| Design Wind Speed |
Use the project-specific wind speed required by the local building code. Hurricane-prone coastal locations commonly require design wind speeds of approximately 120–180 mph, depending on location, risk category, exposure, and building height. |
Confirm the applicable basic wind speed, wind exposure category, mean roof height, building importance, and geographic location. |
Local building code and ASCE 7 wind-load provisions, where adopted. |
Do not select a door from wind speed alone. The supplier should convert the required wind speed into a documented design pressure for the exact opening. |
| Design Pressure |
The door assembly should have a positive and negative design-pressure rating expressed in psf or kPa. Typical residential and light-commercial requirements may range from approximately +/-40 to +/-100 psf, but the project calculation controls. |
Check both inward pressure and suction pressure. Verify that the rating applies to the complete installed assembly, not only the door curtain or panel. |
Stamped engineering calculations, tested product data, and applicable building-code design criteria. |
Choose a rating equal to or greater than the calculated positive and negative pressures, including any required safety factors. |
| Wind-Load Testing |
The complete door should be tested for structural resistance, deflection, permanent deformation, and operational performance under the specified wind loads. |
Review test size, door configuration, reinforcement layout, pressure cycles, and pass/fail criteria. |
ANSI/DASMA 102 or another code-accepted test and evaluation method applicable to sectional garage doors. |
Test reports should identify the tested model, dimensions, hardware, reinforcement, tracks, fasteners, and installation conditions. |
| Impact Resistance |
Where required by the local code, glazed sections and other vulnerable components should resist wind-borne debris impact or be protected by an approved impact-resistant system. |
Check glazing, windows, vision panels, decorative inserts, ventilation components, and any removable accessories. |
Applicable local requirements may reference ASTM E1886/E1996, TAS 201/202/203, or another approved impact standard. The exact requirement depends on the jurisdiction. |
Confirm whether the door itself is impact-rated or whether a separate shutter or approved protective system is required. |
| Panel or Curtain Construction |
Use corrosion-resistant, wind-rated panels or curtains with sufficient thickness, internal reinforcement, and secure interlocking joints. |
Review panel thickness, end stiles, horizontal reinforcement, hinges, fastener spacing, and the connection between panels and hardware. |
Manufacturer engineering documentation and tested assembly details. |
A thicker panel alone does not prove hurricane performance. The complete load path must transfer wind forces into the building structure. |
| Track and Hardware Strength |
Tracks, rollers, hinges, brackets, shafts, drums, and supporting hardware must be rated for the specified wind pressure and door size. |
Check track gauge, roller stem length, bracket spacing, shaft capacity, bearing support, and resistance to track spreading or pull-out. |
Product-specific structural calculations and wind-load test documentation. |
High-wind door hardware is not interchangeable with standard residential hardware unless the complete assembly has been approved for that use. |
| Building Connection |
Fasteners and anchors must connect the door system to structural framing capable of resisting the calculated loads. |
Verify jamb material, header condition, fastener type, embedment, edge distance, spacing, and substrate capacity. |
Approved installation drawings, engineering calculations, and local code requirements. |
A highly rated door can fail if it is installed into weak or deteriorated framing. Require site-specific installation instructions. |
| Deflection and Operation |
The door should remain within the allowable deflection and continue to open, close, and latch after the required pressure cycles. |
Review panel deflection, track movement, roller retention, seal contact, and post-test operating force. |
Applicable product test standard, engineering report, and manufacturer operating limits. |
Ask for the maximum tested door width and height. Ratings can change when the opening size or panel configuration changes. |
| Locks and Wind Bracing |
Use a tested locking system or wind-lock arrangement designed for the specified pressure. Manual and motor-operated doors must be secured against unintended movement. |
Check lock engagement, number and location of locking points, automatic opener compatibility, and whether wind locks engage before exposure to wind. |
Tested product documentation and installation instructions for the specific door system. |
Never rely on an automatic opener alone as the primary hurricane restraint unless the system is specifically designed and approved for that function. |
| Water and Air Control |
Use continuous perimeter seals and a properly detailed threshold to reduce wind-driven rain and air leakage. Water performance is separate from structural wind resistance. |
Inspect bottom seal compression, side and top weather seals, threshold details, drainage, and transitions to adjacent walls. |
Project specifications and applicable air or water penetration test methods, when required. |
Confirm the water rating separately; a door with a high wind-pressure rating is not automatically watertight. |
| Corrosion Resistance |
For coastal environments, use galvanized, stainless, aluminum, or suitably coated components selected for salt-laden air and high humidity. |
Check coating system, fastener material, dissimilar-metal compatibility, drainage, and maintenance requirements. |
Coating specifications, material certificates, and project corrosion requirements. |
Salt exposure can weaken springs, cables, tracks, fasteners, and hinges. Request a coastal maintenance schedule. |
| Emergency Power and Manual Release |
Motorized doors should include a safe manual-release method and, where required, emergency power or a documented emergency operating procedure. |
Verify manual lifting force, release accessibility, battery backup requirements, and safe operation during power loss. |
Local electrical and safety codes plus the opener manufacturer’s installation requirements. |
Ensure the emergency release remains accessible without exposing occupants to uncontrolled door movement. |
| Size and Configuration |
The wind rating must apply to the exact width, height, panel type, window layout, track arrangement, and mounting condition being purchased. |
Compare the quotation, shop drawings, test specimen, and engineering report line by line. |
Project-specific shop drawings and signed or sealed engineering documents where required. |
Do not assume that a rating for a single-car door applies to a wider double-car door or a door with windows. |
| Documentation and Certification |
Require traceable technical documents before purchase: test report, design-pressure schedule, installation drawings, maintenance instructions, and warranty terms. |
Check document revision, tested configuration, rating limits, exclusions, approval scope, and installation qualifications. |
Local authority approval process and recognized testing or evaluation documentation. |
Prefer documentation that clearly states positive and negative pressures, maximum sizes, hardware requirements, and approved anchorage. |
| Maintenance and Inspection |
Inspect springs, cables, rollers, hinges, tracks, locks, seals, fasteners, and corrosion at least annually, or more often in severe coastal exposure. |
Look for frayed cables, loose fasteners, damaged seals, corrosion, abnormal noise, track movement, and unbalanced operation. |
Manufacturer maintenance instructions and local safety requirements. |
Schedule inspection before hurricane season and after any major storm, impact, or abnormal door operation. |