KnurledNut
Well-known member
@safnd2021
Full second story?
I dont know what kind of snow loads you get there, but double check with someone experienced that your headers are big enough.
I mentioned this in a previous post.
Im looking at 9' openings. I think they might be borderline if those are 3-2x10.
I typically reference a chart like this that will provide a baseline:
http://www.southernpine.com/app/uploads/SS_7-12L.pdf
At this point, without tearing anything out, you could run LVLs across the front wall (being sure to span the openings solid) instead of rimboard, and gain better load capacity.
Are you gonna have an interior wall under those TJI's?
I cant quite tell by the picture the size of them (14"?), but if you are free spanning that 30', those joists needed to be at min. 16" [email protected].
You might also look into web stiffeners on the TJI ends. While not always necessary, i would probably run them on this building.
Hope this helps.
Full second story?
I dont know what kind of snow loads you get there, but double check with someone experienced that your headers are big enough.
I mentioned this in a previous post.
Im looking at 9' openings. I think they might be borderline if those are 3-2x10.
I typically reference a chart like this that will provide a baseline:
http://www.southernpine.com/app/uploads/SS_7-12L.pdf
At this point, without tearing anything out, you could run LVLs across the front wall (being sure to span the openings solid) instead of rimboard, and gain better load capacity.
Are you gonna have an interior wall under those TJI's?
I cant quite tell by the picture the size of them (14"?), but if you are free spanning that 30', those joists needed to be at min. 16" [email protected].
You might also look into web stiffeners on the TJI ends. While not always necessary, i would probably run them on this building.
Hope this helps.





