Section 675IAC14-4.3-108. Section R606.10; anchorage  


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  •    Delete Section R606.10 and substitute to read as follows: Above grade masonry walls shall be anchored to floor, roof, and foundation systems in accordance with details of Figure R606.10(1). In seismic zone C1, above grade masonry walls shall be anchored to floor, roof, and foundation systems in accordance with details of Figure R606.10(1) and Figure R606.10(2). Below grade masonry foundation walls shall be designed and constructed to comply with Sections R403 and R404. (Fire Prevention and Building Safety Commission; 675 IAC 14-4.3-108; filed Jun 13, 2005, 3:00 p.m.: 28 IR 3278, eff 90 days after filing with the Secretary of State; filed Mar 6, 2008, 11:13 a.m.: 20080402-IR-675070483FRA; readopted filed Aug 4, 2011, 8:35 a.m.: 20110831-IR-675110254RFA)