Pool Cage Repair in Jacksonville, FL

Aluminum framing is lightweight by design, which is great for reducing load on the structure but means it can flex or bend under strong, sustained wind gusts during Northeast Florida's storm season. Salt air along the coast and Intracoastal corrodes steel fasteners and frame connectors faster than in inland areas, weakening joints over years even without a single major storm event. Ground movement and settling around the pool deck slab can also throw a cage slightly out of square over time, putting uneven stress on panel corners and doors.

A cage with isolated bent beams or a handful of corroded fasteners is almost always repairable - we replace or straighten the affected sections using matching extrusion and hardware. We start recommending a full cage replacement when corrosion has spread across multiple structural connections, when a major storm has racked the frame significantly out of square across several sections, or when the cage was built to older wind load standards and a homeowner wants it brought up to current expectations as part of a larger project.

We inspect the full cage first, since a bent beam in one area often points to stress that's affected neighboring sections too. Bent or damaged framing is removed and replaced with matching extrusion, super gutters are reset and re-anchored, kickplates are rebuilt where corroded, and door frames are adjusted or rebuilt so doors close and latch cleanly. We check every door and panel connection before calling the job finished, since a cage that looks fine from a distance can still have a door that doesn't seat right.

Cage repair costs depend heavily on how much structural work is involved - a single bent beam and a loose gutter section is a small job, while multiple corroded connections and racked doors across the structure is more extensive. We provide a free, in-person estimate so you can see exactly what's needed and what it will cost before any work begins.

A pool cage is a larger structural system than a standard lanai screen, with taller support posts, ridge beams, and often a domed or gable roofline that spans the whole pool area. Assessing a pool cage starts with the structural frame — checking support posts for corrosion at the base where they meet the deck, inspecting ridge and roof beam connections for looseness, and looking for any visible bowing along long unsupported spans that could indicate stress from wind loading over time.

Only after the structural frame is confirmed sound does the inspection move to the screen panels themselves, since a full rescreen against a compromised frame is a wasted investment. This is a meaningful difference from smaller lanai repairs, where the frame is rarely load-bearing in the same structural sense.

Because a pool cage covers more square footage and more linear feet of spline groove than a typical lanai, spline sizing consistency across the whole structure matters for a clean, even rescreen. Mismatched spline diameters from panel to panel — often the result of prior partial repairs done at different times — can leave some sections looser than others even with new mesh installed.

Fastener grade also deserves attention on a structure this size, since a pool cage has far more connection points between posts, beams, and panel framing than a small screened porch. Corroded or mismatched fasteners at structural connections get replaced with appropriate hardware during a rescreen, not just at the mesh-retaining points.

A full rescreen involves more variables than a single-panel repair: total panel count across roof and walls, mesh grade chosen for each exposure, how much structural fastener replacement is needed at post and beam connections, and how accessible the roof panels are given the cage's height and pitch. A single-story cage with a shallow roof pitch is more straightforward to rescreen than a tall, steeply pitched cage or one with limited yard access for equipment.

Because a full rescreen is a larger-scope project than a spot repair, getting an accurate planning range depends on sharing total approximate square footage, roof height, and whether structural issues like post corrosion or beam looseness have already been noticed.

On a structure the size of a pool cage, repeated partial repairs over the years tend to create a patchwork of mesh ages, spline sizes, and fastener conditions that becomes harder to manage than starting with a coordinated full rescreen. Once several sections have needed individual attention within a short span, that's usually a sign the whole structure has reached a similar age and condition, making a full rescreen the more efficient path rather than continuing to chase each new tear separately.

This is especially relevant heading into storm season for a structure with this much exposed roof area — a pool cage with mixed-age panels is more likely to have at least one weak section that fails under wind load, and evaluating the whole roof for a coordinated rescreen ahead of storm season is a more thorough approach than reacting to storm damage panel by panel afterward.