I am building a wall so I can put up pegboards etc.
It's not load bearing but it has to support the 6x8 feet frame and plywood I am using as a loft up there. The reason I ask is I have to turn the 2x4 studs SIDEWAYS because gaining clearance (1.5" instead of 3.5") inside the new "room" is going to make a difference inside for drawers to slide open.
Anyway I was going to shoot 3.25 nails but I started thinking adding strong tie brackets etc. there's only going to be 6 studs or so spanning the 6 foot wide wall. But I was wondering if moving to 2x6 would be better? Does bowing matter as they are less straight on the 4x or 6x side?
In reality it should be ok I just wanted to overengineer it a little
It's not load bearing but it has to support the 6x8 feet frame and plywood I am using as a loft up there. The reason I ask is I have to turn the 2x4 studs SIDEWAYS because gaining clearance (1.5" instead of 3.5") inside the new "room" is going to make a difference inside for drawers to slide open.
Anyway I was going to shoot 3.25 nails but I started thinking adding strong tie brackets etc. there's only going to be 6 studs or so spanning the 6 foot wide wall. But I was wondering if moving to 2x6 would be better? Does bowing matter as they are less straight on the 4x or 6x side?
In reality it should be ok I just wanted to overengineer it a little




