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 Hello all,
Southern Californians....I'm considering acceptance of a residential project under Malibu jurisdiction. Do I remember correctly that they (Tim McCormick?) are strong advocates (i.e., require it) of the rigid diaphragm analysis for residential, light framed wood construction?
No, I don't want to enter into the debate of rigid vs. flexible diaph.. I just want to know how much work lies ahead of me.