The provisions contained within asce 7 10 for determining the wind loads on rooftop equipment on buildings is limited to buildings with a mean roof height h 60 feet. Per asce 7 the mean roof height h is defined as the average of the roof eave height and the height to the highest point on the roof surface except that for roof angles of less than or equal to 10 the mean roof height is permitted to be taken as the roof eave height. Roofs of buildings with mean roof height 60 feet asce 7 16 section 30 3 roof component and cladding loads for buildings with mean roof heights of 60 feet or less have been revised significantly from asce 7 10.
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