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Re: Load Paths

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Dennis S. Wish, PE wrote:

The answer is simply to compare prescriptive conventional framing to engineered design. The walls can be designed to 10-feet in conventional construction but may not calculate in full-compliance. So regardless of whether your stamp is on the project or not, there is a strong argument probably coming from NAHB-RC to support taller walls subject to out-of-plane forces.

This is part of my frustration right there. I realize we've discussed this before but prescriptive provisions outlining "conventional construction" really screw me up when trying to discuss things with builders.

I can handle the "well, the inspector lets us do that" argument, but NOT the "but the Code says it's okay" argument when the calculations don't work!


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