Might just be that one rim joist...others look 'flat'?
Why did you not use 2x6's for stiffeners?
How are joists attached to posts?
Why did you not use 2x6's for stiffeners?
How are joists attached to posts?
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Yea, I will do that. It looks pretty bad.Now that I see the construction technique definitely add the cross beam!!! It will stiffen the floor and add stability to the whole building.
Might just be that one rim joist...others look 'flat'?
Why did you not use 2x6's for stiffeners?
How are joists attached to posts?
Hey lots of good advice from everyone. I won't critique what you have done because you're out there putting in the hard work. We sometimes don't think things through completely and that's fine it's life. I have a coop very similar to yours and I can only tell you what I did and maybe suggest what I would do. My boss always says if you're going to build something to over engineer it. It annoys me but he's right. My coop was existing and needed work. Still needs work. The floor was not level and leaned to the right when you walked in. The railroad tie supports in the back had rotted over the years. So I used a few bottle jacks and lifted the back end up a few inches off the ties and removed everything. Then I leveled the dirt and put the good ones back and shimmed the bad side with wood I had lying around. Set it back in place and put some nails in. It's not pretty but I haven't had any problems in a year and a half. I don't know what yours looks like underneath, but some cross bracing couldn't hurt and maybe a 6x6 across all the floor joice setting on a few footers if you can get them in. I did it in the crawl space of my 154 yr old house you can do it on a coop!I started building a coop without plans and when I built the posts and flush beams/joints I wasn't thinking clearly as to where the weight of the walls/roof would be. Nor was I initially planning on putting in the weight of osb/shingles (initially was going to do purlins/tin).
Anyway, the outer 2x6 joists are sagging as that is where the majority of the weight of the walls/roof is. I ordered adjustable crawlspace jacks, I just need to figure out what I need to do to fix the sag.
One side the posts (4x4) are on the corners, the other side they are cantilevered out 2 feet as I initially thought I would make a 6x10. I changed it to an 8x10.
The cantilevered side I am most worried about.
I am thinking of sistering 2 2x6 for a central skid and digging two concrete block footings in the center of each of the outer joists, then using the crawlspace jacks to hopefully fix the sag, or atleast prevent any future sag.
Suggestions? Thanks.
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Yea, I will do that. It looks pretty bad.
View attachment 1751095.... My boss always says if you're going to build something to over engineer it. It annoys me but he's right.