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NYC Building Code

§ 2308.6.6.2 — § 2308.6.6.2

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What is NYC BC § 2308.6.6.2?

Quick Answer

This section addresses the requirements for bracing cripple walls in Seismic Design Category D, specifically for walls with a stud height exceeding 14 inches. It outlines bracing lengths and adjustments for sheathing types when continuous foundations are absent. Applies to building owners involved in construction within seismic zones.

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

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2308.6.6.2 Cripple wall bracing in Seismic Design Category D.

BC § 2308.6.6.2

For the purposes of this section, cripple walls in Seismic Design Category D 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. Where interior braced wall lines occur without a continuous foundation below, the length of parallel exterior cripple wall bracing shall be one and one-half times the lengths required by Table 2308.6.1. Where the cripple wall sheathing type used is Method WSP or DWB and this additional length of bracing cannot be provided, the capacity of WSP or DWB sheathing shall be increased by reducing the spacing of fasteners along the perimeter of each piece of sheathing to 4 inches (102 mm) on center.

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