UFC 3-300-10N
May 2005
Including Change 2, August 2006
3-2.1.1
Loads. Provide loading information in accordance with UFC 1-200-01.
Identify the source for all loads listed.
3-2.1.2.
Foundation Conditions. Fully describe the foundation conditions,
including the following, where applicable:
3-2.1.2.1
Describe site conditions, type of foundation to be used and the method
employed to determine allowable soil bearing values.
3-2.1.2.2
Indicate the minimum allowable soil bearing capacity for shallow
foundations, or the pile or pier capacity in both tension and compression for deep
foundations.
3-2.1.2.3
Indicate the passive, active and at rest design pressures, the coefficient of
friction and the sub-grade modulus.
3-2.1.2.4
Indicate if a site-specific design spectrum has been used in the design and
give the site class in accord with the seismic design criteria used in the seismic design.
3-2.1.3
Materials. Clearly define the types, grades, and properties of materials
for each structural element and system.
3-2.1.4
Quality Assurance. Provide a summary of the quality assurance
requirements.
3-2.1.5
standard approved design for Ammunition and Explosive storage facilities must include
a note clearly identifying the source, name, and date of the standard design.
3-2.1.6
Marine Structures. List mooring, berthing and deck loads for marine
structures, including ship classes, (e.g., DDG 51, CG 47, CVN, etc.) with associated
displacements.
3-3
SPECIFICATIONS.
See UFC 1-300-09N, Design Procedures.
3-4
CALCULATIONS.
3-4.1
Provide calculations to support all items and details outlined on the
drawings and specifications. Structural calculations must be legible, orderly, and easily
understandable. A registered practicing structural engineer different from the originator
must check calculations.
3-4.2
Include a cover sheet indicating the project title, location, construction
contract number, and the names of the persons originating and checking the
calculations.
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