Originally Posted by
Bigdogzack
I'm a building inspector by trade and although we wouldn't advise on the safety of your tank (i.e. if you called the city, therefore I won't suggest you call your building inspector...liability issues) we would recommend that you talk to a structural engineer if you have any concerns...unfortuanately not that many contractors really understand the dynamics of structural loading (i.e. as was stated above, most tradespeople just "build by the book" and or their lumber yards recommendations - some of which have structural engineers on staff)...the building code requires that a structural engineer review any conditions that do not fall within the definition of being "empirical" in nature...what was stated above about wood "settling" over time is called "creep" - next time your by an older home check out the garage's overhead door header, probably sags in the middle (why we now use built-up or engiveered lumber for large span headers....my point is, Bangguy is totally correct, don't make the mistake of thinking that because a floor seems ok at first that it won't slowly sag (creep) over time...many a tank that misteriously starts to leak after several years is because of streesses slowly building up untill something "gives"...as was stated above, your safest approach is to make sure the tank is supported all the way down to a concrete slab (although I aggree that a 75 gallon isn't much of a concern if it's placed perpindicular to the floor joists and it's supports fall directly over floor joists - i.e. avoid point loads on the subfloor area between the joists...I would be cautios if it's placed parrellel)... :thinking:
Let me get your opinion on this if I may.
I just set up a 125 with a 40 sump. Total weight around 1500#. Unfortunately, I had to place it parallel to the joists. It sits square over two joists. They are 2x10 old, hardwood joists. In the basement, below the tank ~20" from one end is a vertical concrete support column. I positioned a floor jack about 6" from the other end of the tank with a 4x4 spanning the joists (before the tank was filled). Due to a gas line, I couldn't place it directly under the tank. I also used a large tank base using 2x8's that are 90" in length with evenly distributed vertical support columns and a perfectly square base.
The tank was dead level (every direction throughout the tank) when empty, and remained dead level when full and running. Even used a mounted laser level at points throughout the room (calculated it got me to the nearest 3 degrees).
I am a few years departed from my structural engineering classes in college
(bioengineering and EE degrees) so I think I dispersed the loads enough.
Opinions? Just want a second opinion to reassure my thinking. :yes: