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.
The worst crawlspace repair I've ever done in Weddington was a 2006 build off Bonds Grove Church Rd. Six-bedroom brick front, roughly 5,400 sq ft above grade, 4,800 sq ft crawlspace with the seven-foot standing-room clearance that's the Weddington signature. Owner called after his teenage son walked across the primary bedroom floor and felt it deflect. He'd been in the house eight years, never once opened the crawlspace hatch, and the last home inspection at purchase had noted only "visible moisture, recommend monitoring." That report was worth roughly what he paid for it. What I found under the primary bedroom was not a moisture problem. It was a structural problem that used to be a moisture problem.
The joists over the primary suite were 2x10 southern yellow pine on 16-inch centers spanning 14 feet. Three of them had punky rot in the outer third where they carried the wall load above the walk-in closet. One had lost roughly 40% of its cross-section at the bearing point on the sill plate. The sill plate itself was gone under about six feet of the north wall, replaced by a soft brown fibrous mass I could scrape out with a putty knife. The girder at the interior beam pocket had migrated a quarter-inch downward off its steel post because the wood cap had crushed. The HVAC platform in the middle of the crawl was leaning an inch and a half to the west because two of its four bottom plate corners were rotted through. And underneath all of it, the fiberglass batts that had been hiding this decade-long decline had finally gained enough weight from absorbed moisture that they had fallen out of the joist bays in one continuous curtain that draped across the crawl floor like a filthy tarp.
Every one of those failures started as a humidity problem the builder created when he stapled fiberglass into a vented crawl and never drew a dehumidifier on the mechanical plans. Fifteen years of 85% RH from May through September turned an intact frame into a repair scope that took eight working days, a structural engineer's stamp, three permits, and a five-figure invoice. All of it was preventable with a two-thousand-dollar Aprilaire installed at the ten-year mark. That's the Weddington repair reality. The crawls are big, the framing is generous, and the humidity that has been baking the wood since 2005 has done damage nobody sees until a joist deflects or a bathroom floor cracks tile. When Weddington calls me for repair, it's almost always because prevention got skipped and something visible upstairs finally forced the issue.
Weddington repair inspections take longer than most Charlotte neighborhoods because the footprint is bigger and there are more repair items to catalog. Standard inspection is 90 minutes to two hours under the house. I probe every joist along shaded exposures with a stubby screwdriver at the bearing points, take pin-meter moisture readings at six points minimum, thermal-image the sill plates for cold spots that indicate saturation, check every rim joist splice for punky spots, evaluate the HVAC platform bottom plates and the girder pockets, and look at every steel post cap for crush. Then I photograph everything and produce a scoped repair plan with structural engineer input flagged where the code requires it.
Union County permit rules matter here. Weddington sits in Union County so any structural repair pulls through Monroe rather than through CityInspect.charlottenc.gov. Union inspectors are stricter about pier footing depth than Mecklenburg — they want to see 12 inches minimum on undisturbed soil, and they will fail a new footing that's on fill or that hasn't cured. That affects timing when a Weddington repair scope includes replacing a pier or adding one to shorten a girder span. We coordinate the inspection windows in advance so the crew isn't standing around waiting on Monroe to send someone out.
Sequencing on a Weddington repair is critical because the crawl is big enough that multiple crews can be doing different work simultaneously if the sequencing is right. Order is always: dry the crawl first (temporary dehumidification for two weeks minimum before any wood repair — you cannot sister into wet wood, the new stock swells and the fasteners let go), then structural repair (joist sistering, rim replacement, girder shim or post reset, platform sistering), then any drainage work if needed, then permanent encapsulation and dehumidifier. Skipping the initial dry-down is the most common shortcut and it's why some franchise repair jobs on Weddington houses come apart within two years. Wet-in wet-out isn't a strategy, it's a callback in disguise.
Joist sistering in Weddington uses full-length 2x10 pressure-treated stock nailed with hot-dip galvanized 16d commons and Simpson strong-tie hangers at both ends. Weddington joist spans are long — 14 to 16 feet is common — so the sister has to bear on the sill plate and the girder both. If the sill plate is rotted at the bearing point, we replace the sill under that bay with new pressure-treated stock through-bolted to the block wall through fresh 5/8 galvanized anchors epoxy-set in freshly drilled holes. This is the work Union County inspects and it's not the work to shortcut.
Repair stock for Weddington is standard pressure-treated southern yellow pine at .40 ACQ retention for anything in contact with concrete or masonry, .25 ACQ for above-grade sister joists. Simpson strong-tie hardware throughout — LUS28 and LUS210 face-mount hangers, HUC series for concealed applications, MSTA series straps for splices. Fasteners are hot-dip galvanized only, never electro-galvanized which corrodes fast in a Weddington humidity environment. For sill plate replacement we use PT 2x6 or 2x8 depending on original stock, sealed to the block top course with a foam sill seal and mechanically anchored with 5/8 galvanized J-bolts epoxy-set in Hilti HIT-HY 200 adhesive at 24-inch spacing.
Girder repair on Weddington houses is typically one of two situations. Either a steel post cap has crushed and the girder has migrated a quarter-inch to a half-inch off the post — that's a jack-and-reset job with a Tiger SmartJack or a Grip-Tite adjustable steel post, shim under load with hardwood shims, then transfer load back and remove the temporary jack. Or the girder itself has rot at the pocket in the block wall — that's a partial replacement with a splice using laminated LVL stock and MSTA straps, engineered per span. Union County wants engineered stamps on any girder replacement in a load-bearing configuration.
Platform sistering for the HVAC unit follows the same rules as sill replacement. New bottom plates are PT 2x8 minimum, through-bolted with 3/8 galvanized bolts and epoxy-set anchors into the concrete pad. If the platform has settled and the air handler is no longer level, we shim under the platform to bring it back to level before we bolt the new plates. Off-level air handlers pump condensate wrong and can spill into the crawl, which is how a small moisture problem becomes a large one.
Yes — Weddington is a regular crawlspace repair route. Free on-site inspection anywhere in Weddington, fixed written quote before we touch anything.
Weddington repair scopes almost always include sistering joists along shaded exposures and sistering or replacing air handler platform bottom plates — two repair items that show up in Weddington far more than in Matthews or Ballantyne because the Weddington crawls have been humid longer and the crawl-mounted air handlers sit on wood platforms directly on the pad.
28104, 28173. All Union County addresses covered.
Open the hatch and look. Fiberglass hanging out of joist bays alone is not structural — that's insulation replacement plus a dehumidifier. Dark staining or surface mold on sheathing is not yet structural — that's remediation plus encapsulation plus dehumidifier. Punky spots on joists where a screwdriver sinks in without much resistance IS structural, and the same for a rotted sill plate you can scrape out with a putty knife, a rim joist that shows soft brown fibrous decay along the exterior face, or an HVAC platform that is visibly leaning. If any of those are present, you need repair scope before encapsulation goes in. On the inspection I'll tell you which category you're in and I'll show you photos of the specific joists and areas that concern me.
My rule: if a stubby screwdriver sinks a quarter-inch or more without significant resistance in the outer third of the joist near a bearing point, that joist gets sistered. If the softness is only on the surface and the screwdriver stops at 1/8 inch, that joist gets treated with a copper naphthenate wood preservative and monitored. If the joist has lost more than 30% of its visible cross-section anywhere along the span, or if there is any punky rot at the bearing point on the sill plate, that joist gets a structural engineer's review before repair to decide whether sister or full replacement is required.
It can wait a season but it should not wait years. A leaning platform in a Weddington crawl is a symptom of bottom plate rot, and once the rot has progressed enough for the platform to visibly lean, the air handler itself is on borrowed time. When the platform tilts, condensate lines drain wrong and can back up into the pan, which is how you flood a crawl in July. And the ductwork connected to the air handler goes into tension and can crack the joints at the plenum. Get it sistered as part of the encapsulation scope. Adding it later means opening the fresh liner to work around the platform, which nobody wants.
Yes. Union County permits pull through the county office in Monroe. Structural repair including joist sistering, sill plate replacement, girder work, and platform reconstruction all fall under residential building permits. Simple sister-joist work turns around in 3-5 business days from application to permit issue. Anything requiring an engineer's stamp adds another week for the engineer to visit, draw the repair, and stamp the sheets. We handle the permit filings and inspections as part of the scope so your involvement is limited to signing the owner's authorization at scope approval.
Free on-site Weddington inspection. Fixed written quote. Call (980) 227-1769 or book below.