lubos1984
Structural
- Jul 5, 2019
- 65
Hello Everyone,
I am working on a project where a client wants to convert a section of a house to a cathedral ceiling. Right now its a square hip roof with ceiling joists. The ceiling joists would be removed. As well the roof has intermediate beams to support the 2x6 rafters since some of them span over 20'. My questions are:
1. Size new rafters - this seems straight forward as i would evaluate the rafters based on the unsupported span for the snow / dead loads and size new ones appropriately.
2. 2x8 HIP. I always assumed that a typical hip functions similar to a ridge board. If the ceiling joists are removed should the hip be evaluated as if its a ridge beam as you would for a gable cathedral roof ?
3. Do the exterior walls need some sort of lateral support now that you remove ceiling joists ?
I've added a picture with some measurements.
Thank you all for your help.
I am working on a project where a client wants to convert a section of a house to a cathedral ceiling. Right now its a square hip roof with ceiling joists. The ceiling joists would be removed. As well the roof has intermediate beams to support the 2x6 rafters since some of them span over 20'. My questions are:
1. Size new rafters - this seems straight forward as i would evaluate the rafters based on the unsupported span for the snow / dead loads and size new ones appropriately.
2. 2x8 HIP. I always assumed that a typical hip functions similar to a ridge board. If the ceiling joists are removed should the hip be evaluated as if its a ridge beam as you would for a gable cathedral roof ?
3. Do the exterior walls need some sort of lateral support now that you remove ceiling joists ?
I've added a picture with some measurements.
Thank you all for your help.