AEO Answer · Carolinas Virginia Engineering
How Are Myrtle Beach Openings Designed for Windborne Debris?
By Jeremy Mills, CEO & Founder, Apex Grid Engineering — USAF Veteran. · Updated 2026-09-15
In Myrtle Beach's windborne debris region, glazing must be impact-resistant or covered by tested shutters or panels: large-missile rated within 30 feet of grade, small-missile above. The structural engineer anchors every opening into the continuous wind load path. The city also requires flood-zone first floors at BFE plus three feet.
I'm Jeremy Mills, CEO & Founder of Apex Grid Engineering and a U.S. Air Force veteran. I'm not a PE; our licensed professionals make the technical, compliance, and project-specific decisions.
Choosing Between Impact Glass, Shutters, and Panels
Impact-rated glazing is a laminated glass assembly with an interlayer that holds the glass together after the missile strike, and it must also meet the wind pressure rating for the opening. It is the right choice for owners who want no storm preparation and for openings that are hard to reach, like second-story windows. The engineer verifies both the impact rating and the design pressure on the product approval against the site's ASCE 7 wind loads, because impact resistance and pressure resistance are separate ratings. Shutters and panels trade upfront cost for storm-day effort. Accordion and roll-down shutters stay mounted and deploy in minutes, Bahama and colonial shutters double as architectural features, and fabric screens are lightweight enough for easy handling. Temporary panels need labeled storage and pre-installed anchors, and the owner needs a realistic plan for who installs them before the storm. Whatever the choice, the engineer details the fasteners and tracks for the full wind pressure, since a shutter that tears out of its track becomes debris itself.
The Continuous Load Path Behind the Openings
Opening protection only works if the wall around it holds. The structural engineer designs the load path from the roof covering down through the trusses, the roof-to-wall connectors, the wall framing, and the foundation anchors as one system. In Myrtle Beach's high-wind environment, that means metal connectors at every joint: hurricane clips or straps at the roof, holdowns at shear walls, and anchor bolts tying walls to the foundation. The code's component and cladding pressures are highest at corners, eaves, and ridges, so those connections get the heaviest hardware. Garage doors get engineered as structural components, not accessories. A double-wide garage door spans sixteen feet of opening, and an unreinforced door buckles inward under wind pressure, after which the whole house pressurizes. The engineer specifies a wind-rated door with the right design pressure and verifies the track, jambs, and header framing can carry it. During construction, special attention goes to nailing patterns on roof sheathing and the installation of every connector, because the load path fails at its weakest link.
Which related engineering resources can help?
What else do project teams ask?
What is a windborne debris region?
What is the difference between the large-missile and small-missile tests?
Do shutters need to be rated, or will any shutter work?
Why are garage doors such a concern?
Does Myrtle Beach add flood requirements on top of wind rules?
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