A roof patio deck is being designed atop a condominium project. The structure consists of a 10” RC slab, rigid fiberglass insulation, EPDM membrane roof (1.5 psf), and 2 1/2” thick unreinforced concrete pavers. Also, suspended from the roof slab is the weight of mechanical equipment, sprinklers, lights and ceiling. What total dead load in PSF would you design the roof slab? A 124 B 108 C171 D158
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