A-202 BUILDING SECTIONS.pdf
PDF 754 KB Posted
- Solicitation number
- W912WJ20R0011
About this file
This document provides details for a federal construction contract opportunity to replace fuel facilities at the Quonset Point Rhode Island Air National Guard Station. The U.S. Army Corps of Engineers New England District will issue a solicitation to construct a new fuel storage complex including replacing truck offload and fillstand positions, associated pumping and filtration equipment, a new 600 gallon per minute pumphouse with control room, offload skids, fuel pumps, filter and separator vessels. The work will also include upgrades to an existing refueler parking area and reuse of existing storage tanks with the new system. Construction will be phased to allow the existing system to operate until most of the new system is completed. The NAICS code is 236220 and the estimated value is between $5,000,000 to $10,000,000. This requirement will be solicited as a small business set-aside using best value tradeoff procedures.
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Text version
A-302
V A
R I E
S
1 2
3'-0"
CONCRETE
PILE - SEE
STRUCTURAL
CONCRETE GRADE
BEAM - SEE
STRUCTURAL
6" GRANULAR
FILL
VAPOR
BARRIER
8", 2-HOUR RATED,
FULL-HEIGHT CMU
FIREWALL -
PER UL #U905
(SEE NOTE 1)
(120-MIN.
FIRE
RATING)
6" GRANULAR
FILL
VAPOR
BARRIER
COMPACTED
EARTH
CONCRETE
WALK
CONCRETE GRADE
BEAM - SEE
STRUCTURAL
CONCRETE
PILE - SEE
STRUCTURAL
2" RIGID
POLYSTYRENE
PERIMETER
INSULATION - R-12
-3"
0"
MCC
EQUIPMENT
PAD
CONCRETE
SLAB
5/8" GYPSUM
WALLBOARD
W/PROTECTIVE
EPOXY COATING,
ON 2" RIGID BOARD
INSULATION - (R-12)
W/ MTL FURRING,
ON 8" CMU WALL
BRACING
WIRE
SUSPENDED ACOUSTICAL
TILE CEILING
NOT TO EXCEED 4'-0"
APPLY PROTECTIVE
EPOXY COATING ON
CONCRETE
CONCRETE ON METAL DECK
AND JOIST AT 4'-0" O.C.
2-HOUR RATING UL DESIGN
#G802 LIGHT WEIGHT
CONCRETE ON METAL DECK
R-30 MINERAL WOOL
BATT INSULATION -
STEEL STRUCTURAL
STANDING SEAM ROOF ON
STEEL PURLINS
INSULATED METAL WALL
PANEL
STEEL FRAMING BENT BEYOND
WITH FIRE RESISTIVE
CLADDING (NOTE 4)
CLOSURE STRIP
MANUFACTURER'S
STANDARD RAKE
TRIM
STEEL CHANNEL -
INSTALL WITH 3" X 15" X
3/8" BENT PLATE
GALVANIZED @ 16" O.C.
5 8
A-301
5/8" GYPSUM
WALLBOARD ON 2"
RIGID BOARD
INSULATION - (R-12) W/
MTL FURRING, ON 2-HR
RATED CMU FIREWALL
102B 101B
METAL LINER
PANELS
1-HR-RATED CEILING
(SEE NOTE 3)
4'-0" MIN.
(NOTES 2 & 3)
4'-0" MIN.
(NOTE 2)
1-HR-RATED EXTERIOR
FIREWALL FLANKING
WALL (NOTE 2)
NOTE 4
INACCESSIBLE ATTIC SPACE
NO COMBUSTABLES
INSULATED
METAL WALL
PANEL
CONCRETE
WALK
A-301
BRIDGE
CRANE
A-401
EMERGENCY
SHOWER/EYE
WASH STATION
SEE NOTE 3
SEE NOTE 2
SEE NOTE 3
SEE NOTE 2
CMU CONTROL
JOINT
(2-HR-RATED)
2-HR-RATED
CMU FIREWALL
(SEE NOTE 1)
CONTROL
ROOM
SUSPENDED
CEILING
CONCRETE
ROOF
STANDING
SEAM METAL
ROOF
RIDGE
CAP
TOP OF
BLDG FRAME
A-301
SEE NOTE 4
INACCESSIBLE
ATTIC SPACE - NO
COMBUSTIBLES
SHALL BE USED IN
ITS CONSTRUCTION
SEE NOTE 3
F I L E
N
A M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D
2 3
C
4 5
A
B
D A
T E
F I L
U M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
S M
B L
D E
S C
R I P
T I O
N
C O
N T
R A
C T
O
SHEET
IDENTIFICATION
D A
T E
A P
P R
US Army Corps of Engineers
U S
A
R M
Y
C
O R
P S
O
F
E
N G
I N
E E
R S
O M
A H
A
D
I S
T R
I C
T
O M
A H
A
N
E B
R A
S K
A
--S E
P T
E M
B E
R
A N
S I
D
OMAHA DISTRICT
S E
A L
D E
S C
S
R
E P
L A
C
F
U E
L
F
A C
I L
I T
I E
S
Q U
O N
S E
T
A
I R
T
I O
N A
L
G
U A
R D
B
S
E
N O
R T
H
K
I N
G S
T O
W N
R
H O
D
I S
L A
N D
R
READY TO ADVERTISE (RTA)
A-202
B U
I L
D I N
G
S
E C
T I O
N S
M
H
I C
K S
M
H
I C
K S
M
H
I C
K S
C
L A
Y S
O N
A
D
W G
A
BUILDING CROSS SECTION
SCALE: 3/16" = 1'-0"
D
BUILDING CROSS SECTION
SCALE: 3/16" = 1'-0"
C
BUILDING PARTIAL SECTION
SCALE: 1/2" = 1'-0"
1/2" = 1'- 0"
3'1'012" 6" 2' 4' 5'
3/16" = 1'- 0"
4'04' 2' 6'3' 8' 10' 12'1'2'
B
BUILDING CROSS SECTION
SCALE: 3/16" = 1'-0"
BUILDING SECTION NOTES:
2-HOUR-RATED, FULL-HEIGHT CMU FIRE WALL
(IBC, SECTION 706)
AS PER 706.5, THE EXTERIOR FLANKING WALLS SHALL EXTEND TO 4'-0" MINIMUM PERPENDICULAR
FROM EACH END OF FIREWALL - CONSTRUCTED OF 5/8" TYPE X GYP BD ON 6" METAL STUD INFILL
FRAMING BETWEEN HORIZONTAL GIRTS FILL CAVITY WITH 4 PCF MINERAL WOOL BATT
INSULATION
AS PER 706.6, EXCEPTIONS 2.1, 2.2, AND 2.3, THE FIREWALL SHALL TERMINATE INTO A 1-HOUR
RATED CEILING/ROOF ASSEMBLY COVERING THE COMPLETE FRAMING BAY BETWEEN FRAMING
BENTS 1 AND 2 AND EASTWARD, OUT TO 4'-0" MINIMUM PERPENDICULAR FROM FACE OF
FIREWALL:
5/8" TYPE X GYP BD ON 6" METAL STUDS FIXED TO UNDERSIDES OF STEEL ROOF PURLINS.
FILL STUD CAVITY WITH 4 PCF MINERAL WOOL BATT INSULATION
STEEL FRAMING BENTS 1 AND 2 CLAD WITH 1-HOUR FIRE-RESISTIVE ASSEMBLY
1.
2.
3.
14.
A M
E N
D M
E N
T
H M
H
S
P
RENEWAL DATE
2/28/2021
C-38283
H. MASON
HICKS, AIA
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