Great info! I unfortunately, know a bit about construction but, have never seen or heard anything quite like you were able to describe in your article. I have done everything from footing/foundation to to the roof, mechanical, electrical, plumbing, and structural even but, only at a very basic level. My understanding is similar to a contractors level of understanding
I knew I would need to re-enforce the floor but didn't really want to admit it
Question for you though.
The tank will run perpindicular to the floor joists spanning 14' to 15'. The floor below is a finished floor. Will it be safe to triple up the joists and then block them as I cannot add a post below? Will this be enough? My guess is probably for load bearing support; Yes. My floor will eventually sag though is kinda what I am thinking. After all, it is going to nearly 3500lbs on 16 sqft right in the middle of the span.