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NYC Building Code

§ 1607.8.1.2 — § 1607.8.1.2

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What is NYC BC § 1607.8.1.2?

Quick Answer

This section establishes design requirements for intermediate rails, balusters, and panel fillers, specifying that they must withstand various loads including concentrated and vertical downward loads of 50 pounds. The statute emphasizes that wind loads exceeding 50 pounds should be considered separately. Applies to building owners responsible for compliance with railing design standards.

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

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1607.8.1.2 Intermediate rails.

BC § 1607.8.1.2

Intermediate rails (all those except the handrail), balusters and panel fillers shall be designed to resist a concentrated load of 50 pounds (0.22 kN) in accordance with Section 4.5.1.1 of ASCE 7, a vertically downward load of 50 pounds per foot (0.73 kN/m), and a concentrated upward load of 50 pounds (0.22 kN) applied at the most critical location. Reactions due to this loading are not required to be applied simultaneously with one another, and are not required to be superimposed with those of Section 1607.8.1 or 1607.8.1.1. The railings, balusters and components shall be designed separately for the effect of wind when the total wind load on the panel or component exceeds 50 pounds (0.22 kN). The wind load need not be combined with any other live load.

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