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TPO Ponding and Seam Failures on a Mechanically Attached Roof

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TPO Ponding and Seam Failures on a Mechanically Attached Roof

A 12,000 ft² warehouse has a mechanically attached 60-mil TPO roof over 1/8 in./ft tapered insulation and a steel deck. The membrane is about eight years old. After heavy rain, ponding persists for more than 72 hours in two areas near a parapet, and the seams in those areas have opened about 1/4 in. Several fastener heads have backed out and are tenting the membrane. The owner's maintenance worker cleaned the seams with a household cleaner, applied a peel-and-stick seam tape, and pressed it by hand. Two weeks later the tape is lifting. The building has a rooftop unit whose condensate drains onto the roof, and a clogged roof drain is visible. The owner wants the seams re-taped before the next storm.

1. Evaluate whether re-taping the open seams with peel-and-stick tape is an acceptable repair. What must be determined first?

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Re-taping as described is not acceptable. TPO seam tape requires a clean, dry, primed surface and usually a roller pressure of about 2 lb per linear inch; household cleaner can leave residue, and hand pressure is insufficient. More importantly, the open seams may be a symptom rather than the cause. Fastener back-out and membrane tenting indicate that the attachment or deck may be moving, and ponding adds load. Taping over a seam that is being pulled apart will fail again.

Before any repair, determine the extent of wet insulation by probing and infrared scanning, verify the steel deck and fasteners are not corroded or loose, confirm the drain and condensate problems, and check whether the ponding exceeds the structural design. If the seam is contaminated or the membrane is stressed, a localized section should be cut out and replaced with new membrane, not simply taped. The repair must include correcting the drainage and attachment causes.

2. Outline a repair plan, including sequence, materials, and quality checks.

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First, clear the clogged drain and redirect the rooftop-unit condensate so it does not discharge onto the membrane. Document ponding depth and duration, and have the structure checked if ponding exceeds design criteria.

Second, probe the wet areas. Remove membrane and wet insulation in a neat, stepped cut back to dry substrate. Replace damaged insulation with matching tapered product so slope is restored, and fasten the deck and insulation to specification.

Third, install new TPO with the correct attachment pattern. Clean seams with the manufacturer-approved cleaner, allow them to dry, apply primer where required, and use a hot-air welder or approved tape with a roller. Do not use household cleaner.

Fourth, inspect every seam: probe the weld, check for voids, and water-test the repaired area. Replace backed-out fasteners and add stress plates if the membrane is tenting. Finally, verify positive drainage and schedule a follow-up inspection after the next rainfall. The repair should be documented with photos and moisture readings.

3. The owner asks whether the ponding itself is a defect that must be corrected. How should you respond?

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Ponding is not automatically a membrane defect, but persistent ponding is a design and maintenance concern. Most low-slope roofs are designed for some temporary ponding, but water that remains more than 48 to 72 hours after rain can shorten membrane life, add structural load, and accelerate seam failure. Here the ponding is localized near a parapet and is combined with a clogged drain and condensate discharge, so it is likely correctable rather than an inherent slope problem.

Respond by identifying the source: verify drain elevation and flow, confirm that tapered insulation was installed to the intended slope, and check for deflection or ponding caused by the parapet detail. If the drain is the cause, clearing it and maintaining it may solve the issue. If the structural slope is inadequate, a retrofit such as a new drain or tapered insulation may be needed. Do not simply re-tape the seams and ignore the water; the repair should restore drainage and be monitored after the next storm.