The live loads used in the design of buildings and other structures shall be the maximum loads expected by the intended use or occupancy but shall in no case be less than the minimum uniformly distributed live loads given in Table 1607.1.
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in accordance with ASTM E2397. The uniform design liveload in unoccupied landscaped areas on roofs shall be 20 psf (0.958 kN/m 2 ). The uniform design ...
of saturation of the soil as determined in accordance with ASTM E2397. The uniform design liveload in unoccupied landscaped areas on roofs shall be 20 ...