I need some help / advice on the following, Please. You would think I would now the answer, but I don't.....
My house roof plan has a couple flat shed dormers with 4/12 slope and I'm wondering how the connection to the upper main roof, 8/12 slope, is accomplished without a supporting beam under the connection ?
I also, will have a couple large gable end wall dormers with ~12' long valleys. The ridge will have a beam under it to give support but there will not be any beams under the valleys. Once again, I'm wondering how the valley connection is accomplished without beam support ?
For what it's worth I asked the above questions to 2 different National Brand SIP Representatives and they both said the information was proprietary to each job. However, they would be able to provide the answer once I entered into an agreement with them.



Being a retired GC I feel this is BS. The books they all freely hand out to customers include showing panel connections at corners, sill and top wall plate among others but do not show what I'm needing. What gives ?
Also I will have a high snow load requirement of 90-100 lbs per sq. ft. @9600 ft elevation in the Rockies of Colorado.
Thanks in advance.