Project Name
Project Number
TEMF
Statement of Work
UFC 4-214-02, 24 Jul 03
6-3.2.1
Repair Bay and Scheduled Maintenance Bay Floors: Floor structure design shall
consider the weight and distribution of such weight on the floor system. The effects of wheeled
vehicles, tracked vehicles, construction equipment, missile launchers, towed howitzers, self-
propelled artillery, tank chassis, tank turrets, infantry fighting vehicle chassis and turrets, and
larger power generation equipment shall be accounted for.
6-4
SELECTION OF STRUCTURAL SYSTEMS. The structural systems shall conform
to all applicable criteria and guidance as well as industry standards and commonly accepted
methods of practice. Consider logical alternative foundations and framing methods when
selecting an appropriate structural system. The following elements shall be evaluated and
addressed:
6-4.1
Total Life Cycle cost effectiveness of the system.
6-4.2
Constructibility.
6-4.3
Experience level of local contractors and labor force.
6-4.4
Availability and use of local materials.
6-4.5
Sustainable Design.
6-5
SPECIAL REQUIREMENTS.
6-5.1
AISC Certification requirements: All fabrication of structural steel shall be
accomplished by an AISC certified Category Sbd fabricating plant.
6-5.2
Anti-terrorism Force Protection: Designs shall conform to the Department of Defense
Anti-terrorism Standards for Buildings. [RFP preparation team shall indicate the Design Basis
Threat here if not classified. If classified, ensure that the offerors will be notified of the minimum
requirements.]
6-5.3
Crane System The effects of a 7 metric-ton capacity under-running bridge crane
and a 32 metric ton capacity top-running bridge crane shall be incorporated into the design of
the structure. The 32 metric ton crane shall be supported by its own separate structural system.
Consideration to gravity and lateral effects inherent to crane systems shall be included.
SOW-73
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