Hello all,
I'm wondering if anyone has any referencable industry specifications as to how water line tile should be installed? I've searched ANSI and have articles that reference tile thin set should have >95% coverage for exterior or submerged environments. I also have ANSI/APSP/ICC-5 2011 (R2022) American National Standard for Residential Inground Swimming Pools which covers the specifications of the actual build/structure and this TFP waterline overview.
I'm hoping to find something that specifies the actual mortar application though (troweled). The crew installed the tiles using spot bonding, maybe it's ok in this setting, but nothing I have found confirms that - I did find that ANSI has a few use cases where spot bonding is suitable but it doesn't include this use case. I raised my concerns to our PM and I'll be meeting with him and the contractor tomorrow. Their response was that they've used this team for 100s of pools, no issues, personally guarantee yada yada.
They assured me they'll backfill everything when the lay coping (not sure how the underside would get backfilled?), but clearly there will be gaps no matter how much they backfill. I'm worried I don't have much rebuttal as to the tiles being installed incorrectly without anything to cite. Has anyone else had a similar experience?


I'm wondering if anyone has any referencable industry specifications as to how water line tile should be installed? I've searched ANSI and have articles that reference tile thin set should have >95% coverage for exterior or submerged environments. I also have ANSI/APSP/ICC-5 2011 (R2022) American National Standard for Residential Inground Swimming Pools which covers the specifications of the actual build/structure and this TFP waterline overview.
I'm hoping to find something that specifies the actual mortar application though (troweled). The crew installed the tiles using spot bonding, maybe it's ok in this setting, but nothing I have found confirms that - I did find that ANSI has a few use cases where spot bonding is suitable but it doesn't include this use case. I raised my concerns to our PM and I'll be meeting with him and the contractor tomorrow. Their response was that they've used this team for 100s of pools, no issues, personally guarantee yada yada.
They assured me they'll backfill everything when the lay coping (not sure how the underside would get backfilled?), but clearly there will be gaps no matter how much they backfill. I'm worried I don't have much rebuttal as to the tiles being installed incorrectly without anything to cite. Has anyone else had a similar experience?

