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 Cornelius comes into focus on jobs where the moisture problem has been running long enough that the wood has started giving up. On a lot of Peninsula-era 1990s and 2000s homes, twenty-five to thirty years of undersized vents and no dehumidification has softened the girders on the load path closest to the exterior perimeter, decayed the rim joist above the block wall on the lake-facing elevation, and walked the interior brick piers off level where the pier footings were sitting on grade instead of below the frost line. When I get called into one of these houses, the homeowner's first symptom is usually a bouncy floor, a hairline crack in interior drywall above a load-bearing point, or a door that has started to stick because the frame is out of square. The underlying story every time is a structural system that has lost cross-section or bearing to moisture and settlement.
Last winter I got a call from a homeowner on West Catawba Ave with an original 1986 build — one of the earlier lake-adjacent homes before The Peninsula ramped up. Master bedroom door had stopped closing. Living room floor had a soft spot at the transition to the hallway. Under the crawl I found the situation in about half an hour. Original block perimeter, 32-inch clearance, four interior brick piers on hand-poured pads that were sitting on grade rather than on proper 12-inch-below-grade footings. Two of those piers had settled roughly a half inch over the years from freeze-thaw cycling on saturated Piedmont clay. The girder above the worst settled pier had walked with the settlement, and the two joists framing into that girder section were now bearing on nothing at their inboard ends. The floor above was riding on the sistered stiffness of adjacent joists — a temporary condition that had already produced the drywall crack the homeowner had noticed six months earlier and the sticking master bedroom door that had started three weeks before the call.
That job ran seven working days including permit inspections. Excavated the two failed piers, poured new footings 24 inches below grade (deeper than code minimum because saturated Cornelius clay does not deserve a code-minimum footing depth), rebuilt the interior support with adjustable steel Tiger SmartJack posts on the new footings with galvanized bearing plates at the girder connection, sistered the girder above the previously settled section with a proper splice at a bearing point, sistered the affected joists with glue-plus-fastener schedule per section, and shimmed the whole load path back to level with cedar shims that got locked in place once the load was distributed correctly. Mecklenburg CityInspect walked it on the pier work and the sister joist work. The door stopped sticking, the drywall crack got patched and repainted, and we moved directly into the drainage and encapsulation scope that had been the underlying moisture story from the beginning.
Structural support work in Cornelius starts with a thorough assessment under the house — probing every girder with a screwdriver, checking rim joist condition along the perimeter, measuring pier footing depths where accessible, and shooting the load path with a laser level to identify any settlement. On a Peninsula waterfront lot I am specifically looking at the lake-facing perimeter because that is where the moisture damage concentrates — the block wall wicks moisture up 12 to 18 inches from grade, the rim joist above that wall takes the brunt, and any girder or joist bearing on that section shows the wear first. Interior pier condition is a separate line of inspection — I check the pier itself for cracks or displacement, and I probe the footing depth where I can get to it. Any interior pier sitting on grade rather than on a proper 12-inch-below-grade footing is a candidate for rebuild.
Permit scope on Cornelius structural work is mandatory. Sistering joists, replacing a girder, rebuilding a pier on a new footing, adding a new interior post — all of it is permitted through Mecklenburg CityInspect. The inspector will want to see footing depths (I go deeper than code on lakefront saturated clay), fastener schedules on sistered members, and connection details at any splice or bearing point. I photograph everything for the permit file and I walk the inspector through the work when they come out. Any structural work involving a licensed engineer's specification — which happens on jobs where the settlement is severe enough to affect the primary load path or where the homeowner wants an engineer's stamp for future resale — gets the engineer involved on the front end, not as an afterthought.
Sequence matters. Structural repair goes first. Drainage work — perimeter drain tile, sump basin, pumps — comes after the structural work is complete and inspected. Encapsulation goes last, on top of a repaired structure and a drained crawl. Doing them in any other order means either the drainage system or the encapsulation gets damaged during the structural work and has to be redone. This is the sequencing that separates a real crawlspace contractor from a fast-flip franchise that just wants to sell the encap and move on. I will not do encapsulation on a Cornelius crawl that has unaddressed structural or drainage issues because that liner will get torn up within a year when the next contractor comes back to fix what should have been fixed first.
Adjustable steel post spec is Tiger Foundation SmartJack for standard applications and Grip-Tite adjustable steel post for tighter clearance situations or specific applications where the SmartJack does not fit. Both are galvanized, both let us adjust for future settlement without a demo pass, and both come with galvanized bearing plates at the top connection to the girder. Pier footings on Cornelius lakefront properties are 3,500-psi concrete minimum, poured 18 to 24 inches below grade on saturated clay — deeper than the code minimum of 12 inches — with proper form work and cure time before we load the footing. Rebar reinforcement in the footing per structural spec, either #4 or #5 depending on the load calculation. Interior post baseplates are anchored to the new footing with hot-dipped galvanized anchor bolts, not epoxy anchors, because the humidity load will compromise epoxy over the life of the structure.
Sister joist spec is a full-length sister running the affected joist bay, glued to the mating face with a construction adhesive rated for treated lumber contact (Titebond WeatherMaster or PL Premium Max) and mechanically fastened with hot-dipped galvanized 16d nails on a schedule of three per foot in load-transfer zones. Girder splices, when we have to make them, land at a bearing point — never mid-span — and use structural screws with rated shear values sized for the load. On Cornelius jobs where the girder is severely rotted and full replacement is easier than sistering, we shore the load with SmartJacks while we remove the old girder, install a new engineered lumber girder (LVL sized to the span and load), and transfer the load back onto the new member with proper fastener schedule at every bearing point. All bright fasteners get replaced with hot-dipped galvanized or stainless — Cornelius humidity will rust bright hardware inside a decade even after encapsulation.
Yes — Cornelius is a regular structural support route. Free on-site inspection anywhere in Cornelius, fixed written quote before we touch anything.
Cornelius structural work almost always requires deeper pier footings than the code minimum — 18 to 24 inches below grade instead of the 12-inch code minimum — because saturated lakefront Piedmont clay is not stable at code minimum depth. Structural support on lakefront properties also has to sequence before drainage and encapsulation work.
28031. All Mecklenburg County addresses covered.
Depends on what is causing the bounce. A bouncy floor right above a pier location often means the pier has settled or the girder above it has lost cross-section — that is a real structural repair with a permit and multiple days of work. A bouncy floor mid-span, away from any pier, is usually an under-sized or over-notched joist for the load, which is a sistering job. A bouncy floor across an entire room usually indicates broader girder or bearing issues. I cannot tell you which category you are in over the phone. Free inspection under the house with a screwdriver and a level and you will get a straight scope.
Almost never. Structural work under a crawlspace happens under the house with limited impact on the interior finishes above. You will hear us working, and if we are jacking a girder or shimming a load path you might feel the floor shift a hair as we take and release load. On homes with finished basement levels adjacent to the crawl we tape off the connecting doorway and run air scrubbers to keep dust out. Days involving concrete work for new footings are the loudest — usually one or two days on a multi-day scope. Nobody has moved out for one of these jobs in my memory.
Depends on scope. Standard pier rebuilds, joist sistering, and girder splicing on a residential crawl within routine parameters can be done without an engineer's stamp — the Mecklenburg inspector will walk the work and sign off on the permit. Where I bring an engineer in is when the settlement or damage affects the primary load path in a way that requires a load calculation, when the homeowner wants an engineer's report for resale documentation, or when the scope involves adding new structural elements that were not in the original design. On Peninsula lakefront homes with significant structural damage from long-term moisture exposure, I lean toward involving an engineer even when the code does not strictly require it — the extra documentation protects the homeowner on future disclosure and gives us a defensible design for the repair.
Come under the house with me on the inspection. Good pier work will show a proper concrete footing (not a stack of paver blocks or a concrete pad sitting on grade), an adjustable steel post or a proper block-and-mortar pier column, and a bearing plate at the top connection to the girder. Bad pier work uses shortcuts — steel jack posts on paver bases, wood shims stacked more than a couple inches, no bearing plate at the connection, or bright fasteners already rusting after a few Cornelius summers. About half the previous pier work I inspect on Peninsula and Pointe resale homes needs some level of re-do to bring it up to a spec that will hold long-term.
Free on-site Cornelius inspection. Fixed written quote. Call (980) 227-1769 or book below.