|
02/07/2016, 04:30 PM | #1 |
Registered Member
Join Date: Dec 2007
Location: Bay Area, CA
Posts: 124
|
Advice needed on weight bearing on wooden floor
Hi,
I am interested in replacing my existing 16gallon AIO tank with a 34gallon tank with sump (total 43 gallons). The total weight of new system including cabinet provided by manufacturer is 595lbs. Not sure what my existing system weighs, but I would estimate around 170lbs. The systems is going into a study on the 1st floor with wooden floors. A big 6x2.5 desk is next to the aquarium and together they cover 60% of width of a wall. Room size is 12x12. The wall is an inside wall, which I believe is load bearing, but cannot cofirm. Need some advice from folks knowledgeable in this area, if it is ok to get the tank. Thanks in advance. |
02/07/2016, 04:46 PM | #2 |
Registered Member
Join Date: Mar 2015
Posts: 44
|
600 lbs is really nothing. Its like 3 big guys standing there. If the tank is against the wall there will be plenty of support. The only times i would think about structural support would be with 100+ g aquariums on higher levels. With the house were building we craned up full loads of mdf and osb sheeting and stacked them over top of a load bearing wall. They likely weighed 8,000 lbs
Is there a basement underneath? |
02/07/2016, 05:05 PM | #3 | |
Registered Member
Join Date: Dec 2007
Location: Bay Area, CA
Posts: 124
|
Quote:
So no problems with 600lbs load? BTW, we have a front loading washer with the dryer stacked on top, which probably weights around 500-600lbs with no issues. Last edited by animan; 02/07/2016 at 05:24 PM. |
|
02/07/2016, 05:49 PM | #4 |
Registered Member
Join Date: Oct 2015
Location: Waynesboro, VA
Posts: 418
|
Are the joists running perpendicular to how the tank will sit or parallel? If you are spreading your weight over multiple joists it would definitely be less of a burden to the support system. My 150 gallon plus sump, cabinet, and rock required a single sister joist to be placed (we had a structural engineer come evaluate it) and it is in a new build. We also have the tank perpendicular to the joists on an outside wall.
I would at least make sure that the desk and tank are supported by multiple joists rather than sitting all on the one (maybe catching two). Assuming it is a load bearing wall it should be situated with them perpendicular but make sure so you don't end up with a bowing joist that needs to be strengthened later. |
02/07/2016, 06:57 PM | #5 | |
Registered Member
Join Date: Dec 2007
Location: Bay Area, CA
Posts: 124
|
Quote:
Thanks for the suggestion. I did crawl down to check it out, and it looks like the main 2x6 joists are parallel to the tank, and the sub-floor planks are perpendicular to the tank. The joists are placed 1 foot apart so the tank would sit on wall joist + another one. But the good thing is, that there is a massive support joist right in the middle of the room running perpendicular to the tank. This would be right in between the desk and the tank. What do you think, would it be ok? Thanks again. |
|
02/07/2016, 07:49 PM | #6 |
Registered Member
Join Date: Oct 2015
Location: Waynesboro, VA
Posts: 418
|
So because of the large support beam running there is the span of the 2x6 on each side only like 6 feet? I have 2x10s and they have a span of 13 feet. They were also supporting a portion of the island in the kitchen as well.
I would say you should be okay but it is weight that will be stationary. Do you have a nail gun? It took like 15 minutes to get two joists sistered. I would just worry because of them being 2x6s but I tend to focus on the what ifs. I think the worst case would be you start to have a bow. over time. Placing a sister joist helps to stiffen the original joist. |
02/07/2016, 07:56 PM | #7 |
Registered Member
Join Date: Nov 2008
Location: Kansas City
Posts: 388
|
I agree with an earlier point; weight would never even cross my mind with a 34g tank. Especially since you're on a wall with two joists under the tank. I over-engineered when I had my 180 and put two floor jacks under it, but for a 34 I would worry about a lot of other things before I worried about the weight.
(I am not a structural engineer. My advice is worth what you paid for it) |
02/07/2016, 07:57 PM | #8 | |
Registered Member
Join Date: Nov 2008
Location: Kansas City
Posts: 388
|
Quote:
Agreed. Though, here in America, it's like two big guys. Three regularish guys. |
|
02/07/2016, 08:59 PM | #9 | |
SALTWATER since '73
Join Date: Apr 2006
Location: Katonah, NY/ San Fernando Ca./ Sea Isle City NJ
Posts: 6,210
|
Quote:
__________________
______________________________________ Jan. '11 TOTM Manhattan Reefs Current Tank Info: 500g & 200g acrylic DTs/2 separate reef systems |
|
02/07/2016, 09:26 PM | #10 |
Registered Member
Join Date: Dec 2014
Location: Mattituck (Long Island), NY
Posts: 38
|
You should be fine with those tanks... you really need to consider strucural integrity of the floor and structure when you start pushing 1,000 pounds. That is when getting the opinion of an engineer would br prudent. Screwing in some sister joists wont hurt anything, but not nessicary.
i am having an extension put on the house this spring, and I am having support and pluming for a new tank worked into it. I am hoping for a 180 in the future, but realiticly going to upgrade to a 90. having it worked in and supported was probably over kill, but I'm a fan of over kill. with that said though, I have a 14 gallon bio cube on top of a 2x4 framed, cedar shethed dresser with no issue; which seemed questionable when I first put it there.
__________________
If someone wrote a book about your life, would anyone want to read it? Current Tank Info: 55 gallon fowlr tank, 14 gallon Biocube. |
02/07/2016, 09:43 PM | #11 |
Registered Member
Join Date: Dec 2007
Location: Bay Area, CA
Posts: 124
|
|
02/07/2016, 09:49 PM | #12 |
Registered Member
Join Date: Dec 2007
Location: Bay Area, CA
Posts: 124
|
Thanks for all the inputs guys!! Really appreciate your help.
I ended up ordering the tank since the sale was ending... actually it ended yesterday, but I had it in my cart and it was accepted. From all the inputs received I think I am good to go. Will check out the sister bracing option as well. Thanks! |
02/07/2016, 09:56 PM | #13 |
Registered Member
Join Date: Oct 2015
Location: Chillicothe Ohio
Posts: 468
|
Your fine.....
__________________
"But did you die !" Current Tank Info: 75g nondrilled reef. |
02/07/2016, 11:13 PM | #14 |
Registered Member
Join Date: Jun 2004
Location: SoCal
Posts: 1,092
|
Floor joist are designed for dead load and live load. Your tank is considered "dead load" and each joist is calculated for both which is typically combined.
Parallel is not ideal but it all depends upon the unsupported span and where the load sits on the joist (mid span etc.). If you can access the joist, it can't hurt to sister it to prevent deflection. Check out the section of the building code below. http://publicecodes.cyberregs.com/ic..._23_par160.htm
__________________
75 Lee Mar Peninsula Tank, Reef Octo Elite 150, Custom Advanced Acrylic Sump, (2) MP40, Vectra M2 Main Pump, (2) XR15 Pro, Clear Water ATS CW-50, Alkatronic,GHL Doser 2.1, Apex Neptune El with Trident |
|
|