This limitation was removed in asce 7 16 and thus the provisions apply to rooftop equipment on buildings of all heights. Asce 7 10 provides two methods for wind load calculation. Figure asce 7 95 external pressure coefficients gcp for loads on building components and cladding for monoslope roofs and sawtooth roofs with two or more spans on enclosed or partially enclosed buildings with mean roof height h less than or equal to 60 ft 18 m.
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