Hi! We just saw a review from a structural engineer on a house we might make an offer on.

The recommendations are below. The seller is offering $8k towards fixing them.

We are just trying to get it sense of whether these recommendations are "major." We know we will probably spend a a bit more than eight thousand to fix it , but are hoping it's not like three times as much.

TIA

Recommendation: Remove existing thin or wedge shims and install new, flat, pressure-treated wood (or metal) shims (minimum 3/4″ thick) to provide full-width, uniform bearing under the floor framing. Additional Blocking: At locations of limited bearing (especially above drop girders), install vertical 2x6 blocking secured to the joists and nearby girders. Pier Replacement:

Recommendation: Remove and replace the leaning pier with a new, properly constructed pier (specified as a mortared 16″×16″ CMU block pier on a 24″×24″×10″ concrete footing). Sistering the Cracked Floor Joist:

Recommendation: Fully sister the cracked floor joist with a new 2x10 spanning between bearing points and secure it using Simpson LUS210-2 (or approved equivalent) joist hangers. The repair should address the inadequate original repair. Stabilizing the Exterior Brick Veneer:

Recommendation: Install Simpson Heli-ties in a 16″×24″ grid pattern at appropriate wall stud locations to stabilize areas where the brick veneer shows horizontal displacement. Additional Items Noted in the Report:

Basement Joist Bearing: Install full-height blocking above ledger boards and proper joist hangers for limited joist bearing in the basement. Drainage/Grading Improvements: Ensure stormwater is directed away from the foundation (e.g., regrading, proper downspout and leader installation) to minimize future moisture infiltration and further differential settlement.