Ram Foundation: Excessive moment in negative/positive major direction.

I am analyzing an existing structure. I have spread footings under frame columns. I have accounted for the self weight of the footing in my design, I strategically have not accounted for a surcharge. I have calculated the OSF and net uplift per the technical notes, and have been able to recreate the same values. 

Two things:

1. Why is the uplift value only reported in some of the 'Spread Footing Design' reports for my frame columns, but not all?

2. I am getting this error on my frame columns even when my OSF > 1.0, why would this be?