A-101 FLOOR PLAN.pdf
PDF 249 KB Posted
- Solicitation number
- W912WJ20R0011
About this file
This document contains a floor plan for a proposed fuel facility replacement project and the corresponding federal contract opportunity solicitation. The solicitation is for the construction of a new fuels storage complex at the Quonset Point Rhode Island Air National Guard Station to replace the existing truck offload and fillstand positions, pumping and filtration equipment. The project scope includes constructing a new 600 GPM capacity pumphouse with control room, offload skids, fuel pumps, filter vessels and associated piping. The existing storage tanks will be reused. The work will be phased to allow the existing system to remain operational until most of the new system is completed. The solicitation will utilize full and open competition procedures and has an estimated value between $5-10 million. The NAICS code is 236220 and it is designated as a small business set-aside.
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Text version
102B 101B
102A
103 101A
101C
ELEV 0" -
SEE NOTE 2
2-HOUR RATED
FIREWALL
(SEE NOTE 7)
SUMP TRENCH -
SEE STRUCTURAL
DRAWING
4 1/2" CONCRETE
CURB - TOP OF
CURB 0"
RIDGE OF
SLOPE FLOOR
GREEN AND WHITE
PAINTED STRIPES ON
FLOOR AND WALL AT
EMERGENCY SHOWER
FE
FE
ELEV -4 1/2" -
SEE NOTE 3
F A
C E
O
F
F
R A
M I N
G
F A
F
R A
M I N
G
FACE OF
FRAMING
ELEV - 3"
SEE NOTE 3
F A
F
R A
M I N
G
FACE OF
FRAMING
F A
F
R A
M I N
G
R A
M P
S L O
P E
D
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L O
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S L O
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SEE
NOTE 4
SEE
NOTE 4
SEE
NOTE 4
SEE
NOTE 5
SEE
NOTE 4
SEE
NOTE 6
ELECTRICAL
TRENCH (TYPICAL
OF 2)
R A
M P
T
Y P
(TYP)
FEC
SEE
NOTE 8
SEE
NOTE 8
SEE
NOTE 9
SEE
NOTE 9
SEE
NOTE 9
SEE
NOTE 9
SCALE: 1/4" = 1'-0"
4 0 4 8
FLOOR PLAN LEGEND:
CMU WALL
FIRE EXTINGUISHER -
BRACKET MOUNTED
CMU WALL WITH WALL
FURRING
FLOOR PLAN NOTES:
DIMENSIONS. UNLESS NOTED OTHERWISE, ALL
DIMENSIONS ARE TO FACE OF CMU.
FLOOR ELEVATION. SEE CIVIL DRAWING FOR
BUILDING FINISH FLOOR ELEVATION. REFERENCE
DATUM 0" IS USED FOR CONTROL ROOM FINISH
FLOOR ELEVATION.
FLOOR SLOPE. FLOOR SLOPES 1 1/2" (1%) FROM THE
FLOOR RIDGE (-3") TO EDGE OF TRENCH (-4 1/2").
DOOR STOOP. PROVIDE 4'-0" X 4'-4" CONCRETE DOOR
STOOP. SEE STRUCTURAL DRAWING.
DOOR STOOP. PROVIDE 4'-0" X 6'-4" CONCRETE DOOR
STOOP. SEE STRUCTURAL DRAWING.
DOOR STOOP. PROVIDED 4'-0" X 7'-4" CONCRETE
DOOR STOOP. SEE STRUCTURAL DRAWING
2-HOUR-RATED, FULL-HEIGHT CMU FIRE WALL
AS PER IBC, SECTION 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
STEEL FRAMING BENTS 1 AND 2 CLAD WITH
1-HOUR FIRE-RESISTIVE ASSEMBLY
1.
FE
F I L
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SHEET
IDENTIFICATION
D A
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A P
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US Army Corps of Engineers
U S
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READY TO ADVERTISE (RTA)
A-101
F L
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D
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FLOOR PLAN
SCALE: 1/4" = 1'-0"
A-201
D
A-201
B
A-201
A
A-201
C
2-HR
FIRE RATED WALL
2.
3.
SCALE: 1 1/2" = 1'-0"
01 1
A-202
B
4.
5.
6.
A-502
FIRE EXTINGUISHER -
CABINET
FEC
7.
8.
9.
1-HR
FIRE RATED WALL
A M
E N
D M
E N
T
H M
H
A-202
D
S
P
LINE OF EQPM.
FOOTPRINT
(TO BE
DETERMINED)
TYP.
TYP.
T Y
P
T Y
P
RENEWAL DATE
2/28/2021
C-38283
H. MASON
HICKS, AIA
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