Do I Need Floor Supporting?!?

eenoo

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It's impossible to tell if your tank will be OK without knowing the construction of the floor. I've been in many historic concrete buildings where clients wanted to increase floor loading only to find out that the floors were not adequate to sustain code level loading as they were. I would say that you will most likely be OK, however nobody here can tell you for sure.

For instance, in your case, your tank, 240g, should weight approximately 2000# of water, plus stand, tank, sump, say at least 2500#. Over 15 square feet, that's approximately 170 pounds per square foot. Code required is to be designed for 40 pounds per square foot. This is of course an average, and higher loads are to expected in some areas.

If it were me, I'd set it up against the wall, not peninsula.
Sorry that it double posted. So I did a bit of digging. My floor is 8in reinforced concrete. Would that hold? From my research ive basically concluded that structural engineering makes no sense.
 

kalare

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if you have an 8" reinforced concrete floor, and knowing that some guy put a car on his floor, I wouldn't worry very much :)
 

kevensquint

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4x4 lumber has a tendency to warp and twist and shouldn't be used in stand construction. Using 2x6 for the top frame would be sufficient.

2x4's would be sufficient for the legs using "rocket engineers" design:

bfb2a0edcc4372620ed15452fd04c81e.jpg
I built a stand for a 160 using these plans. I followed the instructions exactly. The stand looked great. But, it sagged in the middle just enough to be noticeable. Had to empty the tank and reinforce the stand. The stand would not have collapsed, but as I mentioned in a previous post. Tanks don't like to sag. So the stand must not.
 

PAXpress

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I work with structural engineers (I do IT so I dont know jack about construction) and we calculated my 175g before I ordered it.
 

jwwoodjr

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I'm in the process of building a house and know where the tank will go. I'm planning on a 6' tank but not sure on total volume. My only concern is that it's in the middle of an open floor plan parallel to the floor joists. My contractor said he can tie the joists together and it will be sitting on a triple laminate beam. Does this seem reasonable or should I drop back and punt? It's easier to add support now than later on once everything is closed up.
 

kalare

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I'm in the process of building a house and know where the tank will go. I'm planning on a 6' tank but not sure on total volume. My only concern is that it's in the middle of an open floor plan parallel to the floor joists. My contractor said he can tie the joists together and it will be sitting on a triple laminate beam. Does this seem reasonable or should I drop back and punt? It's easier to add support now than later on once everything is closed up.

Unfortunately this is impossible to answer without knowing joist size, span & spacing, and proposed beam size and grade. Since this is a new home, I am assuming you have had a structural engineer design your home. I would strongly suggest getting that engineer to design for your largest possible tank size, and reinforce the floor (or confirm that it will work). Note that even if the floor is potentially STRONG enough, it may have a very large deflection, and you may notice a dip in the floor that can un-level your tank and create a noticeably sloped floor. A structural engineer should be able to account for this and provide the proper size joists/beams to support the tank.

Another note. There are many many great contractors. I would never trust one to make structural decisions in any structure, no matter if they've have 40 years of experience. Granted, I am biased as a structural engineer, however I've seen way too many improperly modified buildings where a contractor, with good intentions, made bad advice and created unstable and/or dangerous conditions. Please get your floor checked by a licensed engineer.

Good Luck!
 

Debacle

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Hopefully the experts are still following this thread, and if so can i get their opinion as to my tank placement. I am including a rough drawing of the floor. Solid dark blue is a metal beam. Light blue are floor joists. Red box is possible aquarium locations. not to scale and not actual floor joist locations. Just shown for directional placement only.

Tank will be a 150g Glass Cages aquarium with measurements of 48"x24" Home was built in 2003. Floor joists are 16" on center and constructed of 2x10 beams resting on top of metal beam. Location 1 is against an outside wall. Location 2 is against an outside living area wall. Other side of the wall is the garage. I am assuming that is a load bearing wall. Full basement underneath both locations. Was planning on putting up two https://www.homedepot.com/p/Tiger-Brand-Super-S-Series-8-ft-4-in-Jack-Post-J-S-100/100022783 underneath the floor joists to help support the weight with a 2x6 or 8 header between them. Plumbing/Filtration room will be below the aquarium.

I know position 1 will be ideal as it spans more joists, but not sure if I can make it work with the room being long and narrow. Position 2 is fall back placement. So will my floor support?
floor.jpg
 

Debacle

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**Note.
Not entirely certain if the final positioning of placement #2 will actually go across the metal beam.
 

kalare

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What's the distance from outer wall (wall where position 1 is against) to the steel beam? If position 2 is not over the steel beam, how close is the southern (assuming the drawings is with the top to the north) edge of the tank to the steel beam, and is the tank situated more south or more north of the beam?
 

Debacle

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Update to the drawing above. Please overlook my awesome drawing skills. I try not to show up the professionals but it is just so hard sometimes. Where I added the green box is actually a partition wall separating the living and kitchen areas. This wall is non structural. From Northern edge of the house to the wall is 129". Tank position 2 would be centered from partition wall to exterior northern wall. Hence 40.5, 48, 40.5.

What's the distance from outer wall (wall where position 1 is against) to the steel beam? From northern end of the wall to the steel beam is 9'8". Assuming I put the tank 8" from the wall, and the tank is 24" wide, there will be aproximately 84", or 7', from the southern end of the tank to the steel beam.

If position 2 is not over the steel beam, how close is the southern (assuming the drawings is with the top to the north) edge of the tank to the steel beam?. 27" from the Southern end of position 2 to the steel beam. 40.5" from the Northern end to the corner of the exterior wall.


and is the tank situated more south or more north of the beam? Tank would not be situated over the beam as stated above.

floor.jpg
 

kalare

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You have relatively small spans and relatively deep joists (normal size for newly constructed homes, but older homes have MUCH smaller stuff). You joists are at 16" O.C. so I see no issue with placing the tank in either orientation.

Note that in option 2, while walking around in the other room (below the green wall) or in the area around the tank, your tank might slightly bounce and you may notice water movement (it shouldn't be much at all) at the top rim.
 

Debacle

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Thanks. Would you recommend placing floor jack w/ header under the locations?
 

akopley

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It's impossible to tell if your tank will be OK without knowing the construction of the floor. I've been in many historic concrete buildings where clients wanted to increase floor loading only to find out that the floors were not adequate to sustain code level loading as they were. I would say that you will most likely be OK, however nobody here can tell you for sure.

For instance, in your case, your tank, 240g, should weight approximately 2000# of water, plus stand, tank, sump, say at least 2500#. Over 15 square feet, that's approximately 170 pounds per square foot. Code required is to be designed for 40 pounds per square foot. This is of course an average, and higher loads are to expected in some areas.

If it were me, I'd set it up against the wall, not peninsula.

I have an engineer coming next Tuesday to see about putting a 240 along the railing pictured. I think the tank is parallel to joist but hoping that by partially sitting directly on top of a load bearing wall i can get away with minimal additions. Maybe a few additional joist. Would love to hear your thoughts.

tank dims 96"x24"x25"

IMG_0090.jpg


IMG_0089.jpg
 

kalare

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Sorry but it's impossible for me to tell anything from photos alone that don't show framing members. I'd wait till the engineer you have coming out takes a look. Assuming that wall is a bearing wall, and that the floor joists run perpendicular to it...it shouldn't be a problem. There are however many other factors that could make or break your situation, you made a good call by having someone come out to give you peace of mind.
 

akopley

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Sorry but it's impossible for me to tell anything from photos alone that don't show framing members. I'd wait till the engineer you have coming out takes a look. Assuming that wall is a bearing wall, and that the floor joists run perpendicular to it...it shouldn't be a problem. There are however many other factors that could make or break your situation, you made a good call by having someone come out to give you peace of mind.

It’s a super funky house layout as the architect originally designed it for himself. I’m curious to see what the report is Tuesday. Thanks for the reply.
 

Huff747

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I've read this thread a couple times now and I feel pretty confident that I should be good but thought I'd post some pictures and info and get some second opinions. I have a 6ft 125 gallon tank that I plan on running a 30-40 gallon sump on. Here's what the joists look like. 2 inches (on the ends) by 12 inches and 16 inch centers.
IMG_4859.jpg


And under the room where the tank may go was finished before we moved in but I can see the metal beam in the unfinished part running across and so would assume that's a floor jack.
IMG_4857.jpg


Pardon my awesome drawing skills but here's where the tank may sit. It would be perpendicular to the joists and based on my measurements the beam runs ~9 inches in front of that wall.
IMG_4858.png


And once again based on my measurements X should mark the spot above where the floor jack is located.
IMG_4860.png


Tank may still end up in the basement as I can't decide if I want to risk the wood floors or if I like it being right by those cabinets and want to move the pictures but would like to know I'm covered if it does end up here.

Thanks for any input.

 

akopley

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Everyone will say to get an engineer to come look but you seem very safe being right under that beam. I had a 180 on the 2nd floor with no issues. I had an engineer come out for my upcoming 240 gallon. He suggested supporting jacks and beams in my garage which I am adding.
 

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