mattlikesbikes
Well-known member
We will be starting interior framing in the next week. Metal should go up today.
I am doing bookshelf girts, where the bottom one will be treated.
6x6 posts, for the girts I was going with 2x4, but for the bottom plate should I do 2x6? I will be foaming, so 2x4 would let me foam between the metal and sill. we are using 2" CCF.
Since there is no stud weight on the sill with girts, should I nail down the sill? keep it sealed tight?
Speaking of seal, what should I use? Seen a mix of remarks on foam gasket, gasket + Caulk, Caulk, fancy gasket, etc
This is TX, but an area that gets a lot of spring fog and humidity. The slab is on top of a pretty tall (12-32") gravel pad, so high and dry. But lots of bugs out here at the ranch.
I am doing bookshelf girts, where the bottom one will be treated.
6x6 posts, for the girts I was going with 2x4, but for the bottom plate should I do 2x6? I will be foaming, so 2x4 would let me foam between the metal and sill. we are using 2" CCF.
Since there is no stud weight on the sill with girts, should I nail down the sill? keep it sealed tight?
Speaking of seal, what should I use? Seen a mix of remarks on foam gasket, gasket + Caulk, Caulk, fancy gasket, etc
This is TX, but an area that gets a lot of spring fog and humidity. The slab is on top of a pretty tall (12-32") gravel pad, so high and dry. But lots of bugs out here at the ranch.
