Section 675IAC14-4.3-112. Section R607.1.2; masonry in seismic design categories A, B, C, and C1

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Change SECTION R607.1.2 to read as follows: R607.1.2 Masonry in Seismic Design Categories A, B, C, and C₁. Mortar for masonry serving as the lateral-force-resisting system in Seismic Design Categories A, B, C, and C₁ shall be Type M, S, or N mortar. (Fire Prevention and Building Safety Commission; 675 IAC 14-4.3-112; filed Jun 13, 2005, 3:00 p.m.: 28 IR 3279, eff 90 days after filing with the Secretary of State; readopted filed Aug 4, 2011, 8:35 a.m.: 20110831-IR-675110254RFA)

                    
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