sip panel at lookout corner

[DoubleStud]

When you do a conventional framing, you do ladder framing 1:1 at the lookout and use a structural subfascias to support the corner. Does anyone have a detail on how it is done with sip panels and without a shoulder beam? I don't deal with sip panels a lot and cant seem to find anything on manufacturer websites.

 

[jittles]

Just like a continuous plate where the SIP has a location for it to slot over, you can still use the structural sub-fascia idea. They'll have to leave that blocked out on however many panels you need then field install the continuous sub-fascia from corner back onto the adjacent SIPs. Those adjacent SIPs hold up the additional load of course, just like in conventional framing.