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Ontario Building Code (OBC) Technical Repository

Understanding 2024 Ontario Building Code 4.1.6.5: Snow Load Factors for Lower Level Roofs

Understanding 2024 Ontario Building Code 4.1.6.5: Snow Load Factors for Lower Level Roofs
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Sarah's Expert Insight

OBC Compliance Specialist

"In regions like London and Muskoka, lake-effect snow makes the drift calculations in Section 4.1.6.5 vital for preventing structural failure on multi-level additions. As a senior consultant at empcontracting.ca Inc., your construction contractor in London, Ontario, I emphasize that precise adherence to these 2024 accumulation factors is the difference between a roof that lasts a lifetime and one that requires emergency structural reinforcement."

When planning multi-level structures, understanding how snow accumulates on lower roof surfaces is critical for structural safety. According to the 2024 Building Code Compendium Section 4.1.6.5, specific calculations must be applied to account for snow drifting from higher roof sections onto lower levels.

Snow Load Distribution and Peak Accumulation

The accumulation of snow on a lower roof is determined by several variables, including the peak value of the accumulation factor (Ca0) at the roof step and the distance from that step (x). As your construction contractor in London, Ontario, empcontracting.ca Inc. ensures these complex engineering requirements are met during the design and framing phases.

Key Variables in Section 4.1.6.5

  • Ca0: The peak value of the accumulation factor at the point of the roof step.
  • x: The horizontal distance from the roof step.
  • xd: The calculated length of the snow drift.

Table 4.1.6.5.-A: Wind Exposure and Slope Factors

The code provides a specific matrix to determine how wind exposure (Cw) and roof slope (Cs) interact with accumulation factors. For lower roofs equipped with parapets, the slope factor (Cs) is typically held at 1.0, whereas un-parapeted roofs vary based on the specific slope angle (α).

Drift Considerations and Exceptions

The OBC notes that drifting from a higher roof may not need to be considered if the distance between levels is significantly large or if the height of the step is below a certain threshold relative to the ground snow load. Professional oversight from empcontracting.ca Inc. is essential to interpret these exceptions correctly and avoid over-engineering or under-designing your structure.

Disclaimer: This content is generated from the Ontario Building Code for educational purposes. Always consult with a licensed professional engineer or your local building department before starting any construction project in London, Ontario.

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