Engineer can design that part of the "wall" any way he wants to. He/she is the engineer and if they use mesh for the deck part that is their design.
BUT, I think I am wrong again. I have just been speaking to several structural engineers who say that continuing the structural steel out 3' on the deck is no good. They claim if the deck cracks, which it will, the crack will continue down into the pool. So this may not be a good method at all unless there is some type of expansion joint between the pool and the deck.
It seems after all of this being said, the only real way to accomplish this would be with the alternate means. So,
DOES ANYONE KNOW OF A PRODUCT THAT IS FOR SALE TO ACCOMPLISH THE BONDING? IS THERE SOME TYPE OF A ROLL-OUT MAT? WHO SELLS IT? PLEASE POST THE LINK!!!!!
Thanks.
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