03321_AE301 - WALL SECTIONS.pdf
PDF 483 KB Posted
- Attached to
- CONSTRUCT MUNITIONS MAINTENANCE, INSPECTION, AND ASSEMBLY (M&I) FACILITY Federal contract opportunity
- Solicitation number
- W50S9F-24-B-0001
- Issued by
- Department of the Army National Guard
About this file
This document is a wall section detail drawing for a planned Munitions Maintenance, Inspection, and Assembly (M&I) Facility construction project at Truax Field in Madison, Wisconsin. The drawing provides technical specifications for the construction of the facility, including details on the ground floor, roof, concrete walls, drainage systems, insulation, and other architectural and structural components.
The related federal contract opportunity is an Invitation for Bids (IFB) issued by the Wisconsin National Guard to award a single firm fixed-price construction contract for the new 3,500 square foot M&I Facility. The project requires constructing the facility to support F-35 mission-specific operations, including a Secure Work Area, mechanical, electrical, and fire protection systems, and site work such as a Munitions Assembly Conveyor pad and access road. The contract duration is 273 calendar days after notice to proceed. The project is set aside 100% for Small Businesses under NAICS code 236220, with a construction magnitude between $1,000,000 and $5,000,000. The solicitation includes brand name product requirements and a limitation on subcontracting to similarly situated entities.
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Text version
GROUND FLOOR
100'-0"
T.O. ROOF
118'-0"
DOUBLE TEE
WITH 2" TOPPING
DRAINAGE BOARD
ON WATERPROOFING
2" RIGID
INSULATION BOARD
DRAINAGE BOARD
ON
WATERPROOFING
CAST-IN-PLACE
CONCRETE
WALL
SELECT FILL,
MIN. 12" THICK
SLOPE TO DRAIN
RE: CIVIL
FOOTING
SLAB ON GRADE
FILTER LAYER
RIGID INSULATION
GRANULAR FILL
6" GRAVEL FILL
BACK FILL
CAST-IN-PLACE
CONCRETE WALL
PERFORATED
DRAIN PIPE - WRAP
COMPLETELY IN
SILT FABRIC
FLUID-APPLIED
WATERPROOFING
AS SPECIFIED
B.O. CONC DOUBLE T BEAM
RE: STRUCTURAL
DRAINAGE BOARD
WATERPROOFING
FLUID-APPLIED
WATERPROOFING
AS SPECIFIED
2' -8
CONC. TIE BEAM
RE: STRUCTURAL
BRASS CAP
CLEANOUT ON
12" X 12" CONC
UTILITY PAD
16" MIN. CLAY
TOPPING
VAPOR BARRIER
PERIMETER
PERFORATED
DRAIN PIPE - WRAP
COMPLETELY IN
SILT FABRIC
GROUND FLOOR
100'-0"
T.O. ROOF
118'-0"
CONCRETE ROOF
DECK BEYOND
CONCRETE
WALL
CONCRETE
WALL BEYOND
CONCRETE
SIDEWALK.
REFER TO CIVIL
B
SLOPE
FLUID-APPLIED
WATERPROOFING
AS SPECIFIED
DRAINAGE BOARD ON
WATERPROOFING
PERFORATED
DRAIN PIPE -
COMPLETELY WRAP
IN SILT FABRIC
GRANULAR
FILL
T.O. BACK WALL
121'-2"
2' -8
RETAINING WALL
SHOWN BEYOND
8"
6"
BRASS CAP
CLEANOUT ON
12" X 12" CONC
UTILITY PAD
16" MIN. CLAY
TOPPING
C4
AE200
2" RIGID
INSULATION BOARD
GROUND FLOOR
100'-0"
T.O. ROOF
118'-0"
A1
AE600
Sim
SLAB ON
GRADE
STEEL PLATE
BLAST-RESISTANT
DOOR
CAST-IN-PLACE
CONCRETE
WALL
SELECT FILL, 12"
MIN. THICKNESS
FOOTING
REFER TO
CIVIL FOR
APRON DET'S
A
SLOPE
CONC. DOUBLE TEE
BEAM W/ 2" TOPING
RIGID
INSULATION
FLUID-APPLIED
WATERPROOFING
AS SPECIFIED
WALL PACK
BEYOND
B.O. DBL T BEAM
115'-4"
T.O. FRONT WALL
121'-8"
1' -0
2'
-8
1/8" / 12"
6" GRAVEL
FILL
DRIP EDGE
DRAINAGE BOARD
2" RIGID
INSULATION BOARD
CONT STEEL
TUBE HEAD
AND JAMBS
16" MIN. CLAY
TOPPING
VAPOR
BARRIER
1 1/2" STL TUBE
WELD TO
BOLLARD - RE:
STRUCT.
1"
2 2
GROUND FLOOR
100'-0"
T.O. ROOF
118'-0"
FOOTING
CAST-IN-PLACE
CONCRETE WALL
DRAINAGE
BOARD ON
WATERPROOFING
SELECT FILL
A
SLOPE
PERIMETER
PERFORATED
DRAIN PIPE - WRAP
COMPLETELY IN
SILT FABRIC
T.O. FRONT WALL
121'-8"
1' -0
2'
-8
16" MIN. CLAY
TOPPING
VAPOR
BARRIER
FLUID-APPLIED
WATERPROOFING
AS SPECIFIED
2" RIGID INSULATION
BOARD
5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436
405.840.2931 | fsb-ae.com
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
C
B
A
D
C
B
A
54321
FSB2020-332-01
MJT
M un iti on s M &I
F ac ilit y
Tr ua x F ie ld , M ad iso n, W is co ns in
F-
B ed do wn
OCTOBER 27, 2023
C :\U sers\bkg\D o cum ents\M y R evit\03321_Arch_B G allagher5S
B23.rvt
5/9/2024 10:03: 25 AM
WALL SECTIONS
AE301
CKG
GAZ
MJT
SCALE: 1/2" = 1'-0"
WALL SECTIONA1 SCALE: 1/2" = 1'-0"
WALL SECTIONA2 SCALE: 1/2" = 1'-0"
WALL SECTIONA3 SCALE: 1/2" = 1'-0"
WALL SECTIONA4 0 1' 2' 4'
1/2" = 1'-0"
1 ADDENDUM #2 02/12/2024
2 ADDENDUM #3 05/09/2024
File details come from the government source that posted it. Updated .