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Roof Gardens Live load

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We do several jobs were we have live roofs (roofs with a gardens, not necessary accessible after construction).  Based on ASCE 7-05 table 4-1, the live load should be designed for 100 psf.  Can anyone clarify if this is only for roofs with gardens that is accessible. 

 

Any help would be great.

 

Thanks.

 

Marlou