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What is NYC BC § 3314.5.2?

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This section establishes the requirements for lumber used in scaffolds, specifying that it must meet construction grade standards. It includes a table detailing the maximum permissible spans for wood planks based on thickness and working load. Applies to building owners utilizing scaffolding in construction activities.

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

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3314.5.2 Maximum span for wood plank.

BC § 3314.5.2

All lumber used in scaffolds or their supports shall be at least equal in strength and quality to construction grade lumber in accordance with Section 2301. See Table 3314.5.2 for the maximum span for scaffold planks. Table 3314.5.2Maximum Permissible Spans for 2-Inch Plank Used on Scaffolds Material Full Thickness Undressed LumberLumber of Nominal ThicknessWorking Load (psf)25 50 75 25 50 75 Permissible Span (ft)10 8 6 8 6 5 For SI: 1 inch = 25.4 mm, 1 pound per square foot = 47.88 Pa, 1 foot = 304.8 mm.

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