION ARISE AS TO WHETHER OR NOT ANY PIPING, DUCTWORK EQUIPMENT
OR OTHER ITEM SHOULD BE REMOVED, OR REMAIN AS PRESENTLY INSTALLED,
THE CONTRACTOR SHALL REQUEST, IN WRITING, CLARIFICATION FROM THE
ENGINEER. SINCE THE MECHANICAL DRAWINGS INDICATE THE EXTENT OF THE
SCOPE OF WORK, NO EXTRA CHARGES WILL BE ALLOWED FOR ANY REMOVALS
NECESSARY FOR COMPLETION OF THE WORK UNDER THIS PROJECT.
2. CONTRACTOR SHALL DEMOLISH ALL DUCTWORK, PIPING, EQUIPMENT AND
APPURTENANCES APPEARING SHOWN AS EXISTING TO BE REMOVED.
3. CONTRACTOR SHALL CAP ALL REMAINING PIPING/DUCTWORK AT ALL POINTS OF
DISCONNECTION.
4. CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL
CONSTRUCTION DEBRIS.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR THEIR WORK, WITH ITS COMPLETION
AND FINAL ACCEPTANCE, AND SHALL REPLACE ANY OF THE SAME WHICH MAY BE
DAMAGED, LOST OR STOLEN WITHOUT ADDITIONAL COST TO THE OWNER.
6. ALL ITEMS CALLED FOR REMOVAL (EQUIPMENT, EQUIPMENT COMPONENTS,
PIPING, DUCTWORKS, SUPPORTS, ETC) SHALL BE IMMEDIATELY REMOVED FROM
THE SITE BY THE CONTRACTOR.
7. CONTRACTOR SHALL PATCH AND SEAL ALL PIPING PENETRATIONS, CAP PIPING AT
ALL POINTS OF DISCONNECTION AND REMOVE REMAINDER OF UNUSED PIPING,
UNLESS OTHERWISE NOTED.
8. RE-INSULATE ALL EXISTING TO REMAIN PIPING AND DUCTWORK IN WHICH
INSULATION HAS BEEN REMOVED OR DAMAGED WITH INSULATION EQUAL TO THE
EXISTING INSULATION.
9. WHERE PIPING SHALL BE REMOVED, CONTRACTOR SHALL REMOVE ASSOCIATED
SUPPORTS, HANGERS AND APPURTENANCES AS WELL. ANY HOLES LEFT BY
REMOVAL OF THE SUPPORTS, HANGERS AND APPURTENANCES SHALL BE FILLED
WITH APPROPRIATE MATERIAL.
HVAC GENERAL NOTES
1. THE SCOPE OF WORK SHALL INCLUDE PROVIDING HEATING, VENTILATING AND
AIR CONDITIONING SYSTEMS FOR THE PREMISES IN ACCORDANCE WITH THESE
DRAWINGS AND SPECIFICATIONS. DRAWINGS AND SPECIFICATIONS INDICATE
GENERAL ARRANGEMENT OF SYSTEMS AND WORK INCLUDED IN THIS
CONTRACT, WORK SHALL CONSIST OF FURNISHING ALL ASPECTS NECESSARY
FOR AND INCIDENTAL TO THE EXECUTION AND COMPLETION OF FULLY
FUNCTIONAL HVAC SYSTEMS INDICATED ON THE DRAWINGS AND SPECIFIED
HEREIN.
2. THE CONTRACTOR WILL BE HELD TO HAVE VISITED THE PREMISES PRIOR TO
SUBMITTING A BID AND TO HAVE THOROUGHLY EXAMINED ALL EXISTING
CONDITIONS INCLUDING ENTRANCE AND EXIT FACILITIES, HOURS PERMITTED
BY THE BUILDING FOR THE TRANSPORTATION OF EQUIPMENT AND MATERIALS,
AS WELL AS THE CONTRACTOR'S SATISFACTION AS TO THE CONDITIONS AND
WORK SHOWN ON THE PLANS WHICH WOULD IN ANY MANNER AFFECT THE
WORK UNDER THE CONTRACT AND ITS COMPLETION DATE. NO LATER CLAIM
FOR EXTRA COMPENSATION FOR WORK WHICH COULD HAVE BEEN FORESEEN
BY SUCH VISIT OR INVESTIGATION SHALL BE RECOGNIZED. SUBMISSION OF A
BID SHALL BE CONSTRUED AS EVIDENCE THAT SUCH A VISIT HAD OCCURRED.
THE CONTRACTOR SHALL EXAMINE ALL EXISTING STRUCTURAL CONDITIONS,
TAKE ALL NECESSARY MEASUREMENTS FOR THE WORK AT THE SITE AND
SHALL VERIFY ALL DIMENSIONS GIVEN ON THE DRAWINGS OF THE WORK AND
THE REFERENCE DRAWINGS.
3. ALL AIR AND WATER SYSTEMS SHALL BE BALANCED AND CERTIFIED READINGS
SHALL BE SUBMITTED FOR APPROVAL. THE CONTRACTOR SHALL ALLOW FOR A
SECOND VISIT TO RE-BALANCE THE SYSTEM TO PROVIDE AIR QUANTITIES
INDICATED ON DRAWINGS AND TO ADJUST AIR THROW ONCE SPACE IS
OCCUPIED. THE WORK WILL NOT BE CONSIDERED COMPLETE WITHOUT
APPROVED BALANCING REPORT.
4. TEMPORARY WORK TO KEEP NORMAL BUILDING SERVICES IN OPERATION
SHALL BE PART OF THIS CONTRACT. COORDINATE WITH CONTRACTING
OFFICER'S REPRESENTATIVE (COR) AND OBTAIN PERMISSION FOR ANY
ALTERATIONS AFFECTING BUILDING. COORDINATE ALL BUILDING SHUTDOWNS
AND RELOCATIONS OF EXISTING SYSTEMS WITH OWNER. DO NOT PROCEED
WITH WORK AFFECTING BUILDING SYSTEMS AND OPERATION WITHOUT
WRITTEN APPROVAL.
5. CONTRACTOR SHALL COORDINATE THEIR WORK WITH ARCHITECT'S DRAWINGS,
LIGHTING, AND WORK OF ALL OTHER TRADES. CONTRACTOR SHALL PROVIDE
ADDITIONAL DUCTWORK TO MAINTAIN CEILING HEIGHTS AND AVOID WORK OF
OTHER TRADES AND EXISTING CONDITIONS, AS PART OF THE BASE BID.
6. CONTRACTOR SHALL FURNISH "AS BUILT" RECORD DRAWINGS AND OPERATING
AND MAINTENANCE INSTRUCTIONS AT THE COMPLETION OF THE INSTALLATION.
DRAWINGS SHALL SHOW:
A. ALL NEW ELECTRICAL AND MECHANICAL WORK INSTALLED
B. MODIFICATIONS AND ADDITIONS TO ORIGINAL DESIGN
C. DIMENSIONAL INFORMATION NECESSARY TO LOCATE BURIED OR
UNDERGROUND PIPING/UTILITIES
7. CONTRACTOR TO PROVIDE THE FOLLOWING: CUTTING, ROUGH PATCHING,
FIRE AND OR SOUND SAFING OF ALL PENETRATIONS AS REQUIRED.
8. ALL EXTERIOR OPENINGS TO BE PROPERLY CAULKED AND SEALED WITH A
SEALANT OF HIGH QUALITY AND LONG LIFE, TO PREVENT INFILTRATION OF
OUTSIDE AIR INTO CONDITIONED SPACE. REFER TO DIV 7 SPECIFICATIONS
FOR SEALANT REQUIREMENTS. LINK SEALS SHALL BE UTILIZED WHERE
APPROPRIATE FOR SEALING.
9. THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER INSTALLATION OF ALL
FLASHING AT ROOF PENETRATIONS.
10. DO NOT SCALE THIS DRAWING FOR EXACT DIMENSIONS. VERIFY ALL
FIGURES, CONDITIONS, AND DIMENSIONS AT THE JOB SITE.
11. THE MECHANICAL PLANS ARE INTENDED TO BE DIAGRAMMATIC AND BASED ON
SCHEDULED EQUIPMENT. THEY ARE NOT INTENDED TO SHOW EVERY ITEM IN
ITS EXACT LOCATION, THE EXACT DIMENSIONS, OR ALL THE DETAILS OF THE
EQUIPMENT OR DEVICES. THE CONTRACTOR SHALL VERIFY THE ACTUAL
DIMENSIONS OF THE EQUIPMENT PROPOSED TO ENSURE THAT THE
EQUIPMENT WILL FIT IN THE AVAILABLE SPACE.
12. SUPPORTS FOR DUCT, MECHANICAL EQUIPMENT, PIPING ETC. SHALL BE
DIRECTLY FROM BUILDING STRUCTURE, SUSPENDING ANY OF THE ABOVE
FROM ONE ANOTHER IS PROHIBITED. MECHANICAL EQUIPMENT, PIPING AND
DUCTWORK SHALL NOT BE SUPPORTED FROM THE CONCRETE ROOF DECK.
THE CONTRACTOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS FOR
SUPPORTS AND HANGERS IN ACCORDANCE EQUIPMENT HANGING NOTES ON
THIS SHEET.
13. CONTRACTOR SHALL VERIFY EXACT LOCATION OF CONNECTION OF NEW
WORK TO EXISTING.
14. CONTRACTOR TO PROVIDE PRIME AND FINISH PAINTING AS REQUIRED.
15. CONTRACTOR TO PROVIDE STENCILING OF PIPING WITH SIZE, PURPOSE AND
DIRECTION OF FLOW. APPLY ASME A13.1 COMPLYING MARKERS TO ALL PIPING
WITH NAME OR SERVICE, SPACE EVERY 20 FEET. COLORING OF ARROWS
SHALL BE IN ACCORDANCE WITH AMERICAN STANDARD ASSOCIATION (A.S.A.)
REQUIREMENTS.
16. FURNISH AND INSTALL ON EACH VALVE A 2 INCH DIAMETER NUMBERED TAG,
FURNISH AND INSTALL TWO FRAME, GLASS COVERED VALVE CHARTS,
LISTING EACH VALVE BY SYSTEM, FUNCTION AND NUMBER, AS WELL AS ONE
LINE FLOW SCHEMATIC.
17. PROVIDE SCREWED ON ENGRAVED SHEET NAMEPLATES FOR EQUIPMENT,
INSTRUMENTS, GAUGES, CONTROL SWITCHES ETC.
18. CONDUCT SUCH TESTS AND ADJUSTMENT OF EQUIPMENT AS SPECIFIED, AS
NECESSARY TO VERIFY PERFORMANCE REQUIREMENTS AND AS REQUIRED
BY AUTHORITIES HAVING JURISDICTION.
19. UNDER NO CIRCUMSTANCES SHOULD "STOP LEAK" BE USED IN THE
REFRIGERANT PIPING. IF IT IS FOUND, ALL PIPING AND EQUIPMENT WILL BE
REPLACED AT THE CONTRACTOR'S EXPENSE.
20. PROVIDE ACOUSTICALLY LINED DUCTWORK, MAT-FACED GLASS DUCT LINER,
R-5 RATED 15' UPSTREAM AND DOWNSTREAM OF ALL FANS, AND AT ALL
TRANSFER DUCTS (EXCEPT WHERE NOTED). DUCT DIMENSIONS INDICATED ARE
CLEAR (NET) INSIDE DIMENSIONS.
21. MINISPLIT AIR-CONDITIONING SYSTEMS/HEAT PUMPS SHALL BE PROVIDED WITH
A MANUFACTURER PRODUCED PIPING DIAGRAM WITH LINE LENGTHS/ELBOWS
BASED ON THE ACTUAL FIELD CONDITIONS AND EXACT ROUTING TO BE USED.
THE SYSTEM CAPACITY, REFRIGERANT LINE SIZES AND REFRIGERANT CHARGE
SHALL BE CONFIRMED AND ADJUSTED BASED ON THE ACTUAL PIPING TO BE
INSTALLED.
22. AT STEAM PIPE CHANGES WHICH REDUCE IN SIZE, USE ECCENTRIC REDUCERS
WITH FLAT ON BOTTOM AT HORIZONTAL PIPING RUNS AND CONCENTRIC
REDUCERS AT VERTICAL PIPING RUNS. ALL PIPING TO BE PITCHED
DOWNWARD IN THE DIRECTION OF FLOW, 1/4" PER 10' MINIMUM. WHERE
BRANCHLINES ARE LESS THAN 8', BRANCHLINES MAY BE PITCHED DOWNWARD
TOWARD MAIN AT 1/2" PER FOOT MINIMUM.
23. PROVIDE STEAM DRIP LEGS IN ALL STEAM PIPING AT:
A. ALL LOW POINTS
B. ALL DOWNFED RUNOUTS TO EQUIPMENT
C. ENDS OF MAINS
D. AHEAD OF ALL PRESSURE REGULATORS/CONTROL VALVES.
E. INTERVALS NOT EXCEEDING 200 FEET IN STRAIGHT RUNS PITCHED
DOWNWARD IN DIRECTION OF FLOW.
F. INTERVALS NOT EXCEEDING 100 FEET IN STRAIGHT RUNS PITCH UPWARD
IN THE DIRECTION OF FLOW.
24. CONTROL CONDUCTORS TO EQUIPMENT SHALL BE RUN IN SEPARATE CONDUIT
FROM POWER CONDUCTORS TO EQUIPMENT.
25. UNLESS OTHERWISE NOTED, PIPING, EXPANSION COMPENSATION, SYSTEM
COMPONENTS AND THEIR INSTALLATION SHALL BE ABLE TO WITHSTAND THE
FOLLOWING WORKING PRESSURES AND TEMPERATURES FOR STEAM AND
CONDENSATE SYSTEMS:
A. HIGH PRESSURE STEAM (HPS): 200 PSIG, 425 DEG. F.
B. HIGH PRESSURE CONDENSATE (HPC): 200 PSIG, 425 DEG. F
C. LOW PRESSURE STEAM (LPS): 15 PSIG, 260 DEG. F.
D. LOW PRESSURE CONDENSATE (LPC) AND PUMPED CONDENSATE RETURN
(PCR): 100 PSIG OR SHUTOFF HEAD OF PUMP, WHICHEVER IS GREATER,
200 DEG. F.
Trophy Point, LLC 4588 South Park Avenue Blasdell, New York 14219 tel. 716 823-0066 trophypoint.com
Estimator:
Jensen Hughes 8000 Regency Parkway - Suite 580 Cary, North Carolina 27518 tel. 919-421-8431 www.JensenHughes.com
Fire Protection Engineer:
Dewberry Engineers Inc.
132 West 31st Street Suite 301 New York, New York 10001 tel. 212 685-0900 www.dewberry.com
MEP/Structural/Civil/ Environmental Engineering:
Thaler Reilly Wilson Architecture &
Preservation 25 Monroe St. Suite 202 Albany, New York 12210 tel. 518-375-1485 www.TRW-Arch.com
Historic Preservation Architect:
Project
Date:
Checked By:
JMZ Project No.
190 Glen Street | P.O. Box 725 Glens Falls, NY 12801
518-793-0786 | JMZarchitects.com
Seal:
C o p y ri g h t b y J
M Z
A rc h it e c ts a n d P la n n e rs
P
.C
The United States Army Garrison West Point, NY
:0
:4
P
M
M-002
MECHANICAL
CONSTRUCTION
& DEMOLITION
NOTES
West Point
Upgrade Central Plant Building Number 604
03/25/2024
ML
THE DESIGN OF ALL SUSPENDED EQUIPMENT, PIPE HANGERS, CONDUIT SUPPORTS, DUCTWORK SUPPORT, SUPPLEMENTARY STRUCTURAL FRAMING AND THE LIKE SHALL BE THE RESPONSIBILITY OF EACH TRADE CONTRACTOR. THIS SHALL INCLUDE DESIGN OF SUPPORTS FOR BOTH GRAVITY AND SEISMIC LOADING AS REQUIRED BY UNIFIED FACILITIES CRITERIA (UFC) 1-200-01 8 OCTOBER 2019 CHANGE 1, 1 OCTOBER 2020. REFERENCING UFC-3-410-01 HEATING, VENTILATING AND AIR-CONDITIONING SYSTEMS, AND 2018 INTERNATIONAL MECHANICAL CODE. PROVIDE ADDITIONAL EQUIPMENT BRACING FOR ALL SUSPENDED EQUIPMENT WEIGHING 31 LBS. OR MORE TO RESIST 0.5 TIMES THE EQUIPMENT WEIGHT IN ANY HORIZONTAL DIRECTION AND 1.5 TIMES THE EQUIPMENT WEIGHT IN THE VERTICAL DOWNWARD DIRECTION IN ACCORDANCE WITH UFC-4-010-01. EACH TRADE CONTRACTOR SHALL RETAIN A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF NEW YORK TO PREPARE SIGNED AND SEALED SUPPORTING CALCULATIONS FOR SUBMISSION THAT FULLY DEFINE EQUIPMENT AND PIPE SUPPORTS. SHOP DRAWINGS (PLANS AND DETAILS) INDICATING STRUCTURAL SUPPORTS SHALL BE SIGNED AND SEALED BY THE SAME NEW YORK PE PREPARING CALCULATIONS AND SUBMITTED FOR REVIEW.
NOTE: NO ANCHORAGE INTO THE CONCRETE ROOF DECK IS PERMITTED.
EQUIPMENT, PIPE & DUCTWORK HANGERS & SUPPORTS NOTES
Revisions
No. Description Date
01 Addendum #1 04/03/24
M
M
M
M
1 2 3 4 5 6 7 8 9
A
B
C
D
E
A'
B'
1' 2' 3' 4'
PROVIDE 2' DEEP DOUBLE
WALL R-5 INSULATED
TRANSITION PLENUM WITH
ACCESS DOOR BETWEEN
MUA-2 INLET DAMPER AND
EXTERIOR LOUVERS
PROVIDE 2' DEEP DOUBLE
WALL R-5 INSULATED
TRANSITION PLENUM WITH
ACCESS DOOR BETWEEN
MUA-1 INLET DAMPER AND
EXTERIOR LOUVERS
ERV-1 EXHAUST.
TERMINATE WITH
GOOSENECK 30" ABOVE
ROOF SURFACE MIN.
6X6
OA & EA DN TO ERV-2
SEE NOTE 4 & 5.
48x24 TRANSFER DUCT IN
WALL WITH FD AND WMS
10x6 - EA
8x8 - EA
MUA-1
MUA-2
CH-2
M-302
M-301
M-303
M-301
S4
E2
93 CFM
TYP. OF 3
UP & DN
3" LPS
2" LPC
2' - 0"
DN
M-302
FD
48x24 - TA
CONNECT TO
EXISTING LPS MAIN.
PROVIDE NEW
ISOLATION VALVE.
4" LPS
2" LPC
DN.
SEE M-102
M-301
2" LPS
2" LPS
DN TO IFB-1.
SEE M-102
6x6 - OA6x6 - EA
ERV-2 INTAKE LOUVER L-4,
INTEGRATED INTO UPPER
WINDOW ASSEMBLY.
ERV-2 EXHAUST LOUVER L-5,
INTEGRATED INTO UPPER
WINDOW ASSEMBLY.
M-302
2" LPS UP TO LEVEL 5 CHILLER ROOM.
CONNECT TO EXISTING LPS MAIN.
PROVIDE NEW ISOLATION VALVE.
EXTENDED STEEL ACCESS
PLATFORM WITH RAILINGS
AND SUPPORT STRUCTURE.
SEE ARCHITECTURAL AND
STRUCTURAL DRAWINGS
M-302
8x6 OA DN, 12x6 OA DUCT UP
TRANSITION AFTER OUTLET AT
LEVEL 3, SEE SECTION.
COORDINATE DUCT LOCATIONS
WITH WALL FRAMING.
M-303
TOILET ROOM
ELECTRICAL
SPLICE ROOM
BOILER HOUSE
SUB LEVEL
ROOM
FD
1 1/2" LPS
1" LPC
1 1/2" LPS
1" LPC
1-1/2" LPS &
1" LPC UP
1-1/2" LPS &
1" LPC UP
PROVIDE NEW 3/4" LPS AND LPC
CONNECTIONS TO STEAM-FIRED WATER
HEATER WH-1 VALVE INLET/TRAP OUTLET
FROM EXISTING LPS AND LPC PIPING.
SEE DETAIL M-501.
L1 L2
L4 L3
EXISTING EXHAUST
SHAFTS UP TO TURBINE
HALL. PROVIDE
REMOVABLE WMS AT
EXSITING OPENING. SEE
M-104, 105 FOR
CONTINUATION.
30x18 OA FROM SF-5 - TERMINATE
WITH 60 DEG. ELBOW AND WMS.
SEE SECTION FOR ADDITIONAL
DETAILS (TYP OF 2).
UP
UP
3/4" CND
FROM AC-6
UP & DN
280 CFM
18x30 - OA
18x30 - OA
EXISTING 12x8 CHASE IN BRICK WALL TO BE EXPANED TO 24x8 TO ACCOMODATE
EXHAUST DUCT. SEE STRUCTURAL
CAP. SEE NOTE 3.
1" LPS
CONNECT INTO EXISTING 2" LPS SUPPLY AFTER ISOLATION VALVE.
1" LPS UP & DN
3/4" LPC UP & DN
CONNECT INTO EXISTING LPS LOOP
CONNECT INTO EXISTING LPC DRAIN
CONNECT INTO EXISTING LPS
LOOP AT EXISTING BLIND
FLANGE CONNECTION
CONNECT INTO EXISTING
LPC DRAIN
0' - 0"
PROVIDE MOTORIZED STEAM SUPPLY SHUTOFF
VALVE FOR TOILET ROOM TOWER CONVECTORS.
SEE CONTROL DRAWINGS AND DETAIL M-501.
ES
ES
T
T
T
T
TURBINE HALL SUB-LEVEL SPACE
TEMPERATURE SENSOR (TYP. OF 3)
NEW 6" LPS & 6" LPC
PIPING FROM LEVEL 4. SEE
M-104 FOR CONTINUATION
1" PCR
UP & DN
STORAGE ROOM
303A
COPPER
STORAGE ROOM
STAIR 1
301 CORRIDOR
CHEMICAL ROOM
PROVIDE NEW HANGER SUPPORTS FROM NEW
STEEL STRUCTURE FOR ALL EXISTING
MECHANICAL PIPING IN THIS AREA WHICH WAS
TEMPORARILY SUPPORTED DURING DEMOLITION
OF THE EXISTING FLOOR. SEE DRAWING MD-103
AND ARCHITECTURAL AND STRUCTURAL
DRAWINGS FOR EXTENTS OF WORK.
3" HPS AND 3/4" LPC (DRIP). ROUTE
NEW PIPE SEGMENTS AROUND BEAM
AND RECONNECT TO EXISTING
RESUPPORT 8" RELIEF VALVE
VENT FROM NEW BEAM
REMOVE EXISTING PIPING SUPPORTS AT NEW BEAM TO COLUMN
CONNECTION AND PROVIDE NEW SUPPORTS TO CLEAR BEAM
REINSTALL RELIEF VENT, POSITIONED TO ACCOMODATE
EXTENDED PLATFORM. CONNECT NEW 8" VENT PIPING
INTO EXISTING VENT.
1/4" RF (L) DN
1/2" RF (G) DN
1/4" RF (L) UP
1/2" RF (G) UP
3/8" RF (L) UP & DN
5/8" RF (G) UP & DN
M-303
CONDENSER WATER
PIPE SUPPORT (TYP).
SEE NOTE 9.
UH-7
SF-8
EF-7
L5
L6
1" LPS
3/4" LPC
DN
TSPACE TEMP.
SENSOR
ROTATE 4" LPS GATE
VALVE HANDLE TO
CLEAR FAN HOUSING
VD
(TYP.
OF 3)
NEW SECURITY
FENCING. SEE
SITE-CIVIL
DRAWINGS.
T
OUTDOOR AIR TEMP
SENSOR. NOTE 10.
PROVIDE FD IN WALL BEHIND
SA OUTLET. OFFSET DUCT
AS REQ. TO PROVIDE
CLEARANCE FOR FD.
M-402
TEMPORARY
STEAM MAIN.
SEE M-402
FOR DETAILS.
LEVEL SB
LEVEL B
LEVEL 1
LEVEL 2
LEVEL 3
LEVEL 4
LEVEL 5
LEVEL 6
ROOF C
LEVEL Bb
Trophy Point, LLC 4588 South Park Avenue Blasdell, New York 14219 tel. 716 823-0066 trophypoint.com
Estimator:
Jensen Hughes 8000 Regency Parkway - Suite 580 Cary, North Carolina 27518 tel. 919-421-8431 www.JensenHughes.com
Fire Protection Engineer:
Dewberry Engineers Inc.
132 West 31st Street Suite 301 New York, New York 10001 tel. 212 685-0900 www.dewberry.com
MEP/Structural/Civil/ Environmental Engineering:
Thaler Reilly Wilson Architecture &
Preservation 25 Monroe St. Suite 202 Albany, New York 12210 tel. 518-375-1485 www.TRW-Arch.com
Historic Preservation Architect:
Project
Date:
Checked By:
JMZ Project No.
190 Glen Street | P.O. Box 725 Glens Falls, NY 12801
518-793-0786 | JMZarchitects.com
Seal:
C o p y ri g h t b y J
M Z
A rc h it e c ts a n d P la n n e rs
P
.C
The United States Army Garrison West Point, NY
:0
:5
P
M
M-103
LEVEL 3 NEW
WORK PLAN
West Point
Upgrade Central Plant Building Number 604
03/25/2024
ML
Scale: 1/8" = 1'-0"
MECHANICAL LEVEL 3 NEW WORK PLAN
MECHANICAL INSTALLATION NOTES:
1. SEE ARCHITECTURAL DRAWINGS FOR LOUVER OPENING
DETAILS.
2. MODIFY STEEL PLATFORMS, GRATING AND RAILINGS TO
ACCOMODATE NEW MUA UNITS. SEE ARCHITECTURAL
AND STRUCTURAL DRAWINGS.
3. 12x12 REGISTER FROM TOILET ROOM INTO SHAFT TO BE
CLOSED AND SEALED AIR-TIGHT. TYPICAL FOR THREE
LEVELS.
4. REINSULATE ALL STEAM AND CONDENSATE RETURN
PIPING AT TUBINE HALL LOWER LEVEL WHERE
INSULATION IS MISSING OR DAMAGED. ASSUME:
- 100 LF OF STEAM MAIN PIPING (12"- 18"⌀) WITH
METAL JACKET
- 200 LF OF BRANCH STEAM OR CONDENSATE
RETURN PIPING (8"⌀ OR LESS) WITH ASJ JACKET
PROVIDE INSULATION IN ACCORDANCE WITH
SPECIFICATIONS.
5. PROVIDE BLANKET-TYPE REMOVABLE INSULATION FOR
EXPOSED STEAM VALVES IN TURBINE HALL AND LOWER
LEVEL. ASSUME 10 LARGE BORE (UP TO 18"⌀) VALVES.
6. COORDINATE CONNECTION OF NEW TERMINAL
EQUIPMENT LPS AND LPC PIPING INTO EXISTING PLANT
LPS AND LPC LOOPS WITH PLANT OPERATION/SHUTDOWN
SCHEDULE. FINAL TAPS INTO LOOP MAINS SHALL BE
MADE DURING PLAN SHUTDOWNS.
7. LOCATIONS OF SPACE MOUNTED CONTROL SENSORS AS
INDICATED ON PLANS 5' AFF U.O.N. SEE CONTROL
DRAWINGS FOR DUCT AND UNIT MOUNTED SENSORS.
8. FIELD VERIFY DIMENSIONS AND MATERIAL OF ALL
EXISTING PIPING TO BE RELOCATED AND PROVIDE NEW
PIPING TO MATCH EXISTING.
9. PROVIDE TEMPORARY SUPPORT FOR CONDENSER
WATER PIPING FROM BUILDING STRUCTURE DURING RE-
ROOFING WORK. REPLACE PIPE SUPPORTS IN-KIND AND
FLASH INTO NEW ROOFING CONSTRUCTION. SEE
ARCHITECTURAL DRAWINGS FOR ADDITIONAL DETAILS.
10. MOUNT OUTDOOR TEMPERATURE SENSOR ON NORTH
WALL, IN A SHADED LOCATION OUTSIDE OF DIRECT
SUNLIGHT, 5' ABOVE GRADE MINIMUM. SENSOR SHALL BE
PROVIDED WITH A WEATHERPROOF ENCLOSURE AND
THERMALLY SEPARATED FROM THE BUILDING WALL.
Scale: N.T.S.
BUILDING LEVEL KEY PLAN
Revisions
No. Description Date
M
M M
1 2 3 4 5 6 7 8 9
A
B
C
D
E
A'
B'
1' 2' 3' 4'
NEW TURBINE HALL SUB
LEVEL SUPPLY DUCT.
AC-4
A C -3
AC-6
10x8 - OA
10x6 - OA
FTR-A
(6 lf)
PROVIDE NEW THERMOSTATIC
RADIATOR VALVES FOR EXISTING
STEAM FINTUBE RADIATORS. SEE
DETAIL M-501.
UH-6
UH-5
CH-3
EDH-1
AC-7
EDH-3
RELOCATED R2 JACE PANEL
(FROM LEVEL 4 OFFICE, OTHER
SIDE OF WALL).
M-302
M-301
18x12 OA UP
18x10 EA UP
4⌀ EA UP
M-302
M-303
12x8 - EA 8x8 - EA
6x6 - EA
12x8 - OA
M-301
14x12 EA UP
12x6 OA DN
COORDINATE DUCT LOCATIONS WITH
WALL FRAMING AND CEILING CHANNELS.
12x12 OA UP
8x8 EA DN
8x8 - OA
M-303
M-401
5/8" RF (L)
3/8" RF (G)
3/8" RF (L)
5/8" RF (G)
1/4" RF (L)
1/2" RF (G)
REFRIGERANT LINES:
(3) 3/8" LIQUID UP
(3) 5/8" GAS UP
(1) 1/4" LIQUID UP
(1) 1/2" GAS UP
M-302
M-302
FD
M-303
BREAK ROOM
SUPERVISOR
CONTROL ROOM
LOCKER ROOM
FD
EDH-2
1 1/2" LPS 1" LPC
DN DN
1 1/2" LPS 1" LPC
DN DN
E2a
E2
S8
280 CFM
S6
S6
170 CFM
TYP. OF 3
S11
S10
250 CFM
TYP. OF 5
230 CFM 10x7 - EA
30x8 - SA
20x8 - SA
8x4 - OA
8x4 - OA
8x4 - EA
790 CFM
30x8 - SA
18x8 - SA
VD
S13
E3
50 CFM
1' 0" AFF.
50 CFM
6' 6" AFF
E4
175 CFM
TYP. OF 2
3/4" CND
DRAIN AC-4 VIA
INTERNAL LIFT PUMP
3/4" CND, SPILL TO ICE
MACHINE INDIRECT WASTE
3/4" CND
DN
3/4" CND
1" LPS EXISTING RECIRCULATING RANGE
HOOD TO REMAIN.
93 CFM
(TYP. OF 3)
OUT OF WALL FD WITH RATED
SLEEVE. SEE DETAILS
CAP. SEE NOTE 1.
8x4 EA TOP 8x4 OA BOTT.
SEE NOTE 3.
TOILET ROOM
NEW 6" LPC PIPING. ROUTE TO
ACCOMODATE NEW MUA. SEE
M-103 FOR CONTINUATION.
6" LPC
RELOCATED VALVE
3/4" LPC
1" LPS DN
3/4" LPC DN
PROVIDE NEW MOTORIZED STEAM SUPPLY
SHUTOFF VALVE FOR CONTROL ROOM FINTUBE.
SEE CONTROL DRAWINGS AND DETAIL M-501.
2" LPS
UP & DN
T
T
T
T
ES
BMS CONTROL PANEL
LOCATION (TURBINE HALL)
T
T
TURBINE HALL UPPER (MAIN)
LEVEL TEMPERATURE
SENSORS
FLEXIBLE DUCT
CONNECTION.
SEE NOTE 6.
OFFICE
405A
S8
10x8 - TA
180 CFM
1" LPS
R2
12x8 - SA
8x6 - SA
FTR-A
3/4" LPC
(4 lf)
NEW 6" LPS PIPING. ROUTE TO
ACCOMODATE NEW MUA. SEE
M-103 FOR CONTINUATION.
NEW ~5" PCR TO DEAERATOR
TANK. CONFIRM SIZE AND
MATCH TO EXISTING. ROUTE
TO ACCOMODATE NEW MUA.
SEE M-103 FOR CONTINUATION.
NEW 4" VENT SEGMENT. RAISE
TO ACCOMODATE NEW MUA.
1" PCR
1" PCR
AT UNDERSIDE OF
LEVEL 4a DECK
1" PCR
UP
DN
18x30 - OA
18x30 - OA
UP & DN
UP & DN
12" STEAM RELIEF VALVE VENT
PIPING. RUN THROUGH FACADE
WALL PER PIPE PENETRATION
DETAILS. TERMINATE 2' BEYOND
WALL WITH 45 DEGREE ANGLE CUT
(SEE DETAIL M-506).
CLEAN AND
PAINT VENT PIPE
(NEW AND
EXISTING)
STAIR 1
TURBINE HALL
BOILER HOUSE
1/4" RF (L) UP & DN
1/2" RF (G) UP & DN
3/8" RF (L) UP & DN
5/8" RF (G) UP & DN
M-303
S6
150 CFM
12x8 - OA
20x16 - OA
UP
16x12 - OA
16x12 - OA
VD
VD
VD
VD
VD
VD
VD
NEW MUA. SEE
M-103.
M-402
TEMPORARY
STEAM MAIN.
SEE M-402
FOR DETAILS.
LEVEL SB
LEVEL B
LEVEL 1
LEVEL 2
LEVEL 3
LEVEL 4
LEVEL 5
LEVEL 6
ROOF C
LEVEL Bb
Trophy Point, LLC 4588 South Park Avenue Blasdell, New York 14219 tel. 716 823-0066 trophypoint.com
Estimator:
Jensen Hughes 8000 Regency Parkway - Suite 580 Cary, North Carolina 27518 tel. 919-421-8431 www.JensenHughes.com
Fire Protection Engineer:
Dewberry Engineers Inc.
132 West 31st Street Suite 301 New York, New York 10001 tel. 212 685-0900 www.dewberry.com
MEP/Structural/Civil/ Environmental Engineering:
Thaler Reilly Wilson Architecture &
Preservation 25 Monroe St. Suite 202 Albany, New York 12210 tel. 518-375-1485 www.TRW-Arch.com
Historic Preservation Architect:
Project
Date:
Checked By:
JMZ Project No.
190 Glen Street | P.O. Box 725 Glens Falls, NY 12801
518-793-0786 | JMZarchitects.com
Seal:
C o p y ri g h t b y J
M Z
A rc h it e c ts a n d P la n n e rs
P
.C
The United States Army Garrison West Point, NY
:0
:1
P M
M-104
LEVEL 4 NEW
WORK PLAN
West Point
Upgrade Central Plant Building Number 604
03/25/2024
ML
Scale: 1/8" = 1'-0"
MECHANICAL LEVEL 4 NEW WORK PLAN
MECHANICAL INSTALLATION NOTES:
1. 12x12 REGISTER FROM TOILET ROOM INTO SHAFT TO BE
CLOSED AND SEALED AIR-TIGHT. TYPICAL FOR THREE
LEVELS.
2. NOT USED.
3. NEW EXHAUST AND OUTSIDE AIR DUCTWORK SERVING
TOILET ROOM 407 TO BE RUN STACKED AGAINST WALL
BELOW EXISTING PIPE AND BEHIND ELECTRICAL PANELS.
4. COORDINATE CONNECTION OF NEW TERMINAL
EQUIPMENT LPS AND LPC PIPING INTO EXISTING PLANT
LPS AND LPC LOOPS WITH PLANT OPERATION/SHUTDOWN
SCHEDULE. FINAL TAPS INTO LOOP MAINS SHALL BE
MADE DURING PLAN SHUTDOWNS.
5. LOCATIONS OF SPACE MOUNTED CONTROL SENSORS AS
INDICATED ON PLANS, 5' AFF U.O.N. SEE CONTROL
DRAWINGS FOR DUCT AND UNIT MOUNTED SENSORS.
6. PROVIDE FLEXIBLE DUCT CONNECTIONS WHERE
DUCTWORK CROSSES EXPANSION JOINT BETWEEN NEW
LOCKER ROOM STRUCTURE AND EXISTING PLANT
STRUCTURE. SEE DETAIL M-503. SEE ARCHITECTURAL
DRAWINGS FOR EXPANSION JOINT LOCATIONS.
7. PROVIDE 1" DUCT LINER FOR ALL TRANSFER DUCTS.
PROVIDE 1/2" DUCT LINER FOR EXPOSED SUPPLY DUCT
OF AC-3 AND AC-4. SEE SPECIFICATIONS FOR ADDITIONAL
DUCT LINING REQUIREMENTS.
8. FIELD VERIFY DIMENSIONS AND MATERIAL OF ALL
EXISTING PIPING TO BE RELOCATED AND PROVIDE NEW
PIPING TO MATCH EXISTING.
Scale: N.T.S.
BUILDING LEVEL KEY PLAN
Revisions
No. Description Date
M
M M
M
1 2 3 4 5 6 7 8 9
A
B
C
D
E
A'
B'
1' 2' 3' 4'
DOAS-2
24x24 EA UP TO EF-1
30X18 OA DN. OFFSET IN
FRONT OF EXISTING GAS
PIPING. SEE M-104 FOR
CONTINUATION.
EXISTING REFRIGERANT LEAK
DETECTION PANEL. PROVIDE AUDIBLE
AND VISIBLE ALARM. SEE NOTE 3 AND 4.
24x24 SA UP TO SF-1
REFRIGERANT LEAK
DETECTION ALARM.
SEE NOTE 4.
24x24 - OA
CONNECT 24x24 EA DUCT
INTO EXISTING SHAFT TO
TURBINE HALL SUB-LEVEL
(TYP. OF 2)
48x15 OA DN.
TERMINATE WITH 45
DEGREE ANGLE AND
DRUM LOUVER +/- 19'
ABOVE TURBINE HALL
FLOOR. SEE SECTION.
18x12 - EA
REFRIGERANT LINES:
(4) 3/8" LIQUID UP
(4) 5/8" GAS UP
(1) 1/4" LIQUID UP
(1) 1/2" GAS UP
(3) 3/8" LIQUID DN
(3) 5/8" GAS DN
(1) 1/4" LIQUID DN
(1) 1/2" GAS DN
18x10 - EA
18x12 - OA AC-5
TF-2
x
E A
CLEANOUT
ACCESS DOOR
4ø - EA
TERMINATE DRYER
EXHAUST AT WALL WITH
HOOD AND BACKDRAFT
DAMPER, 3' ABOVE DOAS-2
OA INTAKE MIN.
UH-1
12x18 - OA
UH-2
BMS CONTROL PANEL
LOCATIONS (DOAS
UNITS & TURBINE HALL)
BMS CONTROL
PANEL LOCATION
(BOILER HALL)
P
BOILER HALL
SPACE
PRESSURE
SENSOR
34x34 - OA
24x24 - EA
M-302
M-301
M-302
36x18 - EA
24x16 - OA
18x18 - EA
24x24 - EA
18x18 EA DN.
SEE SECTION
x
E A
32x32 - OA
30x18 - OA
30x18 - OA
M-303
M-303
34x34 - OA
48x15 OA DN.
TERMINATE WITH 45
DEGREE ANGLE AND
DRUM LOUVER +/- 19'
ABOVE TURBINE HALL
FLOOR. SEE SECTION.
M-301
DBF-1
UP TO DOAS-1
UP TO
DOAS-1
TOP
18x12 - OA BOTT
DN
12x12 OA DN
14x12 EA DN
M-303
36x20 - OA
M-401
5/8" RF (L) 3/8" RF (G)
1 1/4" LPS
2" LPS
2" LPS
DN
3/4" LPC
1" LPC
CONNECT 1" LPC INTO
EXISTING LPC MAIN.
M-303
DN
S9
S9
S9
S9
S9
S9
WMS
40x16 - EA
S12
1,320 CFM
(TYP. OF 5)
M-302
36x36 - OA
UP TO SF-2
TURN DOWN DUCT AND
TERMINATE BELOW
ROOF TRUSSES w/WMS.
SEE SECTION.
(TYP. OF 2)
VD VD
7,500 CFM 7,500 CFM
60x15 OA DN. TERMINATE
WITH 45 DEGREE ANGLE,
PLENUM AND DRUM
LOUVER +/- 10' ABOVE
MEZZANINE FLOOR. SEE
SECTIONS M-303 FOR
SIMILAR DETAIL.
34x34 OA
UP TO SF-3
24x24 EA
UP TO EF-5
24x24 EA
UP TO EF-6
34x34 OA
UP TO SF-4
32x32 OA
UP TO SF-5
34x34 OA
UP TO SF-6
52x52 EA OPENING
ABOVE FOR EF-4
52x52 EA OPENING
ABOVE FOR EF-3
52x52 EA OPENING
ABOVE FOR EF-2
114x60 EA OPENING
ABOVE FOR RV-1
FTR-A (70 lf). SEE NOTE 1.
NOTE 3.
NOTE 2.
CRANE OVERHEAD CLEARANCE
ZONE. SEE NOTE 5.
CRANE OVERHEAD CLEARANCE
ZONE. SEE NOTE 5.
PROVIDE WMS AT FAN
INLET AND OUTLET
16x16 - TA
T
CHILLER ROOM
SPACE TEMP SENSOR
ES
ES
ES T
BOILER HALL SPACE
TEMPERATURE SENSOR
(3 OF 3)
1" PCR
DN
CONNECT 1" LPC
FROM CR-2 INTO
EXISTING LPC
MAIN
TURBINE HALL
SWITCH GEAR
MEZZANINE
BOILER HOUSE
CHILLER ROOM
ENTRY LANDING
16x16 TA DN.
SEE SECTION
16x24 INLET WITH WMS. BOTT.
OF INLET 12" ABOVE FLOOR
(TYP. OF 2). SEE SECTION AND
DETAIL M-506.
1/4" RF (L) DN
1/2" RF (G) DN
1/4" RF (L) UP
1/2" RF (G) UP
3/8" RF (L) UP & DN
5/8" RF (G) UP & DN
M-303
OFFSET DUCTWORK
THROUGH ROOF
TRUSSES (TYP).
DF-1
DF-1 DF-1 DF-1 DF-1
DF-1
DESTRATIFICATION
FAN. SEE DETAIL
M-506 (TYP.)
DF-2 DF-2
22x16 - OA
20x16 OA DN
20x16 - EA
48x14 EA
UP TO ERV-3
VD
VD
16x12 - EA
16x12 - EA
CONNECT
16x12 EA INTO
BOTTOM OF
24x24 EA DUCT
(TYP. OF 2)
INSTALL UNIT ON
DUNNAGE. SEE
STRUCTURAL DRAWINGS
FOR DETAILS.
40x16 OA
UP TO ERV-3
12x18 - EA
FTR-A
(70 lf)
2" LPS
1" LPC
1" LPC
RETURN
BELOW FTR-A
VD (TYP. OF 5)
DN
4ø - EA
NOTE 8
NOTE 9
M-402
TEMPORARY
STEAM MAIN.
SEE M-402
FOR DETAILS.
LEVEL SB
LEVEL B
LEVEL 1
LEVEL 2
LEVEL 3
LEVEL 4
LEVEL 5
LEVEL 6
ROOF C
LEVEL Bb
Trophy Point, LLC 4588 South Park Avenue Blasdell, New York 14219 tel. 716 823-0066 trophypoint.com
Estimator:
Jensen Hughes 8000 Regency Parkway - Suite 580 Cary, North Carolina 27518 tel. 919-421-8431 www.JensenHughes.com
Fire Protection Engineer:
Dewberry Engineers Inc.
132 West 31st Street Suite 301 New York, New York 10001 tel. 212 685-0900 www.dewberry.com
MEP/Structural/Civil/ Environmental Engineering:
Thaler Reilly Wilson Architecture &
Preservation 25 Monroe St. Suite 202 Albany, New York 12210 tel. 518-375-1485 www.TRW-Arch.com
Historic Preservation Architect:
Project
Date:
Checked By:
JMZ Project No.
190 Glen Street | P.O. Box 725 Glens Falls, NY 12801
518-793-0786 | JMZarchitects.com
Seal:
C o p y ri g h t b y J
M Z
A rc h it e c ts a n d P la n n e rs
P
.C
The United States Army Garrison West Point, NY
:0
:4
P
M
M-105
LEVEL 5 NEW
WORK PLAN
West Point
Upgrade Central Plant Building Number 604
03/25/2024
ML
Scale: 1/8" = 1'-0"
MECHANICAL LEVEL 5 NEW WORK PLAN
MECHANICAL NOTES:
1. PROVIDE 70 LF OF NEW 2" STEAM FINTUBE RADIATOR
WITH COVER GUARD TYPE FTR-A LOCATED ALONG SOUTH
WALL OF MEZZANINE (REPLACE EXISTING IN KIND).
SUPPORT ON EXISTING WALL/FLOOR BRACKETS.
PROVIDE NEW SHUTOFF VALVES, 70 MBH CAPACITY
THERMOSTATIC RADATOR VALVE, VALVE MOUNTED DIAL
AND REMOTE SENSOR, STEAM TRAP AND 2-POSITION
ELECTRIC SOLENOID FOR WARM WEATHER SHUT-OFF.
SEE CONTROL DRAWINGS AND DETAIL ON M-501.
2. MOTORIZED DAMPER FOR NORMAL OPERATION. SEE
SEQUENCE OF OPERATION.
3. MOTORIZED DAMPER FOR EMERGENCY OPERATION.
INTERLOCK FAN HIGH SPEED AND EMERGENCY DAMPER
DIRECTLY WITH EXISTING REFRIGERANT LEAK DETECTION
MONITOR. SEE CONTROL DRAWINGS AND SEQUENCE
OPERATION.
4. PROVIDE AUDIBLE AND VISUAL REFRIGERANT LEAK
DETECTION ALARMS INSIDE CHILLER ROOM AND OUTSIDE
ENTRANCE TO CHILLER ROOM.
5. THERE IS AN OVERHEAD CRANE SYSTEM THAT PASSES
THROUGH THE TURBINE HALL AREA. MECHANICAL
DUCTWORK, PIPING AND EQUIPMENT SHALL NOT BE
LOCATED IN THIS CRANE CLEARANCE ZONE BETWEEN EL.
104' 9" AND EL. 117' 9" (PROJECT DATUM, 21' 0 " AND 28' 0"
ABOVE TURBINE HALL MAIN FLOOR). ANY MECHANICAL
DUCTWORK, PIPING AND EQUIPMENT LOCATED WITHIN
THIS AREA BELOW EL. 104' 9" MAY NOT BE SUPPORTED
FROM OVERHEAD STRUCTURAL STEEL (BEAM CLAMPS
AND THREADED ROD ARE NOT ACCEPTABLE IN THIS
AREA) AS THIS WILL CREATE A CONFLICT WITH THE
TRAVEL PATH OF OVERHEAD CRANE. ALL NEW
MECHANICAL DUCTWORK, PIPING AND EQUIPMENT
LOCATED WITHIN THIS AREA MUST BE FASTENED
TO/SUPPORTED FROM THE EXISTING WALLS, FROM NEW
OFFICE STRUCTURE WALLS/CEILINGS OR FROM THE
FLOOR BELOW. MECHANICAL DUCTWORK, PIPING AND
EQUIPMENT LOCATED OUTSIDE OF THIS AREA MAY BE
SUPPORTED BY EXISTING OVERHEAD STRUCTURAL
STEEL. SEE WALL MECHANICAL SUPPORT DETAILS ON
M-502 AND M-503.
6. COORDINATE CONNECTION OF NEW TERMINAL
EQUIPMENT LPS AND LPC PIPING INTO EXISTING PLANT
LPS AND LPC LOOPS WITH PLANT OPERATION/SHUTDOWN
SCHEDULE. FINAL TAPS INTO LOOP MAINS SHALL BE
MADE DURING PLAN SHUTDOWNS.
7. LOCATIONS OF SPACE MOUNTED CONTROL SENSORS AS
INDICATED ON PLANS, 5' AFF U.O.N. SEE CONTROL
DRAWINGS FOR DUCT AND UNIT MOUNTED SENSORS.
8. PROVIDE DOUBLE WALL DUCT WITH 1/2" INTERNAL DUCT
INSULATION IN SUPPLY DUCTWORK BETWEEN ERV-3, SF-5
AND EDH-1/2. DUCT DIMENSIONS SHOWN ARE CLEAR
INSIDE DIMENSIONS.
9. PROVIDE DOUBLE WALL DUCT WITH 1/2" INTERNAL DUCT
INSULATION IN SUPPLY DUCTWORK FROM SF-1. DUCT
DIMENSIONS SHOWN ARE CLEAR INSIDE DIMENSIONS.
Scale: N.T.S.
BUILDING LEVEL KEY PLAN
Revisions
No. Description Date
E
M-402
TIE INTO
EXISTING HPS
MAIN WITH NEW
TEE, SAME SIZE
AS MAIN
14" HPS
UP TO
LEVEL 4
REROUTE EXISTING
3/4" ELECTRICAL
CONDUIT TO ALLOW
INSTALLATION OF
TEMP. 14" HPS PIPE
E
M-402
GATE VALVE
14" HPS UP TO
LEVEL 5, DN
TO LEVEL 3
PROVIDE
TEMPORARY
GRATING WITH PIPE
OPENING.
PROVIDE 1" WARM-UP
BYPASS LINE AND VALVE
AROUND 14" VALVE.
E
M-402
14" HPS
CAP AT EXTERIOR
OF WINDOW WITH
BLIND FLANGE.
WINDOW OPENING.
COORDINATE WINDOW
REMOVAL AND REPLACEMENT
WITH ARCHITECTURAL WORK
SCOPE.
14" HPS
DN TO
LEVEL 4
SUPPORT PIPE WITH
LOW-FRICTION GRAPHITE
SUPPORT/GUIDE ON 6x6
WOOD TIMBER IN
WINDOW SILL
LEVEL 3
73' - 4 3/16"
LEVEL 4
83' - 3 19/32"
LEVEL 5
94' - 9"
E
GATE VALVE
14" HPS
BALL JOINT
BALL JOINT
. LOCATE BALL JOINTS
AS FAR APART AS
POSSIBLE (9' 6" MIN.)
WINDOW OPENING BEYOND.
COORDINATE WINDOW REMOVAL
AND REPLACEMENT WITH
ARCHITECTURAL SCOPE.
PROVIDE TEMPORARY CLOSURE
PANEL WITH ANNULAR SPACE TO
ACCOMMODATE PIPE
MOVEMENT.
PROVIDE TEMPORARY
FLOOR GRATING WITH
PIPE OPENING.
COORDINATE WITH
ARCHITECTURE AND
STRUCTURAL.
TIE INTO EXISTING
HPS MAIN AT LEVEL 3
WITH NEW TEE,
SAME SIZE AS MAIN.
CAP AT EXTERIOR
OF WINDOW WITH
BLIND FLANGE
PROVIDE WITH REMOVABLE
INSULATION COVER (TYP.)
SUPPORT PIPE WITH
LOW-FRICTION
GRAPHITE
SUPPORT/GUIDE ON
6x6 WOOD TIMBER IN
WINDOW SILL
Trophy Point, LLC 4588 South Park Avenue Blasdell, New York 14219 tel. 716 823-0066 trophypoint.com
Estimator:
Jensen Hughes 8000 Regency Parkway - Suite 580 Cary, North Carolina 27518 tel. 919-421-8431 www.JensenHughes.com
Fire Protection Engineer:
Dewberry Engineers Inc.
132 West 31st Street Suite 301 New York, New York 10001 tel. 212 685-0900 www.dewberry.com
MEP/Structural/Civil/ Environmental Engineering:
Thaler Reilly Wilson Architecture &
Preservation 25 Monroe St. Suite 202 Albany, New York 12210 tel. 518-375-1485 www.TRW-Arch.com
Historic Preservation Architect:
Project
Date:
Checked By:
JMZ Project No.
190 Glen Street | P.O. Box 725 Glens Falls, NY 12801
518-793-0786 | JMZarchitects.com
Seal:
C o p y ri g h t b y J
M Z
A rc h it e c ts a n d P la n n e rs
P
.C
The United States Army Garrison West Point, NY
:0
:0
A
M
M-402
MECHANICAL
ENLARGED
FLOOR PLAN
TEMP. STEAM
CONNECTION
West Point
Upgrade Central Plant Building Number 604
03/25/2024
JP
Revisions
No. Description Date
01 Addendum #1 04/03/24
Scale: 1/4" = 1'-0"
MECHANICAL TEMPORARY STEAM PIPING - LEVEL 3
Scale: 1/4" = 1'-0"
MECHANICAL TEMPORARY STEAM PIPING - LEVEL 4
Scale: 1/4" = 1'-0"
MECHANICAL TEMPORARY STEAM PIPING - LEVEL 5
Scale: 1/4" = 1'-0"
MECHANICAL SECTION - TEMPORARY STEAM PIPING
TEMPORARY STEAM PIPING NOTES:
1. COORDINATE ALL TEMPORARY PIPING WORK AND SEQUENCING
WITH THE WORK OF THIS PROJECT AND THE STEAM TUNNELS A,
A1, B2 PROJECT (MICC PROJECT W911SD-21-D-0005-MICC WP FP,
JMZ PROJECT 2222).
2. TIE IN TEMPORARY PIPING TO EXISTING STEAM MAIN DURING
PLANT SHUTDOWN. SEQUENCE WITH WORK OF BUILDING 604
UPGRADE PROJECT.
3. REMOVE TEMPORARY PIPING WHEN NO LONGER REQUIRED BY
STEAM TUNNEL PROJECT. CAP CONNECTION AT EXISTING HPS
MAIN AT LEVEL 3 WITH BLIND FLANGE. REINSTALL STEEL FLOOR
GRATING AND COMPLETE WINDOW INSTALLATION.
4. SEE SPECIFICATION 33 61 13.19 FOR TEMPORARY HPS PIPING
SPECIFICATIONS.
5. TEMPORARY PIPING SHALL BE SUPPORTED FROM LEVEL 3 (SUB-
LEVEL) FLOOR SLAB USING PIPE STANDS OR FROM TURBINE
HALL WALLS. PIPING SHALL NOT BE SUPPORTED FROM LEVEL 4
TURBINE HALL FLOOR STRUCTURE. PIPING SHALL NOT BE
SUPPORTED USING OVERHEAD HANGERS WHICH MAY
INTERFERE WITH THE BRIDGE CRANE OPERATION.
WATERPROOF ALL SEAMS AND JOINTS IN DUCT
1-1/2" HARDBOARD FIBERGLASS AND ALUMAGUARD JACKETING
INSULATE AND FINISH FOR PAINTING
MIRO DUCT/ROOF SUPPORTS
EXISTING ROOF
DUCT
NOTES:
1. DUCTWORK EXPOSED TO THE ELEMENTS SHALL BE INSULATED WITH 1-1/2" THICK
RIGID BOARD AND FINISHED WITH "WEATHER CLAD" OR ALUMAGUARD SURFACE. 1/2"
PER FOOT TO SHED WATER. ALL JOINTS SHALL BE POSITIONED SO AS TO SHED WATER
WITH A MINIMUM 3" OVERLAP, AND COMPLETELY WEATHER-SEALED.
BOLT DUCT SUPPORT TO ROOF
STRUCTURE, OR PROVIDE 3/16" CABLE
HOLDDOWN BOLT TO ROOF, SIMILAR TO
ANCHOR PRODUCTS U-ANCHOR 2400
CAULK ALL AROUND
12" MIN
FLASHING ROOF
ROOF DECK
INSULATION
DUCT SUPPORT ALL
AROUND FASTENED TO
DECK AND DUCT
NOTE: SEE ARCHITECTURAL DRAWINGS FOR CURB AND FLASHING.
MEMBRANE ROOF
COUNTER FLASHING
FASTENED TO DUCT
PRE ENGINEERED CURB
INSULATION AS REQUIRED
PRESSURE TREATED
WOOD NAILER BASE
METAL SCREEN
FRAME ANGLE IRON
REINFORCING
WHERE REQUIRED
SCREEN
BOLTS (TYP.)
R
R=W/2
ROOFING TREATED
WOOD
NAILER
1/4" x 2-1/2" SCREWS 6" O.C.
AND AT EACH CORNER
EXTEND HEM MINIMUM 4"
BELOW TOP OF NAILER
CANT STRIP
INSULATION
COPPER FLASHING
WITH SEALANT
SEALANT (TYP)
SEE ARCHITECTURAL FOR ROOF DECK
PREFABRICATED ROOF CURB FOR
FLAT ROOF BASED ON THYCURB
MODEL TC-2, 14 GAUGE, ROOF TO
BE VERIFIED IN FIELD
DUCT RISER, DUCT SIZE
AS INDICATED ON PLANS
1/2''x1/2" WIRE MESH
SCREEN AND FRAME CONTINUOUS SEAL WITH
SUITABLE MASTIC
ANGLE IRON REINFORCING
ALL AROUND, RIVETED OR
TRACK WELDED TO DUCT,
REQUIRED FOR 12"x12" OR
LARGER (TYP)
135° MIN.
WATERPROOF ALL SEAMS
AND JOINTS
M
IN
M
IN
M
IN
D U C
T S
IZE +2 5%
RETAINING ANGLE 1 1/2" x 11/2" x 1/8" MUST LAP
STRUCTURAL OPENING 1"
MIN. WELD OR FASTEN
ANGLE TO SLEEVE BREAK-AWAY
DUCT CONNECTION
MIN. CLEARANCE 1/8",
OR AS REQ. BY
MANUFACTURER.
BLADE LOCK &
NEGATOR
CLOSURE SPRING
INTERLOCKING STEEL
BLADE CURTAIN - FULLY
OUT OF AIRSTREAM
RATED WALL ASSEMBLY
STEEL SLEEVE 16 GA. FOR
24" x 24" 14 GA. MIN. FOR
LARGER DAMPERS.
UL APPROVED
FUSIBLE LINK
VERTICAL OUT-OF-WALL FIRE
DAMPER DETAIL
FIRESTOPPING SEALANT
NOTE:
VERTICAL APPLICATION SHOWN. DETAIL MAY BE ROTATED FOR HORIZONTAL IN FLOOR OR OUT-OF-FLOOR FIRE DAMPER DAMPER APPLICATION.
2-HR FIREWRAP
WHERE REQUIRED
BY DAMPER
MANUFACTURER
ACCESS DOOR
(8" X 8" MIN., NOT
REQ. WHERE
DAMPER IS
ACCESSIBLE
THROUGH WALL
OUTLET)
VERTICAL IN-WALL FIRE
DAMPER DETAIL
MIN. CLEARANCE
1/8", OR AS REQ. BY
MANUFACTURER.
RETAINING ANGLE 1 1/2" x 11/2" x 1/8" MUST LAP
STRUCTURAL OPENING 1"
MIN. WELD OR FASTEN
ANGLE TO SLEEVE
FIRESTOPPING SEALANT
AT WALL OUTLET
TERMINATION,
RETAINING ANGLES
ON FINISH SIDE NOT
REQUIRED WHEN
MANUFACT. SINGLE-
SIDED INSTALLATION
REQ. ARE OBSERVED.
GRILLE/REGISTER
WHERE INDICATED
1" SPACE / CLEARANCE BETWEEN
COIL AND LINER WHERE PROVIDED
ELECTRIC IN-DUCT HEATING COIL W/THERMAL CUT-OUT
AIR FLOW SENSOR/SWITCH
ELECTRICAL
SERVICE
DISCONNECT
NET DUCT I.D. = HEATER NET I.D.
AIR
FLOW
DUCT MOUNTED ELECTRIC COIL PANEL.
ALLOW 2'-6" W X 3'-6"* SPACE IN FRONT OF
HEATER FOR PANEL ACCESS & SERVICE
* 3' 0" FOR 120V HEATER
NOTES:
FOR UNITS W/SCR CONTROL, ALLOW MIN. 5" CLEARANCE AROUND SCR HEAT SINK
4' 0" MINIMUM TO ELBOWS
OR OTHER SOURCES OF
DISTURBANCE ON
UPSTREAM SIDE OF
HEATER
2' 0" MINIMUM TO ELBOWS OR OTHER
SOURCES OF DISTURBANCE ON
DOWNSTREAM SIDE OF HEATER
ROOF TOP SUPPLY OR
EXHAUST VENTILATOR W/
SPUN ALUMINUM CAP
INSULATED FACTORY ROOF CURB
WITH EXTENSION. PROVIDE
PITCHED BOTTOM TO MATCH ROOF
DECK SLOPE.
DRIVE/MOTOR HOUSING W/ BIRD
SCREEN AND FACTORY MOUNTED
INTEGRAL DISCONNECT SWITCH
MISC. STEEL FRAMING
(SEE STRUCTURAL)
FOR ROOF STRUCTURE SEE ARCHITECTURAL
AND STRUCTURAL DRAWINGS (COORDINATE
EXACT PENETRATION LOCATION)
MOTORIZED DAMPER (SEE
SCHEDULE AND CONTROL
DRAWINGS.)
INSTALL ELECTRICAL CONDUIT THRU ROOF CURB
SUPPLY AIR
(SUPPLY
APPLICATION)
EXHAUST AIR
(EXHAUST
APPLICATION)
COORDINATE CURB FLASHING
WITH NEW ROOFING SYSTEM.
SEE ROOFING DRAWINGS.
WASHABLE ALUMINUM MESH
FILTERS (WHERE NOTED, SUPPLY
APPLICATIONS ONLY)
M
IN
SEAL ANNULAR SPACE BETWEEN
DUCT/DAMPER AND ROOF DECK
GASKETED DAMPER
ACTUATOR ACCESS DOOR.
PROVIDE SEALING
GASKET BETWEEN
FAN BASE AND TOP
OF CURB
ANCHOR BOLTS( TYP). SEE
STRUCTURAL REQUIREMENTS FOR
ANCHORS ACCEPTABLE FOR USE
IN EXISTING CONSTRUCTIONS.
STEEL CHANNEL.
FASTEN TO DUCT
DUCT RISER
STEEL CHANNEL STRUT
NOTES:
1. SIZE OF CHANNELS AND FASTENERS TO BE
DETERMINED PER HANGER AND SUPPORT
NOTES, M-001.
2. PROVIDE VERTICAL SUPPORT EVERY 10' MAX.
FACTORY ROOF CURB
MISC. STEEL FRAMING
(SEE STRUCTURAL)
FOR ROOF STRUCTURE SEE
ARCHITECTURAL AND
STRUCTURAL DRAWINGS
(COORDINATE EXACT
PENETRATION LOCATION)
MOTORIZED DAMPER (SEE
SCHEDULE AND CONTROL
DRAWINGS.)
RELIEF AIR
COORDINATE CURB
FLASHING WITH NEW
ROOFING SYSTEM. SEE
ROOFING DRAWINGS.
LOUVERED RELIEF
PENTHOUSE WITH
BIRDSCREEN
M
IN
FASTEN PENTHOUSE LEG TO
CURB WITH (6) #14X1" S/S SMS,
TYPICAL OF EACH CORNER
SEAL ANNULAR SPACE
BETWEEN DUCT/DAMPER
AND ROOF DECK
NOTES:
1. ATTACHMENT TO STRUCTURE AND BRACING PER DELEGATED DESIGN REQUIREMENTS, SEE
NOTES M-001.
2. WHERE INSTALLED ABOVE HARD CEILINGS, ACCESS DOOR SHALL BE LARGE ENOUGH TO ALLOW
FOR UNIT REMOVAL.
(2) 2 1/2" X 2 1/2" X 1/4" STEEL
ANGLES BACK TO BACK, WELDED
TO BEAM FLANGE
1/4" STEEL CONN.
PLATE WELDED TO
ANGLES EA. SIDE OF
THREADED ROD, TYP.
3/8" THREADED ROD
ELASTOMERIC
VIBRATION
ISOLATOR
RETURN AIR
FLEXIBLE CONNECTION
FLEXIBLE CONNECTION
STEEL FRAMING
NOTE: AT STRUCTURAL CONCRETE DECK,
EXPANSION ANCHOR CONNECTIONS WITH
THREADED ROD COUPLINGS MAY BE USED IN
PLACE OF STEEL CHANNELS
CABLE SWAY BRACING
TO STRUCTURE WHERE
REQUIRED. SEE
DELEGATED DESIGN
NOTES, M-001.
SUPPORT CHANNEL. WHERE FACTORY
MOUNTING TABS ARE PROVIDED ON
UNIT, UNIT MAY BE SUPPORTED
DIRECTLY FROM THREADED ROD
SUPPLY AIR
Trophy Point, LLC 4588 South Park Avenue Blasdell, New York 14219 tel. 716 823-0066 trophypoint.com
Estimator:
Jensen Hughes 8000 Regency Parkway - Suite 580 Cary, North Carolina 27518 tel. 919-421-8431 www.JensenHughes.com
Fire Protection Engineer:
Dewberry Engineers Inc.
132 West 31st Street Suite 301 New York, New York 10001 tel. 212 685-0900 www.dewberry.com
MEP/Structural/Civil/ Environmental Engineering:
Thaler Reilly Wilson Architecture &
Preservation 25 Monroe St. Suite 202 Albany, New York 12210 tel. 518-375-1485 www.TRW-Arch.com
Historic Preservation Architect:
Project
Date:
Checked By:
JMZ Project No.
190 Glen Street | P.O. Box 725 Glens Falls, NY 12801
518-793-0786 | JMZarchitects.com
Seal:
C o p y ri g h t b y J
M Z
A rc h it e c ts a n d P la n n e rs
P
.C
The United States Army Garrison West Point, NY
:1 1:
P M
M-504
MECHANICAL
DETAILS
(CONT.)
West Point
Upgrade Central Plant Building Number 604
03/25/2024
ML
Scale: N.T.S.
EXTERIOR DUCTWORK DETAIL
Scale: N.T.S.
DUCT PENETRATION THRU ROOF
Scale: N.T.S.
GOOSENECK DUCT TERMINATION DETAIL
Scale: N.T.S.
FIRE DAMPER DETAIL
Scale: N.T.S.
ELECTRIC DUCT HEATER
Scale: N.T.S.
EXHAUST OR SUPPLY FAN - ROOF MOUNTED
Scale: N.T.S.
VERTICAL DUCT RISER - SUPPORT FROM WALL
Scale: N.T.S.
LOUVERED RELIEF PENTHOUSE - ROOF MOUNTED
Scale: N.T.S.
SUSPENDED INLINE FAN DETAIL
Revisions
No. Description Date
| Sheets |
| M-002 - MECHANICAL CONSTRUCTION & DEMOLITION NOTES |
| M-504 Addendum 1 4-3-24.pdf |
| Sheets |
| M-504 - MECHANICAL DETAILS (CONT.) |
| M-402 Addendum 1 4-3-24.pdf |
| Sheets |
| M-402 - MECHANICAL ENLARGED FLOOR PLAN TEMP. STEAM CONNECTION |
| M-105 Addendum 1 4-3-24.pdf |
| Sheets |
| M-105 - LEVEL 5 NEW WORK PLAN |
| M-104 Addendum 1 4-3-24.pdf |
| Sheets |
| M-104 - LEVEL 4 NEW WORK PLAN |
| M-103 Addendum 1 4-3-24.pdf |
| Sheets |
| M-103 - LEVEL 3 NEW WORK PLAN |
| M-402 Addendum 1 4-3-24.pdf |
| Sheets |
| M-402 - MECHANICAL ENLARGED FLOOR PLAN TEMP. STEAM CONNECTION |
| M-402 Addendum 1 4-3-24.pdf |
| Sheets |
| M-402 - MECHANICAL ENLARGED FLOOR PLAN TEMP. STEAM CONNECTION |
| M-402 Addendum 1 4-3-24.pdf |
| Sheets |
| M-402 - MECHANICAL ENLARGED FLOOR PLAN TEMP. STEAM CONNECTION |
File details come from the government source that posted it. Updated .