Whatever's wrong under your house — standing water, wood rot, sagging floors, fallen insulation, mold — we diagnose it on the spot and hand you a fixed-price plan the same day. No pressure, no scare tactics.
A licensed local crew — usually out in 24 to 72 hours. Written scope, fixed price, no pressure.
Repair work in Mint Hill sits at both ends of the difficulty spectrum with almost nothing in the middle. On one end you have 90s subdivision jobs off Matthews-Mint Hill Rd where the girders and joists are structurally sound and the only real repair is duct condensation damage on a single subfloor bay. On the other end you have 1960s farmhouse conversions off Lawyers Rd and Wilgrove-Mint Hill Rd where four decades of ad-hoc sistering, rotted girders, brick piers out of plumb, and irregular framing add up to a full structural rebuild before any moisture work makes sense. I do not remember the last time I did a middle-of-the-road repair job in this town. It is either a two-hour fix or a two-week project.
Last November I spent five days under a 1967 farmhouse off Wilgrove-Mint Hill Rd on 3.2 acres. Owner had noticed the floor over the original kitchen felt soft near the exterior wall. The inspection turned up two brick piers out of plumb by more than an inch, a girder above the softest floor section with visible decay on the lower third, and an active raccoon den under a 1978 addition. Before we quoted the moisture work I told her she needed a licensed structural engineer to spec the girder repair. She hired one, we sequenced the structural work first — pier shim with a hydraulic bottle jack and cedar shims, girder sister with a new pressure-treated 2x10 and a Grip-Tite adjustable steel post on a poured 24x24x12 footing, subfloor patch above the failed section — then a wildlife pro handled the raccoons and did an exclusion pass. Two weeks of real work before we even talked about a liner.
Two miles away in Ashe Plantation the same month I spent one afternoon sistering a single joist and patching one subfloor bay under a 2003 build where duct condensation had rotted a small section directly above a supply run. Same town, same ZIP, same day of the week. Two completely different jobs. That is what repair work in Mint Hill looks like, and if a contractor is quoting you the same scope for both categories without walking the crawl first, they are not paying attention. Free on-site inspection anywhere in 28227, from Downtown Mint Hill and Veterans Memorial Park out to Fairview Rd, over to Bain School Rd, and out to the neighborhoods around Mint Hill Athletic Association.
Diagnostic protocol on any Mint Hill repair inspection is the same regardless of housing era. Tyvek suit, knee pads, headlamp, pinless moisture meter (Delmhorst BD-2100 or Wagner MMC220), thermal camera to spot condensation surfaces on ducts and rim joists, laser level for deflection measurement, and camera for documentation. I walk every square foot of the perimeter on my belly and I take readings on every joist, every girder, every subfloor bay that looks suspect. Anything over 19 percent moisture content is actively rotting. Anything over 25 percent has lost structural cross-section and needs to come out or get sistered. That protocol does not change between a Wildcat Cove subdivision job and a Lawyers Rd farmhouse. What changes is what I find.
Subdivision repairs typically look like this: one or two subfloor bays with elevated moisture above a duct condensation puddle, occasionally a joist end with early decay at the rim, rarely a girder issue. Repair sequence is straightforward. Sister the affected joists full-length with pressure-treated 2x8 or 2x10 YellaWood, bolted through with half-inch galvanized carriage bolts on 16-inch staggered centers, structural adhesive between the members. Cut out any subfloor section that reads above 28 percent and patch with new pressure-treated ply. Address the underlying condensation cause — usually undersized R-4 duct insulation that needs to be upgraded to R-8 wrap or replaced with hard duct. Then the moisture work can proceed.
Farmhouse conversion repairs are a completely different sequence and I want to be explicit about it because I have watched too many homeowners get burned by contractors who skipped steps. Step one is a licensed structural engineer to spec pier shoring, girder replacement, joist sistering, and any subfloor patching. Not a contractor with an opinion. An actual engineer with a stamp. Step two is the structural work itself. Piers get shored with a Tiger Foundation SmartJack on a poured 24x24x12 footing at 3,000 PSI mix on undisturbed soil, or a Grip-Tite adjustable steel post where clearance limits the SmartJack, or an Ellis 2-6 screw jack in the tightest sections. Original unmortared brick piers stay in place if they are still plumb and load-bearing — we do not demolish serviceable historic construction, we supplement it. Girders get replaced or reinforced with new pressure-treated stock or an LVL where clearance is limited. Rotted joist sections get cut out and replaced with PT lumber scarfed into sound wood, not sistered over the rot. Step three is any wildlife or pest remediation handled by a licensed pro with proper exclusion. Only then do we come back for moisture work.
Mint Hill lots often have wells and septic that predate any modern setback code, and the older farmhouse footprints off Lawyers Rd and Fairview Rd sometimes sit with a well within 10 feet of the crawl access. That affects how we stage material, where we run trenching for any drainage work, and how we route condensate discharge. All of it gets figured out on the inspection, not surprise-billed later.
Structural fasteners on Mint Hill repair jobs are all engineered — Simpson Strong-Tie SDS structural screws or GRK RSS at six-inch staggered centers for joist sisters, Simpson AC post caps and HH hangers on any joist-to-girder connection that was originally toe-nailed, and PL Premium or Loctite PL Structural adhesive between sistered members where deflection or squeak transfer matters. We do not use drywall screws, deck screws, or 16d nails on anything structural. Old-style toe-nail connections in 1960s Lawyers Rd farmhouses get supplemented with proper hangers rather than left to rely on 60-year-old fasteners.
Column and jack post specifications match the load and the clearance. Tiger Foundation SmartJack on taller subdivision crawls in Wildcat Cove and Ashe Plantation where clearance is 38 inches or better and the load rating up to 60,000 pounds is useful. Grip-Tite adjustable steel post in the middle ground. Ellis Manufacturing 2-6 screw jack and Akron Products AP1J in the tightest farmhouse crawls off Lawyers Rd where clearance is 24 to 28 inches and a full SmartJack will not fit. Every column goes on a poured 24x24x12 concrete footing at 3,000 PSI mix, six inches below grade, on undisturbed soil, with a rebar mat. Not on brick piers. Not on paver stacks. Not on dirt pads.
Sistered joist stock is YellaWood ground-contact pressure-treated southern yellow pine in 2x8, 2x10, or 2x12 to match original dimension. Long spans or heavy load applications where clearance is limited get an LVL — Boise Cascade VersaLam or Weyerhaeuser Microllam — sized by engineer specification. Girder replacements on farmhouse jobs are usually a PT 2x10 or 2x12 built up as a triple or an engineered LVL where the load calculation demands it. Subfloor patches use pressure-treated 3/4-inch ply scarfed into sound framing on all four edges.
Yes — Mint Hill is a regular crawlspace repair route. Free on-site inspection anywhere in Mint Hill, fixed written quote before we touch anything.
Mint Hill repair jobs are bimodal in a way no other Charlotte area matches: quick single-bay fixes in Wildcat Cove or Ashe Plantation subdivision crawls, or full structural rebuilds on 1960s farmhouse conversions off Lawyers Rd where unmortared brick piers, sistered-by-three-owners joists, and rodent-damaged framing make encapsulation a distant last step in a two-week sequence.
28227. All Mecklenburg County addresses covered.
On a subdivision job in Wildcat Cove or Ashe Plantation where the girder is visibly sound and the deflection is limited to one or two bays, we can sister without engineer involvement — that is production carpentry. On a 1960s farmhouse conversion off Lawyers Rd or Wilgrove-Mint Hill Rd where multiple structural elements are compromised and the load path is unclear, engineer involvement is not optional. It is how you avoid making it worse. The engineer looks at the whole load path — soil, footings, piers, girders, joists, walls, roof — and specifies the fix in a way that a contractor working one bay at a time cannot. On any repair over a certain scope Mecklenburg also requires the engineer stamp on the permit.
Depends on the cause. Bounce with no damage in a subdivision crawl is often just the original joist sizing being marginal for the span, which is a reinforcement job — sister with a stiffer member, or add an intermediate column with a Tiger SmartJack on a poured footing to shorten the effective span. Bounce with no visible damage in a farmhouse conversion off Lawyers Rd is more often the piers moving under load, which is a structural investigation, not a reinforcement. We measure deflection with a laser level bay by bay and load-test suspect connections before we quote. Same fixed written scope, no discovery invoices.
Separate pest company, licensed for wildlife exclusion in North Carolina. We do not trap or relocate wildlife. On farmhouse conversion jobs off Lawyers Rd or Wilgrove-Mint Hill Rd where wildlife activity has been active for years, the sequence is: wildlife pro handles trapping and exclusion, then we remediate the contaminated dirt and material, then structural repair, then encapsulation. Any competent Mint Hill repair contractor will insist on that sequence. Anyone who wants to encapsulate over active wildlife activity is either inexperienced or hoping you will not notice until the check clears.
Depends on what was used and how it was fastened. Amateur sistering with untreated dimensional lumber, drywall screws, and no bearing at the girder ends is common on older Mint Hill farmhouses and is usually not doing what the previous owner thought it was doing. We do not cover it up. We assess it, remove what is not structurally contributing, and replace it with proper PT lumber, Simpson hangers, and engineered fasteners. Sometimes the previous owner's sistering was actually competent and stays. More often it comes out. Either way, you get photos and the scope in writing before any work starts.
Free on-site Mint Hill inspection. Fixed written quote. Call (980) 227-1769 or book below.