ATTACHMENT A - 9 of11 501-17-105 Dwg-Mech2 07-20-22.pdf
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- Solicitation number
- 36C26223B0010
About this file
This document provides notification of an upcoming solicitation for Project 501-17-105: Upgrade Energy Plant Equipment Infrastructure. The solicitation will be issued by the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 22 for renovation, new construction, equipment replacements, and utility modifications to address deficiencies at the New Mexico VA Campus Building 43 Central Utility Plant related to mechanical, plumbing, accessibility, electrical, life safety, structure, and cooling. The work includes general construction, alterations, mechanical and electrical work, utility systems, necessary demolition and removal of existing structures and certain other items necessary for completion. The project will be procured as a 100% set-aside for Service-Disabled Veteran-Owned Small Business (SDVOSB) concerns listed as verified in the VetBiz Vendor Information Pages VIP database. The estimated value is between $10-20 million. The IFB solicitation will be issued on or around July 15, 2023 via SAM.gov. The point of contact is listed.
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Text version
DN
DN
E
D
TYP.
MECH AREA-1
MA-100-1
1" CHR
1" CHS
6" HPS
8" HPS
12" CHR
12" CHS
4" CND
4" CND
8" HPS
6" HPS
1 1/2" V
2" CND
2" HPS
2" CND
3" CND
4" CND
3" CND
3" CND
FCU-100
TYP.
2 3
E
D
C
B
A
STORAGE
MA-121
ELECTRICAL ROOM
MA-107
VESTIBULE
MA-120
GENERATOR ROOM
MA-106
BOILER PLANT
MA-108
STAIRS
MA-209
SUPPLY ROOM
MA-105
CORRIDOR
ENGINEERING
CONTROL CENTER
/F3 MJ101C
F
M
J B
TYP.
EG-1 (E)
4" CHS
4" CHR
3" HPS
1 1/2" CND
1" FOR
1" FOR
3" FWPD
3" FWPD
4" FWPD
2" FWPD
3/4" CF
1/2" BWS
3/4" CF
1/2" BWS
3/4" CF
1/2" BWS
1/2" BWS
3/4" CF
2" CHR
2" CHS
1 1/2" LPR
1 1/2" LPS
4" CND
2" CND
1 1/4" LPR
1 1/4" LPR
3/4" LPR
8" HPS
4" HPS
8" HPS
8" HPS
8" HPS
2" CND
2" LPS
1" CHR
1" CHS
3/4" CND
3/4" CHS
3/4" CHR
3/4" LPS
3/4" LPR
3/4" LPR
3/4" LPR
10" CHR
10" CHS
4" CND
BFD-43-ML (E)
CST-43-ML (E)
43-DT-1 (E)
FCU-121
43-BOT-1
STB-433ML (E)
STB-432ML (E)
STB-431ML (E)
1 1/4" CHR
8" HPS
6" HPS
3/4" CHS
3/4" CHR
3/4" LPS
3/4" LPR
1 1/2" LPS
3/4" LPR
1 1/2" CHR
1 1/2" CHS
2" CHR
2" CHS
1 1/2" LPR
1 1/2" LPS
1" LPS
3/4" LPR
3" LPS
FCU-110
TYP.
TYP.
TYP.
TYP.
NORTH
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD
A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
Structural and Subconsultants:
KEY PLAN
NOT FOR
CONSTRUCTION
A
A
2058 S Dobson Rd., Suite 10, Mesa, AZ 85202
(480) 454-6408 www.unitedstr.com
B
IM
/5
-1
-1
O p ti m iz e
B
E n e rg y P la n t
/5
-1
-1
.4
.M
P .r v t
/2 /2
:4
:5
A M
MJ101A
MECHANICAL INSULATION PLAN - LEVEL 1 &
BASEMENT LEVEL - AREA A
TRIPLE C THE A/E GROUP
2266 S. Dobson Road, Suite 200
Mesa, AZ 85202
(928) 499-3225
Mat Perkins
P2S ENGINEERING, INC.
5000 E. Spring Street
8th Floor
Long Beach, CA 90815-5218
Contact: Mikhail Fuks
UPGRADE ENERGY PLANT
EQUIPMENT INFRASTRUCTURE
(BLDG. 43 & 43A)
1501 SAN PEDRO SE ALBUQUERQUE, NM 87108
501-17-105
11/25/2019 M. PERKINS G. WEAVER
100% CONSTRUCTION
DOCUMENTS
1/4" = 1'-0" F1
MECHANICAL INSULATION PLAN - BASEMENT LEVEL - AREA A
1/4" = 1'-0"
F4
MECHANICAL INSULATION PLAN - LEVEL 1 - AREA A
GENERAL SHEET NOTES
KEYNOTES
1 CONTRACTOR SHALL PROVIDE INSULATION ON NEW PIPING AND VALVES, NO ASBESTOS CONTAINING
MATERIAL ARE PERMISSIBLE.
2 CONTRACTOR SHALL REMOVE EXISTING DAMAGED INSULATION AND INSTALL NEW INSULATION ON
EXISTING PIPING AND VALVES, NO ASBESTOS CONTAINING MATERIAL ARE PERMISSIBLE.
INSULATION LEGEND
NEW INSULATION ON EXISTING PIPING.
CONTRACTOR SHALL REMOVE EXISTING INSULATION AS
REQUIRED TO INSTALL NEW INSULATION.
SEE SPEC 23 07 11 FOR ADDITIONAL INFORMATION.
NEW INSULATION ON NEW PIPING.
SEE SPEC 23 07 11 FOR ADDITIONAL INFORMATION.
A. CONTRACTOR TO COORDINATE WITH ROOF INSTALLATION WARRANTY
REQUIREMENTS FOR ANY MODIFICATIONS TO ROOFING TO ENSURE NO
VIOLATIONS OCCUR OF THE WARRANTY. CONTRACTOR TO EMPLOY A CERTIFIED
ROOFING INSPECTOR MEETING THE REQUIREMENTS OF THE INSTALLED ROOF.
ALL WARRANTY VIOLATIONS WILL BE REQUIRED TO BE CORRECTED PRIOR TO
CLOSE OUT. ROOFS AND/OR ROOFING IMPACTED BY WORK INCLUDE B43 AND
B43A.
B. CONTRACTOR TO VALIDATE AND VERIFY ALL FIRE RATED AND/OR SMOKE RATED
WALLS AND ASSEMBLIES INDICATED ON PLANS IN WORK AREA. PROVIDE ALL
PIPING PENETRATIONS OF FIRE, SMOKE AND FULL HEIGHT WALLS SHALL BE
CAULKED AIRTIGHT TO THE ADJACENT STRUCTURE BY MEANS OF U.L. APPROVED
FIRE PROOF CAULKING MATERIAL.
C. CONTRACTOR SHALL COORDINATE ALL PIPING, PLUMBING, AND CONDUIT PIPING
WITH STRUCTURAL, MECHANICAL, AND ELECTRICAL SYSTEMS AND SHALL
PROVIDE NECESSARY OFFSETS TO AVOID CONFLICTS AND TO MAINTAIN
REQUIRED EQUIPMENT ACCESS AND SERVICEABILITY.
D. EXISTING CONDITIONS ARE BASED ON EXISTING PLANS AND FIELD VERIFICATION
WHERE FEASIBLE. ACTUAL CONDITIONS MAY DIFFER FROM THOSE INDICATED.
CONTRACTOR TO FIELD VERIFY IN ADVANCE THE LOCATION AND CONDITION OF
THOSE EXISTING SYSTEMS SHOWN TO BE MODIFIED OR REMOVED. CONTRACTOR
TO NOTIFY ARCHITECT SHOULD CONDITIONS BE FOUND TO DIFFER
SIGNIFICANTLY FROM CONSTRUCTION DOCUMENTS.
E. CONTRACTOR TO COORDINATE ALL NEW EQUIPMENT LOCATIONS WITH ALL
TRADES PRIOR TO INSTALLATION.
F. CONTRACTOR TO PROVIDE GALVANIC PROTECTION AS REQUIRED AT
CONNECTIONS BETWEEN ALL DISSIMILAR METALS.
G. ANY FLOOR, WALL, OR CEILING CUTTING OR FILLING THAT IS REQUIRED TO
COMPLETE THIS PROJECT, THE CONTRACTOR SHALL PATCH AND PAINT AND
RETURN TO MATCH EXISTING CONDITIONS AND FINISHES.
H. CONTRACTOR TO PROVIDE ESCUTCHEONS ON ALL NEW EXPOSED EXTERIOR
PIPE PENETRATIONS AND SEAL COMPLETELY.
I. CONTRACTOR TO PROVIDE TEMPORARY FLOORING WHILE MODIFYING
SUBFLOORING.
J. PROVIDE PRECONSTRUCTION TAB READINGS OF THE EXISTING SUPPLY AIR AND
RETURN AIR SERVING THE ROOMS IN THE AREA OF WORK. REBALANCE EXISTING
SUPPLY AND RETURN AIR SYSTEMS AFTER DEMOLITION IS COMPLETE.
K. TECHNICAL COORDINATION DRAWINGS OF COMPLETE ASSEMBLIES, REFLECTING
ACCURATE PROJECT CONDITIONS, SHALL BE SUBMITTED WITH EQUIPMENT
SELECTIONS TO ENSURE SPACE ALLOWANCES ARE REFLECTED IN THE ACTUAL
SPACE AVAILABLE. WHERE SIZE DEVIATIONS DIFFER FROM THE BASIS OF DESIGN,
CONTRACTOR SHALL HIGHLIGHT THE DIFFERENCES FOR AE/COR REVIEW WITHIN
THE SUBMITTAL. CONTRACTOR SHALL PROVIDE INSTALLATION ROUTE AND
VERIFICATION THAT ACCESS POINTS, PLACEMENT ROUTE, SUPPORTS, AND
REQUIRED EQUIPMENT CLEARANCES ARE IDENTIFIED ON THE ROUTE DRAWING.
L. CONTRACTOR TO PROVIDE TEMPORARY UTILITIES TO MAINTAIN UNINTERRUPTED
SERVICE AT ALL TIMES.
M. SEE M-001 FOR ADDITIONAL GENERAL NOTES.
N. COMPLETE LAYOUT DRAWINGS SHALL BE REQUIRED BY 23 05 11, SUBMITTALS.
CONSTRUCTION WORK SHALL NOT START ON ANY SYSTEM UNTIL THE LAYOUT
DRAWINGS HAVE BEEN APPROVED BY VA.
Revisions: Date: 7/20/2022
MATHEW PERKINS
NO.005843
07/20/2022
4 5 6
E
D
C
B
A
TOILET, STAFF
BLDG 43A-2
43A-2
SHOWER/CHANGE
ENGINEERING
CONTROL CENTER
F
M
J A
TYP.
/F3 MJ101C
1" CF
10" CHS
10" CHS
10" TWS 10" CHS
10" CHS
10" CHR
10" TWS
10" TWR
T W
S
C H
S
T W
S
C H
S
T W
S
10" CHS
10" CHR
10" CHS
C H
R
T W
S
10" TWS
T W
S
C H
R
C H
S
10" TWS
10" TWS
10" TWS
10" TWR
10" TWS
10" CHR
10" CHS
8" HPS
1" CF
10" TWS
T W
S
10" TWR 10" TWS
10" CHS
10" CHR
10" CHR
C H
R 1" CF
1" CF
3" V
10" CHS
10" TWR
10" TWS
10" TWS
10" TWS
6" TWS
6" TWS
10" CHS
3" V
10" CHS
8" TWR
43-WCCH-2 (E)
43-P11 (E)
43-P10 (E)
43-P13 (E)
43-P9 (E)
HE-2 (E)
A
-P
E
A
-P
E
43-P6
43-P7 (E)
43-P12
HE-1 (E)
43-P14 (E)
43-WCCH-3
43-P8 (E)43-WCCH-1
43-SS-1 (E)
1" LPS
3/4" LPR
3" LPS
1" LPS
3/4" LPR
3" LPS
FCU-113
TYP.
TYP.
NORTH
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD
A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
Structural and Subconsultants:
KEY PLAN
NOT FOR
CONSTRUCTION
B
B
2058 S Dobson Rd., Suite 10, Mesa, AZ 85202
(480) 454-6408 www.unitedstr.com
B
IM
/5
-1
-1
O p ti m iz e
B
E n e rg y P la n t
/5
-1
-1
.4
.M
P .r v t
/2 /2
:4
:1
A M
MJ101B
MECHANICAL INSULATION PLAN - LEVEL 1 -
AREA B
TRIPLE C THE A/E GROUP
2266 S. Dobson Road, Suite 200
Mesa, AZ 85202
(928) 499-3225
Mat Perkins
P2S ENGINEERING, INC.
5000 E. Spring Street
8th Floor
Long Beach, CA 90815-5218
Contact: Mikhail Fuks
UPGRADE ENERGY PLANT
EQUIPMENT INFRASTRUCTURE
(BLDG. 43 & 43A)
1501 SAN PEDRO SE ALBUQUERQUE, NM 87108
501-17-105
11/25/2019 M. PERKINS G. WEAVER
100% CONSTRUCTION
DOCUMENTS
GENERAL SHEET NOTES
KEYNOTES
1/4" = 1'-0" F4
MECHANICAL INSULATION PLAN - LEVEL 1 - AREA B
1 CONTRACTOR SHALL PROVIDE INSULATION ON NEW PIPING AND VALVES, NO ASBESTOS CONTAINING
MATERIAL ARE PERMISSIBLE.
2 CONTRACTOR SHALL REMOVE EXISTING DAMAGED INSULATION AND INSTALL NEW INSULATION ON
EXISTING PIPING AND VALVES, NO ASBESTOS CONTAINING MATERIAL ARE PERMISSIBLE.
INSULATION LEGEND
NEW INSULATION ON EXISTING PIPING.
CONTRACTOR SHALL REMOVE EXISTING INSULATION AS
REQUIRED TO INSTALL NEW INSULATION.
SEE SPEC 23 07 11 FOR ADDITIONAL INFORMATION.
NEW INSULATION ON NEW PIPING.
SEE SPEC 23 07 11 FOR ADDITIONAL INFORMATION.
A. CONTRACTOR TO COORDINATE WITH ROOF INSTALLATION WARRANTY
REQUIREMENTS FOR ANY MODIFICATIONS TO ROOFING TO ENSURE NO
VIOLATIONS OCCUR OF THE WARRANTY. CONTRACTOR TO EMPLOY A CERTIFIED
ROOFING INSPECTOR MEETING THE REQUIREMENTS OF THE INSTALLED ROOF.
ALL WARRANTY VIOLATIONS WILL BE REQUIRED TO BE CORRECTED PRIOR TO
CLOSE OUT. ROOFS AND/OR ROOFING IMPACTED BY WORK INCLUDE B43 AND
B43A.
B. CONTRACTOR TO VALIDATE AND VERIFY ALL FIRE RATED AND/OR SMOKE RATED
WALLS AND ASSEMBLIES INDICATED ON PLANS IN WORK AREA. PROVIDE ALL
PIPING PENETRATIONS OF FIRE, SMOKE AND FULL HEIGHT WALLS SHALL BE
CAULKED AIRTIGHT TO THE ADJACENT STRUCTURE BY MEANS OF U.L. APPROVED
FIRE PROOF CAULKING MATERIAL.
C. CONTRACTOR SHALL COORDINATE ALL PIPING, PLUMBING, AND CONDUIT PIPING
WITH STRUCTURAL, MECHANICAL, AND ELECTRICAL SYSTEMS AND SHALL
PROVIDE NECESSARY OFFSETS TO AVOID CONFLICTS AND TO MAINTAIN
REQUIRED EQUIPMENT ACCESS AND SERVICEABILITY.
D. EXISTING CONDITIONS ARE BASED ON EXISTING PLANS AND FIELD VERIFICATION
WHERE FEASIBLE. ACTUAL CONDITIONS MAY DIFFER FROM THOSE INDICATED.
CONTRACTOR TO FIELD VERIFY IN ADVANCE THE LOCATION AND CONDITION OF
THOSE EXISTING SYSTEMS SHOWN TO BE MODIFIED OR REMOVED. CONTRACTOR
TO NOTIFY ARCHITECT SHOULD CONDITIONS BE FOUND TO DIFFER
SIGNIFICANTLY FROM CONSTRUCTION DOCUMENTS.
E. CONTRACTOR TO COORDINATE ALL NEW EQUIPMENT LOCATIONS WITH ALL
TRADES PRIOR TO INSTALLATION.
F. CONTRACTOR TO PROVIDE GALVANIC PROTECTION AS REQUIRED AT
CONNECTIONS BETWEEN ALL DISSIMILAR METALS.
G. ANY FLOOR, WALL, OR CEILING CUTTING OR FILLING THAT IS REQUIRED TO
COMPLETE THIS PROJECT, THE CONTRACTOR SHALL PATCH AND PAINT AND
RETURN TO MATCH EXISTING CONDITIONS AND FINISHES.
H. CONTRACTOR TO PROVIDE ESCUTCHEONS ON ALL NEW EXPOSED EXTERIOR
PIPE PENETRATIONS AND SEAL COMPLETELY.
I. CONTRACTOR TO PROVIDE TEMPORARY FLOORING WHILE MODIFYING
SUBFLOORING.
J. PROVIDE PRECONSTRUCTION TAB READINGS OF THE EXISTING SUPPLY AIR AND
RETURN AIR SERVING THE ROOMS IN THE AREA OF WORK. REBALANCE EXISTING
SUPPLY AND RETURN AIR SYSTEMS AFTER DEMOLITION IS COMPLETE.
K. TECHNICAL COORDINATION DRAWINGS OF COMPLETE ASSEMBLIES, REFLECTING
ACCURATE PROJECT CONDITIONS, SHALL BE SUBMITTED WITH EQUIPMENT
SELECTIONS TO ENSURE SPACE ALLOWANCES ARE REFLECTED IN THE ACTUAL
SPACE AVAILABLE. WHERE SIZE DEVIATIONS DIFFER FROM THE BASIS OF DESIGN,
CONTRACTOR SHALL HIGHLIGHT THE DIFFERENCES FOR AE/COR REVIEW WITHIN
THE SUBMITTAL. CONTRACTOR SHALL PROVIDE INSTALLATION ROUTE AND
VERIFICATION THAT ACCESS POINTS, PLACEMENT ROUTE, SUPPORTS, AND
REQUIRED EQUIPMENT CLEARANCES ARE IDENTIFIED ON THE ROUTE DRAWING.
L. CONTRACTOR TO PROVIDE TEMPORARY UTILITIES TO MAINTAIN UNINTERRUPTED
SERVICE AT ALL TIMES.
M. SEE M-001 FOR ADDITIONAL GENERAL NOTES.
N. COMPLETE LAYOUT DRAWINGS SHALL BE REQUIRED BY 23 05 11, SUBMITTALS.
CONSTRUCTION WORK SHALL NOT START ON ANY SYSTEM UNTIL THE LAYOUT
DRAWINGS HAVE BEEN APPROVED BY VA.
Revisions: Date: 7/20/2022
MATHEW PERKINS
NO.005843
E
CHEMICAL TESTING
ROOM
CORRIDOR
TOILET, STAFF
ENGINEERING
CONTROL CENTER
HOUSEKEEPING AIDS
CLOSET
CORRIDOR
MA-122
TOILET, STAFF
114 LOUNGE
/F4 MJ101B/F4 MJ101A
TYP.
1 1/4" CHR
1 1/4" CHS
1 1/4" LPR
1 1/4" LPS
3/4" CHR
3/4" CHS
3/4" LPR
3/4" LPS
1" CHR
1" CHS
1" LPR
1" LPS
3/4" LPS
3/4" LPR
3/4" CHS
3/4" CHR
3/4" CHS
3/4" CHR
3/4" CHR
3/4" CHS
3/4" LPR
3/4" LPS
3/4" CHR
3/4" LPS
3/4" LPR
3/4" CHS
8" HPS
6" HPS
3/4" CHS
3/4" CHR
3/4" LPS
3/4" LPR
1 1/2" LPS
3/4" LPR
1 1/2" CHR
1 1/2" CHS
1" LPS
3/4" LPR
3" LPS
2" CHR
2" CHS
1 1/2" LPR
1 1/2" LPS
1" LPS
3/4" LPR
3" LPS
FCU-111
FCU-110
FCU-117
FCU-116
FCU-113
F
NORTH
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD
A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
Structural and Subconsultants:
KEY PLAN
NOT FOR
CONSTRUCTION
C
2058 S Dobson Rd., Suite 10, Mesa, AZ 85202
(480) 454-6408 www.unitedstr.com
B
IM
/5
-1
-1
O p ti m iz e
B
E n e rg y P la n t
/5
-1
-1
.4
.M
P .r v t
/2 /2
:4
:2
A M
MJ101C
MECHANICAL INSULATION PLAN - LEVEL 1 -
AREA C
TRIPLE C THE A/E GROUP
2266 S. Dobson Road, Suite 200
Mesa, AZ 85202
(928) 499-3225
Mat Perkins
P2S ENGINEERING, INC.
5000 E. Spring Street
8th Floor
Long Beach, CA 90815-5218
Contact: Mikhail Fuks
UPGRADE ENERGY PLANT
EQUIPMENT INFRASTRUCTURE
(BLDG. 43 & 43A)
1501 SAN PEDRO SE ALBUQUERQUE, NM 87108
501-17-105
11/25/2019 M. PERKINS G. WEAVER
100% CONSTRUCTION
DOCUMENTS
GENERAL SHEET NOTES
KEYNOTES
INSULATION LEGEND
NEW INSULATION ON EXISTING PIPING.
CONTRACTOR SHALL REMOVE EXISTING INSULATION AS
REQUIRED TO INSTALL NEW INSULATION.
SEE SPEC 23 07 11 FOR ADDITIONAL INFORMATION.
NEW INSULATION ON NEW PIPING.
SEE SPEC 23 07 11 FOR ADDITIONAL INFORMATION.
1/4" = 1'-0" F3
MECHANICAL INSULATION PLAN - LEVEL 1 - AREA C
1 CONTRACTOR SHALL PROVIDE INSULATION ON NEW PIPING AND VALVES, NO ASBESTOS CONTAINING
MATERIAL ARE PERMISSIBLE.
A. CONTRACTOR TO COORDINATE WITH ROOF INSTALLATION WARRANTY
REQUIREMENTS FOR ANY MODIFICATIONS TO ROOFING TO ENSURE NO
VIOLATIONS OCCUR OF THE WARRANTY. CONTRACTOR TO EMPLOY A CERTIFIED
ROOFING INSPECTOR MEETING THE REQUIREMENTS OF THE INSTALLED ROOF.
ALL WARRANTY VIOLATIONS WILL BE REQUIRED TO BE CORRECTED PRIOR TO
CLOSE OUT. ROOFS AND/OR ROOFING IMPACTED BY WORK INCLUDE B43 AND
B43A.
B. CONTRACTOR TO VALIDATE AND VERIFY ALL FIRE RATED AND/OR SMOKE RATED
WALLS AND ASSEMBLIES INDICATED ON PLANS IN WORK AREA. PROVIDE ALL
PIPING PENETRATIONS OF FIRE, SMOKE AND FULL HEIGHT WALLS SHALL BE
CAULKED AIRTIGHT TO THE ADJACENT STRUCTURE BY MEANS OF U.L. APPROVED
FIRE PROOF CAULKING MATERIAL.
C. CONTRACTOR SHALL COORDINATE ALL PIPING, PLUMBING, AND CONDUIT PIPING
WITH STRUCTURAL, MECHANICAL, AND ELECTRICAL SYSTEMS AND SHALL
PROVIDE NECESSARY OFFSETS TO AVOID CONFLICTS AND TO MAINTAIN
REQUIRED EQUIPMENT ACCESS AND SERVICEABILITY.
D. EXISTING CONDITIONS ARE BASED ON EXISTING PLANS AND FIELD VERIFICATION
WHERE FEASIBLE. ACTUAL CONDITIONS MAY DIFFER FROM THOSE INDICATED.
CONTRACTOR TO FIELD VERIFY IN ADVANCE THE LOCATION AND CONDITION OF
THOSE EXISTING SYSTEMS SHOWN TO BE MODIFIED OR REMOVED. CONTRACTOR
TO NOTIFY ARCHITECT SHOULD CONDITIONS BE FOUND TO DIFFER
SIGNIFICANTLY FROM CONSTRUCTION DOCUMENTS.
E. CONTRACTOR TO COORDINATE ALL NEW EQUIPMENT LOCATIONS WITH ALL
TRADES PRIOR TO INSTALLATION.
F. CONTRACTOR TO PROVIDE GALVANIC PROTECTION AS REQUIRED AT
CONNECTIONS BETWEEN ALL DISSIMILAR METALS.
G. ANY FLOOR, WALL, OR CEILING CUTTING OR FILLING THAT IS REQUIRED TO
COMPLETE THIS PROJECT, THE CONTRACTOR SHALL PATCH AND PAINT AND
RETURN TO MATCH EXISTING CONDITIONS AND FINISHES.
H. CONTRACTOR TO PROVIDE ESCUTCHEONS ON ALL NEW EXPOSED EXTERIOR
PIPE PENETRATIONS AND SEAL COMPLETELY.
I. CONTRACTOR TO PROVIDE TEMPORARY FLOORING WHILE MODIFYING
SUBFLOORING.
J. PROVIDE PRECONSTRUCTION TAB READINGS OF THE EXISTING SUPPLY AIR AND
RETURN AIR SERVING THE ROOMS IN THE AREA OF WORK. REBALANCE EXISTING
SUPPLY AND RETURN AIR SYSTEMS AFTER DEMOLITION IS COMPLETE.
K. TECHNICAL COORDINATION DRAWINGS OF COMPLETE ASSEMBLIES, REFLECTING
ACCURATE PROJECT CONDITIONS, SHALL BE SUBMITTED WITH EQUIPMENT
SELECTIONS TO ENSURE SPACE ALLOWANCES ARE REFLECTED IN THE ACTUAL
SPACE AVAILABLE. WHERE SIZE DEVIATIONS DIFFER FROM THE BASIS OF DESIGN,
CONTRACTOR SHALL HIGHLIGHT THE DIFFERENCES FOR AE/COR REVIEW WITHIN
THE SUBMITTAL. CONTRACTOR SHALL PROVIDE INSTALLATION ROUTE AND
VERIFICATION THAT ACCESS POINTS, PLACEMENT ROUTE, SUPPORTS, AND
REQUIRED EQUIPMENT CLEARANCES ARE IDENTIFIED ON THE ROUTE DRAWING.
L. CONTRACTOR TO PROVIDE TEMPORARY UTILITIES TO MAINTAIN UNINTERRUPTED
SERVICE AT ALL TIMES.
M. SEE M-001 FOR ADDITIONAL GENERAL NOTES.
N. COMPLETE LAYOUT DRAWINGS SHALL BE REQUIRED BY 23 05 11, SUBMITTALS.
CONSTRUCTION WORK SHALL NOT START ON ANY SYSTEM UNTIL THE LAYOUT
DRAWINGS HAVE BEEN APPROVED BY VA.
Revisions: Date: 7/20/2022
MATHEW PERKINS
NO.005843
1 2 3 4
D
C
B
A
BOILER ROOM -
MEZZANINE
MA-200
SUPPLY ROOM
MA-105
BOILER PLANT
MA-108
NEW ELECTRICAL
MA-211
NEW OFFICE
MA-204
OFFICE
MA-218
F
M
J B
TYP.
TYP.
TYP.
TYP.
TYP.
8" HPS
10" CHR
10" CHS
6" CHR
6" CHS
8" HPS
6" HPS
2" CHR
2" CHS
3/4" LPS
3/4" LPR 3/4" LPR
3/4" LPS
3/4" LPS
3/4" LPR
2" CHR
2" CHS
6" LPS
6" LPS
6" LPS
4" LPS 3" HPS
3" LPS
H P
S
8" HPS
4" HPS
H P
S
3/4" CHS
3/4" CHR
1 1/2" LPS
1 1/2" LPS 3/4" CND
3/4" CND
1" CND
1 1/2" LPS 1" CND
3/4" CND
3/4" CND
1 1/2" LPS
2" CND
3/4" CND
3" LPS
2" CND
1 1/2" LPS
3/4" CND
3" LPS
1 1/2" LPS
2" CND
1 1/2" HPS
4" HPS
4" HPS
3/4" LPS
3/4" CHR
3/4" CHS
3/4" LPS
3" CHS
3" CHR
1 1/2" LPS
3/4" LPR
1 1/2" CHR
1 1/2" CHS
3" LPS
BFD-43-ML (E)
CST-43-ML (E)
43-UH-6
43-UH-5
43-UH-4
43-UH-3
43-UH-7
FCU-218
43-DWBP-1
43-DOAS-1
FCU-218
10" CHS
2 1/2" CHS
2 1/2" CHR
10" CHR
8" HPS
3" CND
1" LPS
1 1/2" CND
3" LPS
3/4" CHR
3/4" CHS
TYP.
TYP.
NORTH
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD
A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
Structural and Subconsultants:
KEY PLAN
NOT FOR
CONSTRUCTION
A
2058 S Dobson Rd., Suite 10, Mesa, AZ 85202
(480) 454-6408 www.unitedstr.com
B
IM
/5
-1
-1
O p ti m iz e
B
E n e rg y P la n t
/5
-1
-1
.4
.M
P .r v t
/2 /2
:4
:4
A M
MJ102A
MECHANICAL INSULATION PLAN - LEVEL 2 -
AREA A
TRIPLE C THE A/E GROUP
2266 S. Dobson Road, Suite 200
Mesa, AZ 85202
(928) 499-3225
Mat Perkins
P2S ENGINEERING, INC.
5000 E. Spring Street
8th Floor
Long Beach, CA 90815-5218
Contact: Mikhail Fuks
UPGRADE ENERGY PLANT
EQUIPMENT INFRASTRUCTURE
(BLDG. 43 & 43A)
1501 SAN PEDRO SE ALBUQUERQUE, NM 87108
501-17-105
11/25/2019 M. PERKINS G. WEAVER
100% CONSTRUCTION
DOCUMENTS
GENERAL SHEET NOTES
KEYNOTES
1/4" = 1'-0" F3
MECHANICAL INSULATION PLAN - LEVEL 2 - AREA A
1 CONTRACTOR SHALL PROVIDE INSULATION ON NEW PIPING AND VALVES, NO ASBESTOS CONTAINING
MATERIAL ARE PERMISSIBLE.
2 CONTRACTOR SHALL REMOVE EXISTING DAMAGED INSULATION AND INSTALL NEW INSULATION ON
EXISTING PIPING AND VALVES, NO ASBESTOS CONTAINING MATERIAL ARE PERMISSIBLE.
INSULATION LEGEND
NEW INSULATION ON EXISTING PIPING.
CONTRACTOR SHALL REMOVE EXISTING INSULATION AS
REQUIRED TO INSTALL NEW INSULATION.
SEE SPEC 23 07 11 FOR ADDITIONAL INFORMATION.
NEW INSULATION ON NEW PIPING.
SEE SPEC 23 07 11 FOR ADDITIONAL INFORMATION.
A. CONTRACTOR TO COORDINATE WITH ROOF INSTALLATION WARRANTY
REQUIREMENTS FOR ANY MODIFICATIONS TO ROOFING TO ENSURE NO
VIOLATIONS OCCUR OF THE WARRANTY. CONTRACTOR TO EMPLOY A CERTIFIED
ROOFING INSPECTOR MEETING THE REQUIREMENTS OF THE INSTALLED ROOF.
ALL WARRANTY VIOLATIONS WILL BE REQUIRED TO BE CORRECTED PRIOR TO
CLOSE OUT. ROOFS AND/OR ROOFING IMPACTED BY WORK INCLUDE B43 AND
B43A.
B. CONTRACTOR TO VALIDATE AND VERIFY ALL FIRE RATED AND/OR SMOKE RATED
WALLS AND ASSEMBLIES INDICATED ON PLANS IN WORK AREA. PROVIDE ALL
PIPING PENETRATIONS OF FIRE, SMOKE AND FULL HEIGHT WALLS SHALL BE
CAULKED AIRTIGHT TO THE ADJACENT STRUCTURE BY MEANS OF U.L. APPROVED
FIRE PROOF CAULKING MATERIAL.
C. CONTRACTOR SHALL COORDINATE ALL PIPING, PLUMBING, AND CONDUIT PIPING
WITH STRUCTURAL, MECHANICAL, AND ELECTRICAL SYSTEMS AND SHALL
PROVIDE NECESSARY OFFSETS TO AVOID CONFLICTS AND TO MAINTAIN
REQUIRED EQUIPMENT ACCESS AND SERVICEABILITY.
D. EXISTING CONDITIONS ARE BASED ON EXISTING PLANS AND FIELD VERIFICATION
WHERE FEASIBLE. ACTUAL CONDITIONS MAY DIFFER FROM THOSE INDICATED.
CONTRACTOR TO FIELD VERIFY IN ADVANCE THE LOCATION AND CONDITION OF
THOSE EXISTING SYSTEMS SHOWN TO BE MODIFIED OR REMOVED. CONTRACTOR
TO NOTIFY ARCHITECT SHOULD CONDITIONS BE FOUND TO DIFFER
SIGNIFICANTLY FROM CONSTRUCTION DOCUMENTS.
E. CONTRACTOR TO COORDINATE ALL NEW EQUIPMENT LOCATIONS WITH ALL
TRADES PRIOR TO INSTALLATION.
F. CONTRACTOR TO PROVIDE GALVANIC PROTECTION AS REQUIRED AT
CONNECTIONS BETWEEN ALL DISSIMILAR METALS.
G. ANY FLOOR, WALL, OR CEILING CUTTING OR FILLING THAT IS REQUIRED TO
COMPLETE THIS PROJECT, THE CONTRACTOR SHALL PATCH AND PAINT AND
RETURN TO MATCH EXISTING CONDITIONS AND FINISHES.
H. CONTRACTOR TO PROVIDE ESCUTCHEONS ON ALL NEW EXPOSED EXTERIOR
PIPE PENETRATIONS AND SEAL COMPLETELY.
I. CONTRACTOR TO PROVIDE TEMPORARY FLOORING WHILE MODIFYING
SUBFLOORING.
J. PROVIDE PRECONSTRUCTION TAB READINGS OF THE EXISTING SUPPLY AIR AND
RETURN AIR SERVING THE ROOMS IN THE AREA OF WORK. REBALANCE EXISTING
SUPPLY AND RETURN AIR SYSTEMS AFTER DEMOLITION IS COMPLETE.
K. TECHNICAL COORDINATION DRAWINGS OF COMPLETE ASSEMBLIES, REFLECTING
ACCURATE PROJECT CONDITIONS, SHALL BE SUBMITTED WITH EQUIPMENT
SELECTIONS TO ENSURE SPACE ALLOWANCES ARE REFLECTED IN THE ACTUAL
SPACE AVAILABLE. WHERE SIZE DEVIATIONS DIFFER FROM THE BASIS OF DESIGN,
CONTRACTOR SHALL HIGHLIGHT THE DIFFERENCES FOR AE/COR REVIEW WITHIN
THE SUBMITTAL. CONTRACTOR SHALL PROVIDE INSTALLATION ROUTE AND
VERIFICATION THAT ACCESS POINTS, PLACEMENT ROUTE, SUPPORTS, AND
REQUIRED EQUIPMENT CLEARANCES ARE IDENTIFIED ON THE ROUTE DRAWING.
L. CONTRACTOR TO PROVIDE TEMPORARY UTILITIES TO MAINTAIN UNINTERRUPTED
SERVICE AT ALL TIMES.
M. SEE M-001 FOR ADDITIONAL GENERAL NOTES.
N. COMPLETE LAYOUT DRAWINGS SHALL BE REQUIRED BY 23 05 11, SUBMITTALS.
CONSTRUCTION WORK SHALL NOT START ON ANY SYSTEM UNTIL THE LAYOUT
DRAWINGS HAVE BEEN APPROVED BY VA.
Revisions: Date: 7/20/2022
MATHEW PERKINS
NO.005843
D
C
B
A
CORRIDOR
MA-202
OFFICE
MA-203
EXIST. TELECO
ROOM
MA-219
OFFICE
MA-205
CHILLER ROOM
MA-109
CORRIDOR
MA-202
OFFICE
MA-218
V-20
V-21
V-23
V-24
V-14
V-11
V-555
V-568
F
M
J A
TYP.
TYP.
43-UH-1
43-UH-2
BCU-109B
BCU-109A
43-STS-1
6" CHR
6" CHS
T W
S
10" CHS10" CHS
10" CHR
10" CHS
10" CHS
T W
R
C H
R
10" CHS
10" CHR
2" CHR
2" CHS
10" CHS
10" CHR
10" TWR
10" CHS
10" CHS
T W
R
T W
R
T W
S
C H
R
C H
S
6" CHS
6" CHR
10" CHR
10" TWR
C H
S
C H
S
C H
S
C H
S
10" CHR
2" CHS
2" CHR
2 1/2" CHS
2 1/2" CHR
10" CHR
12" TWR
10" CHS
C H
S
T W
S
10" TWS
3" V
10" CHR
10" TWS
H P
S
8" HPS
8" HPS
10" CHS
T W
S
T W
S
10" TWR
6" TWS
6" TWS
8" HPS
10" CHR
12" TWS 10" CHS
6" HPS
3" CND
10" TWS
10" TWR
3" CND
C H
S
1" LPS
1 1/2" CND
3" LPS
2 1/2" LPS
1 1/4" CND
2 1/2" LPS
1" LPS
3/4" CND
1 1/2" LPS
2" CHR
3" V
3/4" CHR
3/4" CHS
3" V
3/4" LPR
1" LPS
3" LPS
10" TWR
C H
R
C H
R
10" CHR
10" CHS
10" CHS
2" CHR
2" CHS
3" LPS
3/4" CND
3/4" CND
3/4" CND
1 1/2" LPS
3/4" CND
1" CND
2" LPS
1" CND
2" LPS
3/4" CND
1 1/2" LPS
3/4" CND
3/4" CND
3/4" CND
2" LPS
3/4" CND
1 1/2" LPS
1 1/2" CND
TYP.
NORTH
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD
A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
Structural and Subconsultants:
KEY PLAN
NOT FOR
CONSTRUCTION
B
B
2058 S Dobson Rd., Suite 10, Mesa, AZ 85202
(480) 454-6408 www.unitedstr.com
B
IM
/5
-1
-1
O p ti m iz e
B
E n e rg y P la n t
/5
-1
-1
.4
.M
P .r v t
/2 /2
:4
:5
A M
MJ102B
MECHANICAL INSULATION PLAN - LEVEL 2 -
AREA B
TRIPLE C THE A/E GROUP
2266 S. Dobson Road, Suite 200
Mesa, AZ 85202
(928) 499-3225
Mat Perkins
P2S ENGINEERING, INC.
5000 E. Spring Street
8th Floor
Long Beach, CA 90815-5218
Contact: Mikhail Fuks
UPGRADE ENERGY PLANT
EQUIPMENT INFRASTRUCTURE
(BLDG. 43 & 43A)
1501 SAN PEDRO SE ALBUQUERQUE, NM 87108
501-17-105
11/25/2019 M. PERKINS G. WEAVER
100% CONSTRUCTION
DOCUMENTS
GENERAL SHEET NOTES
KEYNOTES
1/4" = 1'-0" F4
MECHANICAL INSULATION PLAN - LEVEL 2 - AREA B
1 CONTRACTOR SHALL PROVIDE INSULATION ON NEW PIPING AND VALVES, NO ASBESTOS CONTAINING
MATERIAL ARE PERMISSIBLE.
2 CONTRACTOR SHALL REMOVE EXISTING DAMAGED INSULATION AND INSTALL NEW INSULATION ON
EXISTING PIPING AND VALVES, NO ASBESTOS CONTAINING MATERIAL ARE PERMISSIBLE.
INSULATION LEGEND
NEW INSULATION ON EXISTING PIPING.
CONTRACTOR SHALL REMOVE EXISTING INSULATION AS
REQUIRED TO INSTALL NEW INSULATION.
SEE SPEC 23 07 11 FOR ADDITIONAL INFORMATION.
NEW INSULATION ON NEW PIPING.
SEE SPEC 23 07 11 FOR ADDITIONAL INFORMATION.
A. CONTRACTOR TO COORDINATE WITH ROOF INSTALLATION WARRANTY
REQUIREMENTS FOR ANY MODIFICATIONS TO ROOFING TO ENSURE NO
VIOLATIONS OCCUR OF THE WARRANTY. CONTRACTOR TO EMPLOY A CERTIFIED
ROOFING INSPECTOR MEETING THE REQUIREMENTS OF THE INSTALLED ROOF.
ALL WARRANTY VIOLATIONS WILL BE REQUIRED TO BE CORRECTED PRIOR TO
CLOSE OUT. ROOFS AND/OR ROOFING IMPACTED BY WORK INCLUDE B43 AND
B43A.
B. CONTRACTOR TO VALIDATE AND VERIFY ALL FIRE RATED AND/OR SMOKE RATED
WALLS AND ASSEMBLIES INDICATED ON PLANS IN WORK AREA. PROVIDE ALL
PIPING PENETRATIONS OF FIRE, SMOKE AND FULL HEIGHT WALLS SHALL BE
CAULKED AIRTIGHT TO THE ADJACENT STRUCTURE BY MEANS OF U.L. APPROVED
FIRE PROOF CAULKING MATERIAL.
C. CONTRACTOR SHALL COORDINATE ALL PIPING, PLUMBING, AND CONDUIT PIPING
WITH STRUCTURAL, MECHANICAL, AND ELECTRICAL SYSTEMS AND SHALL
PROVIDE NECESSARY OFFSETS TO AVOID CONFLICTS AND TO MAINTAIN
REQUIRED EQUIPMENT ACCESS AND SERVICEABILITY.
D. EXISTING CONDITIONS ARE BASED ON EXISTING PLANS AND FIELD VERIFICATION
WHERE FEASIBLE. ACTUAL CONDITIONS MAY DIFFER FROM THOSE INDICATED.
CONTRACTOR TO FIELD VERIFY IN ADVANCE THE LOCATION AND CONDITION OF
THOSE EXISTING SYSTEMS SHOWN TO BE MODIFIED OR REMOVED. CONTRACTOR
TO NOTIFY ARCHITECT SHOULD CONDITIONS BE FOUND TO DIFFER
SIGNIFICANTLY FROM CONSTRUCTION DOCUMENTS.
E. CONTRACTOR TO COORDINATE ALL NEW EQUIPMENT LOCATIONS WITH ALL
TRADES PRIOR TO INSTALLATION.
F. CONTRACTOR TO PROVIDE GALVANIC PROTECTION AS REQUIRED AT
CONNECTIONS BETWEEN ALL DISSIMILAR METALS.
G. ANY FLOOR, WALL, OR CEILING CUTTING OR FILLING THAT IS REQUIRED TO
COMPLETE THIS PROJECT, THE CONTRACTOR SHALL PATCH AND PAINT AND
RETURN TO MATCH EXISTING CONDITIONS AND FINISHES.
H. CONTRACTOR TO PROVIDE ESCUTCHEONS ON ALL NEW EXPOSED EXTERIOR
PIPE PENETRATIONS AND SEAL COMPLETELY.
I. CONTRACTOR TO PROVIDE TEMPORARY FLOORING WHILE MODIFYING
SUBFLOORING.
J. PROVIDE PRECONSTRUCTION TAB READINGS OF THE EXISTING SUPPLY AIR AND
RETURN AIR SERVING THE ROOMS IN THE AREA OF WORK. REBALANCE EXISTING
SUPPLY AND RETURN AIR SYSTEMS AFTER DEMOLITION IS COMPLETE.
K. TECHNICAL COORDINATION DRAWINGS OF COMPLETE ASSEMBLIES, REFLECTING
ACCURATE PROJECT CONDITIONS, SHALL BE SUBMITTED WITH EQUIPMENT
SELECTIONS TO ENSURE SPACE ALLOWANCES ARE REFLECTED IN THE ACTUAL
SPACE AVAILABLE. WHERE SIZE DEVIATIONS DIFFER FROM THE BASIS OF DESIGN,
CONTRACTOR SHALL HIGHLIGHT THE DIFFERENCES FOR AE/COR REVIEW WITHIN
THE SUBMITTAL. CONTRACTOR SHALL PROVIDE INSTALLATION ROUTE AND
VERIFICATION THAT ACCESS POINTS, PLACEMENT ROUTE, SUPPORTS, AND
REQUIRED EQUIPMENT CLEARANCES ARE IDENTIFIED ON THE ROUTE DRAWING.
L. CONTRACTOR TO PROVIDE TEMPORARY UTILITIES TO MAINTAIN UNINTERRUPTED
SERVICE AT ALL TIMES.
M. SEE M-001 FOR ADDITIONAL GENERAL NOTES.
N. COMPLETE LAYOUT DRAWINGS SHALL BE REQUIRED BY 23 05 11, SUBMITTALS.
CONSTRUCTION WORK SHALL NOT START ON ANY SYSTEM UNTIL THE LAYOUT
DRAWINGS HAVE BEEN APPROVED BY VA.
Revisions: Date: 7/20/2022
MATHEW PERKINS
NO.005843
D
C
B
A
V-5
V-511
V-1
V-3
V-2
V-4
V-6
V-510
V-513
V-512
TYP.
43-CT-2 (E)
43-CT-1 (E)
43-CT-3 (E)
43-GH-1(E)
43-CT-4
43-GH-2(E)
12" TWR
10" TWR
10" TWR
10" TWR
6" TWS
6" TWS
10" TWS
10" TWS
10" TWS
12" TWS
T W
R
12" TWS
T W
S
T W
S
T W
S
T W
S
2 1/2" TWS
2 1/2" TWS
2 1/2" TWS
2 1/2" TWS
2 1/2" TWS
2 1/2" TWS
4" TWS
4" TWS
2 1/2" TWS 2 1/2" TWS
10" TWR10" TWR
12" TWS
12" TWR
T W
S
1 1/2" LPS
3/4" CND
12" TWS
12" TWS
12" TWS
3/4" CND
1 1/2" LPS
1 1/2" LPS
3/4" CND
3/4" CND
1 1/2" LPS
1 1/2" LPS
3/4" CND
6" TWS
6" TWS
1 1/2" LPS
3/4" CND
1 1/2" LPS
3/4" CND
10" TWR
10" TWR
10" TWR
10" TWR
10" TWR
10" TWR
T W
S
TYP.
NORTH
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD
A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
Structural and Subconsultants:
KEY PLAN
NOT FOR
CONSTRUCTION
B
B
2058 S Dobson Rd., Suite 10, Mesa, AZ 85202
(480) 454-6408 www.unitedstr.com
B
IM
/5
-1
-1
O p ti m iz e
B
E n e rg y P la n t
/5
-1
-1
.4
.M
P .r v t
/2 /2
:4
:2
A M
MJ103B
MECHANICAL INSULATION PLAN - ROOF
LEVEL - AREA B
TRIPLE C THE A/E GROUP
2266 S. Dobson Road, Suite 200
Mesa, AZ 85202
(928) 499-3225
Mat Perkins
P2S ENGINEERING, INC.
5000 E. Spring Street
8th Floor
Long Beach, CA 90815-5218
Contact: Mikhail Fuks
UPGRADE ENERGY PLANT
EQUIPMENT INFRASTRUCTURE
(BLDG. 43 & 43A)
1501 SAN PEDRO SE ALBUQUERQUE, NM 87108
501-17-105
11/25/2019 M. PERKINS G. WEAVER
100% CONSTRUCTION
DOCUMENTS
GENERAL SHEET NOTES
KEYNOTES
INSULATION LEGEND
NEW INSULATION ON EXISTING PIPING.
CONTRACTOR SHALL REMOVE EXISTING INSULATION AS
REQUIRED TO INSTALL NEW INSULATION.
SEE SPEC 23 07 11 FOR ADDITIONAL INFORMATION.
NEW INSULATION ON NEW PIPING.
SEE SPEC 23 07 11 FOR ADDITIONAL INFORMATION.
NTS
F4
MECHANICAL INSULATION PLAN - ROOF LEVEL - AREA B
1 CONTRACTOR SHALL PROVIDE INSULATION ON NEW PIPING AND VALVES, NO ASBESTOS CONTAINING
MATERIAL ARE PERMISSIBLE.
A. CONTRACTOR TO COORDINATE WITH ROOF INSTALLATION WARRANTY
REQUIREMENTS FOR ANY MODIFICATIONS TO ROOFING TO ENSURE NO
VIOLATIONS OCCUR OF THE WARRANTY. CONTRACTOR TO EMPLOY A CERTIFIED
ROOFING INSPECTOR MEETING THE REQUIREMENTS OF THE INSTALLED ROOF.
ALL WARRANTY VIOLATIONS WILL BE REQUIRED TO BE CORRECTED PRIOR TO
CLOSE OUT. ROOFS AND/OR ROOFING IMPACTED BY WORK INCLUDE B43 AND
B43A.
B. CONTRACTOR TO VALIDATE AND VERIFY ALL FIRE RATED AND/OR SMOKE RATED
WALLS AND ASSEMBLIES INDICATED ON PLANS IN WORK AREA. PROVIDE ALL
PIPING PENETRATIONS OF FIRE, SMOKE AND FULL HEIGHT WALLS SHALL BE
CAULKED AIRTIGHT TO THE ADJACENT STRUCTURE BY MEANS OF U.L. APPROVED
FIRE PROOF CAULKING MATERIAL.
C. CONTRACTOR SHALL COORDINATE ALL PIPING, PLUMBING, AND CONDUIT PIPING
WITH STRUCTURAL, MECHANICAL, AND ELECTRICAL SYSTEMS AND SHALL
PROVIDE NECESSARY OFFSETS TO AVOID CONFLICTS AND TO MAINTAIN
REQUIRED EQUIPMENT ACCESS AND SERVICEABILITY.
D. EXISTING CONDITIONS ARE BASED ON EXISTING PLANS AND FIELD VERIFICATION
WHERE FEASIBLE. ACTUAL CONDITIONS MAY DIFFER FROM THOSE INDICATED.
CONTRACTOR TO FIELD VERIFY IN ADVANCE THE LOCATION AND CONDITION OF
THOSE EXISTING SYSTEMS SHOWN TO BE MODIFIED OR REMOVED. CONTRACTOR
TO NOTIFY ARCHITECT SHOULD CONDITIONS BE FOUND TO DIFFER
SIGNIFICANTLY FROM CONSTRUCTION DOCUMENTS.
E. CONTRACTOR TO COORDINATE ALL NEW EQUIPMENT LOCATIONS WITH ALL
TRADES PRIOR TO INSTALLATION.
F. CONTRACTOR TO PROVIDE GALVANIC PROTECTION AS REQUIRED AT
CONNECTIONS BETWEEN ALL DISSIMILAR METALS.
G. ANY FLOOR, WALL, OR CEILING CUTTING OR FILLING THAT IS REQUIRED TO
COMPLETE THIS PROJECT, THE CONTRACTOR SHALL PATCH AND PAINT AND
RETURN TO MATCH EXISTING CONDITIONS AND FINISHES.
H. CONTRACTOR TO PROVIDE ESCUTCHEONS ON ALL NEW EXPOSED EXTERIOR
PIPE PENETRATIONS AND SEAL COMPLETELY.
I. CONTRACTOR TO PROVIDE TEMPORARY FLOORING WHILE MODIFYING
SUBFLOORING.
J. PROVIDE PRECONSTRUCTION TAB READINGS OF THE EXISTING SUPPLY AIR AND
RETURN AIR SERVING THE ROOMS IN THE AREA OF WORK. REBALANCE EXISTING
SUPPLY AND RETURN AIR SYSTEMS AFTER DEMOLITION IS COMPLETE.
K. TECHNICAL COORDINATION DRAWINGS OF COMPLETE ASSEMBLIES, REFLECTING
ACCURATE PROJECT CONDITIONS, SHALL BE SUBMITTED WITH EQUIPMENT
SELECTIONS TO ENSURE SPACE ALLOWANCES ARE REFLECTED IN THE ACTUAL
SPACE AVAILABLE. WHERE SIZE DEVIATIONS DIFFER FROM THE BASIS OF DESIGN,
CONTRACTOR SHALL HIGHLIGHT THE DIFFERENCES FOR AE/COR REVIEW WITHIN
THE SUBMITTAL. CONTRACTOR SHALL PROVIDE INSTALLATION ROUTE AND
VERIFICATION THAT ACCESS POINTS, PLACEMENT ROUTE, SUPPORTS, AND
REQUIRED EQUIPMENT CLEARANCES ARE IDENTIFIED ON THE ROUTE DRAWING.
L. CONTRACTOR TO PROVIDE TEMPORARY UTILITIES TO MAINTAIN UNINTERRUPTED
SERVICE AT ALL TIMES.
M. SEE M-001 FOR ADDITIONAL GENERAL NOTES.
N. COMPLETE LAYOUT DRAWINGS SHALL BE REQUIRED BY 23 05 11, SUBMITTALS.
CONSTRUCTION WORK SHALL NOT START ON ANY SYSTEM UNTIL THE LAYOUT
DRAWINGS HAVE BEEN APPROVED BY VA.
Revisions: Date: 7/20/2022
MATHEW PERKINS
NO.005843
EDCBA
18"x18" EXH
12" TWS
12" TWS
10" CHS
10" TWS
10" TWS
10" CHR
10" TWS
10" CHS
10" TWS
10" TWS
10" TWS
10" CHS
10" TWS
43-CT-1 (E)43-CT-2 (E)43-CT-3 (E)
43-CT-4
43-GH-1(E)
WATER
TREATMENT
(E)
43-P7 (E)43-P8 (E)
43-P12
43-WCCH-2 (E)
43-P13 (E)
HE-2 (E)
4" TWS 4" TWS 6" TWS 4" TWS
2 1/2" TWS2 1/2" TWS2 1/2" TWS
3" V
3" V
3" V2" MU 2" MU
10" TWR10" TWR 10" TWR
T W
S
"x
E X
H
T W
S
C H
S
C H
S
T W
S
T W
S
T W
S
T W
S
T W
R
T W
S
T W
S
T W
S
T W
S
T W
S
T W
S
T W
R8
C H
R
10" CHS
10" CHR
10" CHS
1 2 3 4 5
1 2 3 4 5
6 6 6
5' - 0 23/32"
17 17
NORTH
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD
A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
Structural and Subconsultants:
KEY PLAN
NOT FOR
CONSTRUCTION
B
B
2058 S Dobson Rd., Suite 10, Mesa, AZ 85202
(480) 454-6408 www.unitedstr.com
B
IM
/5
-1
-1
O p ti m iz e
B
E n e rg y P la n t
/5
-1
-1
.4
.M
P .r v t
/2 /2
:3
:1
A M
M-301
MECHANICAL SECTIONS
TRIPLE C THE A/E GROUP
2266 S. Dobson Road, Suite 200
Mesa, AZ 85202
(928) 499-3225
Mat Perkins
P2S ENGINEERING, INC.
5000 E. Spring Street
8th Floor
Long Beach, CA 90815-5218
Contact: Mikhail Fuks
UPGRADE ENERGY PLANT
EQUIPMENT INFRASTRUCTURE
(BLDG. 43 & 43A)
1501 SAN PEDRO SE ALBUQUERQUE, NM 87108
501-17-105
11/25/2019 M. PERKINS L.FALK
100% CONSTRUCTION
DOCUMENTS
GENERAL SHEET NOTES
KEYNOTES
1/4" = 1'-0" F4
MECHANICAL SECTION WEST
1 PROVIDE NEW 800 TON CENTRIFUGAL CHILLER WITH HEAT RECOVERY CONDENSER AND 2030
COMPLIANT REFRIGERANT.
2 THE CHILLER VARIABLE SPEED DRIVE SHALL BE SHIPPED LOOSE AND SITE INSTALLED TO FACILITATE
CHILLER INSTALLATION.
3 CONTRACTOR SHALL PROVIDE CHILLER MAINTENANCE CLEARANCE AS RECOMMENDED BY
MANUFACTURER. MINIMUM DISTANCE IS 48 INCHES.
4 CONNECT 3", SCHEDULE 40 A53 STEEL EMERGENCY RELIEF VENT TO CHILLER RELIEF CONNECTIONS WITH 6" FLEXIBLE CONNECTORS. COMBINE RELIEF PORTS AND EXTEND 3" VENT PIPE UP THRU ROOF THROUGH EXISTING PENETRATION. TERMINATE WITH GOOSENECK 10'-0" ABOVE ROOF. SUPPORT WITH
A MINIMUM OF THREE GUIDE WIRES. REPAIR AND MAKE WATERTIGHT ROOF PENETRATION.
5 WHILE MANEUVERING CHILLER INTO PLACE, ROTATE CHILLER AS REQUIRED FOR INSTALLATION.
6 INSTALL NEW CHILLED WATER PUMP.
7 INSTALL NEW TOWER WATER SUPPLY PUMP.
8 CONNECT NEW 10" TWS LINE TO EXISTING 10" TWS PIPING.
9 CONNECT 3", SCHEDULE 40 A53 STEEL EMERGENCY RELIEF VENT TO CHILLER RELIEF CONNECTIONS WITH 6" FLEXIBLE CONNECTORS. COMBINE RELIEF PORTS AND EXTEND 3" VENT PIPE UP THRU ROOF THROUGH EXISTING PENETRATION. TERMINATE WITH GOOSENECT 10'-0" ABOVE ROOF. SUPPORT WITH
A MINIMUM OF THREE GUIDE WIRES. REPAIR AND MAKE WATERTIGHT ROOF PENETRATION.
10 RISE INSULATED 10" CHS AND CHR LINE ADJACENT TO BUILDING. COORDINATE CHILLED WATER
BUILDING PENETRATIONS WITH EXISTING AND NEW WORK.
11 PROVIDE NEW POINT OF CONNECTION WITH BUTTERFLY ISOLATION VALVE FOR EMERGENCY UTILITY
SERVICE PIPING. SEE MECHANICAL SITE PLANS FOR EXTERIOR TERMINATION LOCATION.
12 CONNECT TO EXISTING CHILLED WATER RETURN PIPING THE BRANCH PIPING FROM THE PRIMARY CHILLED WATER PUMPS. INSTALL A PIPE REDUCER AS REQUIRED. REMOVE PIPING INSULATION AS REQUIRED FOR WELDING OF PIPE CONNECTION. INSTALL PIPE INSULATION ABUTING AGAINST EXISTING INSULATION OVERLAPPING WITH PVC JACKETING AND INSULATION TAPE. INSTALL INSULATION TO
PROVIDING A CONTINUOUS, INSULATING WATER BARRIER.
13 CONNECT TO EXISTING CHILLED WATER SUPPLY PIPING. INSTALL A PIPE REDUCER AS REQUIRED.
REMOVE PIPING INSULATION AS REQUIRED FOR WELDING OF PIPE CONNECTION. INSTALL PIPE INSULATION ABUTING AGAINST EXISTING INSULATION OVERLAPPING WITH PVC JACKETING AND INSULATION TAPE. INSTALL INSULATION TO PROVIDE A CONTINUOUS, INSULATING WATER BARRIER.
INSTALL 3/4" WELD-O-LET AND 3/4" PIPE CONNECTION WITH LOCKABLE BALL VALVE AND CAP 12 INCHES
UPSTREAM OF VALVE OVERHEAD TO FACILITY PIPE SECTION FLUSHING AND CLEANING.
14 CONNECT TO EXISTING CHILLED WATER RETURN PIPING. INSTALL A PIPE REDUCER AS REQUIRED.
REMOVE PIPING INSULATION AS REQUIRED FOR WELDING OF PIPE CONNECTION. INSTALL PIPE INSULATION ABUTING AGAINST EXISTING INSULATION OVERLAPPING WITH PVC JACKETING AND INSULATION TAPE. INSTALL INSULATION TO PROVIDE A CONTINUOUS, INSULATING WATER BARRIER.
INSTALL 3/4" WELD-O-LET AND 3/4" PIPE CONNECTION WITH LOCKABLE BALL VALVE AND CAP 12 INCHES
UPSTREAM OF VALVE OVERHEAD TO FACILITY PIPE SECTION FLUSHING AND CLEANING.
15 CONNECT TO EXISTING CONDENSER WATER RETURN PIPE RISER TO COOLING TOWER. PROVIDE 3/4" WELD-O-LET AND 3/4" PIPE CONNECTION WITH LOCKABLE BALL VALVE AND CAP 12 INCHES UPSTREAM
OF VALVE OVERHEAD TO FACILITY PIPE SECTION FLUSHING AND CLEANING.
16 NEW 10" TWS LINE UP TO NEW COOLING TOWER 43-CT-4 AND DOWN TO NEW PUMP 43-P15 ON FIRST
FLOOR.
17 RISE 3" A53 STEEL REFRIGERANT AGAINST COOLING TOWER SCREEN WALL. RISE REFRIGERANT VENT
24 INCHES ABOVE TOP OF SCREEN WALL AND PROVIDE GOOSENECK TERMINATION. PAINT
REFRIGERANT VENT TO MATCH COOLING TOWER SCREEN WALL. SEE DETAILM-501/F8.
18 EXISTING LOW WALL EXHAUST FOR REFRIGERANT PURGE EXHAUST.
19 PROVIDE NEW RELIEF AIR GRAVITY HOOD IN NEW LOCATION TO ALLOW FOR COOLING TOWER
INSTALLATION. SEE SHEET M-701.
20 PROVIDE NEW VARIABLE VOLUME SERIES BLOWER COIL UNIT WITH INTAKE VENTILATION SUPPLIED BY ROOF MOUNTED DEDICATED OUTDOOR AIR UNIT AND CHILLED WATER AND STEAM COIL COOLING AND
HEATING. SEE MECHANICAL SCHEDULES.
21 CONNECT NEW TOWER WATER RETURN EQUALIZING LINE BETWEEN ALL EXISTING AND NEW COOLING
TOWER.
22 EXTEND PLUMBING PIPING TO NEW COOLING TOWER MATCH EXISTING CONFIGURATION.
23 PROVIDE NEW BUTTERFLY VALVE AND CAP.
A. CONTRACTOR TO COORDINATE WITH ROOF INSTALLATION WARRANTY
REQUIREMENTS FOR ANY MODIFICATIONS TO ROOFING TO ENSURE NO
VIOLATIONS OCCUR OF THE WARRANTY. CONTRACTOR TO EMPLOY A CERTIFIED
ROOFING INSPECTOR MEETING THE REQUIREMENTS OF THE INSTALLED ROOF.
ALL WARRANTY VIOLATIONS WILL BE REQUIRED TO BE CORRECTED PRIOR TO
CLOSE OUT. ROOFS AND/OR ROOFING IMPACTED BY WORK INCLUDE B43 AND
B43A.
B. CONTRACTOR TO VALIDATE AND VERIFY ALL FIRE RATED AND/OR SMOKE RATED
WALLS AND ASSEMBLIES INDICATED ON PLANS IN WORK AREA. PROVIDE ALL
PIPING PENETRATIONS OF FIRE, SMOKE AND FULL HEIGHT WALLS SHALL BE
CAULKED AIRTIGHT TO THE ADJACENT STRUCTURE BY MEANS OF U.L. APPROVED
FIRE PROOF CAULKING MATERIAL.
C. CONTRACTOR SHALL COORDINATE ALL PIPING, PLUMBING, AND CONDUIT PIPING
WITH STRUCTURAL, MECHANICAL, AND ELECTRICAL SYSTEMS AND SHALL
PROVIDE NECESSARY OFFSETS TO AVOID CONFLICTS AND TO MAINTAIN
REQUIRED EQUIPMENT ACCESS AND SERVICEABILITY.
D. EXISTING CONDITIONS ARE BASED ON EXISTING PLANS AND FIELD VERIFICATION
WHERE FEASIBLE. ACTUAL CONDITIONS MAY DIFFER FROM THOSE INDICATED.
CONTRACTOR TO FIELD VERIFY IN ADVANCE THE LOCATION AND CONDITION OF
THOSE EXISTING SYSTEMS SHOWN TO BE MODIFIED OR REMOVED. CONTRACTOR
TO NOTIFY ARCHITECT SHOULD CONDITIONS BE FOUND TO DIFFER
SIGNIFICANTLY FROM CONSTRUCTION DOCUMENTS.
E. CONTRACTOR TO COORDINATE ALL NEW EQUIPMENT LOCATIONS WITH ALL
TRADES PRIOR TO INSTALLATION.
F. CONTRACTOR TO PROVIDE GALVANIC PROTECTION AS REQUIRED AT
CONNECTIONS BETWEEN ALL DISSIMILAR METALS.
G. ANY FLOOR, WALL, OR CEILING CUTTING OR FILLING THAT IS REQUIRED TO
COMPLETE THIS PROJECT, THE CONTRACTOR SHALL PATCH AND PAINT AND
RETURN TO MATCH EXISTING CONDITIONS AND FINISHES.
H. CONTRACTOR TO PROVIDE ESCUTCHEONS ON ALL NEW EXPOSED EXTERIOR
PIPE PENETRATIONS AND SEAL COMPLETELY.
I. CONTRACTOR TO PROVIDE TEMPORARY FLOORING WHILE MODIFYING
SUBFLOORING.
J. PROVIDE PRECONSTRUCTION TAB READINGS OF THE EXISTING SUPPLY AIR AND
RETURN AIR SERVING THE ROOMS IN THE AREA OF WORK. REBALANCE EXISTING
SUPPLY AND RETURN AIR SYSTEMS AFTER DEMOLITION IS COMPLETE.
K. TECHNICAL COORDINATION DRAWINGS OF COMPLETE ASSEMBLIES, REFLECTING
ACCURATE PROJECT CONDITIONS, SHALL BE SUBMITTED WITH EQUIPMENT
SELECTIONS TO ENSURE SPACE ALLOWANCES ARE REFLECTED IN THE ACTUAL
SPACE AVAILABLE. WHERE SIZE DEVIATIONS DIFFER FROM THE BASIS OF DESIGN,
CONTRACTOR SHALL HIGHLIGHT THE DIFFERENCES FOR AE/COR REVIEW WITHIN
THE SUBMITTAL. CONTRACTOR SHALL PROVIDE INSTALLATION ROUTE AND
VERIFICATION THAT ACCESS POINTS, PLACEMENT ROUTE, SUPPORTS, AND
REQUIRED EQUIPMENT CLEARANCES ARE IDENTIFIED ON THE ROUTE DRAWING.
L. CONTRACTOR TO PROVIDE TEMPORARY UTILITIES TO MAINTAIN UNINTERRUPTED
SERVICE AT ALL TIMES.
M. SEE M-001 FOR ADDITIONAL GENERAL NOTES.
N. COMPLETE LAYOUT DRAWINGS SHALL BE REQUIRED BY 23 05 11, SUBMITTALS.
CONSTRUCTION WORK SHALL NOT START ON ANY SYSTEM UNTIL THE LAYOUT
DRAWINGS HAVE BEEN APPROVED BY VA.
Revisions: Date: 7/20/2022
MATHEW PERKINS
NO.005843
T ectonic Cop yright 2007
MEP Level 1 0' - 0"
MEP Level 2 12' - 0"
MEP Roof 26' - 6"
E D C B A
FOUNDATION
-3' - 0"
10" CHS
10" CHS
10" TWS
10" TWR10" TWR
2 1/2" TWS 2 1/2" TWS 2 1/2" TWS
10" TWR 10" TWR
43-CT-3 (E)
10" TWR
43-CT-2 (E)43-CT-1 (E)
43-CT-4
43-WCCH-2 (E)
43PX(E)
10" CHS
10" TWS
10" TWR
10" CHR
10" TWR
12" TWR
18"x18" EXH
10" CHR
10" CHS
C H
S
C H
R
T W
S
C H
R
T W
S
-P
E
C H
S
T W
R
C H
R
C H
S
C H
R
C H
S
T W
R
T W
S
T W
S
T W
S
T W
S
T W
R
T W
R
T W
R
T W
R
"x
E X
H
"x
E X
H
1 2 3 4 5
2 3 4 5
MCCEP(E)
20 20
21 21 21
NORTH
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD
A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
Structural and Subconsultants:
KEY PLAN
NOT FOR
CONSTRUCTION
2058 S Dobson Rd., Suite 10, Mesa, AZ 85202
(480) 454-6408 www.unitedstr.com
B
IM
/5
-1
-1
O p ti m iz e
B
E n e rg y P la n t
/5
-1
-1
.4
.M
P .r v t
/2 /2
:3
:2
A M
M-302
MECHANICAL SECTIONS
TRIPLE C THE A/E GROUP
2266 S. Dobson Road, Suite 200
Mesa, AZ 85202
(928) 499-3225
Mat Perkins
P2S ENGINEERING, INC.
5000 E. Spring Street
8th Floor
Long Beach, CA 90815-5218
Contact: Mikhail Fuks
UPGRADE ENERGY PLANT
EQUIPMENT INFRASTRUCTURE
(BLDG. 43 & 43A)
1501 SAN PEDRO SE ALBUQUERQUE, NM 87108
501-17-105
11/25/2019 M. PERKINS L.FALK
100% CONSTRUCTION
DOCUMENTS
NTS
F4
MECHANICAL SECTION EAST
GENERAL SHEET NOTES
KEYNOTES
1 PROVIDE NEW 800 TON CENTRIFUGAL CHILLER WITH HEAT RECOVERY CONDENSER AND 2030
COMPLIANT REFRIGERANT.
2 THE CHILLER VARIABLE SPEED DRIVE SHALL BE SHIPPED LOOSE AND SITE INSTALLED TO FACILITATE
CHILLER INSTALLATION.
3 CONTRACTOR SHALL PROVIDE CHILLER MAINTENANCE CLEARANCE AS RECOMMENDED BY
MANUFACTURER. MINIMUM DISTANCE IS 48 INCHES.
4 CONNECT 3", SCHEDULE 40 A53 STEEL EMERGENCY RELIEF VENT TO CHILLER RELIEF CONNECTIONS WITH 6" FLEXIBLE CONNECTORS. COMBINE RELIEF PORTS AND EXTEND 3" VENT PIPE UP THRU ROOF THROUGH EXISTING PENETRATION. TERMINATE WITH GOOSENECK 10'-0" ABOVE ROOF. SUPPORT WITH
A MINIMUM OF THREE GUIDE WIRES. REPAIR AND MAKE WATERTIGHT ROOF PENETRATION.
5 WHILE MANEUVERING CHILLER INTO PLACE, ROTATE CHILLER AS REQUIRED FOR INSTALLATION.
6 INSTALL NEW CHILLED WATER PUMP.
7 INSTALL NEW TOWER WATER SUPPLY PUMP.
8 CONNECT NEW 10" TWS LINE TO EXISTING 10" TWS PIPING.
9 CONNECT 3", SCHEDULE 40 A53 STEEL EMERGENCY RELIEF VENT TO CHILLER RELIEF CONNECTIONS WITH 6" FLEXIBLE CONNECTORS. COMBINE RELIEF PORTS AND EXTEND 3" VENT PIPE UP THRU ROOF THROUGH EXISTING PENETRATION. TERMINATE WITH GOOSENECT 10'-0" ABOVE ROOF. SUPPORT WITH
A MINIMUM OF THREE GUIDE WIRES. REPAIR AND MAKE WATERTIGHT ROOF PENETRATION.
10 RISE INSULATED 10" CHS AND CHR LINE ADJACENT TO BUILDING. COORDINATE CHILLED WATER
BUILDING PENETRATIONS WITH EXISTING AND NEW WORK.
11 PROVIDE NEW POINT OF CONNECTION WITH BUTTERFLY ISOLATION VALVE FOR EMERGENCY UTILITY
SERVICE PIPING. SEE MECHANICAL SITE PLANS FOR EXTERIOR TERMINATION LOCATION.
12 CONNECT TO EXISTING CHILLED WATER RETURN PIPING THE BRANCH PIPING FROM THE PRIMARY CHILLED WATER PUMPS. INSTALL A PIPE REDUCER AS REQUIRED. REMOVE PIPING INSULATION AS REQUIRED FOR WELDING OF PIPE CONNECTION. INSTALL PIPE INSULATION ABUTING AGAINST EXISTING INSULATION OVERLAPPING WITH PVC JACKETING AND INSULATION TAPE. INSTALL INSULATION TO
PROVIDING A CONTINUOUS, INSULATING WATER BARRIER.
13 CONNECT TO EXISTING CHILLED WATER SUPPLY PIPING. INSTALL A PIPE REDUCER AS REQUIRED.
REMOVE PIPING INSULATION AS REQUIRED FOR WELDING OF PIPE CONNECTION. INSTALL PIPE INSULATION ABUTING AGAINST EXISTING INSULATION OVERLAPPING WITH PVC JACKETING AND INSULATION TAPE. INSTALL INSULATION TO PROVIDE A CONTINUOUS, INSULATING WATER BARRIER.
INSTALL 3/4" WELD-O-LET AND 3/4" PIPE CONNECTION WITH LOCKABLE BALL VALVE AND CAP 12 INCHES
UPSTREAM OF VALVE OVERHEAD TO FACILITY PIPE SECTION FLUSHING AND CLEANING.
14 CONNECT TO EXISTING CHILLED WATER RETURN PIPING. INSTALL A PIPE REDUCER AS REQUIRED.
REMOVE PIPING INSULATION AS REQUIRED FOR WELDING OF PIPE CONNECTION. INSTALL PIPE INSULATION ABUTING AGAINST EXISTING INSULATION OVERLAPPING WITH PVC JACKETING AND INSULATION TAPE. INSTALL INSULATION TO PROVIDE A CONTINUOUS, INSULATING WATER BARRIER.
INSTALL 3/4" WELD-O-LET AND 3/4" PIPE CONNECTION WITH LOCKABLE BALL VALVE AND CAP 12 INCHES
UPSTREAM OF VALVE OVERHEAD TO FACILITY PIPE SECTION FLUSHING AND CLEANING.
15 CONNECT TO EXISTING CONDENSER WATER RETURN PIPE RISER TO COOLING TOWER. PROVIDE 3/4" WELD-O-LET AND 3/4" PIPE CONNECTION WITH LOCKABLE BALL VALVE AND CAP 12 INCHES UPSTREAM
OF VALVE OVERHEAD TO FACILITY PIPE SECTION FLUSHING AND CLEANING.
16 NEW 10" TWS LINE UP TO NEW COOLING TOWER 43-CT-4 AND DOWN TO NEW PUMP 43-P15 ON FIRST
FLOOR.
17 RISE 3" A53 STEEL REFRIGERANT AGAINST COOLING TOWER SCREEN WALL. RISE REFRIGERANT VENT
24 INCHES ABOVE TOP OF SCREEN WALL AND PROVIDE GOOSENECK TERMINATION. PAINT
REFRIGERANT VENT TO MATCH COOLING TOWER SCREEN WALL. SEE DETAILM-501/F8.
18 EXISTING LOW WALL EXHAUST FOR REFRIGERANT PURGE EXHAUST.
19 PROVIDE NEW RELIEF AIR GRAVITY HOOD IN NEW LOCATION TO ALLOW FOR COOLING TOWER
INSTALLATION. SEE SHEET M-701.
20 PROVIDE NEW VARIABLE VOLUME SERIES BLOWER COIL UNIT WITH INTAKE VENTILATION SUPPLIED BY ROOF MOUNTED DEDICATED OUTDOOR AIR UNIT AND CHILLED WATER AND STEAM COIL COOLING AND
HEATING. SEE MECHANICAL SCHEDULES.
21 CONNECT NEW TOWER WATER RETURN EQUALIZING LINE BETWEEN ALL EXISTING AND NEW COOLING
TOWER.
22 EXTEND PLUMBING PIPING TO NEW COOLING TOWER MATCH EXISTING CONFIGURATION.
23 PROVIDE NEW BUTTERFLY VALVE AND CAP.
A. CONTRACTOR TO COORDINATE WITH ROOF INSTALLATION WARRANTY
REQUIREMENTS FOR ANY MODIFICATIONS TO ROOFING TO ENSURE NO
VIOLATIONS OCCUR OF THE WARRANTY. CONTRACTOR TO EMPLOY A CERTIFIED
ROOFING INSPECTOR MEETING THE REQUIREMENTS OF THE INSTALLED ROOF.
ALL WARRANTY VIOLATIONS WILL BE REQUIRED TO BE CORRECTED PRIOR TO
CLOSE OUT. ROOFS AND/OR ROOFING IMPACTED BY WORK INCLUDE B43 AND
B43A.
B. CONTRACTOR TO VALIDATE AND VERIFY ALL FIRE RATED AND/OR SMOKE RATED
WALLS AND ASSEMBLIES INDICATED ON PLANS IN WORK AREA. PROVIDE ALL
PIPING PENETRATIONS OF FIRE, SMOKE AND FULL HEIGHT WALLS SHALL BE
CAULKED AIRTIGHT TO THE ADJACENT STRUCTURE BY MEANS OF U.L. APPROVED
FIRE PROOF CAULKING MATERIAL.
C. CONTRACTOR SHALL COORDINATE ALL PIPING, PLUMBING, AND CONDUIT PIPING
WITH STRUCTURAL, MECHANICAL, AND ELECTRICAL SYSTEMS AND SHALL
PROVIDE NECESSARY OFFSETS TO AVOID CONFLICTS AND TO MAINTAIN
REQUIRED EQUIPMENT ACCESS AND SERVICEABILITY.
D. EXISTING CONDITIONS ARE BASED ON EXISTING PLANS AND FIELD VERIFICATION
WHERE FEASIBLE. ACTUAL CONDITIONS MAY DIFFER FROM THOSE INDICATED.
CONTRACTOR TO FIELD VERIFY IN ADVANCE THE LOCATION AND CONDITION OF
THOSE EXISTING SYSTEMS SHOWN TO BE MODIFIED OR REMOVED. CONTRACTOR
TO NOTIFY ARCHITECT SHOULD CONDITIONS BE FOUND TO DIFFER
SIGNIFICANTLY FROM CONSTRUCTION DOCUMENTS.
E. CONTRACTOR TO COORDINATE ALL NEW EQUIPMENT LOCATIONS WITH ALL
TRADES PRIOR TO INSTALLATION.
F. CONTRACTOR TO PROVIDE GALVANIC PROTECTION AS REQUIRED AT
CONNECTIONS BETWEEN ALL DISSIMILAR METALS.
G. ANY FLOOR, WALL, OR CEILING CUTTING OR FILLING THAT IS REQUIRED TO
COMPLETE THIS PROJECT, THE CONTRACTOR SHALL PATCH AND PAINT AND
RETURN TO MATCH EXISTING CONDITIONS AND FINISHES.
H. CONTRACTOR TO PROVIDE ESCUTCHEONS ON ALL NEW EXPOSED EXTERIOR
PIPE PENETRATIONS AND SEAL COMPLETELY.
I. CONTRACTOR TO PROVIDE TEMPORARY FLOORING WHILE MODIFYING
SUBFLOORING.
J. PROVIDE PRECONSTRUCTION TAB READINGS OF THE EXISTING SUPPLY AIR AND
RETURN AIR SERVING THE ROOMS IN THE AREA OF WORK. REBALANCE EXISTING
SUPPLY AND RETURN AIR SYSTEMS AFTER DEMOLITION IS COMPLETE.
K. TECHNICAL COORDINATION DRAWINGS OF COMPLETE ASSEMBLIES, REFLECTING
ACCURATE PROJECT CONDITIONS, SHALL BE SUBMITTED WITH EQUIPMENT
SELECTIONS TO ENSURE SPACE ALLOWANCES ARE REFLECTED IN THE ACTUAL
SPACE AVAILABLE. WHERE SIZE DEVIATIONS DIFFER FROM THE BASIS OF DESIGN,
CONTRACTOR SHALL HIGHLIGHT THE DIFFERENCES FOR AE/COR REVIEW WITHIN
THE SUBMITTAL. CONTRACTOR SHALL PROVIDE INSTALLATION ROUTE AND
VERIFICATION THAT ACCESS POINTS, PLACEMENT ROUTE, SUPPORTS, AND
REQUIRED EQUIPMENT CLEARANCES ARE IDENTIFIED ON THE ROUTE DRAWING.
L. CONTRACTOR TO PROVIDE TEMPORARY UTILITIES TO MAINTAIN UNINTERRUPTED
SERVICE AT ALL TIMES.
M. SEE M-001 FOR ADDITIONAL GENERAL NOTES.
N. COMPLETE LAYOUT DRAWINGS SHALL BE REQUIRED BY 23 05 11, SUBMITTALS.
CONSTRUCTION WORK SHALL NOT START ON ANY SYSTEM UNTIL THE LAYOUT
DRAWINGS HAVE BEEN APPROVED BY VA.
Revisions: Date: 7/20/2022
MATHEW PERKINS
NO.005843
0' - 0"
MEP Level 2 12' - 0"
MEP Roof 26' - 6"
1 2
7 8
43-GH-1(E)
43-CT-4
43-P7 (E)
43-P8 (E)
10" CHR
10" TWS
10" CHS
10" CHS
10" TWR
6" TWS
T W
S
3" V
2" CHR 2" CHS 4" ORD
3" RD
T W
S
T W
S
T W
R
T W
R
10" TWS
T W
R
C H
S
MEP Level 1 0' - 0"
MEP Level 2 12' - 0"
MEP Roof 26' - 6"
4 5 6
43-CT-1 (E)43-CT-4
43-P8 (E)
43-P7 (E)
1 2 5 7 8
43-GH-1(E)
10" CHR
10" CHS
10" TWR
10" TWS
10" CHS
10" CHR
T W
S
T W
S
T W
S
T W
S
T W
S
T W
S 1
T W
S
C H
S
3" V
3" RD
3" ORD
2" CHS
10" CHR
2 1/2" TWS
2 1/2" TWS
T W
R
2" MU
NORTH
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD
A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
Structural and Subconsultants:
KEY PLAN
NOT FOR
CONSTRUCTION
B
B
2058 S Dobson Rd., Suite 10, Mesa, AZ 85202
(480) 454-6408 www.unitedstr.com
B
IM
/5
-1
-1
O p ti m iz e
B
E n e rg y P la n t
/5
-1
-1
.4
.M
P .r v t
/2 /2
:3
:4
A M
M-303
MECHANICAL SECTIONS
TRIPLE C THE A/E GROUP
2266 S. Dobson Road, Suite 200
Mesa, AZ 85202
(928) 499-3225
Mat Perkins
P2S ENGINEERING, INC.
5000 E. Spring Street
8th Floor
Long Beach, CA 90815-5218
Contact: Mikhail Fuks
UPGRADE ENERGY PLANT
EQUIPMENT INFRASTRUCTURE
(BLDG. 43 & 43A)
1501 SAN PEDRO SE ALBUQUERQUE, NM 87108
501-17-105
11/25/2019 M. PERKINS L.FALK
100% CONSTRUCTION
DOCUMENTS
GENERAL SHEET NOTES
KEYNOTES
1/4" = 1'-0" F2
MECHANICAL SECTION SOUTH
1/4" = 1'-0"
F6
MECHANICAL SECTION NORTH
1 PROVIDE NEW 800 TON CENTRIFUGAL CHILLER WITH HEAT RECOVERY CONDENSER AND 2030
COMPLIANT REFRIGERANT.
2 THE CHILLER VARIABLE SPEED DRIVE SHALL BE SHIPPED LOOSE AND SITE INSTALLED TO FACILITATE
CHILLER INSTALLATION.
3 THE CONTROL PANEL SHALL BE SHIPPED LOOSE AND SITE INSTALLED TO FACILITATE CHILLER
INSTALLATION.
4 PROVIDE 42" CLEARANCE FOR ALL VARIABLE SPEED DRIVES AND DISCONNECTS.
5 CONTRACTOR SHALL PROVIDE CHILLER MAINTENANCE CLEARANCE AS RECOMMENDED BY
MANUFACTURER. MINIMUM DISTANCE IS 48 INCHES.
6 CONTRACTOR SHALL PROVIDE NATIONAL ELECTRIC CODE CLEARANCE IN FRONT OF CHILLER CONTROL
PANEL. MINIMUM DISTANCE IS 42 INCHES.
7 CONNECT 3", SCHEDULE 40 A53 STEEL EMERGENCY RELIEF VENT TO CHILLER RELIEF CONNECTIONS WITH 6" FLEXIBLE CONNECTORS. COMBINE RELIEF PORTS AND EXTEND 3" VENT PIPE UP THRU ROOF THROUGH EXISTING PENETRATION. TERMINATE WITH GOOSENECK 10'-0" ABOVE ROOF. SUPPORT WITH
A MINIMUM OF THREE GUIDE WIRES. REPAIR AND MAKE WATERTIGHT ROOF PENETRATION.
8 WHILE MANEUVERING CHILLER INTO PLACE, ROTATE CHILLER AS REQUIRED FOR INSTALLATION.
9 INSTALL NEW CHILLED WATER…
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