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Residential prescriptive MWFRS wind pressure

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I can't find any mention in the IRC (2003) of what wind load to use for lateral force design.  Only tables for C&C are included.
Am I missing a footnote or something?  Are C&C loads intended to be used for MWFRS residential design?
Performing a more detailed IBC wind load calc including zones, etc, seems excessive where only a small portion of an otherwise prescriptive house requires engineering.
Jim Wilson, PE
Stroudsburg, PA