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IBC 1607.9 >100psf Live Load Reduction

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profplan

Structural
Oct 16, 2008
46
IBC 1607.9 paraphrased:

Live loads greater than 100 psf cannot be reduced, except that live loads for members supporting two or more floors may be reduced by as much as 20 percent. Would the 20% reduction apply to column bases and foundations in a two story building, i.e., roof counts as a floor?

Thanks.
 
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Unless your "roof" is occupied and designed as such, I don't see how you can count it as a floor for the reduction.

Structural Design Engineer
New York, NY
 
I agree. If the roof is a roof then it doesn't count for LL reduction area
 
Thanks all, the consensus is clear.

I can see that a roof level does not meet the floor definition with typical occupant or floor usage loads, unless it is, of course used and specified as a floor. Two or more floors would then define a 3 or more story building with an unoccupied roof.


 
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