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What is NYC BC § 1605.4?

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This section outlines the design requirements for structural integrity load combinations using the alternate load path method. It specifies how to calculate factored loads based on building risk categories. Applies to building owners responsible for structural design compliance.

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1605.4 Structural integrity load combinations – alternate load path method.

BC § 1605.4

Where specifically required by Sections 1615 through 1617, elements and components shall be designed to resist the forces calculated using the following combination of factored loads: D + f1L + f2W(Equation 16-27) Where: f1 = 0.25 for buildings in Risk Category II. f1 = 0.5 for buildings in Risk Category III or IV. f2 = 0 for buildings in Risk Category II. f2 = 0.33 for buildings in Risk Category III or IV. The live load component f1L need not be greater than the reduced live load.

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