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emporary construction loads
temporary construction loads
i am in the process of restoring a concrete parking garage topped with asphalt designed for 2000# concetrated loads (not alot considering weights of asphalt spreaders, rollers and bobcats with filled buckets)
i understand i can allow higher loads during construction (restoration) since they are only temporary. anyone have guidance to such increases allowed or code references pertaining to this?
thanks all!
go purchase asce 37:
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