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Hi all. I’m no longer working in the trades, but wanted to post this for some professional opinions on my own home. This Spring, I will be excavating around my basement foundation (~50 ft.) to do some re-pointing and install a full waterproofing system. When I purchased the house over a year ago, we had an engineer look at one of the basement walls that was bowing several inches from gutters draining into the solid clay backfill for decades. He said no imminent risk of collapse or repair needed, other than water diversion improvements and/or a water drainage system.
About the house and wall...it was built in the late 30’s in Virginia. Double wythe brick foundation and brick footers. Original mortar does have some amount of portland cement. interior and exterior walls held together by brick headers every 7th course. Interior cracks and bow were temporarily fixed by previous owner with carbon fiber straps and staples, although the straps are incorrectly anchored to the top row of brick rather than joists. Luckily, the floor joists run parallel to this wall, so it’s only supporting partial weight from the exterior wall above.
Since I am now planning to excavate, I wanted to get opinions on whether I should strongly consider either rebuilding or reinforcing the bowed wall in question while I have access. I could also add reinforcement beams to make up for the incorrectly applied CF strap and leave as-is, repointing and waterproofing if you think that would be fine. Recommendations on best courses of action would be greatly appreciated. I understand that may be hard to do over the internet, but I wanted some opinions before bringing the masons over. I’ve added pictures below. Thank you.
About the house and wall...it was built in the late 30’s in Virginia. Double wythe brick foundation and brick footers. Original mortar does have some amount of portland cement. interior and exterior walls held together by brick headers every 7th course. Interior cracks and bow were temporarily fixed by previous owner with carbon fiber straps and staples, although the straps are incorrectly anchored to the top row of brick rather than joists. Luckily, the floor joists run parallel to this wall, so it’s only supporting partial weight from the exterior wall above.
Since I am now planning to excavate, I wanted to get opinions on whether I should strongly consider either rebuilding or reinforcing the bowed wall in question while I have access. I could also add reinforcement beams to make up for the incorrectly applied CF strap and leave as-is, repointing and waterproofing if you think that would be fine. Recommendations on best courses of action would be greatly appreciated. I understand that may be hard to do over the internet, but I wanted some opinions before bringing the masons over. I’ve added pictures below. Thank you.