Watch how wind creates massive uplift forces on parapet coping. See why cleat spacing and fastener selection are critical to keeping the coping attached during a hurricane.
The three critical elements that keep coping attached during hurricanes.
Continuous Cleats
Cleats must engage the coping securely and be fastened to the parapet with stainless steel screws at maximum 6" spacing into the substrate.
Cleat Spacing
In Miami-Dade HVHZ, cleat spacing varies from 12" at corners (Zone 3) to 24" in field areas (Zone 1). Always follow the NOA requirements.
Joint Overlap
Coping joints must overlap minimum 4" with sealant between layers. Joint clips required at all splices to prevent separation.
Common Coping Failures
Why parapet coping blows off during hurricanes.
Inadequate Cleat Spacing
Cleats spaced too far apart cannot resist the concentrated uplift forces. The coping lifts between cleats and eventually disengages.
Corroded Fasteners
Carbon steel screws rust in the marine environment. Stainless steel fasteners are required but often omitted to cut costs.
Poor Joint Details
Joints without clips or adequate overlap separate under suction. Wind enters the gap and peels the coping off progressively.
Undersized Cleats
Thin gauge cleats bend under load and release the coping hem. Cleats must be heavy enough to resist the design uplift without deforming.
Miami-Dade Coping Specifications
Required values for different roof zones and coping widths.
Roof Zone
Uplift Pressure
12" Coping
18" Coping
24" Coping
Zone 1 (Field)
65 psf
24" cleat spacing
20" cleat spacing
16" cleat spacing
Zone 2 (Edge)
95 psf
18" cleat spacing
14" cleat spacing
12" cleat spacing
Zone 3 (Corner)
120 psf
14" cleat spacing
12" cleat spacing
10" cleat spacing
* Values shown are typical for 180 mph wind speed, Exposure C. Actual requirements depend on building height, exposure, and coping NOA specifications.
Coping Attachment FAQs
Common questions about parapet coping wind loads.
What wind load does parapet coping experience in Miami-Dade?
Parapet coping in Miami-Dade HVHZ experiences severe uplift loads due to wind flowing over the parapet edge. At roof corners and edges, coping can see uplift pressures of 80-120 psf or more depending on building height and exposure. The coping acts like an airplane wing, creating lift that tries to peel it off the parapet.
What is the required cleat spacing for parapet coping?
Cleat spacing for parapet coping depends on the design wind pressure and coping width. In Miami-Dade HVHZ, typical cleat spacing ranges from 12 inches at corners to 24 inches in field areas. Wider coping requires closer cleat spacing. The cleats must be fastened with stainless steel screws sized for the uplift load.
Does parapet coping need Miami-Dade NOA approval?
Yes. In Miami-Dade County, parapet coping systems must have a valid NOA (Notice of Acceptance) when installed on buildings in the High Velocity Hurricane Zone. The NOA verifies the coping system was tested per TAS 125 and can resist the required wind loads. The NOA specifies maximum wind speeds, cleat spacing, and fastener requirements.
What causes parapet coping to fail in hurricanes?
Common coping failures include: cleats spaced too far apart, undersized fasteners, corrosion of fasteners and cleats, inadequate overlap at joints, and coping not properly engaged in cleats. When coping blows off, it exposes the waterproofing and can become dangerous wind-borne debris.
How do you calculate parapet coping wind loads per ASCE 7?
Parapet coping wind loads use ASCE 7 Component and Cladding provisions for roof edges and corners. The effective wind area is the coping width times the cleat spacing. Corner Zone 3 pressures are typically 2-3 times higher than field areas. The calculated uplift pressure determines the required cleat strength and spacing.
Calculate Your Coping Wind Loads
Get the exact uplift pressures and cleat spacing requirements for your Miami-Dade parapet coping installation.