Section 675IAC14-4.3-94.5. Table R602.3.1; maximum allowable length of wood wall studs exposed to wind speeds of 100 mph or less in seismic design categories A, B, C, and D1

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5. Add a sentence to footnote b to read: In areas where snow load is 20 psf (.96 kN/m²) or less and wind speed is 90 mph or less, f_bis to be not less than 1,310 psi and E not less than 1,400,000 psi. (Fire Prevention and Building Safety Commission; 675 IAC 14-4.3-94.5; filed Mar 6, 2008, 11:13 a.m.: 20080402-IR-675070483FRA; readopted filed Aug 4, 2011, 8:35 a.m.: 20110831-IR-675110254RFA)

                    
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