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sphelps 12-06-2011 08:18 PM

with 1.5" thick subfloor and 16" joists span a 13" wide tank simply won't cause enough deflection to damage the tile. Also that load rating I mentioned is based on deflection not failure.

mike31154 12-07-2011 03:17 AM

Here's a good read. Actually came upon this through a link on another thread dealing with tank volume.

http://badmanstropicalfish.com/articles/article28.html

Myka 12-07-2011 04:39 AM

I can't see the subfloor being 1.5" thick...where are you able to see the subfloor Coleus? If it is indeed 1.5" thick you don't need to do anything to the tile. It won't deflect enough to dislodge the tiles or crack the grout.

As far as the actual weight of the tank, I told you from the get go that you don't need to support the floor. Thankfully some other people have come in here and supported this as well. ;)

sphelps 12-07-2011 04:57 AM

Myka, I believe subfloors are required to be 1.25" thick for tile, typical subfloors are 3/4" so when tile is to be set builders lay an extra sheet of 1/2" on top. However depending on the builder extra 3/4" may be more available so they may double up on the 3/4" to make 1.5". I've seen this a few times before so I wouldn't doubt it, but even 1.25" is plenty.

reefwars 12-07-2011 05:05 AM

Quote:

Originally Posted by sphelps (Post 658000)
Myka, I believe subfloors are required to be 1.25" thick for tile, typical subfloors are 3/4" so when tile is to be set builders lay an extra sheet of 1/2" on top. However depending on the builder extra 3/4" may be more available so they may double up on the 3/4" to make 1.5". I've seen this a few times before so I wouldn't doubt it, but even 1.25" is plenty.


as true as it is not many people use the required thickness for subfloors(5/8" or 1 1/4 including the original ply) ) most just use 3/8" to match with hard wood easily by the time tile goes on........

Coleus 12-07-2011 04:34 PM

Quote:

Originally Posted by Myka (Post 657990)
I can't see the subfloor being 1.5" thick...where are you able to see the subfloor Coleus? If it is indeed 1.5" thick you don't need to do anything to the tile. It won't deflect enough to dislodge the tiles or crack the grout.

As far as the actual weight of the tank, I told you from the get go that you don't need to support the floor. Thankfully some other people have come in here and supported this as well. ;)

well the stair to my basement was not finished so i can see that there is a .5" layer on top of 1 inch subfloor. Then my tile is on top of that. So I assume it is 1.5" subfloor that you guys are talking about. I better take some pictures and post it here. I will get some engineer guy come over and take a look to make sure.

Thanks for everyone inputs here, we should really have a "Thanks" system going on this board.

Coleus 12-07-2011 04:36 PM

ok i guess my subfloor is 1.25" not 1.5. Damn cheap builder lol

Myka 12-07-2011 04:50 PM

That is floor level, not a stair, right? I think you're good to go. The worst thing that could happen is the grout cracks or a tile pops up. The tiles themselves shouldn't crack unless they are el cheapo. If the grout cracks or a tile pops up use silicone-based sanded grout to fix it up. It is pretty easy to work with. It is what is recommended in showers and baths for in the corners and between the tub and the tile. It works well and comes in the same array of colors as the grout is. Made to match (although the match isn't perfect).

Mapei is the brand I'm used to working with. Now that I read the manufacturer website it is actually acrylic-based caulking, not silicone.

Quote:

Originally Posted by sphelps (Post 658000)
Myka, I believe subfloors are required to be 1.25" thick for tile, typical subfloors are 3/4" so when tile is to be set builders lay an extra sheet of 1/2" on top.

Maybe I'm not remembering properly, but I thought standard subflooring is 5/8"? Then builders add 1/2" for tile which technically makes 1 1/8", but most just call it 1". It's been awhile since I was in the industry.

sphelps 12-07-2011 05:02 PM

Quote:

Originally Posted by Myka (Post 658119)
Maybe I'm not remembering properly, but I thought standard subflooring is 5/8"? Then builders add 1/2" for tile which technically makes 1 1/8", but most just call it 1". It's been awhile since I was in the industry.

Newer homes should be 3/4" as far as I know, mine is.

Myka 12-07-2011 05:04 PM

Could be a BC/AB difference too. I should dig out my BC Building Code book...wonder where it is.

Skimmerking 12-07-2011 05:10 PM

Quote:

Originally Posted by Myka (Post 658130)
Could be a BC/AB difference too. I should dig out my BC Building Code book...wonder where it is.

Its under your tank stand as a shim remember:razz:

Gripenfelter 12-07-2011 05:47 PM

I have 2" thick ply wood floors with thinset, steel mesh, more thinset, and then marble/porcelain tile on top. 300 gallon fish tank with stand will weigh 4000 lbs.

Under the floor are 2 I beam joists 16" apart from centre or 12" apart from edge to edge supporting the 7 ft tank length wise. I boxed in the I-beams and put 4 steel teleposts under the joists. One side of the joist rests on a concrete exterior wall. The tank is 12" from the exterior wall. The joists are 16' long and the other side sits on a steel beam.

So far with 1500 lbs or so on top of the joists right now there is 0 degrees of deflection and that is without the teleposts installed. I would be surprised if I saw 1 degree of deflection.

sphelps 12-07-2011 05:48 PM

Quote:

Originally Posted by Myka (Post 658130)
Could be a BC/AB difference too. I should dig out my BC Building Code book...wonder where it is.

I think it depends on material as well could be 5/8 for ply but should be thicker for OSB and could be some weird number like 23/32" which is basically 3/4". Also joist span is between 16-24" typically so that can play a role as well.

StirCrazy 12-07-2011 11:08 PM

Quote:

Originally Posted by sphelps (Post 658154)
I think it depends on material as well could be 5/8 for ply but should be thicker for OSB and could be some weird number like 23/32" which is basically 3/4". Also joist span is between 16-24" typically so that can play a role as well.

two layers of 19/32" glued and screwed on 6" centers. will give you the min code of L360 deflection, if it is on properly sized joists on 16" centers. problem is so many builders cut corners and the L360 is a min code which in many cases is not sufficient for natural stone or larger tiles (these can require up to L480)

with the building boom over the last 15 years there are a lot of bad builders that would not put the second layer of plywood, or neglect to glue the two layers of plywood togeather, or spaced the screws every 8". no glue and a larger screw spacing can actualy add up to a lot of money in a large tiled area. you figure the recomended aplication of the glue is two tubes per sheet. at 12 bucks a tube combined with less screws you can save over 100 bucks in a 16x16 room. make this a subdivision with 40 houses, and other cost saving measures it can add up to a lot for a developer.

if you realy have a 1.25 or 1.5" subfloor, with ceramic tiles you would be fine.. the only thing I would recomend is adding extra blocking between the joists under the area to help spread the weight over more joists, which also stiffens a floor.

Steve


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