advanced work · 1000 block of Dallas St, Orange Mound, Memphis, TN 38114 (residential)

Relevel a settled pier-and-beam foundation under a home on the 1000 block of Dallas St, Orange Mound

Memphis's shifting clay soil settles the brick piers under this block's older pier-and-beam shotgun houses unevenly, sloping floors and racking door and window frames; releveling the piers is the structural repair everything else on the house depends on. Standard: Pier-and-beam foundation releveling for historic shotgun/bungalow housing stock -- structural jacking, pier replacement/shimming and moisture-source correction under IRC/ICC residential foundation-repair practice. LBC Materials/Place petals (durable, well-maintained existing structures); SDG 11.1 adequate, safe, resilient housing. Proof: Before/after floor-elevation survey showing the low points corrected; Photo documentation of piers/beams before and after; Permit inspection pass reference where required Method (IRC/ICC residential foundation repair practice for pier-and-beam construction -- structural jacking, pier replacement/shimming and moisture-source correction to relevel a settled floor system; licensed foundation-repair contractor performs all structural work, ~240-480 min): 1. Verify the licensed foundation-repair contractor's structural plan and permit; photograph the crawlspace access, existing piers/beams, and any moisture source (standing water, plumbing leak, poor grading) before work. 2. Run a floor-elevation survey (laser level grid) and mark the low points against the structural plan; record every reading. 3. The licensed crew sets jacks, relevels beams to the plan's target elevation, and replaces or shims piers per the engineer's spec -- never load beyond the rated jack capacity. 4. Correct the moisture source found in step 1 (grading, downspout redirect, or vapor barrier per the crawlspace's condition) so the releveling isn't undone by the next wet season. 5. Re-survey the floor elevation to confirm it meets the plan's target, verify door/window operation upstairs, and photograph the finished piers/beams and crawlspace. 6. Pass the local building-permit inspection where required; enter the before/after elevation survey, permit reference, and photos into the proof record; sign it. Equipment: hydraulic floor jacks rated to the structural load, laser level / string line + floor-elevation survey tape, pressure-treated shims and/or new concrete/steel piers per engineer spec, moisture meter (source-control check before closing the work), camera + tablet for the elevation survey and photo log Done when: Before/after floor-elevation survey showing the low points corrected to the structural plan's target; Photo documentation of piers/beams before and after, including any pier replacement or shim material used; The moisture source identified in the pre-work survey corrected (grading, drainage, or vapor barrier); Permit inspection pass reference where required by the jurisdiction

Where: 1000 block of Dallas St, Orange Mound, Memphis, TN 38114 (residential)
Pay: $220 proposed
This packet is not funded yet, so this figure is a proposed price and not money waiting in escrow. If a buyer funds it, approved proof settles that price onchain. If nobody funds it, approved proof earns provable credit toward the work instead of cash. You see which before you claim, never after.
Proof: Before/after floor-elevation survey showing the low points corrected; Photo documentation of piers/beams before and after; Permit inspection pass reference where required
This is exactly what gets it approved. Nothing settles without it.
Level: advanced
Open until: 2026-08-17

How this work is done

A documented method, so this packet comes out the same whoever does it. Typically 240–480 minutes. Method of record: IRC/ICC residential foundation repair practice for pier-and-beam construction -- structural jacking, pier replacement/shimming and moisture-source correction to relevel a settled floor system; licensed foundation-repair contractor performs all structural work

Bring

hydraulic floor jacks rated to the structural load
laser level / string line + floor-elevation survey tape
pressure-treated shims and/or new concrete/steel piers per engineer spec
moisture meter (source-control check before closing the work)
camera + tablet for the elevation survey and photo log

Steps

1. Verify the licensed foundation-repair contractor's structural plan and permit; photograph the crawlspace access, existing piers/beams, and any moisture source (standing water, plumbing leak, poor grading) before work.
2. Run a floor-elevation survey (laser level grid) and mark the low points against the structural plan; record every reading.
3. The licensed crew sets jacks, relevels beams to the plan's target elevation, and replaces or shims piers per the engineer's spec -- never load beyond the rated jack capacity.
4. Correct the moisture source found in step 1 (grading, downspout redirect, or vapor barrier per the crawlspace's condition) so the releveling isn't undone by the next wet season.
5. Re-survey the floor elevation to confirm it meets the plan's target, verify door/window operation upstairs, and photograph the finished piers/beams and crawlspace.
6. Pass the local building-permit inspection where required; enter the before/after elevation survey, permit reference, and photos into the proof record; sign it.

If it does not match the plan

Floor-elevation survey finds a low point exceeding the jurisdiction's structural-repair threshold or any sign of foundation cracking beyond hairline -> route to a licensed structural engineer before any jacking; never jack past a documented crack without engineer sign-off.
No moisture source is found or corrected before closing the work -> the releveling is not accepted as complete; document the open moisture item and route it as its own follow-on job.

What counts as done

Before/after floor-elevation survey showing the low points corrected to the structural plan's target
Photo documentation of piers/beams before and after, including any pier replacement or shim material used
The moisture source identified in the pre-work survey corrected (grading, drainage, or vapor barrier)
Permit inspection pass reference where required by the jurisdiction

Proof is measured against these, not judged by taste.

Claim it on the board

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