I have a residential two way PT floor slab with some decent cantilevers and perimeter spans. The skin of the building is a combination of metal panel, precast, and curtainwall, and it is configured in a way that at one floor it may be curtainwall and the next floor above may be precast with punched windows. Sometimes the wall runs past the slab edge, sometimes it is setback and runs floor to floor.
I have been able to design the slabs for the different perimeter loads and zero in on what I would consider reasonable deflections for a floor. My problem is that the finishes change every floor and they are all deflecting differently. The precast deflects the most and can be above a curtainwall level that may actually move slightly up (in theory) if not loaded with live load.
At this point I am a little nervous on how the floors will work together. What is the biggest required gap that i can indicate on my drawings as without creating an impossible detail for the respective exterior skin designers.
I have been able to design the slabs for the different perimeter loads and zero in on what I would consider reasonable deflections for a floor. My problem is that the finishes change every floor and they are all deflecting differently. The precast deflects the most and can be above a curtainwall level that may actually move slightly up (in theory) if not loaded with live load.
At this point I am a little nervous on how the floors will work together. What is the biggest required gap that i can indicate on my drawings as without creating an impossible detail for the respective exterior skin designers.