Racecarl
Well-known member
Hopefully this clears up what I was thinking. This method should straighten up the building. Then you can stake and brace the building and redo the sill and foundation, doing one wall at a time.
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Hopefully this clears up what I was thinking. This method should straighten up the building. Then you can stake and brace the building and redo the sill and foundation, doing one wall at a time.
Don't get me wrong - I don't have a problem with anyone paying to have the work done, or doing it themselves. No problem with big or small, rented or owned, new or old.
What I've ALWAYS taken issue to is the defeatist attitude. This is a site for guys that like to DO things! I hate (well, hate is a strong word -LOL!) it when guys either tell someone NOT to try it, or that it's TOO dangerous, TOO expensive, TOO hard, TOO soft, TOO stupid, or whatever. In my 48 years experience the sky rarely - if ever - falls and you can do pretty much anything you put your mind to.
That's as good a plan as any. I had originally thought about bracing the east wall (same as left side of your pic #1) to keep it in place. After bracing the joists, I just thought I'd raise that side a bit and see how the building moved when I started up with the other side. It moved quite a bit on it's own. I also had the added benefit of the back of the building tied to another building. Not much holding, but some. Your idea to pull it back up some and brace that side to keep it from keeling over should be good.
I doubled the joists because they were old and I'd bet good money they would have split had they not been sistered with fresh wood and construction glue. One joist was already broken and had a temp patch. They just looked OLD.
Another idea (after bracing up the joists) might be to go up with the building on temp wall supports, then kind of scooch (sorry for the deep technical terms) the roof sideways a little at a time.
FWIW - I lifted an entire side of my building - 16x20 area, similar construction and two layers of shingles - with a Craftsman race floor jack and my backup HF orange $40 floor jack. The jacks had no problem lifting the building. I just went a little at a time, maybe 3-4 inches, then stopped, braced and looked things over. I nailed a stack of 2x6s for a jacking platform/joist spanner (pic #5) and used two double 2x4s as jack posts. Made sure they were straight, took them up against the joist brace snug then ran a screw into the brace in case the jack post got loose. Pump one jack, then the next, repeat. Survey the situation about every 3-4 pumps. Pic 8 shows the main sliding supports - 2 ea 2x4s made into an "H" and extended up beside a joist. Move the building up a bit, run some deck screws in from the sides, add a couple of misc 2x4s in the middle and the weight is supported. Support the weight on the jacks, remove the screws and go up again. You just inch it up and watch how it goes, then make adjustments.
I also kept the front and rear open, clear of obstructions and my tennis shoes tied tight.![]()
I think I spent maybe $500~600 if that much.
Egyptians got those big boss stone blocks up the pyramid, for sure we can save a wood shed with a few tools!
Good ideas there. Geezs - was there some "Book Of Sheds" best seller in the 20s that had people building all these look-a-likes?
Anyway, he'd really blow his top if he got a higher tax bill. This place has been in the family for 75 years...and tax on 45 acres is only like $900!
Why would they reassess your tax for fixing up a shed? It's not an improvement, it's a repair/maintenance.
& wouldn't 45 acres fall under agricultural use?
Def look into talking to the local Dept Of Ag office.. Farm Bureau? Ya might get a grant from the Govt to fix it

Thanks for the input Rogues.
And Bull...great thread.
Now that I've had more time to think about the possibilities, I'm starting to think about even putting a new slab under it. The "slab" now consists of three different ones, which are cracked and uneven. I never really noticed how bad it was until I got everything out of there two days ago. I don't know if its worth it...I could get by the way it is. If I did a new slab, I would have to either pour a new footing or make it into a pole barn style foundation...more time, more cost, more work. Ugh. A nice, flat level slab would be pretty nice though...
The one I fixed for my son had a bad floor, but the floor was separate from the footer. I broke up what was left of the floor, took it out with the Bobcat, dug it out a little and put in #1 crusher run. Some compacting and it was ready for a new floor. A couple of years later my son tore it down and put up a new 42 by 63 building. Oh well, it got him through a couple of years.
