Drainage problems on a low-slope commercial roof rarely announce themselves until a storm event exposes them. We repair, resize, and install roof drains and scuppers to move water off the roof at the rate Georgia's storm intensity actually demands, not the rate a decades-old design assumed.
Middle Georgia's thunderstorm season delivers heavy rainfall in short bursts, and buildings around Macon occasionally see tropical remnants push through with sustained rain totals that overwhelm marginal drainage systems. A roof designed decades ago to an older rainfall intensity standard can be functionally undersized for what actually falls on it today. We evaluate existing drain and scupper capacity against current roof area and regional storm data before recommending any change.
Ponding water is the direct consequence of inadequate drainage, and standing water accelerates membrane wear, adds structural dead load the roof was not designed to carry long-term, and creates the conditions for algae growth and premature seam failure.
Ponding also adds weight the structure was not necessarily designed to carry for extended periods. On older buildings around the Macon area, particularly those with any history of deck deflection, we treat a chronic ponding condition as both a structural conversation and a roofing one, and flag it for a structural engineer's review when the pattern warrants it.
Internal drains clog with debris, and clamping rings loosen or corrode over time, both of which compromise drainage function and create a leak path at the drain body itself. We clear debris, inspect and re-secure clamping rings, and replace strainer baskets or drain bowls that have deteriorated. Where a drain body has failed structurally, we replace it and tie the new flashing into the surrounding membrane to manufacturer specification.
We also check the leader piping below the roof deck where it is accessible, since a partially blocked or damaged interior leader line can mimic the symptoms of a roof-level drain problem while the actual restriction sits well below the surface.
Scuppers at parapet walls handle overflow drainage on many commercial roofs in the Macon area, particularly on buildings with limited internal drain capacity. Undersized scuppers back water up against the parapet during heavy storms, which stresses the membrane termination and coping above it. We also verify scupper placement relative to the drainage plan, since a scupper positioned at what turns out to be a high point rather than a true low point provides little practical benefit no matter how well it is sized or flashed. We resize scupper openings and reflash them where the existing capacity does not match current roof drainage demand. On buildings with multiple scuppers around the perimeter, we also confirm each opening carries a comparable share of the drainage load, since an uneven split can leave one section chronically wetter than the rest. We map each scupper's drainage area against the roof plan before recommending changes, so the resizing decision reflects the actual catchment rather than a rough visual estimate.
Sometimes the drains themselves are adequately sized but the roof surface does not direct water to them efficiently. In those cases we add tapered insulation crickets between drains to create positive slope and eliminate low points where water otherwise collects. This is a common recommendation on older built-up roofs and flat modified bitumen roofs across the Macon market that were installed without slope built into the original insulation layout.
We install crickets in a phased sequence when the roof cannot be taken fully out of service, working section by section so drainage function is never worse mid-project than it was before we started.
For institutional projects requiring a documented scope of work, we provide drainage calculations and a written recommendation covering existing capacity, proposed changes, and the rationale behind them, suitable for inclusion in a facilities or capital project bid package.
We also cross-reference our drainage recommendations against manufacturer warranty requirements for the existing roof system, since some warranties specify minimum drainage performance, and a resizing or cricket project can affect that coverage if it is not documented correctly.
Visible ponding that takes more than 48 hours to dissipate after a storm is the clearest sign. We can evaluate your existing drain and scupper capacity against your roof area to confirm.
Often yes. Tapered insulation crickets, drain repair, or scupper resizing can resolve ponding without a full reroof, depending on what the evaluation finds.
Yes, debris clearing at internal drains and scuppers is part of our standard maintenance visit scope.
Usually a loosened or corroded clamping ring, or a failed seal between the drain bowl and the surrounding membrane flashing.
Yes, we prepare drainage calculations and written recommendations formatted for inclusion in institutional bid documentation.
