Amend_0006_FY20PN86021-RB-AE603.pdf
PDF 673 KB Posted
- Attached to
- SOF Assessment and Selection Training Complex Federal contract opportunity
- Solicitation number
- W912PM20R0003
About this file
This solicitation package outlines requirements for a new Special Operations Forces Assessment and Selection Training Complex project. The project scope includes construction of new training spaces, storage areas, locker rooms, showers, and building support spaces. Additional site work consists of security gates, guard houses, under vehicle surveillance systems, communications, power, water, and sewer utilities to support the complex. A new outdoor training obstacle course will include multiple physical training stations along a circuit route. Built-in building systems cover fire protection, energy management, communications networks, security access, and protected distribution. Supporting site development encompasses preparation, lighting, parking, access roads and drives, landscaping, storm drainage, and utility infrastructure for electricity, water, sewer, gas, and chilled water. Design and construction must adhere to principles for high-performance and sustainable facilities according to federal laws and executive orders. The solicitation was issued by the Department of the Army Corps of Engineers Wilmington District for the Department of Defense.
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Text version
8" CMU BOND BEAM
SEE STRUCTURAL DWGS
FOR HORIZONTAL
REINFORCEMENT
HORZ. JOINT REINF. @ 16" O.C.
VERT.
8" CMU, PAINTED
CONCRETE FLOOR.
SYSTEM
CONCRETE SLAB.
SEE STRUCT. DWGS.
BASE AS SCHEDULED
FINISHED CEILING VARIES.
SEE REFLECTED CEILING PLANS
FIRE RATED CAULK
BOTH SIDES
UL DESIGN #U905
4" CMU BOND BEAM
SEE STRUCTURAL DWGS
FOR HORIZONTAL
REINFORCEMENT
HORZ. JOINT REINF. @ 16" O.C.
VERT.
4" CMU, PAINTED
CONCRETE FLOOR.
SYSTEM
CONCRETE SLAB.
SEE STRUCT. DWGS.
BASE AS SCHEDULED
FINISHED CEILING VARIES.
SEE REFLECTED CEILING PLANS
8" CMU BOND BEAM
SEE STRUCTURAL DWGS
FOR HORIZONTAL
REINFORCEMENT
HORZ. JOINT REINF. @ 16" O.C.
VERT.
8" CMU, PAINTED
CONCRETE FLOOR.
SYSTEM
CONCRETE SLAB.
SEE STRUCT. DWGS.
BASE AS SCHEDULED
FINISHED CEILING VARIES.
SEE REFLECTED CEILING PLANS
4" CMU BOND BEAM
SEE STRUCTURAL DWGS
FOR HORIZONTAL
REINFORCEMENT
HORZ. JOINT REINF. @ 16" O.C.
VERT.
4" CMU, PAINTED
CONCRETE FLOOR.
SYSTEM
CONCRETE SLAB.
SEE STRUCT. DWGS.
BASE AS SCHEDULED
FINISHED CEILING VARIES.
SEE REFLECTED CEILING PLANS
SEALANT AND BACKER
ROD BOTH SIDES
8" CMU BOND BEAM
SEE STRUCTURAL DWGS
FOR HORIZONTAL
REINFORCEMENT
HORZ. JOINT REINF. @ 16" O.C.
VERT.
8" CMU, PAINTED
CONCRETE FLOOR.
SYSTEM
3-5/8" STEEL STUDS
@ 24" O.C. MAX.
GLASS FIBER INSULATION
FLEXIBLE SEALANT
STEEL TRACK - MECHANICALLY
FASTENED 24" O.C. MAX.
CONCRETE BOND BEAM,
SEE WALL TYPE 1
5/8" FIRE RATED TYPE "X"
GYPSUM BOARD EACH SIDE
1/ 4"
M A
X
1" M
A X
STANDING SEAM METAL
ROOF - NOT SHOWN
SLOPED FLUTED METAL DECK
ELASTOMERIC SPRAY FIRESTOP
MINERAL WOOL INSULATION
WITHIN DECK FLUTES
SLOTTED STEEL TRACK -
MECHANICALLY FASTENED 24"
O.C. MAX.
SECOND FLOOR ONLY
TOP OF BOND BEAM
12'-0" A.F.F.
U L
#U
U
L #U
3-5/8" STEEL STUDS
@ 24" O.C. MAX.
GLASS FIBER INSULATION
FLEXIBLE SEALANT
STEEL TRACK - MECHANICALLY
FASTENED 24" O.C. MAX.
CONCRETE BOND BEAM,
SEE WALL TYPE 1
5/8" GYPSUM BOARD EACH
SIDE
1/ 4"
M A
X
1" M
A X
STANDING SEAM METAL
ROOF - NOT SHOWN
SLOPED FLUTED METAL DECK
MINERAL WOOL INSULATION
WITHIN DECK FLUTES
SLOTTED STEEL TRACK -
MECHANICALLY FASTENED 24"
O.C. MAX.
SECOND FLOOR ONLY
TOP OF BOND BEAM
12'-0" A.F.F.
US ARMY CORPS
OF ENGINEERS
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1 1/2" = 1'-0"1 WALL TYPE 1
1 1/2" = 1'-0"2 WALL TYPE 2 GRAPHIC SCALE
1-1/2" = 1'-0"
0 6" 1' 1'-6"
1 1/2" = 1'-0"3 WALL TYPE 3
1 1/2" = 1'-0"4 WALL TYPE 4
1 1/2" = 1'-0"5 WALL TYPE 5
4/
/2
1 1/2" = 1'-0"6 WALL TYPE 6
4-
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1 1 1/2" = 1'-0"7 WALL TYPE 7
| Sheets |
| AE603 - WALL TYPES |
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