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NYC Building Code

§ 2308.6.6.1 — § 2308.6.6.1

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What is NYC BC § 2308.6.6.1?

Quick Answer

This section outlines the requirements for bracing cripple walls in Seismic Design Categories A, B, and C. It specifies that cripple walls with a stud height exceeding 14 inches must be treated as a story and braced according to established guidelines. Applies to building owners with structures in designated seismic categories.

General informational summary. Not legal advice for your situation. Consult an attorney before acting on any specific matter.

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2308.6.6.1 Cripple wall bracing in Seismic Design Categories A, B and C.

BC § 2308.6.6.1

For the purposes of this section, cripple walls in Seismic Design Categories A, B and C having a stud height exceeding 14 inches (356 mm) shall be considered a story and shall be braced in accordance with Table 2308.6.1. Spacing of edge nailing for required cripple wall bracing shall not exceed 6 inches (152 mm) on center along the foundation plate and the top plate of the cripple wall. Nail size, nail spacing for field nailing and more restrictive boundary nailing requirements shall be as required elsewhere in the code for the specific bracing material used.

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