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Yes, another one of these questions... I know but I have a specific spin on this question that I wanted clarification on...
So I have an external wall that I want to put a tank against. Which from my reading is a good thing to do on a 2nd floor. However I also read that your tank should also be perpendicular to floor joists to spread out the load. However, the exterior wall I plan on putting the tank against runs parallel to the joists.
So I'm confused... obviously exterior walls are load bearing but if it runs parallel to the floor joists then what? No good?
Are exterior walls that run parallel to joists not as good with loads than those running perpendicular?
Tank size I'm thinking is 100 gallons.
So I have an external wall that I want to put a tank against. Which from my reading is a good thing to do on a 2nd floor. However I also read that your tank should also be perpendicular to floor joists to spread out the load. However, the exterior wall I plan on putting the tank against runs parallel to the joists.
So I'm confused... obviously exterior walls are load bearing but if it runs parallel to the floor joists then what? No good?
Are exterior walls that run parallel to joists not as good with loads than those running perpendicular?
Tank size I'm thinking is 100 gallons.