PART 4 — STRUCTURAL DESIGNUpdated for the 2024 Ontario Building Code

4.1.8.17.Site Stability

(1) The potential for slope instability and its consequences, such as slope displacement, shall be evaluated based on site- specific material properties and ground motion parameters referenced in Subsection 1.1. 3. as m odified by Article 4.1.8.4., and shall be taken into account in the design of the structure and its foundations. (See Note A-4.1.8.17.(1).)

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Code text is reproduced for reference from the Ontario Building Code (O. Reg. 163/24, 2024 Building Code Compendium). This page is provided for general information and is not an official copy. Always verify requirements against the official Ontario Building Code and confirm with your local building department.