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IBC 2003 seismic design loads for site retaining walls -10/14/04

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Question:  Need help understanding the IBC 2003 requirements for determining the design loads for a site retaining wall not near a building in Pennsylvania.  IBC Section 1614.1, exceptions allows for design based on ASCE 7.  ASCE Section - Earth-Retaining Structures, refers back to Section  This Section - Investigation, falls under Seismic Design Categories D, E, & F.  We have determined that the buildings we are designing elsewhere on the site are Seismic Design Category C.  Are they referring to to define that investigation is needed, not that we need to be Category D, E, or F?
James E McNutt
James E. McNutt
A. W. Lookup Corp.

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