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  1. txa129

    PEMB Continuous Perimeter Footing Between Columns

    Driftlimiter - thanks for the reply. I should have clarified but it was my intent that it was understood when I said footing designed to resist vertical loads that included both gravity and uplift forces including applied uplift forces as well as resultant uplift forces from overturning loads in...
  2. txa129

    PEMB Continuous Perimeter Footing Between Columns

    I have a question about the necessity/function of continuous footings on metal buildings. I have seen this detailed a number of different ways. The way I see it most commonly done is a +/- 2ft wide * +/- 1ft thick continuous footing at the same elevation as the column footings with vertical...

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