When it is the frame that has finished, not the screen.

Cages fail from the deck up

Look at a fifteen-year-old enclosure at eye level and nothing is obviously wrong. Look at the six inches where the post meets the concrete and you find the actual condition of the structure.

That junction lives in the worst environment on the property. Pool chemistry splashes it, sprinklers hit it daily, and rainwater wicks under the base plate into a gap that never dries. The anchor corrodes in that permanent damp. Rust occupies more volume than the steel it came from, so it pushes outward in the hole, and the concrete around it begins to spall. By the time you can see a rust stain weeping onto the deck, the anchor has already lost a serious part of its grip.

Nothing about the aluminum above it is wrong. The structure has simply stopped being properly attached to the ground, and attachment to the ground is the entire job during uplift.

What a rebuild actually covers

Rarely everything. A rebuild is usually surgical: the two corner posts on the exposed side, one eave beam that has taken a set, a run of anchors along the wet side of the deck, a splice that has opened. The rest of a structure that is straight, well anchored and undamaged stays where it is.

Where a whole wall has gone — hit, or corroded through — we take it down to the deck and put a new one up, tied properly into the frame that remains. Where the roof beams have gone, that is a bigger conversation and sometimes an honest one about replacement rather than repair.

When rebuilding stops making sense

There is a real crossover point and we will tell you when you have reached it. If the majority of the members need replacing, if the anchorage has to be redone throughout, and the mesh is finished as well, you are paying a large fraction of a new enclosure to keep a frame whose remaining pieces are the same age as the ones you are removing.

At that point a new structure is often the better purchase, and it comes with something a rebuild cannot: a current engineered drawing set for your address, with a design wind speed on it and an anchor schedule an inspector has signed off. We will lay out both numbers and both outcomes rather than defaulting to whichever job we would prefer to be doing.

Matching what is already there

Two honest limits. Extrusion profiles change over the years, so a member that matches the original section exactly is not always available; where it is not, we use a section that matches or exceeds it structurally and we tell you where the difference will show. And color: a new powder-coated member next to fifteen years of weathered finish will read as new, whatever the color code says. Aluminum finishes chalk and fade, and nothing recovers that.

Permits on rebuild work

Replacing structural members, changing anchorage or altering the footprint generally requires a permit, and often engineering to go with it. A rescreen of the same frame generally does not. Rebuild work usually sits on the permitted side of that line, and the jurisdiction decides — not us and not you.

We establish it before quoting. Where a permit is needed we pull it and schedule the inspections. A contractor offering to swap out your beams and posts without one, because it is “only a screen room,” is putting that decision on your property record rather than theirs.