After inspecting our new slab the Structural Engineer we hired feels pretty confident that the slab doesn’t have the necessary grade beams which were in the plans. How is this missed? My opinion, lack of supervision and possibly cutting corners. Question, what is to support the fireplace on the above floor? I think I know the answer, nothing. Glad that I caught it now instead of 5-10 years from now. And… the recently RE-POURED walls for the carport, well they’re actually foundation walls and not retaining walls. Meaning that our Structural Engineer will need to redesign our carport/deck plan – thanks Mr. Architect, great job. Oh, and I forgot to mention, the walls aren’t deep enough which means that we will need to redesign the plan since our GC has stated that he won’t dig it up. Totally doesn’t make sense with his stance, he screwed up so wouldn’t one think that he should replace it. Please make this stop, please!!!