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  1. CladdingNYC

    Table 1604.3 - Deflection Limits

    Dear Engineers, I'm trying to settle a disagreement I have with an engineer (I'm an architect) about Chapter 16, Table 1604.3. Footnote “f” states: “The wind load is permitted to be taken as 0.7 times the “component and cladding” loads for the purpose of determining deflection limits herein”...
  2. CladdingNYC

    Calculating rainfall on a vertical surface

    I'm trying to calculate the volume of rain that would accumulate at the base of a building facade during a driving rain. The example I have in mind is a 50 story office building without setbacks, adjacent to a 1 story building, where the facade overlooking the low building is unprotected by...

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