Ouch. I disagree with the whole uplift, roof weighs enough scam....
And I would add H1Z's or H2.5A's, and a post to beam cap no matter what.
So it can be a 4x4 or a 6x6, its up to the HO?....So the HO performs the structural analysis, the architect (kinda) designs what the structure should look like, and you have to make it right.
I just went through this on the commercial building we are converting. I ended up recommending most of the design, hardware and construction methods and the architect build the HO for all of it. I ended up adding some more because I felt like he was very blase about the whole thing.
And I would add H1Z's or H2.5A's, and a post to beam cap no matter what.
So it can be a 4x4 or a 6x6, its up to the HO?....So the HO performs the structural analysis, the architect (kinda) designs what the structure should look like, and you have to make it right.
I just went through this on the commercial building we are converting. I ended up recommending most of the design, hardware and construction methods and the architect build the HO for all of it. I ended up adding some more because I felt like he was very blase about the whole thing.