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// CODE SNIPPET

602.10.9.1 Braced Wall Panel Support for Seismic Design Category D

Ohio Residential Code 2013 > 6 Wall Construction > 602 Wood Wall Framing > 602.10 Wall Bracing > 602.10.9 Braced Wall Panel Support > 602.10.9.1 Braced Wall Panel Support for Seismic Design Category D
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In one-story buildings located in Seismic Design Category D2, braced wall panels shall be supported on continuous foundations at intervals not exceeding 50 feet (15 240 mm). In two story buildings located in Seismic Design Category D2, all braced wall panels shall be supported on continuous foundations.

Exception: Two-story buildings shall be permitted to have interior braced wall panels supported on continuous foundations at intervals not exceeding 50 feet (15 240 mm) provided that:

1. The height of cripple walls does not exceed 4 feet (1219 mm).

2. First-floor braced wall panels are supported on doubled floor joists, continuous blocking or floor beams.

3. The distance between bracing lines does not exceed twice the building width measured parallel to the braced wall line.

Related Code Sections


602.10.9.1 Wall Construction, Braced Wall Panel Support for Seismic Design Category D
In one-story buildings located in Seismic Design Category D 2 , braced wall panels shall be supported on continuous foundations at intervals ...
Ohio Residential Code 2013 > 6 Wall Construction > 602 Wood Wall Framing > 602.10 Wall Bracing > 602.10.9 Braced Wall Panel Support > 602.10.9.1 Braced Wall Panel Support for Seismic Design Category D
R602.10.9 Wall Construction, Braced Wall Panel Support
In Seismic Design Categories D 0 , D 1 and D 2 , braced wall panel footings ...
2019 Residential Code of Ohio > 6 Wall Construction > R602 Wood Wall Framing > R602.10 Wall Bracing > R602.10.9 Braced Wall Panel Support
2308.6.8 Wood, Braced Wall Line and Diaphragm Support
in Seismic Design Categories D and E, exterior braced wall panels shall be in the same plane vertically with the foundation or the portion ...
Ohio Building Code 2017 > 23 Wood > 2308 Conventional Light-Frame Construction > 2308.6 Wall Bracing > 2308.6.8 Braced Wall Line and Diaphragm Support
R403.1.3.4 Foundations, Interior bearing and braced wall panel footings in Seismic Design Categories D0, D1 and D2
In Seismic Design Categories D 0 , D 1 and D 2 , interior footings supporting bearing walls or braced wall panels , and cast monolithically ...
2019 Residential Code of Ohio > 4 Foundations > R403 Footings > R403.1 General > R403.1.3 Footing and stem wall reinforcing in Seismic Design Categories D0, D1, and D2 > R403.1.3.4 Interior bearing and braced wall panel footings in Seismic Design Categories D0, D1 and D2
301.2.2 Building Planning, Seismic Provisions
The seismic provisions of this code shall apply to buildings constructed in Seismic Design Categories C, D 0 , D 1 and D 2 , as determined ...
Ohio Residential Code 2013 > 3 Building Planning > 301 Design Criteria > 301.2 Climatic and Geographic Design Criteria > 301.2.2 Seismic Provisions
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