- Dec 20, 2016
- 257
- Pool Size
- 30000
- Surface
- Plaster
- Chlorine
- Salt Water Generator
- SWG Type
- Pentair Intellichlor IC-60
I was unaware of a few codes when I started my build but figured a few out along the way. I don't want to be the "code police" (as opposed to the "dream police" for those who remember) her you go.
704.3 Handhold. A handhold shall consist of any of the following: (a) A continuous coping, ledge or handhold shall be placed a maximum of twelve (12) inches (305 mm) above the water surface or no greater than six (6) inches (152.4 mm) below water level. A ledge shall have a minimum projection of three (3) inches (76 mm). Individual handholds must be at least six (6) inches (152.4 mm) in length and one and one-half (1 ½) inches (38 mm) in depth. Attachment must be made by an approved listed waterproof epoxy. Vanishing edges sloping into the main body of water shall have a maximum wall thickness of fifteen (15) inches (381 mm) when used as a handhold.
For me, it meant I had to add a 3" ledge along the raised bond beam stretch below the waterline or add some sort of handhold every 4 feet. If your raised area is a maximum of 12 inches above the waterline, you are OK. Otherwise, you need the ledge or a handhold.
SPL...Thanks for the heads up. Think I read about this somewhere, you pool people are making me read much more than my little brain can absorb! Our friends found a work-around for their raised beam, will have to check it out when I'm over there Saturday. Ours is going to be 18", which I believe is the same as theirs. Wondering if having larger stone pieces sticking out would suffice? Will definitely do some more investigating. Anyway, I appreciate the "policing" thanks.