Coral Gables sits inside the Miami-Dade High-Velocity Hurricane Zone, which requires every membrane assembly to carry a Notice of Acceptance covering the specific combination of deck type, insulation, membrane, and fastener pattern. Substituting any single component voids the NOA, so we install each system exactly as approved and reference the assembly number on the permit drawings.
TPO and PVC systems in HVHZ applications use either mechanically attached or fully adhered methods depending on the deck. Mechanically attached TPO over wood deck typically requires fasteners on 6 to 12 inch centers along the seam, with closer spacing at perimeter and corner zones where uplift pressures are highest. The perimeter zone extends 10 percent of the roof width inward from the edge; the corner zone occupies the outer 10 percent at each corner. Both zones use roughly twice the fastener density of the field zone.
Modified bitumen in HVHZ applications uses a two-ply or three-ply assembly torch-applied or cold-adhered to a base sheet that is mechanically fastened or fully adhered. The cap sheet's granulated surface protects the underlying modified asphalt from UV and provides walking traction for service crews. Modified bitumen handles ponding water better than single-ply systems, which matters on roofs where drainage is marginal.
Drainage design follows the 1/4 inch per foot minimum slope toward primary drains, with secondary scuppers placed 2 to 4 inches above the primary drain inlet to handle overflow during heavy rainfall events. Ponding-water remediation on existing roofs typically uses tapered polyisocyanurate insulation to build slope toward drains; we field-cut the tapered panels to match the existing roof geometry and verify the finished slope with a water test before installing the membrane. Scupper sleeves and drain bowls are flashed with prefabricated boots compatible with the membrane chemistry, sealed at the membrane interface and mechanically clamped at the deck.