1963 Bungalow. The foundation wall had a major horizontal crack and steel bracing was installed. On the opposite foundation wall(gable ends)The concrete and parging is gone. Main beam exposed to the elements.
The beam pocket and beam are tightly fitted. Crack in stucco directly above. No cracks evident below beam. There is a seperation wall in the basement directly under the beam. The wall is fixed and not floating. What narrative would you use. I am still writing the report. I basically said what I just wrote and to hire a professional etc. Any comments appreciated.