Project Name
Project Number
TEMF
Statement of Work
UFC 4-214-02, 24 Jul 03
5-4.9
Exterior Windows. Provide aluminum windows complying with American
Architectural Manufacturers Association AAMA/NWWDA 101 / I.S. 2. Minimum performance
class shall be Heavy Commercial (HC). Minimum wind load, and resulting design pressure and
performance grade shall be determined in accordance with the International Building Code
(IBC). Provide windows with insulating glass and thermal break necessary to achieve a
minimum Condensation Resistance Factor (CRF) of 45 [edit to require higher factor for very
cold climates]. Finish shall be Architectural Class I anodic coating or AAMA 2605 organic
coating [Edit to allow anodic coating if clear or bronze anodized color is acceptable]. Operable
windows shall have locks; provide fiberglass or aluminum insect screens removable from the
inside.
5-4.9.1
Exterior Glass and Glazing. To comply with force protection minimum standards:
Single glazing and the inner pane of insulated glass assemblies in exterior windows and doors
shall be minimum 6 mm annealed laminated glass.
5-4.10
Thermal Insulation. Provide exterior wall, floor, and roof/ceiling assemblies with
thermal transmittance (U-values) required to comply with the proposed energy calculations for
the facilities. Insulation shall not be installed directly on top of suspended acoustical panel
ceilings.
5-4.11
Exterior Noise Control. [Add requirements for insulation of exterior walls and
roof/ceiling assemblies for attenuation of external noise sources such as airfields].
5-5
INTERIOR DESIGN.
5-5.1
Floors. Comply with requirements of applicable codes. Non-combustible
construction is preferable, even where combustible materials are allowed by code. Floor finish
materials shall be as specified in functional and area requirements listed in Chapter 2 of the
Statement of Work.
5-5.2
Ceramic Tile. Comply with ANSI A 137.1 and the recommendations of Tile Council
of America (TCA) Handbook For Ceramic Tile Installation. Provide marble threshold under
doors where a ceramic tile floor meets a different floor finish.
5-5.3
Interior Walls and Partitions. Comply with requirements of applicable codes. Non-
combustible construction is preferable, even where combustible materials are allowed by code.
Wall finish materials shall be as specified in functional and area requirements listed in Chapter 2
of the Statement of Work
5-5.3.1
Metal Support Systems. Non-load bearing metal studs and furring shall comply
with ASTM C 645; stud gauge shall be as required by height and loading, but shall not be less
than 25 gauge. Maximum stud spacing: 406 mm on center. Provide galvanized finish.
5-5.3.2
Gypsum Board. Comply with ASTM C 36. Minimum panel thickness: 16 mm.
Provide Type X panels in fire-rated assemblies. Provide moisture resistant panels at locations
subject to moisture. Provide abuse-resistant panels where indicated in functional and area
requirements. Joint treatment: ASTM C 475. Screws ASTM C 646. Drywall installation: ASTM
C 840.
5-5.3.3
Ceramic Tile. Comply with ANSI A 137.1 and the recommendations of Tile Council
SOW-68
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