I'm looking at putting some light solar above the framing attached. The framing is 1 x 4 laid flat top and bottom chords with a 40' span. The depth of the trusses are at about 24" min to 44" max. The top chord is lightly sloped supporting a "flat" roof above. I've looked for tags to pull...
I've got an existing house constructed of cmu walls with #4 verts at 48" o.c. at the exterior up to about 10' to the plate height. The architect wants to extend the existing walls up to a new top of wall plate height to 12' and 14' in some cases. There is not any space to brace these walls at...
I am looking at a 20'steel stud non-bearing demising wall inside an enclosed building (strip mall) in Phoenix. I have had a few different people tell me the minimum interior wind loading required on this wall. I usually go with 10 psf on interior walls, but I cant find a section in the 2006...
