4101:8-6-02.10.5 Continuous structural panel sheathing.

602.10.5 Continuous structural panel sheathing. When continuous wood structural panel sheathing is provided in accordance with Method 3 of R 602.10.3 on all sheathable areas of one or more exterior wall lines, and interior braced wall lines, where required, including areas above and below openings, braced wall panel for such walls lengths shall be in accordance with Table R 602.10.5. Wood structural panel sheathing shall be installed at corners in accordance with Figure R 602.10.5 where such corners are located at both ends of each wall line to which the provisions of this section are applied. The bracing amounts in Table R 602.10.1 for Method 3 shall be permitted to be multiplied by a factor of 0.9 for walls with a maximum opening height that does not exceed 85 percent of the wall height or a factor of 0.8 for walls with a maximum opening height that does not exceed 67 percent of the wall height.

TABLE R 602.10.5 LENGTH REQUIREMENTS FOR BRACED WALL PANELS IN A CONTINUOUSLY SHEATHED WALL

FIGURE R 602.10.5 EXTERIOR CORNER FRAMING

See Table and Figure 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