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.
Last October I got a call from a Historic Downtown Pineville owner on Polk St, half a block off Main. He was refinishing his heart-pine floors in the front parlor and the sander kept bogging down in one spot near the fireplace — the floor had a distinct dip about four feet across, and when he pushed on it with his palm he could feel it flex. He asked me to look under the house before he re-coated so he did not seal in a structural problem. I met him the next morning, unscrewed the plywood crawl access on the side of the house, and slid in with a light and a moisture meter.
What I found was the standard Historic Downtown story. The pier directly under the dip in the parlor floor was a four-course unmortared brick stack sitting on a flat fieldstone with no proper footing. It had walked three-quarters of an inch off vertical and was leaning south. The girder above it had dropped a full inch between that pier and the next one over, and the joists across a four-foot span had bowed down with it. The subfloor above was cupped and the finish coat had cracked along the seams. Wood moisture meter on the girder read 22 percent. Everything about that pier and the framing above it was slowly moving in the wrong direction. He had six months, maybe a year, before the dip in the parlor floor became something an inspector or a buyer would flag.
Repair on a house like his is not encapsulation. Encapsulation comes after. The first job under a pre-1930s Historic Downtown Pineville house is almost always structural — pier reinforcement, girder shoring, joist sistering, subfloor patching, sometimes replacement of a rotted rim joist section. The pre-1900 and turn-of-the-century cottages on Main St, Polk St, and the little grid running off toward the old rail line were built with old-growth heart pine framing that is tough as anything you can buy today, but they were built on unmortared brick piers set directly on stones or on nothing at all, with no continuous perimeter foundation, and after a hundred and twenty Piedmont summers those piers move. Meanwhile the 1970s and 1980s ranches on Nations Ford Rd and the older stretches of Park Rd have block-perimeter foundations that are usually still sound, but the girders and joists have been rotting quietly under falling fiberglass and torn 6-mil for four decades. And the 90s and 2000s subdivisions off Johnston Rd — Regent Park, Providence Trace — have a different repair profile entirely, mostly rim joist rot and sagging insulation because the builder never dehumidified the crawl.
What follows is what actually goes wrong under Pineville houses, what I fix, and what has to happen in what order. Free on-site inspection, fixed written scope, engineer stamp when the load path is compromised. No dollar surprises after the crew starts work.
The inspection walk in Pineville follows the era. In Historic Downtown along Main St, Polk St, and the blocks off S Tryon toward the rail line, I start inside the house before I get under it. I walk each room and look at the wood floors for cupping or dips, look above every doorway and window for new plaster cracks, try every interior door to see if any of them stick or refuse to latch. Those are the giveaways for a moving pier or a settling girder. Then I go under with a 6-foot level, a plumb bob on a string, a screwdriver for probing wood, and a moisture meter. I check every pier for plumb, every girder for sag across span, every joist for soft spots along the length, and I map the rim joist condition all the way around the perimeter.
Historic Downtown repair scope almost always starts with pier work. Unmortared brick stacks on fieldstones — or on nothing at all, which I still find on the oldest cottages — walk over time, and once they walk the entire load path above them starts working against gravity. The fix is a Tiger SmartJack or a Grip-Tite adjustable steel post to shore the girder immediately, then excavation of a proper 12-inch code footing under the pier location on undisturbed soil, then rebuilding the pier on the new footing with mortared brick or a poured concrete pier. Mecklenburg building permit and inspection. Sometimes engineer stamp if more than one pier in a load-bearing line has moved. After the piers are stable, joist and girder repair — sistering with pressure-treated southern yellow pine sistered full-length to the original heart pine with structural screws, girder replacement if the cross-section loss is more than about 30 percent, subfloor patch where the top of the joist has rotted enough to compromise the nailing surface. Rim joist repair on the pre-1930s cottages is usually a full-perimeter inspection because those rims have been sitting inside a vented crawl for over a hundred years.
1970s and 1980s Nations Ford Rd and Park Rd ranch repair is a different sequence. Piers on these houses are almost always concrete on proper footings and rarely need work. The repair is upstairs — girder and joist rot from decades of humidity and standing water, and rim joist rot from fiberglass batts that held moisture against the wood for forty years. On the ones with active water history, the drainage repair has to happen first — interior perimeter drain tile, sealed sump basin, primary and battery-backup pumps, exterior grading correction — because sistering a joist and then leaving the water to keep coming is a temporary fix on a permanent problem.
Regent Park, Providence Trace, and the other 90s-2000s subdivisions off Johnston Rd are almost entirely rim joist and mold-related joist surface repair. Builder fiberglass in the rim bay traps moisture against SPF dimensional lumber, the rim looks fine on the outside and is soft on the inside, and by year twenty-five you can push a screwdriver an inch into what looks like intact wood. Repair is fiberglass demo, rim inspection, structural repair of any compromised sections with sistered pressure-treated blocking, then re-insulation with open-cell Icynene or Rockwool mineral wool. Joist surface fungal growth gets treated with a diluted borate solution before re-insulation. HOAs like Regent Park and Providence Trace do not review interior structural work but they do notice a dumpster in the driveway for more than a couple of days, so we sequence the demo and dispose fast.
Structural material spec in Pineville is driven by the era. Pre-1930s Historic Downtown repair means matching heart-pine framing dimensions with modern lumber — original joists were often 2x8 or 2x10 rough-cut and the actual dimension differs from modern nominal, so we sister full-length with 2x8 or 2x10 SYP pressure-treated using GRK RSS 3-1/2 inch structural screws at 16 inches on center. Pier rebuilds use engineer-grade solid brick with type S mortar, laid on a poured concrete footing 12 inches minimum below grade on undisturbed soil, sized for the load. Tiger SmartJack for shoring during the work, and if the pier is a permanent replacement in a spot where a brick rebuild does not fit, we set a Grip-Tite adjustable steel post on the new footing and shim to final elevation. Rim joist repair on the old heart pine gets pressure-treated blocking sistered in section by section, sealed with SikaFlex-1a before new insulation goes back.
Nations Ford Rd 70s-80s ranch repair uses standard 2x10 SYP joist sistering with the same GRK structural screws, girder replacement with laminated LVL when the original 4x6 or 4x8 solid sawn is beyond repair, and pressure-treated 2x12 for any subfloor blocking. On the standing-water houses the drainage repair uses 4-inch schedule 40 PVC perforated drain tile in a washed 57 stone bed, tied to a sealed 24-inch sump basin with a Zoeller M53 primary and Wayne WSS30V battery backup. Regent Park and Providence Trace 90s-2000s repair is mostly rim joist work — Rockwool ComfortBatt R-15 mineral wool as the replacement insulation when owner requests no spray foam, 3 inches of open-cell Icynene when they are open to foam. Fungal-treated joist surfaces get sprayed with a Bora-Care diluted borate solution and left to dry a full 24 hours before re-insulation. All permitted work — structural, drainage, electrical for any new circuits — is pulled through the Mecklenburg CityInspect system and inspected before we close up the crawl.
Yes — Pineville is a regular crawlspace repair route. Free on-site inspection anywhere in Pineville, fixed written quote before we touch anything.
Crawlspace repair in Pineville is dominated by two extremes: pre-1930s Historic Downtown pier and beam that needs actual structural reconstruction — new footings, rebuilt piers, sistered joists on old heart pine — and 90s builder subdivisions off Johnston Rd where the repair is almost entirely rim joist and sagging fiberglass. The middle-era 70s ranch stock off Nations Ford Rd is between them.
28134. All Mecklenburg County addresses covered.
Almost always both, and in that order. On pre-1930s pier and beam, a floor dip usually starts with a walking pier — unmortared brick on a fieldstone with no proper footing tips a quarter to three-quarters of an inch off vertical over the decades, the girder above it drops, and the joists across the span bow down with it. The fix is pier first — shore the girder with a Tiger SmartJack, excavate a proper 12-inch footing on undisturbed soil, rebuild the pier — then address the joists and subfloor once the load path is stable again. Sanding and refinishing the parlor floor before the pier is fixed will just re-dip within a year.
Depends on how much cross-section is left in the affected joists. If a screwdriver goes in an eighth of an inch and hits solid wood, it is surface fungal decay and the joist is structurally sound — we treat with borate and re-insulate. If the screwdriver goes in a quarter inch or more, or if you can see visible loss on the underside, the joist gets sistered full-length with pressure-treated 2x10 SYP. If more than about 30 percent of the cross-section is gone across a span, it becomes a girder or full joist replacement conversation. Either way the water source has to be shut down at the same time — sistering joists over an active drainage problem is temporary.
Structural repair inside the crawlspace is under the house and the HOA does not review it. What Regent Park and Providence Trace HOAs do notice is exterior work — a dumpster in the driveway for more than 48 hours, a new condensate line or sump discharge visible from a common area, or any exterior grading work that changes drainage across a lot line. We sequence the interior structural work fast, route any new exterior lines to the side or rear where they are not front-facing, and coordinate any grading with the neighbor if the fix touches a shared drainage swale.
Sometimes. Mecklenburg County requires structural engineering on any repair that affects a load-bearing line where the failure is progressive or where more than one pier in a line has moved. A single walking pier under a non-load-bearing interior partition can usually be permitted as a straight repair. Multiple moving piers in a row under a load-bearing girder, or any girder replacement more than about six feet long, we bring in a licensed structural engineer for a stamp before we file the permit. Engineer coordination is part of the scope on jobs where it is needed — you do not have to find your own.
Free on-site Pineville inspection. Fixed written quote. Call (980) 227-1769 or book below.