Including Change 2, August 2006
Loads. Provide loading information in accordance with UFC 1-200-01.
Identify the source for all loads listed.
Foundation Conditions. Fully describe the foundation conditions,
including the following, where applicable:
Describe site conditions, type of foundation to be used and the method
employed to determine allowable soil bearing values.
Indicate the minimum allowable soil bearing capacity for shallow
foundations, or the pile or pier capacity in both tension and compression for deep
Indicate the passive, active and at rest design pressures, the coefficient of
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.
Materials. Clearly define the types, grades, and properties of materials
for each structural element and system.
Quality Assurance. Provide a summary of the quality assurance
Ammunition and Explosive Storage Facilities. Drawings that include
standard approved design for Ammunition and Explosive storage facilities must include
a note clearly identifying the source, name, and date of the standard design.
Marine Structures. List mooring, berthing and deck loads for marine
structures, including ship classes, (e.g., DDG 51, CG 47, CVN, etc.) with associated
See UFC 1-300-09N, Design Procedures.
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.
Include a cover sheet indicating the project title, location, construction
contract number, and the names of the persons originating and checking the