Research study
What post-storm damage assessments say about garage doors
Seven hurricanes, one review of federal and engineering field reports. We pulled out every garage door finding and quote the people who wrote them.
Written by HyreGarage Research Desk Primary-source research and data analysis
Audited by HyreGarage Research Desk Citation, computation and retrieval-date audit
The finding
Hurricane debris damaged garage doors well outside the zone where building codes require protection. A University of Florida (ESSIE) report for the Florida Building Commission, dated May 15, 2024, reviewed seven hurricanes from 2004 to 2022.
After Hurricane Michael, a garage door and roof in Panama City were damaged 3.39 miles from St. Andrew Bay. The ASCE 7 debris zone reaches one mile from the water.
What the reports found
The hurricane garage door findings report what other people measured. HyreGarage inspected no building. Every finding comes from one University of Florida (ESSIE) report for the Florida Building Commission, dated May 15, 2024. It reviews federal and engineering damage reports on seven hurricanes from 2004 to 2022: Charley, Ivan, Katrina, Ike, Harvey, Michael and Ian.
Three of the seven include a photo of garage door damage with a caption: Charley in Punta Gorda (2004), Harvey in Fulton, Texas (2017), and Michael in Panama City (2018). No photo for the other four does not mean the doors held.
The clearest finding is about distance, not wind speed. After Hurricane Michael, four debris-damage sites in Panama City, one a garage door and roof, sat 3.25 to 3.39 miles from St. Andrew Bay. The ASCE 7 wind-borne debris region (the zone where codes require impact protection) reaches one mile from the water.
Damage did not need winds above the design level. Hurricane Ike’s winds (90–110 mph) stayed well below its ASCE 7-05 design range (130–150 mph). Yet the FEMA Mitigation Assessment Team (MAT) found widespread failure of walls and roofs.
What is this page, and what is it not?
The evidence is published field reports, not our own inspection. Its limits are the limits of what got photographed and written down.
Every finding below is quoted or closely paraphrased from the UF/ESSIE report and the field reports it cites: FEMA MAT, IBHS, RICOWI and StEER. We confirmed the report exists, read it in full, and checked one cited fact (FEMA P-2077’s 350-structure count) directly on fema.gov.
ASCE 7 is a paid standard. The IBHS library is members-only. The full MAT reports run to hundreds of pages each. We relied on the UF report’s citations of them, plus the one direct check noted above.
The seven reviews are organized by storm and place, not by building part. We counted how many include a garage door photo: three. That counts what investigators recorded. It is not a failure rate among all garage doors hit by each storm.
The report says damage photos “prioritized… the most severely impacted areas,” and that there is “a significant lack of very specific investigations into wind-borne debris effects.” Ivan and Katrina show no recorded debris damage of any kind, which is different from a recorded undamaged door.
Those are on our pages about the hurricane code history and how much housing sits in a debris zone. We link to them rather than repeat the same figures.
This page names no maker and gives no design pressure for any address. Whether a specific opening needs a rated door is for a licensed professional to decide.
Why does a garage door fail in a hurricane?
Because it is usually the biggest opening in the house, made of the lightest material, across the widest unbraced span. That is why garage doors keep showing up in hurricane reports that were not written about them.
The UF/ESSIE report states the general cause plainly: “Damage to the windward facing envelope of buildings from the impact of wind-borne debris (WBD) can result in damaging water entry and increased internal pressures that can lead to failure of the primary structural system.”
The Hurricane Harvey section ties this to a real storm. Investigators found that flying debris, “shingles, roofing materials, and siding,” “punctured walls, doors and windows, leading to internal pressurization and water infiltration” in the Rockport Northwest and Holiday Beach neighborhoods.
The IBHS field team traced the worst damage to one local cause: wind speeding up over Copano Bay before it reached those two neighborhoods. They had “the most severe total damage of the areas investigated.” Nearby Aransas Pass and Port Aransas, closer to open water, saw less, because blowing over land slowed their average winds.
HyreGarage analysis: the Copano Bay finding matters beyond Harvey, because no code map captures it. A debris zone is drawn by distance from water and a design wind speed.
Wind speeding up over one bay’s shape is a local effect no boundary line covers. This is IBHS’s finding, not ours. We repeat it because it shows up again in the Michael findings below.
Once a garage door fails and wind gets inside, the damage does not stop at the opening.
IBHS has described the pressure pushing out on the walls and up on the roof once the house stops acting as a sealed box (quoted elsewhere on this site).
The case studies below show what that looks like, storm by storm.
Seven storms: observed wind speed against design wind speed
Copied from the UF/ESSIE report’s Table 3 and its section on each storm.
“Design” is the wind speed the code required at the time, not always today’s code. For Charley, the report says the design figure is the code in force when the homes were built, which is lower than current Florida code for the same place.
| Storm | Observed wind speed | Design wind speed | Garage door documented? | What the assessment found |
|---|---|---|---|---|
| Charley (2004) Punta Gorda / Charlotte Harbor, FL | 125–130 mph | 110–130 mph (code at time of construction) | Yes | Extensive wind-borne debris damage in Punta Gorda and Port Charlotte. FEMA’s Mitigation Assessment Team found observed speeds exceeded the design wind speed for the assessed sites. One-third of homes without shutters had broken windows at 125–130 mph, against minimal damage below 100 mph (Gurley and Masters, 2011). Debris damage reached Arcadia, more than a mile from any Exposure D condition. |
| Ivan (2004) Pensacola, FL area | 95–120 mph | 150–160 mph | No | Did not exceed design wind speeds. The report states there is no evidence of wind-borne debris damage in either the FEMA MAT report or the RICOWI wind investigation report for this storm. |
| Katrina (2005) Mississippi coast (Pascagoula–Gulfport) | 90–130 mph | 140–150 mph | No | Did not exceed design wind speeds. The report states there is no evidence of wind-borne debris damage in the RICOWI wind investigation report for this storm. |
| Ike (2008) Galveston Bay, TX (Houston–Friendswood corridor) | 90–110 mph | 130–150 mph (ASCE 7-05) | No | Wind speeds stayed well below design thresholds, yet the FEMA MAT documented extensive damage from failing asphalt shingles, vinyl siding and fiber cement siding, and attributed most of it to non-hurricane-rated materials, poor installation and weak code enforcement — not to wind exceeding the code. |
| Harvey (2017) Aransas Bay / Copano Bay, TX (Rockport, Port Aransas) | 120–140 mph | 150–170 mph | Yes | IBHS found wind acceleration over Copano Bay drove the worst damage in Rockport Northwest and Holiday Beach. Flying debris (shingles, roofing material and siding) punctured walls, doors and windows, causing internal pressurization and water infiltration. Newer construction performed better than older, but not uniformly. |
| Michael (2018) Bay, Calhoun, Gulf, Jackson, Franklin, Wakulla counties, FL | 129–161 mph (varies by county) | 133–160 mph (varies by county) | Yes | FEMA’s Mitigation Assessment Team (FEMA P-2077) surveyed 350 structures across these six counties. Wind gusts exceeded ASCE 7-10 design levels by more than 10 percent in several counties. Wind-borne debris damage — including to a garage door and roof in Panama City — occurred more than three miles inland from St. Andrew Bay, in locations ASCE 7 does not classify as a wind-borne debris region at all. NOAA’s National Hurricane Center puts Michael’s landfall intensity at 140 kt (161 mph), a category 5 hurricane on the Saffir-Simpson scale — independently confirming the top of the observed-wind range in the UF/ESSIE table above. |
| Ian (2022) Charlotte Harbor, FL (Punta Gorda, Cape Coral, Fort Myers) | 135–150 mph (varies by site) | 160–180 mph | No | IBHS reported peak winds approached but fell just below modern design levels for most sites, though the event likely represented a design-level wind for buildings built under pre-Hurricane Andrew code. Failures of auxiliary structures, roof coverings and cladding produced wind-borne debris that damaged openings including windows and doors. |
Compiled by HyreGarage from the UF/ESSIE report’s Table 3 (“Summary of the damage assessments observed for the hurricanes impacting the Atlantic coast of the U.S., 2004–2022”) and Sections 4.4.1–4.4.7, retrieved 2026-09-06.
Where a storm’s observed or design wind speed varied by location within one row, we give the range as the report states it, not an averaged figure.
Hurricane Michael: four damaged sites, all past the one-mile line
The four Hurricane Michael sites are the only group of figures in the report that shares build year, distance from water and wind speed, which is why it is the one chart on this page.
| Figure | Damage | House built | Distance from St. Andrew Bay | Estimated wind speed | Design wind speed |
|---|---|---|---|---|---|
| Fig. 46 | Roof and garage door | 2000–2009 | 3.39 miles | 129–150 mph | 135 mph |
| Fig. 47 | Window (debris impact) | 2000–2009 | 3.27 miles | 129–150 mph | 135 mph |
| Fig. 48 | Windows | 1990–1999 | 3.25 miles | 129–150 mph | 135 mph |
| Fig. 49 | Window | 2010–2019 | 3.39 miles | 129–150 mph | 135 mph |
UF/ESSIE report figure captions, retrieved 2026-09-06. All four captions say the estimated wind speed “might have exceeded” the design wind speed.
That hedge is the report’s, not ours; it reflects how hard it is to estimate wind at one lot after a storm.
A fifth site, Figure 50 (Mexico Beach shoreline, no stated distance inland), is left out because it is a near-coast case, not an inland one.
What each report recorded, in its own words
Direct findings from the three storms where a garage door appears in the record, plus the FEMA P-2077 figure we confirmed on fema.gov.
Hurricane Charley, Punta Gorda (2004)
The FEMA Mitigation Assessment Team found observed winds (125–130 mph) beat the design wind speed for the sites when they were built (110–130 mph). The report’s Figure 9 shows a photo of garage door damage in Punta Gorda, with no numbers attached.
The same section gives a measured finding on openings in general: “In Punta Gorda and Port Charlotte, where wind speeds ranged from 125–130 mph, one-third of homes without shutters had broken windows, compared to minimal damage in areas with winds below 100 mph” (citing Gurley and Masters, 2011).
Debris damage also reached Arcadia. The report notes Arcadia sits “further than 1 mile from Exposure D condition,” meaning beyond the line that would have required protected openings.
Hurricane Harvey, Fulton and Rockport, Texas (2017)
The report’s Figure 26 shows “damage caused by debris impact resulting in two bent rollers” on a garage door in Fulton. Rollers are the wheels that ride in the door’s side tracks. This is a different kind of failure from the punctured panels described elsewhere in the section.
IBHS’s field team, cited in the same section, found the worst damage in Rockport Northwest and Holiday Beach, where wind sped up over Copano Bay.
It reported that flying debris “including shingles, roofing materials, and siding” caused breaches “leading to internal pressurization and water infiltration.”
The FEMA MAT separately recorded failures in the main structural frames of older buildings.
Hurricane Michael, Panama City and the Florida Panhandle (2018)
FEMA’s Mitigation Assessment Team report on this storm, FEMA P-2077 (confirmed on fema.gov), surveyed 350 structures across Bay, Calhoun, Franklin, Gulf, Jackson and Wakulla counties. The UF/ESSIE report says gusts beat ASCE 7-10 design levels by more than 10 percent in several of these counties.
The highest recorded land gust was 129 mph, at a mobile weather station at Tyndall Air Force Base. The station failed shortly after recording it.
The report’s Figure 46 shows “damage to roof and garage door in Panama City,” on a house built 2000–2009, 3.39 miles from St. Andrew Bay.
That is well past the ASCE 7 one-mile debris line. The report says so directly: “Wind-borne debris posed a major threat, causing damage in areas not classified as wind-borne debris regions under ASCE-7 standards.”
The line on the code map is not where the damage stops
Put Charley and Michael side by side and a pattern appears. The two storms were fourteen years and hundreds of miles apart.
In both, the report records debris damage (a garage door, in Michael’s case) beyond where the code’s debris zone reaches.
For both, it reaches the same conclusion: the line on the map is not where the damage stopped.
The report does not say this lightly. Its job was to study exactly this question for the Florida Building Commission. That is why ASCE 7-22 dropped the word “coastal” from part of the definition and extended protection rules to some inland lakes and bays.
The report’s summary is direct. It says “Hurricane Charley… caused damage recorded over three miles inland, raising questions about the adequacy of the one-mile WBDR designation.” It adds that “Hurricane Michael… caused debris impacts over three miles inland from St. Andrew Bay… reinforcing concerns about debris risks near inland bays.”
HyreGarage analysis: say your home is three miles from open water, and your local code map does not reach that far. You are not required to have an impact-rated garage door.
On this evidence, that does not prove you are safe from flying debris. This is not the same as “garage doors near the coast should be rated,” which no one disputes.
It is about where the line sits against where damage actually happened.
The same report has evidence the other way, and it deserves equal weight. Ivan and Katrina were real hurricanes that hit inhabited coast. The same kinds of teams, using the same methods, recorded no debris damage at all.
In both, winds stayed below the design level. So design levels do matter. They are just not the whole story once a storm passes them, or when distance from water is the question.
Meeting the design wind speed did not guarantee good results, and missing it did not guarantee failure
Hurricane Ike is the clearest example. Winds near Galveston ran 90–110 mph, twenty to sixty miles per hour below the 130–150 mph range ASCE 7-05 required there. By wind speed alone, Ike should have been a non-event for code-built homes.
It was not. The FEMA MAT recorded widespread failure as asphalt shingles, vinyl siding and fiber cement siding tore loose and became debris. It blamed materials not rated for hurricanes, poor installation and weak code enforcement, not a storm that beat the code.
Hurricane Harvey is the matching case. IBHS found that “all the neighborhoods investigated by the IBHS team were located within the ASCE 7-10 design wind speed zone of 140–150 mph, and none of the areas investigated experienced peak 3-second gust wind speeds higher than 140 mph.”
So the storm never beat the design level where IBHS looked.
Damage still happened, mostly in two neighborhoods where the land shape sped up the wind over water. IBHS also compared two homes 250 feet apart, one built in 1987 and one in 2006. The newer home did measurably better in the same wind, even though the storm never passed the design speed nearby.
HyreGarage analysis: read together, these cases say a design wind speed is the level a properly built, properly installed part should withstand. It does not promise that everything built to it performs the same. It does not promise that everything above it fails.
Installation quality, material choice and local wind speed-up each changed the outcome on their own. None of the seven reports looks closely enough at garage doors to say which mattered most for that one part. They show only that all three are real factors.
Terms used in these reports
- Mitigation Assessment Team (MAT)
- A team of engineers and building scientists FEMA sends after a major disaster. It surveys the area and publishes a public report on how buildings held up, often hundreds of pages, with advice for codes and construction.
- IBHS (Insurance Institute for Business & Home Safety)
- A research group funded by the insurance industry that sends its own post-storm damage teams. Its full research library requires membership. This page uses only IBHS material quoted inside the UF/ESSIE report.
- RICOWI
- The Roofing Industry Committee on Weather Issues, which writes wind investigation reports after major storms. The UF/ESSIE report cites it as confirming no debris damage after Ivan and Katrina.
- StEER
- The Structural Extreme Events Reconnaissance network, which runs fast, often crowd-sourced, virtual and field damage reviews. The UF/ESSIE report cites its Hurricane Michael Preliminary Virtual Assessment Team Report on pre-2002-code homes against newer ones.
- Internal pressurization
- What happens after a breach in a building’s outer shell, such as a failed door, window or roof vent. Wind gets inside and pushes out on the walls and up on the roof. Several of these reports describe it following debris damage.
- Exposure D condition
- A site facing open water with at least 5,000 feet of open water upwind. It matters for Hurricane Charley’s Arcadia finding, which the report says sits more than a mile from any such site.
- Design wind speed
- The wind speed a building or part must withstand under the code in force when it was designed or built. This can differ from what today’s code requires for the same site. Table 3 of the UF/ESSIE report gives both for some storms.
What we could not find, and so did not write
A garage-door failure rate. None of the seven reviews looks at garage doors as its own category. We can say three of seven show a captioned garage door photo. We cannot say what share of exposed garage doors failed, because we found no count of doors at risk.
The full FEMA MAT reports for Ike, Harvey and Michael. Each runs to hundreds of pages. We relied on the UF/ESSIE report’s citations of them.
We confirmed one fact directly on fema.gov: FEMA P-2077’s 350-structure, six-county survey for Michael. Anything else those reports say about garage doors, beyond what the UF report quotes, is not here.
The full IBHS research library. It is members-only. Everything credited to IBHS here is quoted as it appears inside the UF/ESSIE report, not retrieved from IBHS.
ASCE 7 itself. It is sold commercially, and we did not buy or read it. Every ASCE 7 reference here is quoted as it appears in the UF/ESSIE report, which says that is how it handles the standard too.
A national or state count of garage doors that failed in any of these storms. None of the reports counts garage doors. They count buildings and describe some part failures within them. A count would need the raw data behind each MAT report, which is not published for download.
One thing we chose not to do: turn these seven storms into one national rule about garage doors and hurricanes. Two of the three storms with garage door damage hit Florida and one hit Texas.
The four with none span those two states plus Mississippi. Three storms against four is no basis for a general claim, so we do not make one.
Questions
Do garage doors fail more often than other openings in hurricanes?
What is internal pressurization, and why does the garage door matter?
Did debris damage happen outside official debris zones?
What happened to garage doors in Hurricane Michael?
What happened to garage doors in Hurricane Charley?
Does a hurricane have to beat the design wind speed to damage a garage door?
What is a FEMA Mitigation Assessment Team (MAT) report?
What are StEER and RICOWI?
Is this HyreGarage’s own field research?
Where can I read the underlying report?
If I live more than a mile from the coast, is my garage door safe from wind?
Written and audited by
HyreGarage Research Desk
Primary-source research, data analysis and fact checking
We are not a garage door company. We read the agency file, the code record, the standards document or the public register ourselves, compute the figure from it, and publish it with the source and the date we retrieved it.
Where a number cannot be traced to a primary source, we publish the shorter page and say what we could not verify. Our own company records cover ten states; nothing national is ever derived from them.
- 10
- states our own company records cover — and the limit of any claim made from them
- 3,901
- garage door companies in the store
- 457
- license records verified against a state board
- 0
- national claims made from a ten-state store
How this desk works
- Primary sources only. Injury counts come from CPSC. Housing counts come from the Census file, not from a summary of it. Code history comes from the building commission that adopted the code. We do not cite an article that cites a source; we retrieve the source and do the arithmetic ourselves.
- Every figure carries its retrieval date. Registers change, datasets are revised and codes are amended. A number without the date it was read cannot be checked, so every study states one.
- Fact, calculation and analysis are labeled apart. A quote is a quote, a HyreGarage computation says so, and an interpretation says “HyreGarage analysis”. Presenting our reading of a dataset as something the agency stated would be the easiest way to lose the only thing this desk is for.
- Limitations go above the fold. If a figure is an upper bound, a bracket, or an association rather than a cause, that is said before the figure is quoted rather than in a footnote underneath it.
- No DIY instructions for spring, cable or track work. Those components hold enough stored energy to cause serious injury, and CPSC records the consequences. We describe what has failed and what a competent repair involves; we do not tell you how to do it.
Data as of UF/ESSIE report for the Florida Building Commission, May 15, 2024, retrieved 2026-09-06. Authorship on this site is organizational: the analysis belongs to the desk rather than to a named individual, and we do not publish credentials we do not hold.
Our editorial policy sets out how we source, date and correct what we publish.
Sources & retrieval dates
In a windy area and unsure what your opening needs?
A licensed contractor can look up the design pressure for your address and confirm what a new door must meet, rather than going by a national average.
HyreGarage is not a garage door company, an engineering firm, or a disaster assessment organization, and does not perform, supervise or warrant garage door work. This page reviews published third-party field reports. It is not an independent damage assessment, and it names no design pressure for any address.