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Hanger Load Increase

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I believe there is a special requirement for loads suspended from hangers (platforms, etc.)  I seem to remember where hangers are to be designed for 125%-150% of the load.  Do you know which code references this increase (ASCE, AISC, IBC)? 
 
Any information would be helpful -- and thanks in advance!
 
Chris Meyer
Shell + Meyer Associates, Inc.