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What is NYC BC § 1810.3.4?

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This section outlines the criteria for determining the allowable uplift load for deep foundations, requiring adherence to accepted engineering practices and specific safety factors. It specifies that uplift load tests may be conducted to establish maximum allowable uplift loads. Applies to building owners involved in foundation design and construction.

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

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1810.3.4 Allowable uplift load.

BC § 1810.3.4

Where required by the design, the allowable uplift load for a single deep foundation shall be determined in accordance with accepted engineering practices based on a minimum factor of safety of three or by uplift load tests performed in accordance with Section 1810.4.2.1. Where uplift load tests are performed, the maximum allowable uplift load shall not exceed the ultimate load capacity divided by a factor of safety of two. The allowable uplift load for a deep foundation group shall not exceed the sum of the allowable uplift loads of the individual deep foundations in the group, nor the uplift capacity calculating the group action of the deep foundation in accordance with accepted engineering practice where the calculated ultimate group capacity is divided by a safety factor of 2.5.

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