So sorry! And want to start off by saying this post is not meant in any way to be negative just trying to trouble shoot what could have caused this if there is anything that could have been done differently with the stand as I'm about to build a very similar sized system. Although, by the looks of the cracks my guess would be that the bottom pane not being tempered was the ultimate failure along with the thickness. I think the thickness would have been fine had there not been so much force around the bulkheads which were just floating/holding the downward force of the water/weight at point loads. The point loads werent carrying all that much weight but obviously enough to cause the crack.
Just curious about the stand. How exactly was it finished? I know concrete wont be perfectly level 100% of the surface area but as long as there werent any high spots that shouldnt have been a worry. I'm more wondering about the actual structure itself. There could have been settlement issues. That is what worries me the most about doing my large build. I saw the concrete under the tile. Did you just place your support columns on top of that. That should have been fine if you did it that way- around 600-700lbs of force to each of the 6 columns which would be way less than standard concrete psi factor.
And how level was it from corner to corner? And no high spots, right? I dont think this was the cause but just curious how level it was over the entire span.
Did they offer to build you a custom stand for the location, or suggest they should build you the stand?
Did they ask you to put the foam down? If so did they say which thickness or size? I've always thought that using foam on a rimless tank was needed but never used any that was as thick as yours.
Just curious about the stand. How exactly was it finished? I know concrete wont be perfectly level 100% of the surface area but as long as there werent any high spots that shouldnt have been a worry. I'm more wondering about the actual structure itself. There could have been settlement issues. That is what worries me the most about doing my large build. I saw the concrete under the tile. Did you just place your support columns on top of that. That should have been fine if you did it that way- around 600-700lbs of force to each of the 6 columns which would be way less than standard concrete psi factor.
And how level was it from corner to corner? And no high spots, right? I dont think this was the cause but just curious how level it was over the entire span.
Did they offer to build you a custom stand for the location, or suggest they should build you the stand?
Did they ask you to put the foam down? If so did they say which thickness or size? I've always thought that using foam on a rimless tank was needed but never used any that was as thick as yours.
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