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R602.10.7.1 Braced Wall Panel Support for Seismic Design Category D
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2. 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:
- The height of cripple walls does not exceed 4 feet (1219 mm).
- First-floor braced wall panels are supported on doubled floor joists, continuous blocking or floor beams.
- The distance between bracing lines does not exceed twice the building width measured parallel to the braced wall line.
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