SB101_SB301_AD113_AE113_AE201_AE411_MQ601_ADDENDUM C.pdf
PDF 4 MB Posted
- Attached to
- Z1NB--Boiler replacement
- Solicitation number
- 36C24626B0020_1
About this file
This document set comprises 100% Construction Documents in Invitation for Bid (IFB) format for a boiler replacement project at the Durham VA Medical Center (VAMC), located at 508 Fulton Street, Durham, North Carolina 27705. The project is identified as Project Number 558-22-152 and applies to Buildings 7 and 24. The issuing federal agency is the U.S. Department of Veterans Affairs.
The construction scope encompasses the complete replacement of three steam boilers in Building 7 and associated infrastructure modifications across both buildings. Key deliverables include foundation work (concrete slab-on-grade 6 inches thick with #5 rebar at 12-inch on-center spacing, 12-inch thick boiler pads, utility trenches, and concrete retaining walls), structural modifications (removal and replacement of existing stairs, new steel columns and base frames), mechanical system installation (three fire-tube boilers rated at 20,000 lbs/hour steam generation with dual fuel capability—natural gas and No. 2 fuel oil), support equipment (boiler economizer heat exchangers, steam traps, fuel oil tanks with 25,000 and 30,000-gallon capacities, fuel tank polisher, blowoff tanks, pumps with variable frequency drives), control systems (steam pressure reducing valves, safety relief valves, steam vent silencers), and ancillary systems (unit heaters, exhaust fans, propane enclosure with concrete-filled steel tube bollards). Architectural work includes new control room finishes with plastic laminate casework, resilient base, painted walls and ceilings, and new door and frame installations. The temporary boiler plant will support both buildings during construction, with three temporary fire-tube boilers (27,600-34,500 lbs/hour capacity) staged outside. Construction documents include detailed foundation plans and sections, demolition plans, floor plans, elevations, door schedules with hardware specifications, and comprehensive equipment schedules with manufacturer specifications and performance requirements. The project requires coordination with mechanical, plumbing, and electrical trades and includes temporary roof patching during the phased demolition and installation sequence.
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Text version
A
11 2 3 4 5 6
B
C
D
E
2.1 3.1 3.9 4.82.3
C1
SK401
3' - 2" 15' - 10" 15' - 10" 13' - 0"
18' - 6" 17' - 6" 16' - 3"
8"
3' - 9"
1' - 2" 6"
HSS4X0.250
CONC UTILITY TRENCH,
SEE SECTION
0' - 0"
T/SLAB
CONC SLAB
TRENCH COVER
ABOVE
5/16" A-36 CARBON
STEEL DIAMOND PLATE
TRENCH COVER ABOVE,
SEE TYP DETAIL
D.7
D.5
, TYP
BOILER
12" CONC
BOILER PAD,
SEE SECTION
BOILER
BOILER
BASE
FRAME
BOILER
BASE
FRAME
6" CONC SLAB-
ON-GRADE
FUEL LINE TRENCH,
SEE SECTION
EX SLAB-ON-GRADE
TO REMAIN
C.5
D.9
/8
/8
/8
REMOVE &
REPLACE EX STAIR,
SEE ARCH DWGS
D8
SB301
BOILER
BOILER
BASE
FRAME
2' - 3"
6" CONC SLAB-
ON-GRADE
1' - 1"
/2
/2
1' - 1" 1' - 1"
1' - 1"
/2
/2
3' - 2"
TRENCH UTILITIES,
SEE MECH
TRENCH UTILITIES,
SEE MECH
8"
THICKENED SLAB,
SEE TYP DETAIL
2' - 2" 10' - 1"
5' - 7" 6' - 11" 7' - 3"
/2
1' - 6"
1' - 0"
7"
F4
SB301
10' - 0" 6' - 0"
V
IF
A P P R O X 8' - 3"
F1
SB301
CONCRETE RETAINING
WALL, SEE SECTION
PAVEMENT, SEE CIVIL
F6
SB301
SCALE: 1/4" = 1'-0"
F2
FOUNDATION PLAN
8'4'2'0'
7' -6
5'
1"
5'
3/
8'
1/
1/
1"
0'
1"
0'
1"
0'
1"
0'
1"
0'
9" 6"
3"
3"
1' -6
1'
6"
1/
2"
2' 1'
6"
1"
3' 2'
1'
3/ 4"
4'
2' 1'
1/
2"
6' 4'
2'
3/ 8"
8'
4'
3/
8' 4'
2'
1/ 4"
8'
4'
1/ 8"
KEY PLAN
GENERAL NOTES
P la n N or th
True North
BLDG 7
BLDG 24
Drawing Title
VA FORM 08 - 6231
F
CONSULTANTS:
750 W HAMPDEN AVE
SUITE 300
ENGLEWOOD, CO 80110
(720) 550-6307
WWW.VALHALLAENGINEERING.COM
10987654321
10987654321
E
D
C
B
A
F
E
D
C
B
A
ARCHITECT/ENGINEERS: STAMP:
Approved: Project Director
Phase Project Title
Location
Issue Date Checked Drawn
Project Number
Drawing Number
Building Number
R E
V
IS
IO
N
S C
H E
D U
L E
6800 PARAGON PL
SUITE 600
RICHMOND, VA 23230
(804) 254-7242
WWW.WILEYWILSON.COM
C :\U se rs
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\L oc al \2
1R
_S tr uc -C en _r ab al os D
B B
F X
.r vt
6/ 8/
:5
5:
P M
SB101
FOUNDATION PLAN REPLACE BOILERS
508 FULTON ST, DURHAM, NC 27705
558-22-152
SF AQ
100% CONSTRUCTION
DOCUMENTS IFB
VEG 22.04 12/18/2025
1. REFERENCE ELEVATION = T/SLAB ELEVATION = +0'-0" (+371'-0" ACTUAL).
2. SLAB-ON-GRADE SHALL BE 6" THICK W/ #5 @ 12" OC EA WAY.
3. BOILER PAD SHALL BE 12" THICK W/ #5 @12" OC EA WAY, TOP & BOTT.
4. DENOTES CONCRETE SLAB-ON-GRADE.
5. DENOTES CONCRETE BOILER PAD.
6. DENOTES DIAMOND PLATE COVER OVER TRENCH.
7. DENOTES SLAB-ON-DECK OVER TRENCH.
Number: Revision: Date:
A 100% CONSTRUCTION DOCUMENTS - ADDENDUM C 06/28/2026
LEVEL 1
0' - 0"
E D.7 D.5
#5 DOWEL AT 12" OC
VAPOR RETARDER OVER
GRANULAR FILL. SEE
STRUCT NOTES
EXIST WALL
EXIST FTG
REINF CONC PIER,
SEE TYP DETAILS
#5 DOWELS @ 12" OC
EA FACE
4' - 0 1/4" 3' - 0"
STL COL,
SEE PLAN
CONC SLAB ON GRADE,
SEE PLAN FOR REINF
6"
STL COL,
SEE PLAN
VAPOR RETARDER AND
6" GRANULAR FILL
BASE PLATE AND ANCHOR
BOLT ON NON-SHRINK GROUT,
SEE TYP DETAIL
DIAMOND PLATE
SUPPORT ANGLE,
SEE TYP DETAIL
#5 @ 12" SHORT, TOP & BOTT
(6) #5 LONG, TOP & BOTT
C L R
" 1 1/2" CLR
C L R
2' - 0"
S E
E P
L A
N
5' - 0"
PIPING &
ANCHORAGE,
SEE MECH
SEE PLBG
1' - 0"
CONT HYDROPHILIC WATERSTOP
ELEV = SEE PLAN
1' - 0"6"
INSTALL 1/2" DIA X
1'-6" LONG SMOOTH
DOWELS @ 4'-0" OC,
6" EMBED INTO EX
WALL
6"COL ISOLATION JOINT
DEMO EX TRENCH,
SEE PLAN
LEVEL 1
0' - 0"
E
1 1/2" TYP
#5 DOWEL AT 12" OC
DEMO EX TRENCH,
SEE PLAN
BOILER, SEE MECH
EX FNDN WALL
EXIST FTG
D.7 D.5
DIAMOND PLATE
SUPPORT ANGLE,
SEE TYP DETAIL
5' - 0"
EX OVERHEAD DOOR,
SEE PLAN
INSTALL 1/2" DIA X
1'-6" LONG SMOOTH
DOWELS @ 4'-0" OC,
6" EMBED INTO EX
WALL
CONC BOILER PAD,
SEE PLAN FOR REINF
GRANULAR FILL
OVER VAPOR RETARDER.
SEE STRUCT NOTES
#5 DOWELS @ 12" OC
EA FACE
VAPOR RETARDER AND
6" GRANULAR FILL
#5 @ 12" SHORT, TOP & BOTT
(6) #5 LONG, TOP & BOTT
CONT HYDROPHILIC WATERSTOP
S E
E P
L A
N
4' - 0 1/4" 3' - 0"
ELEV = SEE PLAN
VAPOR RETARDER OVER
GRANULAR FILL. SEE
STRUCT NOTES
3"
SLAB-ON-GRADE,
SEE PLAN
#5 DOWELS @ 12" OC
6" 1' - 0"
LEVEL 1
0' - 0"
E D.7 D.5
4-5/8" CONC SLAB W/ 4X4-
W2.9XW2.9 WWF ON 0.6C
NONCOMPOSITE DECK, 22 GA
2" MIN
REMOVE & PROTECT
EXISTING STAIR PRIOR TO
SLAB DEMO AND REPLACE
SEE SECTION C4/S-310
FOR REINF
SLAB SUPPORT ANGLE,
SEE TYP DETAIL
D.9
PIPING &
ANCHORAGE,
SEE MECH
SEE PLBG
6" CONC SLAB
#5 DOWELS @ 12" OC
EA FACE
VAPOR RETARDER AND
6" GRANULAR FILL
#5 @ 12" SHORT, TOP & BOTT
(6) #5 LONG, TOP & BOTT
CONT HYDROPHILIC WATERSTOP
ELEV = SEE PLAN
/8
COL, SEE PLAN
CONC SLAB, SEE
PLAN FOR REINF
1' - 8"
(3) #5 CONT
6" 1' - 0"
LEVEL 1
0' - 0"
#5 HOOK @ 12" OC
12" LONG EA. LEG
VAPOR BARRIER AND
6" GRANULAR FILL
DIAMOND PLATE
SUPPORT ANGLE,
SEE TYP DETAIL
INSTALL 1/2" DIA X
1'-6" LONG SMOOTH
DOWELS @ 4'-0" OC,
6" EMBED INTO EX
SLAB
ELEV = SEE PLAN
LAYBACK
1' - 10"
M
IN
CONC SLAB-ON-GRADE,
SEE PLAN FOR REINF
#5 @ 12" SHORT
(3) #5 LONG
6"
(1) #5 LONG
CONT HYDROPHILIC WATERSTOP6
2' - 9"
LEVEL 1
0' - 0"
3.1
CONC SLAB,
SEE PLAN
1/2" ISOLATION
JOINT12" THICK
ISOLATED
BOILER PAD,
SEE PLAN
1/2" ISOLATION JOINT
VAPOR RETARDER OVER
GRANULAR FILL. SEE
STRUCT NOTES
T Y
P
/4
C L
R
C L R
C L R
/4
LEVEL 1
0' - 0"
E
6" CONC SLAB-ON-GRADE
W/ #4 @ 12" OC EA WAY
C L R
6" COMPACTED #57 STONE
6"
(2) #4 CONT
VAPOR
RETARDER OVER
#57 STONE FILL
3" CLR
CLR
1 1/2"
PAVEMENT, SEE CIVIL
SEE ARCH
1/2" ISOLATION JOINT
/2
/2
6" 1' - 0" 6"
"(3) #4 LONG
#4 @ 12" OC
1/2" ISOLATION JOINT
MIN
9"
NEW FTG BEARING EL TO
MATCH EX FTG EL
(3) #4 X 3'-0" LONG IN BEYOND
FTG. DRILL HOLES IN EX
CONC AND SET DOWELS IN
HILTI HIT-HY 200 EPOXY
EX CONC FTG
#4 @ 12" OC EA FACE,
EA WAY
CLR
2" 2"
3' - 0" 1' - 0" 7' - 0"
C L R
M A
X
#6 @ 12" OC, TOP & BOTT
#4 @ 12" OC LONG
CONT, TOP & BOTT
#6 @ 12" OC VERT
#4 @ 12" OC VERT
PAVEMENT,
SEE CIVIL
6" COMPACTED #57 STONE
GRADE, SEE CIVIL
#4 @ 12" OC HORIZ
CONT, EA FACE
PIPE, SEE CIVIL
LEVEL 1
0' - 0"
3" CLR
1 1/2"
6" 1' - 0" 6"
"(3) #4 LONG CONT
#4 @ 12" OC
PAVEMENT, SEE CIVIL
#4 DOWEL @ 12" OC
SLAB REBAR, SEE SECTION
F4 THIS SHEET
7' -6
5'
1"
5'
3/
8'
1/
1/
1"
0'
1"
0'
1"
0'
1"
0'
1"
0'
9" 6"
3"
3"
1' -6
1'
6"
1/
2"
2' 1'
6"
1"
3' 2'
1'
3/ 4"
4'
2' 1'
1/
2"
6' 4'
2'
3/ 8"
8'
4'
3/
8' 4'
2'
1/ 4"
8'
4'
1/ 8"
Drawing Title
VA FORM 08 - 6231
F
CONSULTANTS:
750 W HAMPDEN AVE
SUITE 300
ENGLEWOOD, CO 80110
(720) 550-6307
WWW.VALHALLAENGINEERING.COM
10987654321
10987654321
E
D
C
B
A
F
E
D
C
B
A
ARCHITECT/ENGINEERS: STAMP:
Approved: Project Director
Phase Project Title
Location
Issue Date Checked Drawn
Project Number
Drawing Number
Building Number
R E
V
IS
IO
N
S C
H E
D U
L E
6800 PARAGON PL
SUITE 600
RICHMOND, VA 23230
(804) 254-7242
WWW.WILEYWILSON.COM
C :\U se rs
\r ab al os
\L oc al \2
1R
_S tr uc -C en _r ab al os D
B B
F X
.r vt
6/ 8/
:5
5:
P M
SB301
FOUNDATION SECTIONS REPLACE BOILERS
508 FULTON ST, DURHAM, NC 27705
558-22-152
SF AQ
100% CONSTRUCTION
DOCUMENTS IFB
VEG 22.04 12/18/2025
SCALE: 3/4" = 1'-0"
C1
SECTION
SCALE: 3/4" = 1'-0"
C4
SECTION
SCALE: 3/4" = 1'-0"
C8
SECTION
SCALE: 3/4" = 1'-0"
D8
SECTION
SCALE: 3/4" = 1'-0"
E1
SECTION
Number: Revision: Date:
A 100% CONSTRUCTION DOCUMENTS - ADDENDUM C 06/28/2026
SCALE: 3/4" = 1'-0"
F4
SECTION
A
SCALE: 3/4" = 1'-0"
F1
SECTION
A
SCALE: 3/4" = 1'-0"
F6
SECTION
EQ4' - 0"EQ
A. REFER TO STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL FOR
ADDITIONAL DEMOLITION AND PHASING INFORMATION.
B. TEMPORARY ROOF PATCHES WILL BE REQUIRED BETWEEN DEMOLITION OF
EXISTING PIPING AND INSTALLATION OF NEW PIPING.
7' -6
5'
1"
5'
3/
8'
1/
1/
1"
0'
1"
0'
1"
0'
0'
1"
0'
1"
0'
9" 6"
3"
3"
1' -6
1'
6"
1/
2"
2' 1'
6"
1"
3' 2'
1'
3/ 4"
4'
2' 1'
1/
2"
6' 4'
2'
3/ 8"
8'
4'
3/
8' 4'
2'
1/ 4"
8'
4'
1/ 8"
KEY PLAN
GENERAL NOTES
SHEET KEYNOTES
P la n N or th
True North
BLDG 7
BLDG 24
Drawing Title
VA FORM 08 - 6231
F
CONSULTANTS:
750 W HAMPDEN AVE
SUITE 300
ENGLEWOOD, CO 80110
(720) 550-6307
WWW.VALHALLAENGINEERING.COM
10987654321
10987654321
E
D
C
B
A
F
E
D
C
B
A
ARCHITECT/ENGINEERS: STAMP:
Approved: Project Director
Phase Project Title
Location
Issue Date Checked Drawn
Project Number
Drawing Number
Building Number
SEE REVISION
SCHEDULE
R E
V
IS
IO
N
S C
H E
D U
L E
A ut od es k D oc s:
//2 2.
_D ur ha m _N
C _B oi le rs _R
/2
2.
_A R
C H
.r vt
5/
/2
:0 0:
A
M
AD113
DEMOLITION PLANS - BUILDING 24 REPLACE BOILERS
508 FULTON ST, DURHAM, NC 27705
558-22-152
MVP GDD
100% CONSTRUCTION
DOCUMENTS IFB
VEG 22.04
1/4" = 1'-0"
DEMOLITION PLAN - LEVEL 1 - BUILDING 24
F6
1/4" = 1'-0"
DEMOLITION PLAN - MEZZANINE
F4
1/4" = 1'-0"
DEMOLITION REFLECTED CEILING PLAN
F1
1. REMOVE GYPSUM BOARD WALLS AND FRAMING
2. REMOVE PLYWOOD WALL AND FRAMING
3. REMOVE LEVEL 2 PLATFORM SUPPORTS, TYP
4. REMOVE RAISED PLATFORM, ACCESS LADDER, AND HANDRAILS
5. REMOVE SUSPENDED CEILING TILE AND GRID
6. REMOVE EXISTING EXHAUST FAN; MECHANICAL CURB TO REMAIN
7. CUT OPENIING FOR NEW BOILER STACK; COORDINATE WITH BOILER
MANUFACTURER AND BUILDING 24 EXISTING STRUCTURE
8. EXISTING STEEL ROOF SUPPORT STRUCTURE, TYP
9. CUT OPENING FOR NEW WINDOW
Number: Revision: Date:
0 100% CONSTRUCTION DOCUMENTS 12/29/2023
A 100% CONSTRUCTION DOCUMENTS - ADDENDUM A 12/18/2025
A3 100% CONSTRUCTION DOCUMENTS - ADDENDUM C 06/28/2026
A. REFER TO SHEETS GI002 AND A-001 FOR ADDITIONAL NOTES,
ABBREVIATIONS, AND SYMBOLS.
B. REFER TO OTHER DISCIPLINES FOR ADDITIONAL INFORMATION.
C. INSTALLATION OF STEEL STAIRS AND ELEVATED PLATFORMS SHALL OCCUR
AFTER INSTALLATION OF BOILERS.
D. PAINT VERTICAL FACE OF HOUSEKEEPING PADS AND ON TOP 3" FROM EDGE.
E. PATCH ROOF PENETRATIONS PER MANUFACTURER'S INSTRUCTIONS.
24-02
CONTROL CENTER
AE113
F4
AE201
B7
AE201B5
1' - 0"
VIF
5' - 4 1/2"
2' - 1" 1' - 0"
1'
2'
V
IF
2'
/4
V
IF
1'
1/ 4" 7
24-02
CONTROL CENTER
7' -6
5'
1"
5'
3/
8'
1/
1/
1"
0'
1"
0'
1"
0'
0'
1"
0'
1"
0'
9" 6"
3"
3"
1' -6
1'
6"
1/
2"
2' 1'
6"
1"
3' 2'
1'
3/ 4"
4'
2' 1'
1/
2"
6' 4'
2'
3/ 8"
8'
4'
3/
8' 4'
2'
1/ 4"
8'
4'
1/ 8"
KEY PLAN
GENERAL NOTES
SHEET KEYNOTES
P la n N or th
True North
BLDG 7
BLDG 24
Drawing Title
VA FORM 08 - 6231
F
CONSULTANTS:
750 W HAMPDEN AVE
SUITE 300
ENGLEWOOD, CO 80110
(720) 550-6307
WWW.VALHALLAENGINEERING.COM
10987654321
10987654321
E
D
C
B
A
F
E
D
C
B
A
ARCHITECT/ENGINEERS: STAMP:
Approved: Project Director
Phase Project Title
Location
Issue Date Checked Drawn
Project Number
Drawing Number
Building Number
SEE REVISION
SCHEDULE
R E
V
IS
IO
N
S C
H E
D U
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A ut od es k D oc s:
//2 2.
_D ur ha m _N
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:4
P
M
AE113
FLOOR PLAN - LEVEL 1 - BUILDING
REPLACE BOILERS
508 FULTON ST, DURHAM, NC 27705
558-22-152
MVP GDD
100% CONSTRUCTION
DOCUMENTS IFB
VEG 22.04
1/4" = 1'-0"
FLOOR PLAN - LEVEL 1 - BUILDING 24
F6
1. APPROXIMATE LOCATION OF TEMPORARY BOILERS
2. PLASTIC LAMINATE COUNTERTOP AND SUPPORTS; RE: F7/AE201
3. WALL-MOUNTED TELEVISION
4. DDC WORKSTATION RELOCATED FROM BUILDING 7
5. STATIC BOILER READOUTS
6. SCADA WORKSTATION
7. 3-5/8" METAL STUD WALL WITH 5/8" GYPSUM BOARD ON BOTH SIDES AND
TOP; 40" HIGH AFF
8. NEW 48"W x 56"H FIXED WINDOW; HOLLOW METAL FRAME; 1/4" LAMINATED
CLEAR GLAZING; SILL HEIGHT @ 3'-4" AFF
3/8" = 1'-0"
ENLARGED PLAN - CONTROL ROOM 24-02
F4
Number: Revision: Date:
0 100% CONSTRUCTION DOCUMENTS 12/29/2023
D5
AE201
F5
AE201
2' - 0"7' - 0"2' - 0"1"
VIF
13' - 3"
4" 2'
0"
3' - 6"3' - 6"
AE201
F7
F7
AE201
3'
4" 2'
0"
F5
AE201
MIN
10"1' - 3"
VIF
6' - 6 1/2"
F7
AE201
WALL IS
SKEWED
IN VIEW
A. REFER TO SHEETS GI002 AND A-001 FOR ADDITIONAL NOTES,
ABBREVIATIONS, AND SYMBOLS.
B. REFER TO OTHER DISCIPLINES FOR ADDITIONAL INFORMATION.
C. INSTALLATION OF STEEL STAIRS AND ELEVATED PLATFORMS SHALL OCCUR
AFTER INSTALLATION OF BOILERS.
D. PAINT VERTICAL FACE OF HOUSEKEEPING PADS AND ON TOP 3" FROM EDGE.
E. PATCH ROOF PENETRATIONS PER MANUFACTURER'S INSTRUCTIONS.
4"
4"
061000-D
123600-A
123600-B
V A
R
IE
S 1/
2"
/8
1/
2"
3/
1/
2"
123200-G
123200-A
061000-C
2' - 0" 1"
2'
0"
123200-G
2'
0"
123600-A
061000-D
123600-C
096513-A
061000-C
2' - 1" 079200-A
123600-B
4"
7' -6
5'
1"
5'
3/
8'
1/
1/
1"
0'
1"
0'
1"
0'
0'
1"
0'
1"
0'
9" 6"
3"
3"
1' -6
1'
6"
1/
2"
2' 1'
6"
1"
3' 2'
1'
3/ 4"
4'
2' 1'
1/
2"
6' 4'
2'
3/ 8"
8'
4'
3/
8' 4'
2'
1/ 4"
8'
4'
1/ 8"
XXXXXX-Y
GENERAL NOTES
REFERENCE KEYNOTES
Drawing Title
VA FORM 08 - 6231
F
CONSULTANTS:
750 W HAMPDEN AVE
SUITE 300
ENGLEWOOD, CO 80110
(720) 550-6307
WWW.VALHALLAENGINEERING.COM
10987654321
10987654321
E
D
C
B
A
F
E
D
C
B
A
ARCHITECT/ENGINEERS: STAMP:
Approved: Project Director
Phase Project Title
Location
Issue Date Checked Drawn
Project Number
Drawing Number
Building Number
SEE REVISION
SCHEDULE
R E
V
IS
IO
N
S C
H E
D U
L E
A ut od es k D oc s:
//2 2.
_D ur ha m _N
C _B oi le rs _R
/2
2.
_A R
C H
.r vt
5/
/2
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:0
P
M
AE201
ELEVATIONS - INTERIOR REPLACE BOILERS
508 FULTON ST, DURHAM, NC 27705
558-22-152
07, 24
GDD AW
100% CONSTRUCTION
DOCUMENTS IFB
VEG 22.04
3/8" = 1'-0"
CONTROL ROOM ELEVATION - BUILDING 7
D7
3/8" = 1'-0"
SECTION THRU COUNTER - BUILDING 7
D5
3/8" = 1'-0"
CONTROL ROOM NORTH ELEVATION - BUILDING 24
B7
3/8" = 1'-0"
CONTROL ROOM WEST ELEVATION - BUILDING 24
B5
1 1/2" = 1'-0"
BASE CABINET DETAIL SECTION
F5
1 1/2" = 1'-0"
COUNTERTOP SUPPORT
F7
061000-C WOOD BLOCKING
061000-D PLYWOOD
079200-A JOINT SEALANT
096513-A RESILIENT BASE, RE FINISH SCHEDULE
123200-A PLASTIC LAMINATE CASEWORK
123200-G PULL
123600-A COUNTERTOP, RE FINISH SCHEDULE
123600-B BACKSPLASH, RE FINISH SCHEDULE
123600-C COUNTER BRACKET
Number: Revision: Date:
0 100% CONSTRUCTION DOCUMENTS 12/29/2023
5'
5'
3' - 4" 1' - 4"
PROPANE
ENCLOSURE
108B
108A
3' - 4" 1' - 4" 9"2' - 8"1' - 8" 1' - 0"
6' - 0" 6' - 0"
1'
18' - 6"
Sim
AE411
F2
Sim
AE411
E2
10' - 0"
1' - 0 1/2"
6" 10' - 0" 6"
PROPANE
ENCLOSURE
A. REFER TO SHEETS GI002 AND A-001 FOR ADDITIONAL NOTES,
ABBREVIATIONS, AND SYMBOLS.
B. REFER TO OTHER DISCIPLINES FOR ADDITIONAL INFORMATION.
C. INSTALLATION OF STEEL STAIRS AND ELEVATED PLATFORMS SHALL OCCUR
AFTER INSTALLATION OF BOILERS.
D. PAINT VERTICAL FACE OF HOUSEKEEPING PADS AND ON TOP 3" FROM EDGE.
E. PATCH ROOF PENETRATIONS PER MANUFACTURER'S INSTRUCTIONS.
D
F7
AE311
F3
AE311
Sim
AE411
F4
3'
4"
(HINGE)
4"
(JAMB)
SCHEDULED DOOR
NON-FIRE-RESISTANT
RATED (NON-FRR)
PARTITION AS SCHEDULED
SEALANT AT PERIMETER
OF FRAME (BOTH SIDES)
INTERSECTING WALL LINE
WHERE OCCURS UNO
EXISTING MASONRY WALL
(HINGE)
4"
(JAMB)
SCHEDULED DOOR
NON-FIRE-RESISTANT RATED
(NON-FRR) PARTITION AS
SCHEDULED
SEALANT AT PERIMETER
OF FRAME (BOTH SIDES)
INTERSECTING WALL LINE
WHERE OCCURS UNO
SCHEDULED DOOR
SEALANT AT PERIMETER
OF FRAME (BOTH SIDES)
NON-FIRE-RESISTANT RATED
(NON-FRR) PARTITION AS
SCHEDULED
"J" MOLD
MORTAR JOINT
6"
3'
M A
X
NARROW LITE
4"
3'
P E
R S
C H
E D
U
LE
PER SCHED
MASONRY DOOR FRAME
4"
2" PER SCHED 2"
7' -6
5'
1"
5'
3/
8'
1/
1/
1"
0'
1"
0'
1"
0'
0'
1"
0'
1"
0'
9" 6"
3"
3"
1' -6
1'
6"
1/
2"
2' 1'
6"
1"
3' 2'
1'
3/ 4"
4'
2' 1'
1/
2"
6' 4'
2'
3/ 8"
8'
4'
3/
8' 4'
2'
1/ 4"
8'
4'
1/ 8"
KEY PLAN
GENERAL NOTES
SHEET KEYNOTES
P la n N or th
True North
BLDG 7
BLDG 24
Drawing Title
VA FORM 08 - 6231
F
CONSULTANTS:
750 W HAMPDEN AVE
SUITE 300
ENGLEWOOD, CO 80110
(720) 550-6307
WWW.VALHALLAENGINEERING.COM
10987654321
10987654321
E
D
C
B
A
F
E
D
C
B
A
ARCHITECT/ENGINEERS: STAMP:
Approved: Project Director
Phase Project Title
Location
Issue Date Checked Drawn
Project Number
Drawing Number
Building Number
SEE REVISION
SCHEDULE
R E
V
IS
IO
N
S C
H E
D U
L E
A ut od es k D oc s:
//2 2.
_D ur ha m _N
C _B oi le rs _R
/2
2.
_A R
C H
.r vt
5/
/2
1:
:4
P
M
AE411
ENLARGED PLANS, DOOR DETAILS,
AND SCHEDULES
REPLACE BOILERS
508 FULTON ST, DURHAM, NC 27705
558-22-152
MVP GDD
100% CONSTRUCTION
DOCUMENTS IFB
VEG 22.04
1/2" = 1'-0"
FLOOR PLAN - LEVEL 1 - BUILDING 7 PROPANE ENCLOSURE
F6
1/2" = 1'-0"
REFLECTED CEILING PLAN - LEVEL 1 - BUILDING 7 PROPANE ENCLOSURE
D6
1. MAXIMUM (3) PROPANE TANKS AND STORAGE RACK
2. APPROXIMATE LOCATION OF EXISTING PROPANE PIPE WALL PENETRATION
3. INTAKE LOUVER; RE: MECH
4. CONCRETE FILLED STEEL TUBE BOLLARDS, PAINTED YELLOW, TYP
5. EXISTING EMERGENCY PHONE
6. SLOPED ROOF DECK ABOVE; GYPSUM BOARD ATTACHED TO BOTTOM OF
STRUCTURE
7. ALIGN EXTERIOR FACE OF NEW PROPANE ENCLOSURE MASONRY WALL
WITH THE INSIDE FACE OF THE EXISTING LOUVER OPENING
Number: Revision: Date:
0 100% CONSTRUCTION DOCUMENTS 12/29/2023
A 100% CONSTRUCTION DOCUMENTS - ADDENDUM A 12/18/2025
A3 100% CONSTRUCTION DOCUMENTS - ADDENDUM C 06/28/2026
1/2" = 1'-0"
FLOOR PLAN - LEVEL 2 - BUILDING 7 - CATWALK ACCESS
B6
FINISH SCHEDULE
NUMBER NAME
FLOORS WALLS
CEILING
WALL
PROTECTION
REMARKS
FLOOR BASE NORTH EAST SOUTH WEST
24-02 CONTROL CENTER EX RB-1 PT-1 PT-1 PT-1 PT-1 EX -- STEAM CLEAN EXISTING FLOOR
ENGINEERING CONTROL
CENTER
EX EX PT-1 PT-1 EX EX EX --
STEAM CLEAN EXISTING FLOOR, REPLACE WALL BASE AT NORTH AND
EAST WALLS, MATCH EXISTING
108 PROPANE ENCLOSURE SC-1 SC-1 PT-1 PT-1 PT-1 PT-1 GYP WP-1
FINISH LEGEND
SYMBOL MATERIAL MANUFACTURER TYPE COLOR COMMENTS
FLOOR FINISH
SC SEALED CONCRETE TBD CONCRETE SEALER CLEAR
WALL BASE
RB-1 RESILIENT BASE (RUBBER OR VINYL) EX RESILIENT RUBBER BASE MATCH EXISTING CONTROL ROOM 107
WALL FINISH
PNT-1 PAINT SHERWIN WILLIAMS INTERIOR LATEX MATCH EXISTING CONTROL ROOM 107
PNT-2 PAINT SHERWIN WILLIAMS INTERIOR LATEX MATCH EXISTING HANDRAILS (BLUE) NEW HANDRAILS AND STEEL FABRICATIONS
PNT-3 PAINT SHERWIN WILLIAMS EXTERIOR LATEX
MATCH EXISTING DOORS AND FRAMES
(DARK BRONZE)
NEW DOORS AND FRAMES
SPECIALTY
WP-1 WALL PROTECTION TBD DIAMOND PLATE NATURAL FINISH
ALUMINUM (1.6MM) OR STAINLESS STEEL
(18GA) OR CARBON STEEL (14GA) WAINSCOT
AS SHOWN
CASEWORK
PLAM-1 PLASTIC LAMINATE WILSONART HIGH PRESSURE LAMINATE LAPIS BLUE (D417)
SS-1 SOLID SURFACE WILSONART
1/2" SOLID SURFACE COUNTERTOP AND
BACKSPLASH
CASHMERE MIRAGE (9135MG)
CEILING FINISH
ACT-1 ACOUSTICAL CEILING TILE EX EX EX EXISTING CEILING TO REMAIN
GYP PAINTED GYPSUM BOARD SHERWIN WILLIAMS INTERIOR LATEX - SATIN CEILING WHITE NEW CEILING
HARDWARE SET: HW-EXT
DOOR: #108B
3 Hinge (A8112) US26D 1 Electric Power Transfer 630 1 Fail Secure Lock (F07, E01, E06) 626 1 Interchangeable Core (E09241) 26 1 Cylinder 626 1 Surface Closer (C02021-PT4G) 689 1 Kick Plate (J102) US32D 1 Adhesive Gasketing (ROY154) -- 1 Rain Guard (ROY976) -- 1 Door Sweep (ROY416) -- 1 Threshold-Outswing (J36130) -- 1 Frame Harness -- 1 Door Harness -- 1 Card Reader -- 1 Power Supply -- 1 Latch Protector US32D
NOTES:
120VAC, power, conduit, and wiring by Division 26.
Card Reader by Division 28.
Door normally closed and locked.
Entrance by presenting a valid card to card-reader.
Egress allowed at all times.
Loss of power maintains security from lock side, entrance by mechanical key only.
DOOR SCHEDULE
NUMBER ROOM NAME
DOOR FRAME
RATING
DETAIL
LOCKSET REMARKS
SIZE TYPE MATERIAL FINISH TYPE MATERIAL FINISH HEAD JAMB SILL
108A PROPANE ENCLOSURE 36" x 84" 1 HM - I PT-3 MAS HM PT-3 -- E1/AE411 E1/AE411 HW-INT GYPSUM BOARD WALL
108B PROPANE ENCLOSURE 36" x 84" 1 HM - I PT-3 MAS HM PT-3 -- F1/AE411 F1/AE411 HW-EXT MASONRY VENEER WALL
203 STORAGE 36" x 84" 1 HM - I PT-3 MAS HM PT-3 -- F3/AE411 F3/AE411 HW-INT CMU BLOCK WALL
3" = 1'-0"
FRAME DETAIL - DOUBLE RABBET, INSET (MASONRY PARTITION)
F4
3" = 1'-0"
FRAME DETAIL - DOUBLE RABBET, WRAP AROUND (NON-FRR GB PARTITION)
E2
3" = 1'-0"
FRAME DETAIL - DOUBLE RABBET, INSET (EXTERIOR)
F2
NTS
DOOR TYPE - 1
NTS
FRAME TYPE - MAS
HARDWARE SET: HW-INT
DOOR: #108A, 203
3 Hinge (A8112) US26D 1 Passage Lockset (F01) 626 1 Interchangeable Core (E09241) 26 1 Cylinder 626 1 Surface Closer (C02021-PT4G) 689 1 Kick Plate (J102) US32D 3 Door Silencer (L03011) -- 1 Door Sweep (ROY416) -- 1 Threshold (J32100) -- 1 Wall Stop (L02101) US26D
DOOR SCHEDULE LEGEND
HM HOLLOW METAL
HM-I HOLLOW METAL - INSULATED
HW-EXT HARDWARE - EXTERIOR
HW-INT HARDWARE - INTERIOR
MAS MASONRY
PT PAINT
A. PROVIDE SCHEDULED BASIS OF DESIGN OR APPROVED EQUAL. REFER TO
SPECIFICATIONS 01 33 23 AND 23 05 10 FOR FURTHER REQUIREMENTS.
B. SELECT EQUIPMENT FOR SCHEDULED PERFORMANCE AT 400 FT ELEVATION.
C. ALL ITEMS THAT REQUIRE ACCESS, SUCH AS FOR OPERATING, CLEANING,
SERVICING, MAINTENANCE, AND CALIBRATION, SHALL BE EASILY AND SAFELY
ACCESSIBLE BY PERSONS STANDING AT FLOOR LEVEL, OR STANDING ON
PERMANENT PLATFORMS, WITHOUT THE USE OF PORTABLE LADDERS.
EXAMPLES OF THESE ITEMS INCLUDE BUT ARE NOT LIMITED TO ALL TYPES OF
VALVES, FILTERS AND STRAINERS, TRANSMITTERS, CONTROL DEVICES.
PRIOR TO COMMENCING INSTALLATION WORK, REFER CONFLICTS BETWEEN
THIS REQUIREMENT AND CONTRACT DOCUMENTS TO THE COR FOR
RESOLUTION. FAILURE OF THE CONTRACTOR TO RESOLVE OR POINT OUT
ANY ISSUES WILL RESULT IN THE CONTRACTOR CORRECTING AT NO
ADDITIONAL COST OR TIME TO THE GOVERNMENT.
SCHEDULE GENERAL NOTES:
A. REFER ALSO TO SPECIFICATION
SECTION 23 82 00.
SCHEDULE GENERAL NOTES:
A. REFER ALSO TO SPECIFICATION
SECTION 23 22 13.
SCHEDULE GENERAL NOTES:
A. REFER ALSO TO SPECIFICATION
SECTION 23 50 11.
REMARKS:
1. PROVIDE PUMP STRAINER.
2. PROVIDE AUTOMATIC DUPLEX PUMP
CONTROL.
3. PROVIDE CONTINUOUS DUTY
PUMPS.
SCHEDULE GENERAL NOTES:
A. REFER ALSO TO SPECIFICATION
SECTION 23 50 11. AND 23 10 00
REMARKS:
1. INCLUDE SECONDARY
CONTAINMENT TOP ENCLOSURE.
2. DOUBLE WALL CONSTRUCTION.
SCHEDULE GENERAL NOTES:
A. REFER ALSO TO SPECIFICATION
SECTION 23 50 11.
1. PROVIDE AFTERCOOLER PACKAGE.
SCHEDULE GENERAL NOTES:
A. REFER ALSO TO SPECIFICATION
SECTION 23 50 11.
REMARKS:
1. SCHEDULED MIN BTUH IS
EXCHANGED AT 100% LOAD ON
RESPECTIVE BOILER.
2. PROVIDED BY BOILER
MANUFACTURER.
SCHEDULE GENERAL NOTES:
A. REFER ALSO TO SPECIFICATION
SECTION 23 50 11.
SCHEDULE GENERAL NOTES:
A. REFER ALSO TO SPECIFICATION
SECTION 23 52 39.
REMARKS:
1. SINGLE POINT POWER CONNECTION
FOR INTEGRAL COMPONENTS (EG
BLOWERS, CONTROLS, ETC) PER
SPECIFICATIONS.
2. PROVIDE CLEAVER BROOKS
CBLE-4W OR APPROVED EQUAL.
SUPERIOR OR UNIILUX ARE
ACCEPTABLE ALTERNATIVES FOR
THE BUILDING FOOTPRINT.
3. BOILER MANUFACTURER SHALL
PROVIDE AN AIR COMPRESSOR PER
BOILER
SCHEDULE GENERAL NOTES:
A. REFER ALSO TO SPECIFICATION 23
05 10.
REMARKS:
1. SINGLE POINT POWER CONNECTION
FOR INTEGRAL COMPONENTS (EG
BLOWERS, CONTROLS, ETC) PER
SPECIFICATIONS.
2. PROVIDE WITH INTEGRAL
ATOMIZING AIR COMPRESSOR FOR
BACKUP FUEL BURNER.
3. BOILER MANUFACTURER SHALL
PROVIDE AN AIR COMPRESSOR PER
BOILER
4. PROVIDE WITH WATER SOFTNENER,
AND TRANSFORMER.
SCHEDULE GENERAL NOTES:
A. REFER ALSO TO SPECIFICATION
SECTION 23 50 11.
REMARKS:
1. PUMPS SHALL OPERATE AS ONE
STATION. 1 PUMP IS SIZED FOR 2/3
BOILER PLANT LOAD. 2 PUMPS
TOGETHER SHALL OPERATE AS
SCHEDULED. ONE PUMP STANDBY
SEE SPECIFICATIONS FOR TEST
AND BALANCE REQUIREMENTS.
SCHEDULE GENERAL NOTES:
A. REFER ALSO TO SPECIFICATION
SECTION 23 50 11 AND 23 10 00.
REMARKS:
1. HEATER 115/1/60 POWER.
REMARKS:
1. REFER ALSO TO SPECIFICATION
SECTION 23 22 13.
2. MAX WIDE OPEN VALVE FLOW AT
SET PRESSURE + 5 PSIG SHALL BE
LESS THAN ASSOCIATED SAFETY
RELIEF VALVE.
3. PROVIDE SAFETY RELIEF VALVE
SIZED FOR FULL CAPACITY OF
SELECTED PRV AT 80 PSIG IN.
SCHEDULE GENERAL NOTES:
A. REFER ALSO TO SPECIFICATION
SECTION 23 34 00.
1. PROVIDE WITH WALL SHUTTER.
7' -6
5'
1"
5'
3/
8'
1/
1/
1"
0'
1"
0'
1"
0'
1"
0'
1"
0'
9" 6"
3"
3"
1' -6
1'
6"
1/
2"
2' 1'
6"
1"
3' 2'
1'
3/ 4"
4'
2' 1'
1/
2"
6' 4'
2'
3/ 8"
8'
4'
3/
8' 4'
2'
1/ 4"
8'
4'
1/ 8"
GENERAL NOTES
Drawing Title
VA FORM 08 - 6231
F
CONSULTANTS:
750 W HAMPDEN AVE
SUITE 300
ENGLEWOOD, CO 80110
(720) 550-6307
WWW.VALHALLAENGINEERING.COM
10987654321
10987654321
E
D
C
B
A
F
E
D
C
B
A
ARCHITECT/ENGINEERS: STAMP:
Approved: Project Director
Phase Project Title
Location
Issue Date Checked Drawn
Project Number
Drawing Number
Building Number
SEE REVISION
SCHEDULE
R E
V
IS
IO
N
S C
H E
D U
L E
A ut od es k D oc s:
//2 2.
_D ur ha m _N
C _B oi le rs _R
/2
2.
_M P
.r vt
5/
/2
2:
:2
P
M
MQ601
EQUIPMENT & DEVICE SCHEDULES REPLACE BOILERS
508 FULTON ST, DURHAM NC 27705
558-22-152
MR MB
100% CONSTRUCTION
DOCUMENTS
VEG 22.04
STEAM TRAP (ST) SCHEDULE
MARK LOCATION
SYSTEM AND/OR
SERVICE
CAPACITY AT
MIN DP
MIN DP
(PSIG)
MIN INLET
PRESSURE
(PSIG) TRAP TYPE REMARKS
ST-DS DRIP STATIONS
LPS,MPS,HPS AS
APPLICABLE
REF 23 22 13 REF 23 22 13 REF 23 22 13 IB -
ST-UH-1 BLDG 7 MPS 89 2 30 IB -
ST-UH-2
WATER
TREATMENT RM
MPS 19 2 30 IB -
ST-UH-3 BLDG 24 MPS 49 2 30 IB -
ST-UH-4 BLDG 7 MPS 89 0.25 25 IB -
ST-UH-5
WATER
TREATMENT RM
MPS 19 0.25 25 IB -
ST-UH-6 BLDG 24 MPS 49 0.25 25 IB -
FUEL OIL PUMP (FOP) SCHEDULE
MARK LOCATION SYSTEM GPM
DISCHARGE
PRESSURE
(PSIG) OIL GRADE
OIL
TEMP
(°F)
VISCOSITY
RANGE
(SSU)
SUCTION
LIFT
(IN HG)
ELECTRICAL/MOTOR
DATA BOD MFR AND
MODEL REMARKSHP VAC PH
7-FOP-1 BOILER ROOM FUEL OIL 7 100 NO. 2 D AMB. 32-1000 4.41 3/4 115 1
SIMPLEX® DUPLEX
BD SKS-30
1,2,3
FUEL OIL TANK (FOT) SCHEDULE
MARK LOCATION SYSTEM
FUEL OIL
TYPE
CAPACITY
(GAL)
MAX DIMENSIONS ALARM
SYSTEM
LEVEL
INDICATOR BOD MFR AND MODEL REMARKSH (IN) L (IN) W (IN)
7-FOT-1 OUTSIDE FUEL OIL NO. 2 D 25,000 127 471 127 YES YES GENERAL INDUSTRIES ACT-100U 1,2
7-FOT-2 OUTSIDE FUEL OIL NO. 2 D 30,000 127 471 127 YES YES GENERAL INDUSTRIES ACT-100U 1,2
BLOWOFF/BLOWDOWN TANK (BDT) SCHEDULE
MARK LOCATION SYSTEM QTY
CAPACITY
(GAL)
MAX DIMENSIONS BOD MFR AND
MODEL REMARKSH (IN) L (IN) D (IN)
7-BDT-1
WATER
TREATMENT RM
BBD 1 572 107 72 36
BRYAN
BDT-6080-600-E55
BOILER ECONOMIZER HEAT EXCHANGER (BEHX) SCHEDULE
SCHEDULE
CATEGORY MARK LOCATION SYSTEM MIN BTUH
FEED
WATER
EWT
(°F)
FEED
WATER
FLOW
(GPM)
FEED
WATER
VOLUME
(GAL)
MAX FEED
WATER
WPD
(PSIG)
FLUE
GAS PD
(IN WG)
LIQUID
RELIEF SET
POINT
(PSIG) REMARKS
BEHX 7-BEHX-1 BOILER 1 7-SB-1 FW 545,000 210 42.2 13.6 1 0.5 275 1,2
BEHX 7-BEHX-2 BOILER 2 7-SB-2 FW 545,000 210 42.2 13.6 1 0.5 275 1,2
BEHX 7-BEHX-3 BOILER 3 7-SB-3 FW 545,000 210 42.2 13.6 1 0.5 275 1,2
STEAM VENT SILENCER (SVS) SCHEDULE
MARK LOCATION SYSTEM
FLOW
(LB/HR) DBA @ 3 FT
OUTLET
SIZE
(IN)
BOD MFR AND
MODEL REMARKS
7-SVS-1
STEAM HEADER
TEST VENT
VENT 25,000 85 8"
IMI EVO
24-121-161
STEAM BOILER (SB) SCHEDULE
MARK LOCATION
STEAM
GENERATED
(LB/HR)
AREA AND/OR
BLDG SERVED TYPE
MIN
OUTPUT
CAPACITY
(BHP)
OPERATING
PRESS
(PSIG)
DESIGN
FEED
WATER
TEMP
(°F)
NATURAL GAS #2 FUEL OIL
RELIEF VALVE
SETTING
(PSIG)
FIRST
CUTOUT
SETTING
(PSIG)
SECOND
CUTOUT
SETTING
(PSIG)
ELECTRICAL DATA MAX PHYSICAL DATA
BOD MFR AND
MODEL REMARKS
MIN TURN
DOWN
AVAILABLE
PRESS
(PSIG)
INPUT
(MBH)
OUTPUT
(MBH)
MIN TURN
DOWN
AVAILABLE
PRESS
(PSIG)
INPUT
(MBH)
OUTPUT
(MBH) VAC PH MCA MOCP
LENGTH
(IN)
SHELL
DIAMETER
(IN)
HEIGHT
(IN)
WEIGHT
(LB)
7-SB-1 BLDG 7 20,000 DURHAM VAMC FIRE TUBE 600 80 210 10:1 10 24,500 20,100 8:1 100 24,500 20,100 110 AND 120 95 100 208 3 138 A 150 287 102 134 80,000 REMARK 2 1,2,3
7-SB-2 BLDG 7 20,000 DURHAM VAMC FIRE TUBE 600 80 210 10:1 10 24,500 20,100 8:1 100 24,500 20,100 110 AND 120 95 100 208 3 138 A 150 287 102 134 80,000 REMARK 2 1,2,3
7-SB-3 BLDG 7 20,000 DURHAM VAMC FIRE TUBE 600 80 210 10:1 10 24,500 20,100 8:1 100 24,500 20,100 110 AND 120 95 100 208 3 138 A 150 287 102 134 80,000 REMARK 2 1,2,3
FUEL TANK POLISHER (FTP) SCHEDULE
MARK LOCATION SYSTEM
FUEL OIL
TYPE GPM
MAX DIMENSIONS ALARM
SYSTEM
33% CYCLE
TIME
VISCOSITY
(SSU)
PRESSURE
(PSI)
ELECTRICAL DATA BOD MFR AND
MODEL
REMARKS
H (IN) L (IN) W (IN) MOTOR HP VOLTAGE PH
7-FTP-1 OUTSIDE FUEL OIL DIESEL 40 67 36 58 YES 6 HR 32 50 3 208 3
SIMPLEX ® SMART
FILTER SFG40
TEMPORARY STEAM BOILER (SB) SCHEDULE
MARK LOCATION
STEAM
GENERATED
(LB/HR)
AREA AND/OR
BLDG SERVED TYPE
MIN
OUTPUT
CAPACITY
(BHP)
OPERATING
PRESS
(PSIG)
DESIGN
FEED
WATER
TEMP
(°F)
MIN
TURN
DOWN
NATURAL GAS #2 FUEL OIL
RELIEF VALVE
SETTING
(PSIG)
FIRST
CUTOUT
SETTING
(PSIG)
SECOND
CUTOUT
SETTING
(PSIG)
ELECTRICAL DATA MAX PHYSICAL DATA
BOD MFR AND
MODEL REMARKS
AVAILABLE
PRESS
(PSIG)
INPUT
(MBH)
OUTPUT
(MBH)
AVAILABLE
PRESS
(PSIG)
INPUT
(MBH)
OUTPUT
(MBH) VAC PH MCA MOCP
LENGTH
(IN)
WIDTH
(IN)
HEIGHT
(IN)
WEIGHT
(LB)
SB-TEMP-1 BLDG 24 27,600 BOILER PLANT FIRE TUBE 800 80 212 8:1 10 33,500 26,080 100 41,050 26,080 110 AND 120 95 100 208 3 180 200 312 116 132 85000
CLEAVERBROOKS
SB53-GA-01
1,2,3
SB-TEMP-2 BLDG 24 27,600 BOILER PLANT FIRE TUBE 800 80 212 8:1 10 33,500 26,080 100 41,050 26,080 110 AND 120 95 100 208 3 180 200 312 116 132 85000
CLEAVERBROOKS
SB53-GA-01
1,2,3
SB-TEMP-3 OUTSIDE 34,500 BOILER PLANT FIRE TUBE 1000 80 - 6:1 10 - - 300 - - 110 AND 120 95 100 208 3 180 200 684 102 162 90000
VICTORY ENERGY
F2-DB-282L-1000X-S2
50-RB-M
1,2,3,4
BOILER SYSTEM PUMP SCHEDULE
MARK LOCATION
AREA AND/OR BLDG
SERVED
FLUID GPM
HEAD
(FT WG)
FLUID
TEMP
(°F)
MIN %
EFF
ELECTRICAL/MOTOR DATA
BOD MFR
AND MODEL
REMARKS
HP VAC PH
MAX
RPM
SPEED
CONTROL
FWP-1 BLDG 7
BOILER PLANT FEED
WATER
FEEDWATER 63 492 210 - 15 208 3 1750 VFD
GRUNDFOS
CR 15
FWP-2 BLDG 7
BOILER PLANT FEED
WATER
FEEDWATER 63 492 210 - 15 208 3 1750 VFD
GRUNDFOS
CR 15
FWP-3 BLDG 7
BOILER PLANT FEED
WATER
FEEDWATER 63 492 210 - 15 208 3 1750 VFD
GRUNDFOS
CR 15
STEAM PRESSURE REDUCING VALVE (SPRV) SCHEDULE
MARK LOCATION
SYSTEM AND/OR
SERVICE
MIN
CAPACITY
(LB/HR)
PRESSURE
IN
(PSIG)
PRESSURE
OUT
(PSIG) REMARKS
7-PRV-2
MEZZANINE
PRV
STATION
UNIT HEATERS 443 80 30 1,2,3
STEAM UNIT HEATER (SUH) SCHEDULE
MARK
AREA
SERVED
MIN. HEAT
(MBH)
STEAM
PRESSURE
(PSIG)
CONDENSATE
LOAD (LB/HR)
MIN. HEATING
(CFM)
HEATING COIL
EAT (°F)
HEATING COIL
LAT (°F) MOTOR HP VOLTAGE PHASE MOCP
BOD MFR AND
MODEL REMARKS
7-UH-1
BOILER
ROOM
87 30 89 1665 60 118 1/15 120 1 15
MODINE V95
SERIES
VERT
7-UH-2
BOILER
ROOM
87 30 89 1665 60 118 1/15 120 1 15
MODINE V95
SERIES
VERT
7-UH-3
BOILER
ROOM
87 30 89 1665 60 118 1/15 120 1 15
MODINE V95
SERIES
VERT
7-UH-4
BOILER
ROOM
87 30 89 1665 60 118 1/15 120 1 15
MODINE V95
SERIES
VERT
7-UH-5
WATER
TEST RM
18 30 19 340 60 107 1/60 120 1 15
MODINE HC18
SERIES
HORIZ
7-UH-6
WATER
SOFT. RM
18 30 19 340 60 107 1/60 120 1 15
MODINE HC18
SERIES
HORIZ
7-UH-7
PROPANE
STORAGE
18 30 19 120 60 107 1/60 120 1 15
MODINE HC18
SERIES
HORIZ
24-UH-1 BLDG 24 63 30 92 1120 60 119 1/12 120 1 15
MODINE HC47
SERIES
HORIZ
24-UH-2 BLDG 24 63 30 92 1120 60 119 1/12 120 1 15
MODINE HC47
SERIES
HORIZ
EXHAUST FAN (EF) SCHEDULE
MARK LOCATION AREA SERVED
AIRFLOW
(CFM)
ESP
(IN WG)
FAN MOTOR
BAS
CONTROLS BOD MFR AND MODEL REMARKSTYPE DRIVE
DUTY RPM
% OF MAX
ELECTRICAL SPEED
CONTROLHP VAC Φ MCA MOCP
24-EF-2 BLDG 24
TEMPORARY
CONTROL RM
120 0.5 PROPELLER DIRECT 80 1/4 208 1 2.6 15 EC - LOCAL
VARIABLE
SPEED
GREENHECK
AER-20-03-0605-VG
24-EF-1 BLDG 24
TEMPORARY BOILER
RM
4710 0.5
POWER ROOF
VENTILATOR -
DOWNBLAST
DIRECT 85 2 208 3 15.8 25 EC - LOCAL
VARIABLE
SPEED
GREENHECK RE2-36 --
7-EF-1 BLDG 07 PROPANE STORAGE 70 0.1 CENTRIFUGAL DIRECT 80 1/15 115 1 1.3 15 EC - LOCAL
VARIABLE
SPEED
GREENHECK G-070-VG
Number: Revision: Date:
0 100% CONSTRUCTION DOCUMENTS 12/29/2023
1 100% CONSTRUCTION DOCUMENTS ADDENDUM 1 12/18/2025
3 100% CONSTRUCTION DOCUMENTS ADDENDUM 3 05/28/2026
| Sheets |
| AD113 - DEMOLITION PLANS - BUILDING 24 |
| ADDENDUM 3 MECHANICAL |
| 2026.06.08 Durham Boiler Propane Fndn 2 |
| SB101 - FOUNDATION PLAN |
| SB301 - FOUNDATION SECTIONS |
File details come from the government source that posted it. Updated .