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Wind Uplift on Footings

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Am I hallucinating or is there a provision in the UBC for a F.S.>1.5 against

For some reason, I can't find that requirement. I found it for sliding and
overturning relative to retaining walls, but not uplift on footings. I'm
reviewing shop drawings for a lightweight shade structure.


T. William (Bill) Allen, S.E.
Consulting Structural Engineers

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