Richard
Elite Member
- Joined
- Apr 6, 2000
- Messages
- 4,998
- Location
- Knoxville, TN
- Tractor
- International 1066 Full sized JCB Loader/Backhoe and a John Deere 430 to mow with
Re: Darn wall isn\'t \"flat\", rip out? other ideas?
In general, the left side of each brace is nailed and the right side is screwed in. The wall doesn't move too much right now because it's built like a tank. It might be easier to do by removing the cross braces.
What I'm thinking right now is a mixture of the above (at least I think it's a mixture)
1. Remove all the screws from braces. If need be, go ahead & yank the braces OUT but wait for that decision
2. See if I can push the board back some & perhaps try to anchor it back
3. As I fundamentally think the stress from anchoring it back will add other stress in other places, my expectation is, the kerf slice (verses cutting a wedge) might be a good idea to help relieve some of that pressure.
4. If the kerf cut & anchoring helps draw it back, then I'll scab a support board onto the side to strenghten it
5. If it's still quirky after that, I'll investigate yanking the whole board out and (sigh) redoing that section.
If I'm ever given a choice of doing something "right" (or overkill as my wife might accuse) or "just enough" (or "cheap" as I might respond back to my wife), I'll near always take the harder road and do it right. (as I define it to be)
In general, the left side of each brace is nailed and the right side is screwed in. The wall doesn't move too much right now because it's built like a tank. It might be easier to do by removing the cross braces.
What I'm thinking right now is a mixture of the above (at least I think it's a mixture)
1. Remove all the screws from braces. If need be, go ahead & yank the braces OUT but wait for that decision
2. See if I can push the board back some & perhaps try to anchor it back
3. As I fundamentally think the stress from anchoring it back will add other stress in other places, my expectation is, the kerf slice (verses cutting a wedge) might be a good idea to help relieve some of that pressure.
4. If the kerf cut & anchoring helps draw it back, then I'll scab a support board onto the side to strenghten it
5. If it's still quirky after that, I'll investigate yanking the whole board out and (sigh) redoing that section.
If I'm ever given a choice of doing something "right" (or overkill as my wife might accuse) or "just enough" (or "cheap" as I might respond back to my wife), I'll near always take the harder road and do it right. (as I define it to be)