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TEMPORARY CONSTRUCTION LOADS

TEMPORARY CONSTRUCTION LOADS

TEMPORARY CONSTRUCTION LOADS

(OP)
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!

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