Yikes
SAWHORSE
I have a project where we are demolishing the existing (public) spa that was previously built into the roof of a parking structure below. The plan is to remove the coping and infill the spa with load-bearing styrofoam, waterproof membrane with miradrain, and pour deck topping slab to match the adjacent existing deck topping slab.

There are cars parked directly underneath this spa.
The original permit set shows that the spa is built into a vault / well in the structural concrete roof deck (see image below):

So, here's what's weird: This city's environmental health department (like many others in the area) has a standard correction for pool/spa removal that says to "crack the shell" of the spa. To me, this presumes that it's a conventional in-ground spa/pool built into the dirt, and they want to make sure that stormwater drains away after it's abandoned.
However, in our case where it's a rooftop spa built into a structural vault/well above the parking garage, then cracking the shell makes no sense, because (a) stormwater should never get in the old spa area due to the new waterproof decking above, and (b) if it did get in there it would have no place to go, because it's built into a well. I'd rather not crack the shell, because I don't want some careless construction worker to accidentally go too far and start demoing the structural slab below it.
QUESTION before I respond to the health department: Is there any other reason or code that I'm missing that should compel cracking the spa shell to expose the structural well underneath?

There are cars parked directly underneath this spa.
The original permit set shows that the spa is built into a vault / well in the structural concrete roof deck (see image below):

So, here's what's weird: This city's environmental health department (like many others in the area) has a standard correction for pool/spa removal that says to "crack the shell" of the spa. To me, this presumes that it's a conventional in-ground spa/pool built into the dirt, and they want to make sure that stormwater drains away after it's abandoned.
However, in our case where it's a rooftop spa built into a structural vault/well above the parking garage, then cracking the shell makes no sense, because (a) stormwater should never get in the old spa area due to the new waterproof decking above, and (b) if it did get in there it would have no place to go, because it's built into a well. I'd rather not crack the shell, because I don't want some careless construction worker to accidentally go too far and start demoing the structural slab below it.
QUESTION before I respond to the health department: Is there any other reason or code that I'm missing that should compel cracking the spa shell to expose the structural well underneath?
Last edited: