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Garage surcharge

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We have a residential garage on a sloping site, therefore, two of the foundation walls will be retaining.  Distributed live loads from the 2003 IBC indicate a 40 psf live load for a residential garage.  If the slab weight (say 50psf) is added to that, would 90 psf be an adequate surcharge for the wall design?

 

Thanks,

Joe Grill