Project Name
Project Number
UEPH Complex
Statement of Work
26 November 2001
5-6
PHYSICAL SECURITY REQUIREMENTS.
5-6.1
Anti Terrorism / Force Protection. Comply with the minimum construction
standards of the Interim Department of Defense Antiterrorism / Force Protection Construction
Standards. [Coordinate with the installation security forces and facilities engineer (DPW) to
determine if the minimum standards are adequate for the project location. If a threat analysis
has identified a specific threat that requires more stringent measures than provided by the
minimum standards, edit the SOW criteria accordingly.] UEPH buildings are classified as troop
billeting structures; COFs, Locker Room Facilities, Battalion HQs and Brigade HQs are
classified as primary gathering structures
5-6.2
Arms Vaults at Company Operations Facilities. Unless more stringent
construction features are required by life safety or building codes, minimum construction
requirements shall be as follows:
5-6.2.1
Floor. 152 mm [6"] slab on grade; reinforced with minimum 152 mm x 152 mm MW
25.8 x MW 25.8 [6 x 6, W2.4 x W2.4] welded wire fabric, on vapor barrier, on 152 mm [6"] deep
porous fill.
5-6.2.2
Walls. 206 mm [8"] thick cast-in-place concrete reinforced with 15M [#5] bars at 152
mm [6"] on center, each way, each face.
5-6.2.3
Ceiling. 206 mm [8"] thick cast-in-place concrete reinforced with 15M [#5] bars at
152 mm [6"] on center, each way, each face.
5-6.2.4
Door and Frame. Class 5 vault door and frame complying with Federal Specification
AA-D-00600C. Locks shall be Underwriters Laboratory listed Group 1 or 1R combination lock.
Provide metal ramp type threshold. Provide wire mesh, dutch door style daygate with shelf for
issuing arms and ammo. Daygate shall have lock operated from outside by key, and from
inside by handle. Comply with egress requirements of applicable codes.
5-6.2.5
Penetrations. Penetrations shall be minimized. All openings or penetrations in
Vault floor, walls or ceiling greater than .062 m2 [96 square inches] shall be protected with
welded steel rod-and-bar grid weighing 39.6 kg/m2 [8.1 lb./sf], consisting of 25.4 mm x 4.8 mm
[1" x 3/16"] vertical bearing bars at 25 mm [1"] on center, and 8 mm [5/16"] diameter horizontal
rods at 50 mm [2"] on center; or equivalent protection.
5-6.2.6
Arms Rack Anchor Rings. Provide 10 mm [3/8"] diameter stainless steel bar bent
into U-shape (25 mm inside radius) with 2" long 90 degree returns at ends of horizontal legs.
Overall length shall be 127 mm [5"]; embed 76 mm [3"] of horizontal legs (open end) in concrete
51 mm [2"] of U-shaped end will protrude from wall to provide anchorage for GFGI arms racks.
Orient the projecting U-shape vertically, so that centerline of the U is 4'-0" above the floor slab.
Provide anchor rings at 3'-0" on center along all walls inside the Arms Vault [Verify with user].
5-6.3
Secured Documents Vaults. Provide 5-sided (walls and ceiling) modular vault
attached to building floor system. Vault shall conform to Class M (15 minute working time)
requirements of UL 608 Standards for Modular Vault Panels. Vault shall be interfaced with
building HVAC, fire protection, and electrical systems. Provide Class 5 vault door and frame
complying with Federal Specification AA-D-00600C. Lock shall be Style K, key change
combination lock. Provide metal ramp type threshold. Provide wire mesh, daygate with lock
operated from outside by key, and from inside by handle. Comply with egress requirements of
SOW-113
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