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How to fix spalling concrete at shear wall holdowns?

Hello all,

Cross-posting from r/HomeImprovement because nobody was able to help. I'm interested in purchasing a new construction home; there is excessive spalling at the SE corner of the house that has partially exposed two of the shear wall holdowns (STHD14), and completely exposed a third STHD. The third STHD also looks to be improperly installed? (Completely vertical with the little spacer tab bent parallel.)

The installation guide for this holdown (page 84) indicates that "STHD14 achieve[s] full load for spalls less than 4 [inches]." So that would suggest full loads apply for two of the STHDs, but they are both continuing to spall (you can see the cracks in the photos - concrete falls away if you touch them). And I don't know what to think about the third, vertically-installed STHD on the corner.

Is this a cosmetic issue we could patch? Or a structural issue?

submitted by /u/Ojja
[link] [comments]

source https://www.reddit.com/r/RealEstate/comments/db6c08/how_to_fix_spalling_concrete_at_shear_wall/
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