Where uniform roof live loads are reduced to less than 20 psf 0 96 kn m2 in accordance with section 1607 12 2 1 and are applied to the design of structural members arranged so as to create continulty the reduced roof live load shall be applied to adjacent spans or to alternate spans whichever produces. Because wind levels tend to be somewhat higher on roofs there may be some snow lost due to wind. This publication has been developed to assist designers in the proper understanding and determination of structural loads in accordance with the 2012 edition of the international building code ibc and asce sei 7 10 including dead load occupancy live load roof live load and environmental loads such as rain snow ice flood wind and seismic loads.
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