Wind Speed at Cursor
150 160 170+
168 MPH
Palm Beach County Wind Gradient Analysis

Coastal vs Inland Wind Speed Map
Palm Beach County

Design wind speeds in Palm Beach County drop from 170+ MPH at the barrier islands to 150 MPH near the Everglades. That 20 MPH gradient determines your exposure category, product ratings, and construction budget. See exactly where your project falls on the map.

A 20 MPH difference between coastal and inland wind speeds translates to roughly 33% higher wind pressures at the coast. Using the wrong wind speed voids your permit and your insurance.
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Coastal Design Speed
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Inland Design Speed
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Pressure Increase Coast
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County Width E-W
Interactive Visualization

Palm Beach County Wind Speed Heat Map

Move your cursor across the map to see how design wind speeds shift from the Atlantic coast to the western boundary. Isotach lines mark each 5 MPH contour.

ASCE 7-22 Design Wind Speeds (Risk Category II)

Hover to explore | Isotach contours at 5 MPH intervals | East (coast) to West (inland)

170 MPH
Exposure D
Palm Beach Island
150 MPH 160 MPH 170+ MPH
Isotach Lines (5 MPH)
Distance Analysis

Wind Speed by Distance from Coast

From the barrier islands to the sugar cane fields of western Palm Beach County, every mile inland reduces your design wind speed requirements.

0-1 Mile
170+
MPH Design Speed
Exposure D
1-5 Miles
165
MPH Design Speed
Exposure C/D
5-15 Miles
160
MPH Design Speed
Exposure B/C
15-30 Miles
155
MPH Design Speed
Exposure B
30-40 Miles
150
MPH Design Speed
Exposure B/C

The wind speed gradient across Palm Beach County is not perfectly linear. The steepest reduction occurs in the first two miles inland from the coast, where the transition from open ocean fetch to developed land creates dramatic changes in surface roughness. A property on Singer Island at Exposure D with 170 MPH design speed faces fundamentally different structural demands than a nearly identical site three miles west in Riviera Beach at Exposure B with 160 MPH. That 10 MPH difference and exposure shift produces roughly 40% lower design pressures on the inland structure.

Understanding the ASCE 7-22 Wind Speed Contours

The design wind speeds shown on ASCE 7-22 Figure 26.5-1B represent ultimate (strength-level) 3-second gust speeds at 33 feet above ground in Exposure C conditions. These are statistical values with a 700-year mean recurrence interval for Risk Category II structures, meaning there is a 7% probability of exceedance in a 50-year building life. The contour lines, called isotachs, connect points of equal wind speed and are interpolated between measuring stations. In Palm Beach County, the isotachs run roughly parallel to the coastline, with the highest speeds concentrated along the Atlantic shore and progressively lower values to the west.

What makes Palm Beach County particularly interesting from a wind engineering perspective is its width. At roughly 40 miles from the ocean to Lake Okeechobee, this county spans a 20 MPH range of design wind speeds. That is the widest gradient of any county in southeastern Florida. By comparison, narrow Monroe County (the Keys) has a more uniform wind field because nearly every location has open water exposure on multiple sides.

Exposure Categories

How Terrain Changes Your Pressure Calculation

Wind speed alone does not determine the load on your building. The exposure category accounts for terrain roughness, which controls how fast air reaches your structure at different heights.

D
Exposure D

Unobstructed Oceanfront

Applies to flat, unobstructed areas and water surfaces with at least 5,000 feet of open fetch. In Palm Beach County this includes barrier islands (Palm Beach, Singer Island, Jupiter Island), parcels east of the Intracoastal Waterway, and lakefront sites on Lake Okeechobee with sufficient fetch.

Kz at 33 ft: 1.03 | Wind reaches near-full strength with minimal ground friction slowing it down.
C
Exposure C

Open Terrain with Scattered Trees

Flat open country with scattered obstructions generally less than 30 feet tall. This covers newly cleared subdivisions west of Military Trail, agricultural zones in the Glades communities, golf course-adjacent lots, and areas within 660 feet of a transition from B to D exposure.

Kz at 33 ft: 0.85 | Surface friction reduces speed to roughly 85% of the Exposure D value, cutting pressure by ~28%.
B
Exposure B

Urban and Suburban Development

Urban and suburban areas, wooded areas, or other terrain with numerous closely spaced obstructions averaging 30 feet or more. In Palm Beach County, this is common in established neighborhoods between I-95 and the Turnpike: West Palm Beach downtown, Boynton Beach, Wellington, and Royal Palm Beach.

Kz at 33 ft: 0.70 | Buildings and trees create a thick boundary layer, reducing effective speed to ~70% of open exposure.

Exposure Transition Zones — The 660-Foot Rule

ASCE 7-22 Section 26.7.4 requires that when a building is within 660 feet (approximately 200 meters) of a roughness change, the upwind exposure prevails. For Palm Beach County, this means a home at the western edge of a barrier island development — even if surrounded by houses — may still need to be designed for Exposure C or D if open water or flat terrain lies within 660 feet upwind. This transition rule catches many builders off guard and is a common source of plan review rejections at the Palm Beach County Building Division.

Terrain Effects

Why Surface Roughness Matters More Than You Think

The ground between the hurricane and your building acts as a natural brake. Understanding terrain roughness explains why two identical homes face radically different wind loads.

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Coastal Boundary Layer (0-2 Miles)

The Atlantic Ocean provides zero surface roughness for hundreds of miles of open fetch. Wind arriving at Palm Beach County's barrier islands has maintained nearly its full gradient-height speed. The boundary layer is thin (ground friction has had minimal distance to slow the wind), so structures even at low heights experience severe loads. Exposure D properties see the highest velocity pressure exposure coefficient (Kz) values in ASCE 7-22.

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Suburban Transition (2-10 Miles)

Moving west past the Intracoastal, the wind encounters its first significant obstacles: buildings, mature tree canopy, and infrastructure along US-1 and I-95. Each row of development adds friction that decelerates the airflow near the surface. By the time wind reaches Wellington or Loxahatchee, the boundary layer has thickened substantially. Low-rise buildings benefit most from this effect because the velocity reduction is greatest near the ground.

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Agricultural Flatlands (10-30 Miles)

Western Palm Beach County transitions to sugarcane fields, citrus groves, and open rangeland. Despite being far from the coast, these areas revert to Exposure C because the flat terrain with low vegetation provides minimal friction. The Glades communities of Belle Glade, Pahokee, and South Bay near Lake Okeechobee actually see higher effective wind pressures than some developed inland areas to their east, because the open terrain allows wind to maintain speed closer to the surface.

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The Height Factor — Kz in Practice

Terrain roughness has its greatest effect at lower heights. For a single-story home (15 ft mean roof height) in Exposure B, Kz is 0.57 — meaning the velocity pressure is only 57% of the reference. That same home in Exposure D sees Kz of 0.95. For a 10-story condo (100 ft), the gap narrows: Kz is 1.13 in Exposure B versus 1.27 in Exposure D. Tall buildings partially outrun the terrain effect because their upper floors sit above the boundary layer turbulence.

The Velocity Pressure Equation — Where All Factors Converge

Every factor discussed above feeds into the fundamental ASCE 7-22 velocity pressure equation: qz = 0.00256 x Kz x Kzt x Kd x Ke x V^2 (in psf). Here, V is the basic wind speed from the map, Kz is the exposure coefficient we just discussed, Kzt accounts for topographic speed-up (generally 1.0 in flat Palm Beach County), Kd is the wind directionality factor (0.85 for buildings), and Ke is the ground elevation factor. Because wind speed is squared in this equation, a 13% increase in V from 150 to 170 MPH produces a 28% increase in velocity pressure — before the exposure coefficient amplification is applied.

Construction Impact

Building the Same House: Coast vs Inland

Identical architectural plans. Identical square footage. Drastically different structural requirements and costs. Here is what the wind speed gradient means in real dollars for a typical 2,400 SF single-family home.

Coastal — 170 MPH / Exposure D

Palm Beach Island Build

Roof-to-Wall Connections $4,800
Impact Windows (18 units) $38,500
Impact Entry Doors (3) $9,200
Garage Door System (16 ft) $6,800
Roof Sheathing & Nailing $8,400
Foundation Anchorage $7,200
Wind-Related Structural Cost
$74,900
Inland — 150 MPH / Exposure B

Wellington Build

Roof-to-Wall Connections $2,900
Impact Windows (18 units) $28,200
Impact Entry Doors (3) $6,400
Garage Door System (16 ft) $4,200
Roof Sheathing & Nailing $6,100
Foundation Anchorage $4,500
Wind-Related Structural Cost
$52,300

The $22,600 Wind Premium — Breaking It Down

The coastal build costs $22,600 more (43% premium) in wind-related structural upgrades alone. The largest single driver is glazing: higher DP-rated impact glass with thicker interlayers (7/16-inch PVB vs 5/16-inch) accounts for nearly half the premium. Roof-to-wall connectors jump from Simpson H2.5A clips at the inland site to H10A straps at the coast, requiring larger fasteners and engineered blocking. These are not optional upgrades — they are code-mandated minimums that will be verified at rough-framing and final inspection by Palm Beach County Building Division inspectors.

Wind-Borne Debris Region Boundaries in Palm Beach County

The Florida Building Code 8th Edition defines the Wind-Borne Debris Region (WBDR) as any area where the basic wind speed is 130 MPH or greater within 1 mile of the coastal mean high water line, or any area where the basic wind speed is 140 MPH or greater regardless of distance from the coast. Because Palm Beach County's entire developed area exceeds 140 MPH, virtually all construction east of the western agricultural boundary falls within the WBDR.

Inside the WBDR, every opening in a building envelope — windows, doors, skylights, louvers, and vents — must have impact-rated protection. This can be achieved through impact-rated glazing products that have passed both the large missile test (9-lb 2x4 lumber at 50 feet per second) and the cyclic pressure test, or through code-approved shutter systems installed over non-impact openings. There is no exception for the inland side of the county; a home in Royal Palm Beach at 155 MPH still requires full impact protection because it exceeds the 140 MPH threshold.

The only areas of Palm Beach County potentially outside the WBDR are the westernmost agricultural communities near Lake Okeechobee where wind speeds approach the 140 MPH boundary. However, even there, the prudent engineering approach is to specify impact protection because the cost difference is minimal and insurance carriers strongly prefer it.

Insurance Implications of Coastal vs Inland Wind Zones

Property insurance premiums in Palm Beach County are directly tied to wind mitigation features and location relative to the coast. A home on Palm Beach Island with identical construction quality to one in Wellington can pay 3-5 times more in wind insurance premiums. Insurers use proprietary catastrophe models from vendors like AIR Worldwide and RMS that weight proximity to the coast heavily because storm surge, higher sustained wind speeds, and debris exposure all compound the loss potential.

The Florida Office of Insurance Regulation (OIR) requires all carriers to file their wind mitigation discount schedules, and these consistently show the largest premium reductions for: (1) hip roofs over gable roofs, (2) secondary water resistance on roof decks, (3) opening protection on all openings, and (4) roof-to-wall connection quality. While coastal properties will always pay more due to raw exposure, maximizing these mitigation credits can reduce premiums by 40-60% — savings that easily justify the upfront construction investment in both coastal and inland locations.

Practical Guidance for Permit Applications

When submitting permit applications to the Palm Beach County Building Division, the wind load documentation must specify the exact design wind speed for the site, the exposure category with justification, and the resulting design pressures for each building component. Plan reviewers routinely reject submissions that use generic "Palm Beach County" wind speeds without site-specific analysis.

  • Always reference the ASCE 7-22 wind speed map (Figure 26.5-1B) or the ASCE 7 Hazard Tool for site-specific speed interpolation at your exact latitude and longitude.
  • Document the exposure category by analyzing the terrain within 1,500 meters upwind in all directions — not just the prevailing wind direction, because ASCE 7-22 requires the worst-case exposure for the building.
  • Include the complete pressure calculation chain: basic wind speed, velocity pressure, external and internal pressure coefficients, and the resulting design pressure (DP) for each component zone.
  • Cross-reference product approvals (Florida Product Approval or Miami-Dade NOA) to verify that each window, door, and shutter system meets or exceeds the calculated DP at your specific site.
  • For sites near exposure transitions, include an aerial photo or survey showing the surrounding terrain to support your exposure classification.
Frequently Asked Questions

Wind Speed Gradient Questions Answered

The design wind speed along the Palm Beach County Atlantic coastline ranges from 170 to 175 MPH for Risk Category II structures per ASCE 7-22 and the Florida Building Code 8th Edition. Properties on barrier islands like Palm Beach Island and Singer Island face the highest speeds due to direct ocean exposure with no upwind obstructions. These speeds represent the 3-second gust speed at 33 feet above ground in Exposure C conditions with a 700-year mean recurrence interval.
Wind speeds decrease approximately 15 to 20 MPH over the roughly 40-mile distance from the Atlantic coast to the western boundary of Palm Beach County. Coastal areas see design speeds of 170-175 MPH, mid-county areas around Wellington and Royal Palm Beach see 155-160 MPH, and western communities near the Everglades see around 150 MPH. However, this gradient is not linear — the steepest drop occurs in the first 1-2 miles inland due to increased surface roughness from buildings and vegetation.
Palm Beach County has three applicable exposure categories under ASCE 7-22. Exposure D applies to oceanfront properties with direct open water fetch of at least 5,000 feet, including barrier islands and coastal parcels east of the Intracoastal. Exposure C applies to open terrain with scattered obstructions less than 30 feet tall, common in new subdivisions and agricultural areas west of I-95. Exposure B applies to urban and suburban areas with buildings averaging 30+ feet tall covering at least 20% of the surrounding terrain, typical of developed areas between I-95 and the Turnpike.
An identical house design in coastal Palm Beach County (Exposure D, 170 MPH) versus inland (Exposure B, 150 MPH) typically costs 12-18% more for the coastal version. The higher wind loads require heavier roof-to-wall connections (Simpson H10A vs H2.5A), thicker impact glass (7/16-inch vs 5/16-inch interlayer), stronger garage door systems (DP +55 vs DP +35), upgraded roof sheathing nailing (4-inch vs 6-inch spacing), and heavier structural framing. Foundation anchorage alone can add $3,000-$5,000 to meet the increased uplift demands of Exposure D.
Terrain roughness creates a boundary layer effect that slows wind near the ground. In Exposure D (open water), wind speed at 33 feet is about 100% of the reference speed. In Exposure C (open terrain), speeds drop to roughly 85% of the reference due to grass and scattered trees creating friction. In Exposure B (suburban), speeds are approximately 70% of the reference because buildings, trees, and structures create significant turbulence. This is captured by the velocity pressure exposure coefficient Kz in ASCE 7-22 Table 26.10-1, which directly multiplies into the wind pressure equation.
Not entirely, but practically yes for most developed areas. Under the Florida Building Code 8th Edition, the WBDR includes all areas where the basic wind speed is 140 MPH or greater, plus areas within 1 mile of the coast at 130 MPH or greater. Since the vast majority of Palm Beach County exceeds 140 MPH, nearly all residential and commercial construction requires impact-rated openings. Only the westernmost agricultural areas near Lake Okeechobee, where speeds approach the 140 MPH boundary, might technically fall outside — but most engineers specify impact protection county-wide regardless.
The most accurate method is to use the ASCE 7 Hazard Tool which provides interpolated wind speeds for any latitude and longitude. You can also reference ASCE 7-22 Figure 26.5-1B for Risk Category II structures. The Palm Beach County Building Division uses these same resources when reviewing permit applications. For any site-specific questions, the local building official has final authority on the applicable wind speed. WindLoad.co provides automated wind speed lookups and complete wind load calculations that match the ASCE 7-22 methodology used by Palm Beach County plan reviewers.

Know Your Exact Wind Loads in Minutes

Stop guessing where your project falls on the wind speed gradient. Get precise ASCE 7-22 calculations for any address in Palm Beach County — including exposure category, velocity pressure, and component DP ratings.

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