CallMeVilla,
Just wanted to clarify that I understood the head problem would require a larger pump to push water up the slope...and I'm expecting to only be under the waterline by some 6 to 12 inches.
Thank again...
Thanks for the info gentlemen.
Stewart, yes, it seems only England uses the form in the link supplied. I see that as strange since it looks to be an excellent solution to the problem; connecting new to old.
BridgeMan, do you have knowledge of a location or link to pick up standard brink...
CallMeVilla,
I'm a novice with pools but believe to have a mechanical understanding of why I'm placing the mechanicals under the waterline! Actually there's two reasons for moving the equipment; 1. flow efficiency, and 2. an outdoor kitchen wood burning oven over the equipment bay...
I've looked and looked but I haven't been able to locate a basic plumbing schematic for a below water-line install of pump, filter, water fall, and solar connections. Maybe there's a secret I don't know? Please advise! Thanks in advance... Paul.
What would be the best method or practice connecting to the existing red block 4x8x16 wall with concrete 8x8x16 block; see attached pic. The 6x8x16 is stopping at 2 courses and back filled. I will be continuing up for another 6 courses of 8x8x16 block. Appreciate your expert opinion. Thanks, in...
First off, thanks for the input and time offered. Secondly, I have decided to do it right and take the patio down the 2 stepping up with 2 themed landings to meet the pools elevation. That said, obviously, I had a hard time explaining my predicament! Youre correct in that pictures would help...
My Question: Is there a standard method of protecting joist framework from topography where the terrains elevation is above the concrete stem wall; am I talking crazy, can it be reliably protected from rot? Should this be avoided at all cost? Does it pass code? CAD detail too, if available?
My...