Attachment 1C - Notional Project DWGs - FB-00007-21-FB-00009-21.pdf
PDF 3 MB Posted
- Attached to
- Fort Bragg DPW Vertical Construction Federal contract opportunity
- Solicitation number
- W91247-20-R-0009
About this file
This document package includes drawings and specifications for the revitalization of buildings M-6205 and M-2505 at Fort Bragg, North Carolina. The project involves interior and exterior renovations including new flooring, ceilings, windows, doors, siding, roofing and site work. Interior work includes upgrades to bathrooms to comply with accessibility standards. The drawings provide existing conditions, demolition plans, new construction plans, elevations and sections along with notes, schedules and details. Specifications reference applicable construction divisions for items such as concrete, masonry, metals, wood and plastics, thermal and moisture protection, openings and finishes. The project number is FB-00007-21 and FB-00009-21.
The federal contract opportunity is a solicitation for Vertical Construction Services multiple award indefinite delivery indefinite quantity contracts to support the Directorate of Public Works at Fort Bragg, North Carolina. The IDIQ contracts will allow DPW-FB to execute a variety of maintenance, repair, minor construction and energy projects at Fort Bragg involving trades such as carpentry, roofing, electrical work, HVAC, plumbing, masonry, demolition and other general construction. The solicitation number is W91247-20-R-0009 and was issued by the Department of the Army Mission and Installation Contracting Command. The response due date is not provided.
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PUBLICWORKS PUBLICWORKS
NUMBER
REFERENCE
SHEET
BRAGG
F O
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INDEX OF DRAWINGS
REVITALIZE M-6205 & M-2505
FB-00007-21 & FB-00009-21
FORT BRAGG, NC
RFP SOW
REFERENCE
SHEET
BRAGG
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SWIMMING
D4049
POOL
SWIMMING
C50
SW
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MI
NG
POOL
GYM & POOL
BASEBALL F
IELD
SOFTBALL F
IELD
MULTIATH F
IELD
RUNNING T
RACK
CEMETERY
POST
CEMETERY
VETERAN AFFAIRS
CEMETERY
VETERAN AFFAIRS
0'
T A
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N O .5
(R
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HELIPAD
PARKING
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OFFICE (DRMO) BLDG. NO. J-1334
DEFENSE REUTILIZATION MARKETING
VICINITY MAP
FORT BRAGG CANTONMENT
NC AREA OFFICE BLDG NO. 3-1933
US ARMY CORPS OF ENGINEERS (USACE)
PUBLIC WORKS BUSINESS CENTER
BUILDING NO. 3-1631
ALL TRUCKS KNOX STREET
ACCESS CONTROL POINT
1:20,000
M
IL
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A R
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CAMP MACKALL
FORT BRAGG
DISPOSAL AND RECYCLING GENERAL NOTES
DISPOSED OFF OF THE INSTALLATION.
THE INSTALLATION LANDFILL IS CLOSED, ALL DEBRIS MUST BE
PROJECT VICINITY
REFERENCE
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NUMBER
REFERENCE
SHEET
BRAGG
F O
R T B
R A
G G
N C
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IR
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T O
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F P
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3 41 2
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E M
-6 M
-2
-0
-2
F
B -0
-2
F B -0
-2
1/16" = 1'-0"
LANDSCAPE PLAN M-2505
LANDSCAPE PLAN M-6205
1/16" = 1'-0"
KEY NOTES
NEW CONCRETE RAMP AND HANDRAILS01
LANDSCAPE BLOCK WALL SEAT02
CONCRETE WITH LIGHT SAND FINISH, WARM COLOR.03
EXISTING PARKING LOT04
REFERENCE
SHEET
BRAGG
F O
R T B
R A
G G
N C
D
IR
E C
T O
R A T E O
F P
U B
L
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C H
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K E
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C T N
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B E
R
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A L E
OFSHEET
D R
A W
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U M
B E
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3 41 2
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B
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3 41 2
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A-100
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R G
G M
A L
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IS
T
IN
G F
L O
O R P
L A
N
NUMBER
REFERENCE
SHEET
BRAGG
F O
R T B
R A
G G
N C
D
IR
E C
T O
R A T E O
F P
U B
L
IC
W
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D E P
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T M
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F T
H E A
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A S S
H O
W N
M A
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D E S
C R
IP
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N D
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D E S
IG
N B
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D B
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D R
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C H
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K E
D B
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D A T E
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C T N
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R
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IN
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R
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3 41 2
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IT
A L
IZ
E M
-6 M
-2
-0
-2
F
B -0
-2
F B -0
-2
82'-3"14'-4" 2'-0"
98'-7"
82'-3"14'-4" 2'-0"
98'-7"
1/4" = 1'-0"
EXISTING FLOOR PLAN
VERIFY ALL DIMENSIONS AND JOB SITE CONDITIONS.
ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
MEASUREMENT VERIFICATION: DIMENSIONS SHOWN ON DRAWINGS
HAZARDOUS WASTE CONTAINS LEAD.
DETERMINING WHETHER IT IS HAZARDOUS WASTE AND WHETHER THE
THE PERSON GENERATING THE WASTE IS RESPONSIBLE IN
TO BE APPLIED TO ALL FACILITIES. WHENEVER WASTE IS GENERATED,
RESIDUES AT FB ARE PRESUMED TO CONTAIN LEAD, THIS STANDARD IS
MATERIALS. SINCE ALL PAINTED OR STAINED SURFACES AND
1926.62) REGULATES THE WORK PRACTICES FOR LEAD-CONTAINING
LEAD: THE OSHA STANDARDS FOR LEAD-CONSTRUCTION (29-CFR
CONTAINS ASBESTOS.
HAZARDOUS WASTE AND WHETHER THE HAZARDOUS WASTE
WASTE IS RESPONSIBLE IN DETERMINING WHETHER IT IS
WHENEVER WASTE IS GENERATED, THE PERSON GENERATING THE
LABORATORY RESULTS INDICATED THAT ACM WAS DETECTED.
PRESENCE OF ASBESTOS CONTAINING MATERIAL (ACM).
BY THE GOVERNMENT. AN INSPECTION WAS CONDUCTED FOR THE
ASBESTOS: A HAZARDOUS MATERIALS SURVEY HAS BEEN PROVIDED
DEMOLITION GENERAL NOTES
SYSTEM IS ADVERSELY DAMAGED.
STRUCTURAL SYSTEMS WHERE DAMAGED OR THE STRUCTURE
COMPONENTS TO REMAIN, UNLESS OTHERWISE INDICATED, REPAIR
DECONSTRUCTION SCOPE OF WORK. ALL BUILDING STRUCTURAL
REUTILIZED FOR NEW WORK IS INCLUDED IN THE DEMOLITION OR
DEMOLITION BOUNDARY THE DEMOLITION OF ITEMS NOT TO BE
DUCT WORK, CONDUIT, WIRES ETC. EXTEND BEYOND THE
ARE NOT TO BE REUTILIZED FOR NEW WORK. WHEN ASSOCIATED
ASSOCIATED DUCT WORK, CONDUIT, WIRES ETC. IN ENTIRETY THAT
FINISHES, EQUIPMENT IN PLACE, INSTALLED BUILDING EQUIPMENT,
DECONSTRUCT ALL: FIXTURES, CASEWORK, ACCESSORIES,
WITHIN THE INDICATED DEMOLITION BOUNDARY, DEMOLISH OR
EXISTING WALL TO REMAIN
EXISTING DOOR TO REMAIN
DEMOLISH DOOR AND FRAME IN THEIR ENTIRETY
DEMOLITION BOUNDARY
DEMOLITION LEGEND
DEMOLISH WINDOW IN ITS ENTIRETY
DEMOLISH WALL, SITE FEATURE ETC. IN ITS ENTIRETY
REFERENCE
SHEET
BRAGG
F O
R T B
R A
G G
N C
D
IR
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T O
R A T E O
F P
U B
L
IC
W
O R
K S
D E P
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T M
E N
T O
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H E A
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A S S
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W N
M A
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D E S
C R
IP
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N D
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D E S
IG
N B
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R E
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W E
D B
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D R
A W
N B
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C H
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K E
D B
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D A T E
P R
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C T N
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B E
R
S C
A L E
OFSHEET
D R
A W
IN
G N
U M
B E
R
3 41 2
C
B
A
3 41 2
C
B
A
A-101
B .V
E S
E L
Y
B .V
E S
E L
Y
R G
G M
A L
N E
W F
L O
O R P
L A
N
NUMBER
REFERENCE
SHEET
BRAGG
F O
R T B
R A
G G
N C
D
IR
E C
T O
R A T E O
F P
U B
L
IC
W
O R
K S
D E P
A R
T M
E N
T O
F T
H E A
R M
Y
A S S
H O
W N
M A
R K
D E S
C R
IP
T
IO
N D
A T E
D E S
IG
N B
Y
R E
V
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W E
D B
Y
D R
A W
N B
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C H
E C
K E
D B
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D A T E
P R
O J E
C T N
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B E
R
D R
A W
IN
G N
U M
B E
R
S C
A L E
OFSHEET
3 41 2
C
B
A
3 41 2
C
B
A
N
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B .V
E S
E L
Y
R E
V
IT
A L
IZ
E M
-6 M
-2
-0
-2
F
B -0
-2
F B -0
-2
35'-5" 12'-0"
5'-6"
82'-10 1/2 "
11'-6" 18'-6"
35'-5 1/2 "
35'-5" 12'-0"
5'-6"
82'-10 1/2 "
11'-6" 18'-6"
35'-5 1/2 "
1/4" = 1'-0"
NEW FLOOR PLAN
EXISTING WALL TO REMAIN
WALL LEGEND
NEW WALL
KEY NOTES
NEW FIBERGLASS DOUBLE HUNG WINDOW, WITH TRANSOM ABOVE.01
CONCRETE STAIRS OR RAMP TO GRADE AS REQUIRED.
NEW WOOD FRAMED PORCH, WITH CONCRETE STOOP AND
FRAME
NEW EMBOSED FIBERGLASS ENTRY DOOR WITH LITE IN ALUMINUM
FEMALE LATRINE
MALE LATRINE
MEETINGVESTIBULE
100 102
001A
MECH
001A
MECH
001B
COMM CAB
101A
FAMILY LATRINE
103A
FAMILY LATRINE
REFERENCE
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BRAGG
F O
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R A
G G
N C
D
IR
E C
T O
R A T E O
F P
U B
L
IC
W
O R
K S
D E P
A R
T M
E N
T O
F T
H E A
R M
Y
A S S
H O
W N
M A
R K
D E S
C R
IP
T
IO
N D
A T E
D E S
IG
N B
Y
R E
V
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W E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
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D A T E
P R
O J E
C T N
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B E
R
S C
A L E
OFSHEET
D R
A W
IN
G N
U M
B E
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3 41 2
C
B
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3 41 2
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B
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A-102
B .V
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B .V
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G M
A L
N E
W F
L O
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IN
G A
N D C
E
IL
IN
G P
L A
N S
NUMBER
REFERENCE
SHEET
BRAGG
F O
R T B
R A
G G
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D
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F P
U B
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D E P
A R
T M
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T O
F T
H E A
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A S S
H O
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D E S
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N D
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D E S
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N B
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W E
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N B
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C H
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D B
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D A T E
P R
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C T N
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B E
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D R
A W
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U M
B E
R
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A L E
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3 41 2
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3 41 2
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N
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E L
Y
R E
V
IT
A L
IZ
E M
-6 M
-2
-0
-2
F
B -0
-2
F B -0
-2
3/16" = 1'-0"
NEW CEILING PLAN
3/16" = 1'-0"
NEW FLOORING PLAN
SYMBOL LEGEND
SELF -LEVELING UNDERLAYMENT IAW 09 30 10
12-INCHES X 24-INCHES PORCELAIN TILE WITH EPOXY GROUT, OVER
THE MEETING ROOM.
SHALL BE 9'-0" IN LATRINES WITH BULKHEADS AT 8'-9", AND 9'-0" IN
SUSPENDED ACOUSTICAL CEILING IAW 09 51 00. CEILING HEIGHT
KEY NOTES
FINISHED JOB, PREPARE AND PAINT FS-27886 (WHITE)
EXISTING CEILING AND TRUSSES SHALL BE LEFT EXPOSED IN THE
PROVIDE STAINLESS STEEL THRESHOLD IAW ABA TYP UON02
PROVIDE STAINLESS STEEL SHLUTER TRANSITION IAW ABA TYP UON01
REFERENCE
SHEET
BRAGG
F O
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R A
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N C
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R A T E O
F P
U B
L
IC
W
O R
K S
D E P
A R
T M
E N
T O
F T
H E A
R M
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A S S
H O
W N
M A
R K
D E S
C R
IP
T
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N D
A T E
D E S
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N B
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W E
D B
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D R
A W
N B
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C H
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D B
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D A T E
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OFSHEET
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3 41 2
C
B
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3 41 2
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B
A
A-200
B .V
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B .V
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W E
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V A T
IO
N S A
N D R
O O
F P
L A
N
NUMBER
REFERENCE
SHEET
BRAGG
F O
R T B
R A
G G
N C
D
IR
E C
T O
R A T E O
F P
U B
L
IC
W
O R
K S
D E P
A R
T M
E N
T O
F T
H E A
R M
Y
A S S
H O
W N
M A
R K
D E S
C R
IP
T
IO
N D
A T E
D E S
IG
N B
Y
R E
V
IE
W E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
D A T E
P R
O J E
C T N
U M
B E
R
D R
A W
IN
G N
U M
B E
R
S C
A L E
OFSHEET
3 41 2
C
B
A
3 41 2
C
B
A
N
O V
R F P S
O W
B .V
E S
E L
Y
R E
V
IT
A L
IZ
E M
-6 M
-2
-0
-2
F
B -0
-2
F B -0
-2
03 04 05
04 0503
1/8" = 1'-0"
ELEVATION
1/8" = 1'-0"
ELEVATION
1/8" = 1'-0"
ELEVATION
1/8" = 1'-0"
ELEVATION
1/8" = 1'-0"
ROOF PLAN
KEY NOTES
NEW EXTERIOR SYNTHETIC TRIM AND SIDING IAW 06 65 00 TYP UON02
DOWNSPOUTS TYP UON
IAW 07 60 00 , PROVIDE HALF ROUND GUTTERS AND ROUND
NEW ARCHITECTURAL METAL ROOFING IAW 07 41 13 AND FLASHING
NEW RAMP OR STAIRS AS REQUIRED TO GRADE03
NEW FIBERGLASS WINDOWS04
NEW FIBERGLASS DOOR IN ALUMINUM FRAME05
REFERENCE
SHEET
BRAGG
F O
R T B
R A
G G
N C
D
IR
E C
T O
R A T E O
F P
U B
L
IC
W
O R
K S
D E P
A R
T M
E N
T O
F T
H E A
R M
Y
A S S
H O
W N
M A
R K
D E S
C R
IP
T
IO
N D
A T E
D E S
IG
N B
Y
R E
V
IE
W E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
D A T E
P R
O J E
C T N
U M
B E
R
S C
A L E
OFSHEET
D R
A W
IN
G N
U M
B E
R
3 41 2
C
B
A
3 41 2
C
B
A
A-300
B .V
E S
E L
Y
B .V
E S
E L
Y
R G
G M
A L
T Y P
IC
A L W
A L L S
E C
T
IO
N
NUMBER
REFERENCE
SHEET
BRAGG
F O
R T B
R A
G G
N C
D
IR
E C
T O
R A T E O
F P
U B
L
IC
W
O R
K S
D E P
A R
T M
E N
T O
F T
H E A
R M
Y
A S S
H O
W N
M A
R K
D E S
C R
IP
T
IO
N D
A T E
D E S
IG
N B
Y
R E
V
IE
W E
D B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
D A T E
P R
O J E
C T N
U M
B E
R
D R
A W
IN
G N
U M
B E
R
S C
A L E
OFSHEET
3 41 2
C
B
A
3 41 2
C
B
A
N
O V
R F P S
O W
B .V
E S
E L
Y
R E
V
IT
A L
IZ
E M
-6 M
-2
-0
-2
F
B -0
-2
F B -0
-2
V
IF
V
IF
T Y P U
O N
1'-3 1/2 "
5 1/2 "3 1/2 "
1" = 1'-0"
TYPICAL WALL SECTION
CEMENT LAP SIDING AND TRIM.
WITH VENTS AT TOP AND BOTTOM, FIBER
STRIPS 0.375-INCH THICK X 1.5-INCH-WIDE,
EXTRUDED POLYPROPYLENE PLASTIC FURRING
INSULATION BONDED TO SHEATHING.
SEALED; 2-INCHES POLYISOCYANURATE
SEAMS, FASTENERS AND PENETRATIONS
AIR BARRIER AND THERMAL LAYER) WITH ALL
SHEATHING 2.5-INCHES (INTEGRAL MOISTURE,
CLOSED CELL SPRAY FOAM INSULATION
WOOD SHEATHING, FILL CAVITY THE
EXISTING WOOD FRAMING, EXISTING
SPRAY FOAM INSULATION
SPACE WITH 6-INCHES THE CLOSED CELL
EXISTING WOOD FRAMING, FILL JOISTS
EXISTING FOUNDATION
WOOD SHEATHING.
EXISTING WOOD FRAMING, EXISTING
SOFFIT.
FIBER CEMENT TRIM, FASCIA AND
ROUND-DOWN SPOUTS
FLASHING, HALF-ROUND GUTTERS AND
STANDING SEAM METAL ROOFING AND
0.5-INCHES THICK, ARCHITECTURAL
3-DIMENSIONAL NYLON MATRIX,
CONTINUOUS LEAK BARRIER, NEW
FRAMING FOR 12-INCH OVERHANG, NEW
BONDED TO SHEATHING, AND NEW
POLYISOCYANURATE INSULATION
PENETRATIONS SEALED; 2-INCHES
ALLSEAMS, FASTENERS AND
BARRIER AND THERMALLAYER) WITH
2.5-INCHES (INTEGRAL MOISTURE, AIR
INSULATION, NEW SHEATHING
2 LAYERS OF 2-INCH POLYISOCYANURATE
COMMUNITY MEETING ROOM.
FLOOR IN ALL FINISHED SPACES EXCEPT
TYPICAL TO 60-INCHES ABOVE FINISHED
UNDER 0.25-INCH WALL TILE. WALL TILE
0.625-INCH FIBER CEMENT BOARD
0.625-INCH GYPSUM BOARD OR
CONCEALED), 3.625-INCH STEEL STUD,
EXISTING WALL THE FINISH WOULD BE
GYPSUM BOARD WHERE FURRING AN
0.625-INCH GYPSUM BOARD (OMIT
REQUIRED.
OTHER SPACES NO CEILING FINISH IS
PARTITIONS TO THE EXISTING DECKING.
COMMUNITY ROOM, EXTEND INTERIOR
(WHITE) IN ENTRY VESTIBULE AND
UNDERSIDE OF DECKING FS-27886
LATRINES. PAINT TRUSSES AND
SUSPENDED CEILING SYSTEM IN
PROVIDE 0.75-INCH THICK TEGULAR TILE
UNDERLAYMENT
PORCELAIN TILE OVER SELF-LEVELING
DEHUMIDFY CRAWLSPACE
ENCAPSULATE, CONDITION AND
| 7859, G-001 |
| 7859, G-002 |
| 7859, L-100 |
| 7859, A-100 |
| 7859, A-101 |
| 7859, A-102 |
| 7859, A-200 |
| 7859, A-300 |
File details come from the government source that posted it. Updated .