Looking to see if anyone is familiar with this roof system (photo file attached). I need to estimate the dead load of this system for a rehabilitation project. The 2" of "rigid material" is what I am most unfamiliar with as far as weight goes. Per SJI the joists are either "J series" or "H series" so back calculating the dead load in this case gives varying answers depending on which joist is assumed. I think it can be assumed light weight concrete conservatively but any theory/proof of reducing this number would be very helpful.
Another question is whether additional steps should be taken when cutting new duct openings in this system other than angle framing typical with metal deck?
Location: Christiana, DE
Material (top to bottom): TPO membrane, 3" insulation, 3/4" plywood, 2" rigid material similar to lightweight concrete, 1" insulated base layer.
Another question is whether additional steps should be taken when cutting new duct openings in this system other than angle framing typical with metal deck?
Location: Christiana, DE
Material (top to bottom): TPO membrane, 3" insulation, 3/4" plywood, 2" rigid material similar to lightweight concrete, 1" insulated base layer.