To sum it up...
Just in case you didn't check that link out...
*Perpendicular to the floor joists
*Against a load bearing wall
*100 gallons and up, I'd do some serious investigating!
As OrionGirl pointed out, AikidoGuy's point isn't really a good one. Sounds good in theory, but those who know about load support and distribution have said otherwise.
Good luck!
edit - thanks mysterious link fix-er!
Just in case you didn't check that link out...
*Perpendicular to the floor joists
*Against a load bearing wall
*100 gallons and up, I'd do some serious investigating!
As OrionGirl pointed out, AikidoGuy's point isn't really a good one. Sounds good in theory, but those who know about load support and distribution have said otherwise.
Good luck!
edit - thanks mysterious link fix-er!