Hi guys. I have a bit of a problem. I have a detached garage from the early 1950s that I'm trying to convert into a workshop. It's a simple hip roof design, nothing really unique there.
I'm trying to create a ceiling so I can hang some drywall and fluorescent lights. I ran into a problem with the top plate. See the attached picture.
I need to span about 19'. If I'm looking at the span tables right, I can use Douglas fir 2x8 if I'm not planning on using the attic for storage. But the problem now is, the clearance between the top plate and the rafters is only 3 1/2". If I'm reading local code correctly, I'm only allowed to taper 1/4 of the width of the joist at the edge of the top plate. Which means a max taper of about 5 1/2".
Anyone know what I can do here? I'm in talks with a few structural engineers. But I'd like to weigh my options before spending a ton. I've even considered a drop ceiling, but all installs I've seen use ceiling joists. I'd have to hang it from the rafters somehow, and I'm not sure that's legal per code either.
I'm trying to create a ceiling so I can hang some drywall and fluorescent lights. I ran into a problem with the top plate. See the attached picture.
I need to span about 19'. If I'm looking at the span tables right, I can use Douglas fir 2x8 if I'm not planning on using the attic for storage. But the problem now is, the clearance between the top plate and the rafters is only 3 1/2". If I'm reading local code correctly, I'm only allowed to taper 1/4 of the width of the joist at the edge of the top plate. Which means a max taper of about 5 1/2".
Anyone know what I can do here? I'm in talks with a few structural engineers. But I'd like to weigh my options before spending a ton. I've even considered a drop ceiling, but all installs I've seen use ceiling joists. I'd have to hang it from the rafters somehow, and I'm not sure that's legal per code either.
