So I failed my first inspection, my steel guy didn't read the plans correctly; seems unlikely guy came highly recommend AND does work for some major luxury jobs here in town.
Anyway, I took some pictures of the steel and made annotations of the inspectors comments. Steel guy is on his way here now to fix and thought I'd throw this out there and see if anyone has thoughts either way. Also, as a less for other owner builders.
Here are the structural plans. You'll see the cross section for walls on the left. Unless you have the eyes of a 10 year old you'll have to click on it and then use the zoom tool on the upper right hand side.
Top of this pictures is 3'6", and it was done using #3 at 12" OCV, inspector said according to plan it should be #3 6" OVC
Left side looks good
Bottom of the picture going into the deep end he's saying should be #4 3" OVC
This entire deep end needs to be #4 3" OVC