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The slab is a post-tension foundation slab, and it's not a basement. I'm not sure of the thickness, but I could find out. I have thought about how much weight load-bearing walls hold, but I just wish the 2x4 laying flat was a 2x6 on its side acting as a header. The house is completed now, so not nearly so easy to change any of this stuff, but I really want to put my new tank here. Anyone else have some insight?
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