Redacted
Structural
- Mar 12, 2016
- 160
Hi there,
I am working on a project, which involves quite an old home. After doing an inspection of the roof structure it was found that some portions of the ends of the rafters and a portion of the timber wall plate, which rests on the load bearing walls/beams has rotted.
What is the typical detail for fixing these kind of issues?
See the attached image.
For the timber wall plate, would you cut off the rotted section and attach a new timber wall plate to the existing with an angle and through bolt it?
For the timber rafters, would you nail/bolt a timber section (same as the rotted) to the existing rotted section and connect the new section to the wall plate using skew nails?
The loads that we are dealing with here are quite low. Only roof loads, no snow load but there is wind load from hurricanes. Although the local code doesn't normally need tie-downs if the roof is fully slate, which it is.
Any help with sketches or guidance would be appreciated.
Thanks!
I am working on a project, which involves quite an old home. After doing an inspection of the roof structure it was found that some portions of the ends of the rafters and a portion of the timber wall plate, which rests on the load bearing walls/beams has rotted.
What is the typical detail for fixing these kind of issues?
See the attached image.
For the timber wall plate, would you cut off the rotted section and attach a new timber wall plate to the existing with an angle and through bolt it?
For the timber rafters, would you nail/bolt a timber section (same as the rotted) to the existing rotted section and connect the new section to the wall plate using skew nails?
The loads that we are dealing with here are quite low. Only roof loads, no snow load but there is wind load from hurricanes. Although the local code doesn't normally need tie-downs if the roof is fully slate, which it is.
Any help with sketches or guidance would be appreciated.
Thanks!