Here's a easy suggestion. When a member (steel, concrete, whatever...) is overstressed by less than 10%, could you add a extra line for us to justify it. When the interaction is 1.01 and it says Fail in the calculation, some plan reviewers get nervous. These overstresses might be due to some wacky conservative load combination.
Maybe we could finish the statement, "Slight overstress acceptable based on ......." that we'd have to manually fill in.