If your floors sag, bounce, or slope, the fix isn't a new floor — it's what's holding it up. We install adjustable steel support jacks on concrete footings, sister rotted joists, and replace failing girders where they've given out.
A licensed local crew — usually out in 24 to 72 hours. Written scope, fixed price, no pressure.
Structural support work in Belmont crawlspaces splits sharply by era and the failure mode is different for each. On the 1900s to 1920s mill village downtown along Main St, Central Ave, Woodlawn Ave, Catawba St, and Assembly St, the primary structural issue is brick pier settlement and sill plate rot. Century-old hand-laid piers move, unmortared bottom courses shift, and load-bearing paths that were marginal to begin with become genuinely dangerous over time. On the 1940s to 1970s ranch belt along Wilkinson Blvd and the streets north toward the Mount Holly line, the primary issue is girder decay from chronic moisture combined with joist bearing loss above the wettest sections of the crawl. On the 2000s McLean and Reflection Pointe builds off S Point Rd the issue is rarer but when it appears it is usually a specific bearing failure at a load transfer point that was undersized during original construction.
Last April I had a pier failure on a 1922 mill house on Catawba St that was almost the classic Belmont story. Homeowner had noticed the dining room floor dipping toward the interior of the house over the previous six months. Under the crawl I found an interior pier that had lost bearing entirely — the top course of brick had rotated forward under load and the girder above it was sitting on the mortar joint between the second and third course. There was a wedge of scrap brick shoved in there that some previous owner had installed to try to make up the gap when the pier first started moving. The wedge had crushed and the girder had dropped another half inch. I set a temporary Tiger SmartJack under the girder immediately, took photos, and told the homeowner she needed a permanent replacement pier plus verification of the load path on either side.
The permanent scope on that job was demolition of the failed pier, excavation to undisturbed soil for a proper footing (12 inches minimum per NC code, which we hit at about 14 inches on that site), poured concrete footing 24 inches square, new CMU pier built up to the girder with mortared joints, cedar shims to final bearing, permanent Grip-Tite adjustable steel post installed as backup at the adjacent bay, and reinforcement of the sill plate connection where the load path transferred to the perimeter. Full Gaston County building permit through the county office in Gastonia, engineer's sign-off on the footing spec, three-day scope with concrete cure time. Dining room floor came back to within an eighth of an inch of original within four weeks. That is what structural support work looks like when it is done to code. Free on-site inspection with structural probe on any Belmont crawl.
Every Belmont structural support inspection starts with a load path walkthrough from above before I ever go under the house. I run a 4-foot level and a laser across every finished floor in the house, note dips, tilts, or bounces, and map them against what I expect to find below. On mill houses downtown the classic pattern is a specific floor dip that lines up exactly with an interior girder line, which usually means either a pier below that girder has lost bearing or the girder itself has decayed to the point of losing cross-section. On the 1960s ranch belt the classic pattern is a broader floor sag across a section of the house that typically maps to a chronic moisture zone in the crawl below, which usually means multiple joists have lost bearing at the girder or the girder itself is compromised.
Under the house I do the pier survey first on any pre-1940s Belmont address. Hand-check each pier for level, look at each mortar joint for movement, probe the top course to see whether the sill plate is bearing evenly, and check for any shims or wedges that previous owners installed as amateur fixes. Belmont mill houses have a specific hazard I flag every time: the bottom four courses of many original piers are unmortared brick dry-stacked on grade with no proper footing. Those piers have moved over the decades and they will move again. Any real structural repair on those addresses starts with proper footing excavation and pier rebuild, not with just shimming the top course.
Girder and joist probe follows the pier survey. Fresh-sharpened flathead screwdriver, one bay at a time, working systematically from the exterior perimeter inward. Belmont's chronic moisture load means fungal decay shows up sooner on framing than in inland Charlotte, and the transition from sound to soft heart pine on mill houses is sharp — you go from full resistance to easy penetration in the space of a couple of inches along a single joist. On the 1960s ranch belt the wood is southern yellow pine and the decay signature is more diffuse — a broader soft zone rather than a sharp transition. I flag any framing with more than about 20 percent cross-section loss for repair, and any framing with more than 40 percent loss for outright replacement.
Repair sequencing on a full structural job runs shoring first (temporary Tiger SmartJack or Grip-Tite post to carry load and prevent additional movement during repair), then pier rebuild or footing work if the load path failure is at the pier level, then girder repair or replacement, then joist sistering or replacement, then sill plate work, then rim joist repair, then any subfloor patching from above if the decay has reached that far. Only after all of that is done do we address the moisture side with drainage and encapsulation to prevent the same failure from repeating.
Gaston County building permits pull through the county office in Gastonia for any structural work — pier replacement, footing excavation, girder replacement, joist sistering, sill plate replacement, subfloor patching. Structural work on any pre-1940s house that requires new footings often needs a licensed structural engineer to specify the footing size and depth, particularly when the original construction lacked proper footings to begin with. I bring in an engineer on those jobs — usually a local Gastonia or Charlotte firm I have worked with for years — and the engineering fee is a separate line item on the scope. Turnaround from inspection to permit-ready scope on a structural repair job runs a couple of business days on straightforward work, a week or more when engineering input is needed.
Concrete cure time drives job duration on any pier rebuild or footing work. Standard mix at 3,000 psi hits initial cure in 24 hours and design strength at 28 days, and we do not load a fresh footing above about 30 percent of design load until the 7-day cure. That typically means a 3 to 5 day on-site schedule for a single pier replacement — day one demolition and excavation, day two footing pour, days three through five monitoring and building the pier up once the footing has cured. Larger scopes with multiple piers or full sill plate replacement run one to two weeks.
Shoring hardware is Tiger SmartJack adjustable steel post for permanent load transfer and Grip-Tite post for the same application when the specific brand is called out on a spec. Both are rated for full residential girder loads and both use adjustable threaded rod with a jack plate top and a base plate bottom that can be set on a temporary steel plate over concrete or on a poured footing depending on whether the installation is temporary or permanent. Temporary shoring uses a 20-ton hydraulic bottle jack during lift, replaced with the permanent adjustable post once the load has been transferred and the target elevation set.
Structural lumber for sistering is southern yellow pine No. 2 or better, kiln-dried, matching original dimension. Construction adhesive is Loctite PL Premium polyurethane. Fasteners are GRK RSS 3-inch structural screws every 8 inches on both faces of the sister. For flitch beams on girder repair we spec 1/2-inch A36 steel plate sandwiched between two matching 2x lumber pieces, through-bolted every 12 inches with 1/2-inch galvanized carriage bolts and structural washers. On any pre-1940s Belmont mill house where the original girder is heart pine, we splice with a lap joint into sound wood minimum 24 inches into the good section on each side of the damage.
Concrete for new footings and pier rebuilds is 3,000 psi standard mix with normal weight aggregate, poured in place with rebar reinforcement where the engineer specifies it. Footing dimensions on interior pier replacements are typically 24 by 24 by 12 inches minimum, adjusted per engineer's calc for specific soil conditions and load. CMU for rebuild piers is 8-inch standard block with fully mortared joints, filled solid with grout, capped with a bearing plate matching the girder profile. Cedar shims for final bearing adjustment between pier cap and girder. Sill plate replacement is pressure-treated southern yellow pine matching original dimension with sill sealer between plate and foundation.
Yes — Belmont is a regular structural support route. Free on-site inspection anywhere in Belmont, fixed written quote before we touch anything.
Belmont structural support work is heavily weighted toward mill-house pier failures and sill plate rot in the historic core downtown — a problem set that requires shoring, permitted footing replacement, and heart pine wood repair techniques that are rare in most other Charlotte metro markets where the housing stock is predominantly post-war block-perimeter construction.
28012. All Gaston County addresses covered.
It depends on how much they have moved and how much load they are currently carrying. Original Belmont mill village piers were commonly hand-laid brick with the bottom four courses dry-stacked directly on grade with no proper footing, and many of them have functioned adequately for a century. The danger is when they start moving — the top course rotates forward under load, the wedge of scrap brick some previous owner shoved in there crushes, and the girder drops another half inch. I check every pier on the inspection for movement, look at mortar joints for cracking or displacement, probe the top course for bearing, and photograph anything that looks marginal. If a pier has lost bearing to the point that the girder above it is sitting on a wedge or on the wrong course, I set a temporary Tiger SmartJack under the girder immediately and the permanent repair goes into the scope.
Depends on the scope. For sistering a couple of joists with matching lumber and construction adhesive, no. For replacing a section of subfloor above sound framing, no. For pier replacement on a pre-1940s mill house where the original construction lacked proper footings, yes — an engineer needs to specify the new footing size and depth for the specific soil conditions on your site. For girder replacement on any span longer than about 12 feet, yes — the engineer sizes the replacement girder and specifies any additional shoring or bearing requirements. For full sill plate replacement on multiple walls, usually yes. I bring an engineer in when the scope calls for it and the fee is a separate line item. Gaston County Building Inspections may require engineered drawings on the permit application for any structural work of significance.
It factors in because water is the underlying cause of most Belmont structural failures, and any structural repair that does not address the water source is going to see the same failure repeat within a few years. If I sister a set of decayed joists over a chronically wet section of the mill village dirt floor without also installing drainage and encapsulation to control the moisture, the new sister lumber decays on the same schedule the original did. Structural repair sequencing on any Belmont address with a documented water history includes interior perimeter drain tile inside the footing, sealed sump with Zoeller M53 primary and Wayne WSS30V battery backup, and full encapsulation with an Aprilaire or Santa Fe dehumidifier as the moisture control that protects the structural work over the long term.
We handle it as part of the scope. Gaston County building permits pull through their office in Gastonia and we file the application, pay the fees, and manage the inspection scheduling. Structural engineering when required comes from one of a couple of local firms I have worked with for years — usually a Gastonia or Charlotte engineer who is familiar with Piedmont soil conditions and mill village construction. The engineer's fee is a separate line item on your scope so you see it clearly, but you do not have to find and hire the engineer yourself. Same on the electrical permit when the scope includes a dehumidifier — we pull the electrical permit and manage the inspection alongside the building permit for the structural work.
Free on-site Belmont inspection. Fixed written quote. Call (980) 227-1769 or book below.