Roof structure design using knee wall, hangers, strut for support
Talking with local builders I'm getting two responses to this design:
1. No problem.
For the first group I wonder if they have actually calculated load and whatever is required to satisify local building codes.
And for the second group I wonder if they understand how the hanger & strut distribute the load to the floor joists.
I don't know who to trust. Does anyone have 1st hand experience building as per the drawing below?
What am I missing?