Edge of Slab Deck Bracing Support at Special Moment Frame Connection

I have a question about the protection zone for a moment frame connection beam to column connection. Detail 5/S103 shows spacing for slab deck edge at 4"-0" OC. Detail 10/S103 shows no connection at the protected zone for the beam webs. In order to advoid the RBS protected zone, the inspector is stating that bracing is required at the face of the column web. So there would be a kicker in the middle of the column web supporting the deck. Is the column face still considered the protection zone? No deck support attachments should be installed here, correct? See attached.