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 R502.5(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