Section 675IAC14-4.3-13.5. Section R301.2.2.2.1; weight of materials  


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  •   5. Make the following changes to Section R301.2.2.2.1:

    (1) Change the first sentence to read as follows: Average dead loads shall not exceed 15 psf (0.72 kN/m2) for the combined roof and ceiling assemblies (on a horizontal projection) or 10 psf (0.48 kN/m2) for floor assemblies, except as further limited by Section R301.2.2.

    (2) Change the exception to read as follows: Exceptions: 1. Roof and ceiling dead loads not exceeding 25 psf (1.19 kN/m2) shall be permitted provided the wall bracing amounts in Chapter 6 are increased in accordance with Table R301.2.2.2.1.

    (3) Add two (2) exceptions to read as follows:

    2. Light-frame walls with stone or masonry veneer shall be permitted in accordance with the provisions of Sections R702.1 and R703.

    3. Fireplaces and chimneys shall be permitted in accordance with Chapter 10.

    (Fire Prevention and Building Safety Commission; 675 IAC 14-4.3-13.5; filed Mar 6, 2008, 11:13 a.m.: 20080402-IR-675070483FRA; readopted filed Aug 4, 2011, 8:35 a.m.: 20110831-IR-675110254RFA)