|
A few Simpson ties would take care of the wind issue.
Put HHDQ tiedowns on the corner posts bolted to concrete footing.
Stud plate ties and girder tiedowns along the side walls top and bottom.
If the roof doesn't have snow load, your trusses can be minimal dimension and widely spaced with the corrugated steel. No live load up there, right? No one is walking on that roof.
__________________
"Rust never sleeps"
|