Yeah, I just did the math--132 lb on each screw on the floor joists. I was being lazy. I'll have to put joist hangers on there. On the top rail I ran the screws through oak dowels at the grain end attachment points. There won't be a lot of pulling force on there so I think we'll be safe with that. If not, we'll find out tomorrowAs a carpenter, I'd suggest far more reinforcement of the corners, or welded metal bands formed around the top and bottom. That will be an awful lot of pressure on two deck screws and a 2x4
700 gallonsThat is a really big tank it looks like it might be over 400 or might even be 600 gallons
Thanks for the link BlindSight. There is some valuable r&d stuff on there.
I really doubt the liner will fail due to puncture. I suspect it will fail either at the point of attachment at the top of the liner or at the vertical support loops (which I will take a picture of tomorrow instead of try to explain it). The material is very strong.
