XR250
Structural
- Jan 30, 2013
- 5,934
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I'd be hesitant to do that. Can you require longer fasteners to make up the difference?Fair enough. A Simpson LPT4 does not have enough capacity in SPF. Would you consider adding some vertical timber screws to supplement?
I like how the footnotes say that an LTP4 satisfies the IRC requirements even though it clearly does not.Fair enough. A Simpson LPT4 does not have enough capacity in SPF. Would you consider adding some vertical timber screws to supplement?
This is the issue I have with the IRC in general. A LOT of things don't calc out, or at least didn't when I last looked at it. At the time, I came to the conclusion that the IRC was for simple structures far away from high seismic and wind zones. But, that is a different thread. Sorry for the hijack in advance....satisfies the IRC requirements even though it clearly does not.
Mixing fastener types. Load sharing between different fastener types or configurations is pretty tough to predict, and is not always directly additive. So I avoid it where I can.Longer fasteners in the LPT4? What is you hesitation with timber screws to supplement? Honestly, I have a pretty wide wall segment on this one so I can use 4 clips but for argument's sake and future jobs I'd like to hear what you have to say.