Section 675IAC15-2-9. Design live loads

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The design live loads shall be as specified in 675 IAC 15-2-10 and shall be considered to be uniformly distributed. The roof live load shall not be considered as acting simultaneously with the wind load. The roof and floor live loads shall not be considered as resisting the overturning moment due to wind. (Fire Prevention and Building Safety Commission; 675 IAC 15-2-9; filed Mar 25, 1986, 1:44 pm: 9 IR 1982, eff Jun 15, 1986; readopted filed Nov 29, 2001, 12:21 p.m.: 25 IR 1306; readopted filed Sep 21, 2007, 9:20 a.m.: 20071010-IR-675070388RFA; readopted filed Oct 10, 2007, 9:16 a.m: 20071031-IR-675070388RFA; readopted filed Aug 4, 2011, 8:35 a.m.: 20110831-IR-675110254RFA)

                    
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