Hello all, I have lurked on this site for a long time and have learned a lot here, but this is my first post.
I have a nagging concern about a remodeling project that I am working on and I would really appreciate any advice.
I am remodeling a small 1940's wood-framed house. It's a single story with an attic that has been converted to 2 bedrooms. The roof of the house is a simple gable with the ridge running front to back. Roof pitch is about 8 in 12. There is a knee wall running down the sides of the attic bedrooms.
As part of my project I have removed a 13.5 foot long, first floor bearing wall. This wall ran through the center of the back half of the house. To replace the bearing wall, I used an inverted header which I read about in JLC about 2 years ago:
I cut the existing ceiling joists where they crossed the bearing wall, inserted a beam built up of (4) 1.75" x 9.75" LVL's, then hung the ends of the exising ceiling joists on the LVL beam with joist hangers.
This plan was stamped by an engineer and city official issued the permit.
However, I still have a nagging concern that I have increased the chance for rafter thrust to spread out the exterior walls of the house. Before I cut the ceiling joists, they obviously tied the rafter ends together stopping any spread.
Now that the the ceiling joists are are cut in the middle and nailed into Simpson joist hanger, I am wondering if the diagonal nails that go into the joist ends are enough to resist any spreading.
The beam has been installed for a couple weeks while we are waiting for electricians to finish their work and no spreading is noticed yet, but I'm concerned about the long term & snow loads on the roof.
So before I close up this ceiling, do you think this is something to be concerned about, or should I take additional steps to resist the spreading of the rafters? If so, what do you suggest?
Thank you very much for your help!
I have a nagging concern about a remodeling project that I am working on and I would really appreciate any advice.
I am remodeling a small 1940's wood-framed house. It's a single story with an attic that has been converted to 2 bedrooms. The roof of the house is a simple gable with the ridge running front to back. Roof pitch is about 8 in 12. There is a knee wall running down the sides of the attic bedrooms.
As part of my project I have removed a 13.5 foot long, first floor bearing wall. This wall ran through the center of the back half of the house. To replace the bearing wall, I used an inverted header which I read about in JLC about 2 years ago:
I cut the existing ceiling joists where they crossed the bearing wall, inserted a beam built up of (4) 1.75" x 9.75" LVL's, then hung the ends of the exising ceiling joists on the LVL beam with joist hangers.
This plan was stamped by an engineer and city official issued the permit.
However, I still have a nagging concern that I have increased the chance for rafter thrust to spread out the exterior walls of the house. Before I cut the ceiling joists, they obviously tied the rafter ends together stopping any spread.
Now that the the ceiling joists are are cut in the middle and nailed into Simpson joist hanger, I am wondering if the diagonal nails that go into the joist ends are enough to resist any spreading.
The beam has been installed for a couple weeks while we are waiting for electricians to finish their work and no spreading is noticed yet, but I'm concerned about the long term & snow loads on the roof.
So before I close up this ceiling, do you think this is something to be concerned about, or should I take additional steps to resist the spreading of the rafters? If so, what do you suggest?
Thank you very much for your help!
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