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What is the distance from the Foundation wall to LVL ?
And what is 'LVL' ? One thing I see that would make me uncomfortable is it looks like you are asking the plywood sheeting to take the whole load. If this is true, and the tank is not sitting directly on the joists, I'd recommend you sister those joists far enough under the tank so the plywood doesn't deflect and fail. Plus that would take out your tiles :biggrin: There is a formula for sistering, but I can't find it on the web right now. |
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The space that is underneath the tank is reserved for another big fowlr tank that I plan for future, so the sump will eventually move down to basement. Therefore i don't want any post underneath the tank Quote:
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Here is my latest sketch http://www.canreef.com/vbulletin/pic...pictureid=4997 |
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Then you can install two or more beams right to left, between these beams with a hanger like the ones used here http://www.ilevel.com/roofs/r_MicrollamLVL_beams.aspx this way, you would not lose too much height in the basement you would use 2x8 or 2x10s (more research needed here. This would only hold up your existing floor joists. As mentioned already this would not support the plywood floor that the tank sits on. |
can you make the stand for the tank wider then it needs to be?....... it would distribute the weight over a greater area and give you some piece of mind......but really.....135 g over 10' shouldnt be an issue.....especially if the house is new and assuming the framers did the floor properly:wink:
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yeah id have to agree if you were hitting the joists with your tank you would be in a better position(depending on the type of tile/stone and if it was set right) personally i would remove the tiles all together where the tank sits and double up the plywood with 1/4" ply to fill the void or do as doug said and build the stand so its a little bigger than the tank and sits on the joist edit**** |
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Thanks for everyone inputs so far, I learned lots of new stuff today |
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