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  1. OC_eit

    ASCE 7-10 Code Interpretation

    Hi all, I recently got a comment from a plan checker that I must use 4 PSF minimum for the dead load of any ceilings on my project, irregardless of the actual ceiling weight, for both gravity and lateral design. He cites ASCE 7-10, Section 13.5.6.1, specifically where it mentions that "Wp shall...

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