I plan on making a 32x40 shop that is sheethed, insulated and sheetrocked. I want to have at least 1 11ft door on a gable side. However where I am at code says maximum of 10ft studs for stick built and 12ft for poles. I can go over if I have engineering. For either I plan on doing footings and stem walls(I used to be concrete contractor)
So the 2 options I am thinking of are 12ft 3-2x6 laminate posts and match them with bookshelf girts so that the girts are flush with the posts and allow easy sheeting inside and out. I'd plan on attaching the 3-2x6 posts to the walls using sturdy wall post brackets.
2nd option I'm thinking is going with traditional stick built with 2x6s and getting engineering showing what is needed to meet the requirements (doubling up/tripling studs at points and blocking)
A question I have is how much does it cost to have an engineer put together this? If its more then the post brackets, then I think I probably would be better to go with the pole construction.
What everyone's thoughts?
So the 2 options I am thinking of are 12ft 3-2x6 laminate posts and match them with bookshelf girts so that the girts are flush with the posts and allow easy sheeting inside and out. I'd plan on attaching the 3-2x6 posts to the walls using sturdy wall post brackets.
2nd option I'm thinking is going with traditional stick built with 2x6s and getting engineering showing what is needed to meet the requirements (doubling up/tripling studs at points and blocking)
A question I have is how much does it cost to have an engineer put together this? If its more then the post brackets, then I think I probably would be better to go with the pole construction.
What everyone's thoughts?

