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1607.11.1.2 Heavy Live Loads
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Live loads that exceed 100 psf (4.79 kN/m2) shall not be reduced.
Exceptions:
- The live loads for members supporting two or more floors are permitted to be reduced by not greater than 20 percent, but the live load shall be not less than L as calculated in Section 1607.11.1.
- For uses other than storage, where approved, additional live load reductions shall be permitted where shown by the registered design professional that a rational approach has been used and that such reductions are warranted.
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1607.11.1.2 Structural Design, Heavy Live Loads
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Section 1607 Structural Design, Live Loads
Live loads are those loads defined in Chapter 2 of this code.
TABLE 1607.1
MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L 0 ,
AND MINIMUM ...