This right here makes me believe it's not a load bearing wall. The wall doesn't span the entire width of the house and doesn't even end under a floor joist.
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Can I use some 2x12 to build a header across/above the tank? My original plan was to just over build it. Btw I was a cabinet maker for over a decade but never anything structural.yeah man you are safe to remove that wall it isn't a supporting wall. i would suggest putting in a dbl bottom plate that floats if you have ever noticed any heaving in your basement slab
Yep exactly. There isn’t a single wall in the basement that spans more than 12’ perpendicular to the joists.![]()
This right here makes me believe it's not a load bearing wall. The wall doesn't span the entire width of the house and doesn't even end under a floor joist.
Yep exactly. There isn’t a single wall in the basement that spans more than 12’ perpendicular to the joists.
It’s not gonna be above it it’s going in right here! All my tanks are in the basement. Blue tape is the tentative tank size.how many gal is the DT going to be above it?
This is 17’Other half of the basement with no wall supporting anything. The only difference is the span isnt as long by a few feet.
I'm plus +1 with Josh on this one. 27 years in the construction business.... I'm not a structural engineer but This would not raise a flag for load bearing to me.![]()
This right here makes me believe it's not a load bearing wall. The wall doesn't span the entire width of the house and doesn't even end under a floor joist.
I have enough space to put at least a 12” header above the tank if necessary. Just not sure it’s needed.Those joists being 12” and 19.2 would have a 17’ span ability if they are the smallest, which they appear to be. Assuming the living room isn’t tiled, you can move the wall. Technically it should be on footings, but you can probably get away with it. If you remove the wall without adding support, expect bounce/deflection in your living room.
However, moving it puts you in the situation of having to use a header over the tank in the new wall... probably not ideal.
I would rather support the floor with a header in the existing wall location. Presumably that would be in the utility area and having reduced head room wouldn’t be detrimental.
Can anyone confirm this table is the correct one?I think it’s for roofs!

