Chapter 4101:8-5 Accepted Engineering Practice

502.5 Allowable girder spans. The allowable spans of girders fabricated of dimension lumber shall not exceed the values set forth in Tables 502.5(1) and 502.5(2).

TABLE R 502.5(1) GIRDER SPANSa AND HEADER SPANSa FOR EXTERIOR BEARING WALLS

TABLE 502.5(2) GIRDER SPANSa AND HEADER SPANSa FOR INTERIOR BEARING WALLS

See Tables at http://www.com.state.oh.us/dic/Documents/ResidentialCodeboardchangestotheOBOA2004ResidentialCodeofOhio.pdf

Effective: 05/27/2006

R.C. 119.032 review dates: 05/27/2011

Promulgated Under: 119.03

Statutory Authority: 3781.10(A)

Rule Amplifies: 3781.10, 3781.11, 3791.04

506.1 General. Concrete slab-on-ground floors shall be a minimum 3.5 inches (89 mm) thick (for expansive soils, see Section 403.1.8). The specified compressive strength of concrete shall be as set forth in Section 402.2.

Effective: 05/27/2006

R.C. 119.032 review dates: 05/27/2011

Promulgated Under: 119.03

Statutory Authority: 3781.10(A)

Rule Amplifies: 3781.10, 3781.11, 3791.04