JAV72
Structural
- Jan 27, 2012
- 11
I've sent out a project that is a load bearing CMU structure that has a basic bar joist supported floor and roof system and two columns in a location where masonry wasn't practical. Every wall is dimensioned to the face (inside and out), every building corner is dimensioned, every wall thickness (CMU is backing up brick) is dimensioned. I have received an RFI stating that I need to provide the center-to-center dimensions for the CMU for the detailing to be done. I pushed back, I've never done this in my 28 years in structural engineering, and I was flatly told that the steel will not be detail without those dimensions as they refuse to calculate the center-to-center wall dimensions for fear of error/liability. I've never put grids on a load-bearing wall building of any type (wood, CMU, Precast, CIP). I will provide the dimension that they ask for, but I can't help but be a little incredulous. Am I out of line thinking that they are just balking for no good reason? Give it to me straight, I can take it.