Hi folks,
I'm working on a diy frame out of 30x60 Morton building. I'm trying to partition out 2 of the 'bays' in the building to form a heated 15x30 workspace. I got some free advice from a GC who described how he would approach the project, but after starting, I have some concerns about loads on our roof trusses. I don't have detailed drawings to post of the trusses at the moment, but I do have a photo I took of the work so far...
Trusses are 7' 7" on center.
My questions are:
1) Can I support the 2x8 rafters shown in the photo off of the trusses? The rafters are 16" OC and are secured at the trusses with joist hangers. The other end of the rafter is resting on the wall framing at the exterior edges of the barn. The drywall ceiling would obviously be screwed into the 2x8 framing being put in place. Can we suspend 2x8s and drywall from the trusses? I started with 2x8s for rafters thinking that I might be able to get some light storage space above the ceiling in the middle section of the roof. Based on some initial feedback from Morton, it sounds like I shouldn't do that.
2) I'm planning on building a partition wall at the third truss (not visible but directly off the photo on left side). This would give me a heated workspace of approximately 15x30. My thought for framing the partition wall was to screw a 2x6 header to the underside of the third truss similar to what is shown in the photo on the second truss. Note that the 2x6 you see screwed to the underside of the second truss is temporary only and is just being used to help support the 2x8 rafters as they are installed. The partition wall would then be framed between the sill plate which would be screwed to the floor and the header which would be fixed to the underside of the truss. Are there any concerns with floor heaving pushing that wall up into the truss? I'm in the western new york area and we do get some pretty cold winters.
With this partition wall in place, only the 2nd truss would carry an additional distributed load of ~20 2x8 rafters plus drywall. The partition wall would support the outboard end of the 2x8s over the second bay. The middle truss would support one end of the rafters of from both bays.
https://goo.gl/photos/dbVWePoXyBMaUkDJ9
I have the same question being reviewed by Morton, but am wondering if any of you have any insight.
Thanks for any input
Brian
I'm working on a diy frame out of 30x60 Morton building. I'm trying to partition out 2 of the 'bays' in the building to form a heated 15x30 workspace. I got some free advice from a GC who described how he would approach the project, but after starting, I have some concerns about loads on our roof trusses. I don't have detailed drawings to post of the trusses at the moment, but I do have a photo I took of the work so far...
Trusses are 7' 7" on center.
My questions are:
1) Can I support the 2x8 rafters shown in the photo off of the trusses? The rafters are 16" OC and are secured at the trusses with joist hangers. The other end of the rafter is resting on the wall framing at the exterior edges of the barn. The drywall ceiling would obviously be screwed into the 2x8 framing being put in place. Can we suspend 2x8s and drywall from the trusses? I started with 2x8s for rafters thinking that I might be able to get some light storage space above the ceiling in the middle section of the roof. Based on some initial feedback from Morton, it sounds like I shouldn't do that.
2) I'm planning on building a partition wall at the third truss (not visible but directly off the photo on left side). This would give me a heated workspace of approximately 15x30. My thought for framing the partition wall was to screw a 2x6 header to the underside of the third truss similar to what is shown in the photo on the second truss. Note that the 2x6 you see screwed to the underside of the second truss is temporary only and is just being used to help support the 2x8 rafters as they are installed. The partition wall would then be framed between the sill plate which would be screwed to the floor and the header which would be fixed to the underside of the truss. Are there any concerns with floor heaving pushing that wall up into the truss? I'm in the western new york area and we do get some pretty cold winters.
With this partition wall in place, only the 2nd truss would carry an additional distributed load of ~20 2x8 rafters plus drywall. The partition wall would support the outboard end of the 2x8s over the second bay. The middle truss would support one end of the rafters of from both bays.
https://goo.gl/photos/dbVWePoXyBMaUkDJ9
I have the same question being reviewed by Morton, but am wondering if any of you have any insight.
Thanks for any input
Brian
