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  1. predev

    Site Class "F" on Fa and Fv

    An SE consultant said he can support Site Class "C" for our project, but the geo-tech characterized it as Site Class "F". The B.O. defers to the geo-tech and kicks the design back to us for rewrite. As nearly as we can tell in IBC 2003, loads must be increased to "not less than 80% of Site Class...

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