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Florida Wind-Load Engineering Guide · ASCE 7 · TAS 201–203 & ASTM E1886/E1996 · October 2026

What Is Design Pressure (DP) for Impact Windows & Doors in Florida?

Design Pressure (DP)—measured in pounds per square foot (PSF)—is the structural wind-load rating that certifies how much inward pushing force (+PSF, positive pressure and wind-driven rain) and outward pulling suction (−PSF, negative pressure) a complete window or door assembly can withstand without failing. The aerodynamic equation P = 0.00256 × V² (V = √(DP ÷ 0.00256)) gives raw stagnation wind pressure—for example, 50 PSF of raw wind pressure corresponds to about 140 mph. However, a window's actual required DP on a Florida permit comes after ASCE 7 building-code adjustments for height, exposure category, wall zone, and the 0.6 allowable stress design factor—which is why a 1-story home in Miami-Dade's 175-mph wind zone typically requires about +51 / −58 PSF in interior Wall Zone 4 and −75 PSF in corner Wall Zone 5.

A DP number alone does not make a window an impact window—true Florida impact windows must pass both missile impact plus 9,000 cyclic pressure waves (TAS 201/203 or ASTM E1886/E1996) and structural/air/water testing (TAS 202 or ASTM E330). Below 30 feet, openings require Large Missile Impact (LMI: a 9-lb 2×4 at 34 mph); above 30 feet, code allows Small Missile Impact (SMI: ten 2-gram steel balls at 88.6 mph), which achieves higher DP ratings because the lighter pellets do not rack the frame or stretch the interlayer before the 9,000 pressure cycles. At Republic's published average of $800–$1,800 per window installed (typical whole home $12,000–$35,000), we engineer every opening's exact DP while pairing tighter weatherstripping with Low-E laminated glass to reduce cooling load.

  • P = 0.00256 × V²Raw wind pressure formula (actual permit DP applies ASCE 7 height, exposure, zone & 0.6 ASD factor)
  • ±40 to −130+ PSFReal-world Florida impact window & door Design Pressure range from Zone 4 to high-rise Zone 5
  • 0–30 ft vs. >30 ftLMI (9-lb 2×4 @ 34 mph) up to 30 ft vs. SMI (10× 2g steel balls @ 88.6 mph) above 30 ft
  • Zone 5 CornersOuter 10% wall edge strip (min 3 ft) where vortex suction jumps 25%–45% higher than Zone 4

Raw Stagnation Pressure Formula · P = 0.00256 × V²

Approximate wind pressure (not your required rating)

The formula P = 0.00256 × V² (V = √(DP ÷ 0.00256)) converts raw wind pressure in pounds per square foot (PSF) into an approximate free-stream wind speed. A window's required permit DP is calculated differently—after ASCE 7 building-code adjustments for height, exposure, wall zone, and the 0.6 design factor. Your opening’s actual DP comes from the county table below.

PSF

Select opening size to see total wind force (lbs) on the glass & anchors:

Approximate Raw Wind Speed (V = √(DP / 0.00256))139.75 mph~140 mph raw wind pressure at 50 PSF (not your code-required rating)
1.5× Safety Overload Pressure (TAS 202 / ASTM E330)75.0 PSFSafety overload pressure (1.5 × 50 PSF) applied in the lab
Water Test (15% +DP) & Total Force643 lbsOn 37"×50" window · Water test pressure: 7.50 PSF

Approximate wind pressure (not your required rating)

Your opening’s actual DP comes from the county table below.

Approximate wind pressure (not your required rating)
DP RatingRaw Wind Speed (Exact)Chart MPH1.5× Safety OverloadWater Test (15%)Where It Fits in Florida
DP 1062.50 mph63 mph15.0 PSF1.50 PSFBelow NAFS Class R minimum — non-impact interior/basement sash only; never legal for FL exterior.
DP 1576.55 mph77 mph22.5 PSF2.90 PSF (min)NAFS Class R (Residential) national gateway minimum — far below Florida hurricane code.
DP 2088.39 mph88 mph30.0 PSF3.00 PSFBasic non-coastal builder window outside Florida; fails all Florida wind-borne debris zones.
DP 2598.82 mph99 mph37.5 PSF3.75 PSFNAFS Class LC (Light Commercial) gateway minimum; below South Florida permit requirements.
DP 30108.25 mph108 mph45.0 PSF4.50 PSFNAFS Class CW gateway; lowest inland Central/North FL 1-story Exposure B Zone 4 threshold.
DP 35116.93 mph117 mph52.5 PSF5.25 PSFLow-wind inland Florida 1-story Zone 4 opening; too low for Miami-Dade or Broward HVHZ.
DP 40125.00 mph125 mph60.0 PSF6.00 PSFNAFS Class AW gateway; common on inland Palm Beach, Lee & Collier 1-story Exposure B Zone 4.
DP 45132.58 mph133 mph67.5 PSF6.75 PSFEntry floor for oversized Florida impact windows & doors in suburban Exposure B / light Exposure C.
DP 50139.75 mph140 mph75.0 PSF7.50 PSFStandard South Florida benchmark for 1-story interior Wall Zone 4 openings.
DP 55146.58 mph147 mph82.5 PSF8.25 PSF1- to 2-story Miami-Dade & Broward HVHZ interior Wall Zone 4 openings (Exposure C).
DP 60153.09 mph153 mph90.0 PSF9.00 PSF2-story HVHZ Zone 4 and 1-story suburban Zone 5 corners; common sliding glass door rating.
DP 65159.34 mph159 mph97.5 PSF9.75 PSFStandard 1-story Broward & Miami-Dade HVHZ Zone 5 corner rating; mid-size single-hung & roller.
DP 70165.36 mph165 mph105.0 PSF10.50 PSF2-story HVHZ Zone 5 building corners & coastal Exposure D Zone 4 openings.
DP 75171.16 mph171 mph112.5 PSF11.25 PSFMiami-Dade (175 mph) 2-story Zone 5 corners and heavy-duty HVHZ French & sliding doors.
DP 80176.78 mph177 mph120.0 PSF12.00 PSFHigh-DP coastal homes (Exposure D), compact single-hung/roller positive rating & mid-rise Zone 4.
DP 90187.50 mph188 mph135.0 PSF13.50 PSFBarrier-island Exposure D Zone 5 corners, casement/picture positive DP, & high-rise SMI.
DP 100197.64 mph198 mph150.0 PSF15.00 PSFNegative corner suction rating (−100 PSF) for coastal & multi-story impact windows.
DP 110207.29 mph207 mph165.0 PSF16.50 PSFHigh-suction negative rating (−110 PSF) for compact single-hung/roller & upper-floor condo towers.
DP 130225.35 mph225 mph195.0 PSF19.50 PSFHeavy outswing casement / fixed picture negative DP (−130 PSF) & high-rise SMI corner Zone 5.

Your opening’s actual DP comes from the county table below.

Positive (+PSF) vs. Negative (−PSF) · Structural Mechanics

How Design Pressure works on Florida impact windows & doors

Every Miami-Dade Notice of Acceptance (NOA) and Florida Product Approval (FL#) assigns two Design Pressure numbers to each window size—a positive rating (+PSF) and a negative rating (−PSF). Understanding why those two numbers differ is the key to passing plan review and preventing wind-driven water leaks.

  • 01 · Inward Push & Rain · Water Test = 15% × (+DP)

    Positive Design Pressure (+PSF)

    Positive pressure (+PSF) measures hurricane wind blowing straight against your exterior glass and frame on the windward side of the house, trying to bow the glass inward into the room.

    Engineering takeaway: Under TAS 202 and NAFS (AAMA/WDMA/CSA 101/I.S.2/A440), positive DP also dictates the mandatory water-infiltration test pressure: 15% of +DP. A window rated +60 PSF must stop wind-driven water at 9.0 PSF, which is why sliding doors and windows often have a lower +DP than −DP unless ordered with a taller high-water sill riser.

  • 02 · Outward Vortex Suction · Governing Load on Florida Permits

    Negative Design Pressure (−PSF)

    Negative pressure (−PSF) measures outward aerodynamic suction trying to rip the window or door out of the wall toward the street or yard as wind accelerates around roof eaves, leeward walls, and building corners.

    Engineering takeaway: Because of the Bernoulli effect and corner flow separation, negative suction is almost always the larger, permit-governing number on a Florida wind-load calculation (for example, +51 / −58 PSF in Zone 4 or +51 / −75 PSF in Zone 5). Negative DP governs glass bite depth, mullion stiffness, and Tapcon anchor spacing.

  • 03 · Laboratory Safety Overload · Safety Overload = 1.5 × Rated DP

    1.5× Structural Test Pressure

    When a Miami-Dade NOA or Florida Product Approval lists a Design Pressure of ±50 PSF or ±60 PSF, that is the allowable working design load—not the point where the window breaks.

    Engineering takeaway: Under both Miami-Dade TAS 202 and statewide ASTM E330, the laboratory applies a 1.5× safety overload test (so ±75 PSF for a DP 50 window, or ±90 PSF for a DP 60 window) for 10–30 seconds to verify the frame, glass, and hardware do not suffer permanent structural failure.

  • 04 · Raw Wind Pressure vs. Code DP · ASCE 7 Adjustments & 0.6 ASD Factor

    Why a 175-MPH Zone Needs About +51 / −58 PSF

    The raw velocity-pressure formula P = 0.00256 × V² converts free-stream wind speed into raw pressure (so 50 PSF = 140 mph and 80 PSF = 177 mph). Why, then, does a 1-story home in Miami-Dade's 175-mph zone only need about +51 / −58 PSF in Zone 4?

    Engineering takeaway: Because ASCE 7 adjusts the raw 175-mph ultimate wind speed for building height and terrain exposure (Kz ≈ 0.85 at 15 ft in Exposure C), applies wall pressure coefficients (GCp), and multiplies by the 0.6 Allowable Stress Design (ASD) factor used on window NOAs. Always use the ASCE 7 county table below—not the raw velocity formula—to find your opening's required DP.

Required Design Pressure by Florida county, wind speed & exposure

Typical Florida required Design Pressures by county, wind speed, exposure, and wall zone
Florida Region / ScenarioASCE 7 Wind SpeedExposure CategoryTypical Zone 4 DPTypical Zone 5 DP1.5× Safety Overload
Inland Central / North-Central FL (Non-HVHZ)140–150 mph (Vult)Exposure B (Suburban)+30 / −34 PSF+30 / −44 PSF+45 / −66 PSF (1.5× safety overload)
Palm Beach, Martin, St. Lucie, Lee & Collier (Inland)160–165 mph (Vult)Exposure B (Suburban)+36 / −40 PSF+36 / −52 PSF+54 / −78 PSF (1.5× safety overload)
Palm Beach, Lee & Collier (Open Terrain / Canal / Golf)160–170 mph (Vult)Exposure C (Open Terrain)+46 / −52 PSF+46 / −68 PSF+69 / −102 PSF (1.5× safety overload)
Broward County HVHZ (Fort Lauderdale, Hollywood, Coral Springs)170 mph (Vult · HVHZ)Exposure C (HVHZ Minimum)+48 / −54 PSF+48 / −70 PSF+72 / −105 PSF (1.5× safety overload)
Miami-Dade County HVHZ (Miami, Coral Gables, Doral, Homestead)175 mph (Vult · HVHZ)Exposure C (HVHZ Minimum)+51 / −58 PSF+51 / −75 PSF+77 / −113 PSF (1.5× safety overload)
Barrier Island / Waterfront (<600 ft to Ocean, Bay or Intracoastal)170–180 mph (Vult)Exposure D (Coastal Water)+60 / −70 PSF+65 / −90+ PSF+98 / −135+ PSF (1.5× safety overload)
Coastal Condo Tower · 10th–20th Floor (>30 ft SMI Zone)170–180 mph (Vult)Exposure D · z = 100–200 ft+75 / −95 PSF+85 / −125+ PSF+128 / −188+ PSF (1.5× safety overload)

NAFS Class R vs. Florida Building Code · TAS 201–203 & ASTM E1996

What is the minimum Design Pressure for a window to be considered an impact window?

Here is the most important rule in Florida fenestration law: a high Design Pressure number by itself never makes a window an impact window. Even a standard non-impact window can be built with thick frames to reach DP 40 or DP 50 for structural wind load, and it will still shatter the moment hurricane debris hits it.

Why DP 15–35 or "DP-Only" Windows Fail in Florida

  • NAFS Gateway Minimum is only DP 15 (±15 PSF): Under the national AAMA/WDMA/CSA 101/I.S.2/A440 (NAFS) standard, a Residential (Class R) window only needs DP 15—which is half of what even an inland Florida home requires and carries zero missile-impact protection.
  • ASTM E330 measures pressure, not flying debris: A window tested only to ASTM E330 or NAFS has never been struck by a 9-pound 2×4 lumber stud or subjected to 9,000 post-impact pressure cycles.
  • South Florida HVHZ prohibits low-DP & Exposure B shortcuts: In Miami-Dade (175 mph) and Broward (170 mph), Exposure B is illegal. Even a 1-story interior Zone 4 window typically needs at least +42 / −48 PSF to +51 / −58 PSF, and Zone 5 corners need −65 to −75+ PSF.

What Makes a Legal Florida Impact Window (The 2-Part Threshold)

  • Part 1 — Missile Impact + 9,000 Cyclic Pressure Waves: Must pass Miami-Dade TAS 201 & TAS 203 (in the HVHZ) or ASTM E1886 & ASTM E1996 (statewide FL#) with zero tear longer than 3 inches or opening through the laminated interlayer.
  • Part 2 — Structural, Air & Water DP (TAS 202 / ASTM E330): Must meet or beat your specific opening's ASCE 7 positive and negative PSF calculation, survive a 1.5× structural safety overload test, and pass water infiltration at 15% of +DP.
  • Real-World Certified Minimums (±45 to ±50 PSF Floor): True Florida-approved impact windows from PGT, ES Windows, ECO Window Systems, and CWS start around ±45 to ±50 PSF (DP 45–50) at their largest approved sizes and reach +80 / −110 PSF to +90 / −130 PSF in standard and compact sizes.

Minimum DP thresholds across national standards vs. Florida code

Comparison of minimum Design Pressure ratings across NAFS, ASTM, and Florida Building Code
Standard or Florida ZoneMinimum DP RatingMin Water TestMissile Test Required?Florida Permit Verdict
NAFS Class R (Residential Gateway · AAMA/WDMA/CSA 101)DP 15 (±15 PSF)2.90 PSF (140 Pa)None (Air, Water & Structural only)Fails Florida wind speeds & has zero missile impact rating. Not an impact window.
NAFS Class LC (Light Commercial Gateway)DP 25 (±25 PSF)3.75 PSF (180 Pa)None unless paired with ASTM E1996 / TAS 201Below South Florida wind-load minimums; only used in low-wind states.
NAFS Class CW / AW (Commercial & Architectural Gateway)DP 30 to DP 40 (±30 to ±40 PSF)4.50 to 8.00+ PSFMust add ASTM E1886/E1996 or TAS 201/203 for FloridaEntry baseline for heavy commercial frames, but still needs missile certification.
Florida Non-HVHZ Wind-Borne Debris Region (1-Story Inland Exposure B, Zone 4)Typically ±30 to ±38 PSF4.50 to 5.70 PSF (15% of +DP)Mandatory: ASTM E1886 & E1996 (Missile Level D ≤30 ft)Lowest legal code DP on an inland 1-story Florida home (interior wall only).
South Florida HVHZ (Miami-Dade 175 mph & Broward 170 mph · Exposure C)Zone 4: ~+42/−48 PSF · Zone 5: ~+48/−65+ PSF6.30 to 9.75+ PSF (TAS 202 15% rule)Mandatory: Miami-Dade TAS 201, TAS 202 & TAS 203Minimum real-world permit threshold in Broward and Miami-Dade (Exposure B prohibited).
What Florida Impact Manufacturers Typically Certify (PGT, ES, ECO, CWS)±45 to ±50 PSF min (at max size) up to +90/−130+ PSF6.75 to 15.0+ PSFActive Miami-Dade NOA (TAS 201–203) & FL# (ASTM E1996)True Florida impact windows start around DP 45–50 at full size and reach DP 80–130+.

30-Foot Elevation Boundary · FBC §1609.1.2 & §1626 · TAS 201 / ASTM E1996

What is LMI vs. SMI—and why does SMI have a higher Design Pressure?

The Florida Building Code divides windborne hurricane debris at 30 feet above grade: openings at or below 30 feet require Large Missile Impact (LMI), while openings above 30 feet allow Small Missile Impact (SMI). On almost every Miami-Dade NOA, the SMI column lists a 15% to 40% higher Design Pressure than the LMI column on the exact same window or door frame. Here is why.

  • Reason 01 · Post-Impact Cyclic Physics

    The 9,000 Pressure Cycles Happen AFTER the Missile Hits the Glass

    Under Miami-Dade TAS 201/203 and ASTM E1886/E1996, a window's maximum Design Pressure is limited by how much cyclic wind load the assembly can hold AFTER being struck by the cannon projectile. When a 9-pound 2×4 timber hits an LMI specimen at 34 mph (~350 ft-lbs of energy), it deeply fractures both lites, stretches the 0.090" interlayer like a trampoline, and racks the aluminum sash rails and glazing bead. If the lab cranks the subsequent 9,000 pressure cycles too high (say, −130 PSF), that heavily stretched glass blanket can peel out of the glazing pocket ('daylight opening breach').

    Why it matters on your NOA: In the SMI test, the 2-gram steel balls (~2.6 ft-lbs each) fracture the outer glass ply locally without bending the aluminum frame rails, shocking the mullion anchors, or stretching the interlayer across the span. Because the perimeter glazing bite remains rigid and intact, the exact same window or sliding door frame survives the 9,000 cyclic pressure waves at a 15% to 40% higher Design Pressure (+90/−130 PSF or +100/−140 PSF)!

  • Reason 02 · High-Rise Wind Engineering (Kz)

    Wind Velocity Pressure Increases Steeply Above 30 Feet

    Under ASCE 7 Table 26.10-1, wind friction from trees and houses slows wind near the ground, but wind speed and suction climb rapidly above 30 feet. The velocity pressure exposure coefficient (Kz) jumps from 0.85 at 15 feet (Exposure C) to 1.26 at 100 feet (Exposure C) and 1.43 to 1.61 at 100–200 feet on oceanfront Exposure D towers.

    Why it matters on your NOA: Because a 15th-story condo in Miami Beach, Sunny Isles, Fort Lauderdale, or Boca Raton faces −95 to −135+ PSF of corner suction (Zone 5), manufacturers intentionally engineer and test their SMI glass options at much higher pressures so upper condo floors can pass structural plan review.

  • Reason 03 · Heat-Strengthened Glass & Stiffness

    High-Rise SMI Glazing Pairs Heat-Strengthened Lites with Deep Frame Bite

    Large sliding glass doors and floor-to-ceiling condo windows certified for SMI above 30 feet frequently utilize heat-strengthened or tempered outer glass plies that resist small hard-body steel-ball spalling while maintaining high flexural stiffness against wind deflection (L/175 rule).

    Why it matters on your NOA: Pro tip for 1st- to 3rd-floor condo owners: If your condo building is replacing all windows and doors, Floors 1–3 (≤30 ft) MUST use the LMI glass column on the NOA, while Floors 4+ (>30 ft) can use either the SMI column or a high-DP SGP LMI assembly.

Side-by-side engineering comparison: LMI (≤30 ft) vs. SMI (>30 ft)

Large Missile Impact (LMI) vs. Small Missile Impact (SMI) testing and Design Pressure comparison
Test & Code ParameterLarge Missile Impact (LMI · ≤30 ft)Small Missile Impact (SMI · >30 ft)
Full Engineering NameLarge Missile Impact (LMI) — ASTM E1996 Missile Level D / TAS 201 Large MissileSmall Missile Impact (SMI) — ASTM E1996 Small Missile A / TAS 201 Small Missile
Building Height / Elevation Rule (FBC §1609.1.2 & §1626)0 to 30 feet above grade (all 1-, 2-, and 3-story homes + Condo Floors 1–3)More than 30 feet above grade (Condo & High-Rise Floors 4 and above)
Test Projectile Fired in the LabSolid 9-pound Southern Yellow Pine 2×4 lumber stud (7 to 9 feet long)10 solid 2-gram steel balls (5/16" / 8 mm diameter, simulating roof gravel; 30 balls across 3 clusters in TAS 201)
Cannon Impact Velocity50 feet per second (34.1 mph)130 feet per second (88.6 mph / ~89 mph)
Kinetic Impact Energy Delivered to Glass & Frame~350 ft-lbs (~475 Joules) of heavy structural shock per strike~2.6 ft-lbs (~3.5 Joules) per ball (~26 ft-lbs per 10-ball volley — 13× lower total shock)
Post-Impact Cyclic Pressure Test (TAS 203 / ASTM E1886)9,000 pressure cycles (4,500 positive + 4,500 negative) applied AFTER 2×4 impact9,000 pressure cycles (4,500 positive + 4,500 negative) applied AFTER steel-ball impact
Typical Laminated Glass Interlayer0.090" PVB or 0.090" SentryGlas (SGP) ionoplast core (5/16", 7/16", or 9/16" glass)0.060" PVB, 0.090" PVB, or 0.090" SentryGlas (SGP) heat-strengthened high-rise glass
Typical Approved Design Pressure on the Exact Same Frame+60 / −75 PSF to +80 / −110 PSF (governed by post-2×4 glass retention in frame bite)+80 / −105 PSF to +100 / −140+ PSF (15% to 40% higher DP than LMI on the same frame!)
Cross-Elevation Substitution RuleALLOWED above 30 ft so long as its LMI Design Pressure meets the high-rise floor's required PSF.NEVER ALLOWED at or below 30 ft — even if the SMI unit has a +100/−140 PSF rating.

ASCE 7 Component & Cladding (C&C) Wall Zones · Dimension "a"

What is Zone 4 vs. Zone 5 on a Florida wind-load chart?

Two identical-size windows on the exact same wall of your house can require completely different Design Pressures. Under ASCE 7 (adopted by Florida Building Code Chapter 16), every exterior wall is split into Zone 4 (the interior wall field) and Zone 5 (the high-suction exterior corner strips).

PART A · ELEVATION HEIGHT (FBC §1609.1.2)LMI (0–30 FT) vs. SMI (>30 FT)30 FT ABOVE GRADE CUTOFFABOVE 30 FT · SMI ZONE• 10× 2-gram steel balls @ 88.6 mph• Higher Kz wind load (+80/−130+ PSF)• Less frame shock = Higher NOA DP!0 TO 30 FT · LMI ZONE• 9-lb 2×4 lumber stud @ 34 mph• ~350 ft-lbs shock + 9,000 cycles• Mandatory for ALL 1–3 story homes• SMI glass is ILLEGAL ≤30 ftPART B · EXTERIOR WALL ZONES (ASCE 7 C&C)ZONE 4 (CENTER) vs. ZONE 5 (CORNERS)ZONE 5CORNER−70 PSFZONE 4 · INTERIOR WALL FIELDLower Suction (e.g., +48 / −54 PSF)ZONE 5CORNER−70 PSF• Zone 5 Width ("a") = 10% of narrowest house width (min 3.0 ft)• Corner vortex separation spikes negative suction (−PSF) by 25%–45%• Any window touching Zone 5 must meet the full Zone 5 DP rating
Left: Florida Building Code §1609.1.2 & §1626 split Large Missile Impact (LMI, 0–30 ft) from Small Missile Impact (SMI, >30 ft). Right: ASCE 7 splits every exterior wall into interior Zone 4 and high-suction corner Zone 5 strips (width a = 10% of least width, minimum 3 ft).

ASCE 7 Wall Zone 4

Interior / Center Field of the Exterior Wall (away from outside building corners)

Aerodynamics: Hurricane winds flow smoothly across the flat middle span of the wall. Positive inward push (+PSF) and negative leeward suction (−PSF) are comparatively balanced.

Typical DP Range: 1–2 Story South FL Home: +42 / −48 PSF (Inland) to +55 / −65 PSF (HVHZ / Coastal)

Glass & Anchor Impact: Standard 5/16" or 7/16" laminated glass with 0.090" PVB interlayer and standard NOA anchor spacing (typically 16"–20" on center) easily passes Zone 4.

ASCE 7 Wall Zone 5

Exterior Building Corner Strips — Outer 10% of least building width (minimum 3.0 ft from every outside corner)

Aerodynamics: As hurricane wind wraps around a sharp 90-degree house or condo corner, airflow separates from the wall and forms violent spinning low-pressure vortices that pull outward on corner windows.

Typical DP Range: 1–2 Story South FL Home: +45 / −62 PSF (Inland) to +65 / −90+ PSF (HVHZ / Coastal); High-Rise: −110 to −140+ PSF

Glass & Anchor Impact: Negative suction jumps 25% to 45% higher than Zone 4 on the exact same wall! Often requires tighter Tapcon anchor spacing, heavy-wall aluminum frames, or 0.090" SentryGlas (SGP).

4 sizing, mullion & anchoring rules that control your opening's DP

  • Rule 01 · Inverse Size Law

    Why Smaller Windows Have Higher DP Ratings Than Larger Windows

    On every Miami-Dade NOA and Florida Product Approval chart, Design Pressure drops as width and height increase. A compact 37"×50" single-hung window may be approved for +80 / −110 PSF, while the exact same window line at 53"×76" is approved for +55 / −65 PSF. Why? A larger pane collects far more total wind load: at −65 PSF, a 28 sq ft window must transfer 1,820 pounds of suction into the frame rails and jamb anchors.

  • Rule 02 · Weakest-Link Rule

    Mulled Windows Are Governed by the Structural Mullion's Own NOA Rating

    When two or three windows are joined side-by-side or stacked with a transom in one masonry opening, the vertical or horizontal bar between them is a structural mullion (such as a 1×4, 2×4, or 2×6 heavy aluminum tube mullion). Under FBC Chapter 16, the combined opening's approved Design Pressure is the LOWER of the individual window's DP rating or the mullion's NOA span/tributary-width DP rating.

  • Rule 03 · Sill Riser & Water Cap

    Why Positive DP (+PSF) on Sliding Doors Depends on Sill Height

    Homeowners often notice a sliding glass door rated +60 / −90 PSF and ask why the positive number (+60) is lower than the negative number (−90). Under TAS 202, positive DP is capped by the 15% water infiltration test (60 PSF × 15% = 9.0 PSF water column). Adding a high-water sill adapter or taller interior sill leg stops water overtopping and raises positive DP from +50/+60 PSF up to +75/+90 PSF.

  • Rule 04 · Fastener & Buck Schedule

    A High-DP Window Only Achieves Its Rating With the NOA's Exact Anchor Spacing

    A window stamped for −90 PSF on its silver jamb label will fail inspection if anchored at 24" on center when the NOA's −90 PSF column requires 1/4" Tapcon concrete screws at 12" on center with 1-3/4" minimum embedment into concrete block. Republic's permit packet circles the exact anchor option and spacing required for every opening.

TAS 202 Air Leakage Test (≤0.30 cfm/sq ft) · Low-E SHGC ≤ 0.25 · Cooling Load

How impact window air seals & Low-E glass reduce cooling load

Design Pressure is a structural strength rating, not an air-seal rating—air leakage is measured in a separate laboratory test under TAS 202 and NAFS. Because Florida impact windows are built with rigid frames, compression or fin weatherstripping, and multi-point locks, they seal tighter than older non-impact windows, and when paired with Low-E laminated glass (SHGC ≤ 0.25), your home's cooling load drops.

HVAC Example 01 · Daily Sea Breeze & Humidity Control

How Tighter Impact Window Weatherstripping Slows Humid Air Infiltration

Home Scenario: A ranch home in Fort Lauderdale or Hollywood replacing older single-pane aluminum sliders or jalousie windows exposed to afternoon coastal breezes.

Testing & Glass Spec: Design Pressure is a structural strength rating, while air leakage is verified in a separate laboratory test under TAS 202 and NAFS (AAMA/WDMA/CSA 101/I.S.2/A440), which cap air infiltration at ≤ 0.30 cfm/sq ft under a 25 mph (1.57 PSF) test pressure.

HVAC & Humidity Impact: In South Florida's humid climate, worn tracks on older non-impact windows let warm, humid outdoor air push into the house whenever the sea breeze picks up. Replacing them with tested impact frames and new compression or fin-seal weatherstripping cuts air drafts so your AC does not have to constantly fight incoming moisture.

Result: More consistent indoor humidity and less afternoon strain on your air conditioner when the wind is blowing.

HVAC Example 02 · Solar Heat Gain & Cooling Load

Pairing Impact Frames with Low-E Glass to Lower Your Cooling Load

Home Scenario: A two-story South Florida home with east-, south-, and west-facing windows and sliding glass doors baking in afternoon sun.

Testing & Glass Spec: Impact-rated aluminum or vinyl frames paired with Low-E laminated glass that meets the Florida Building Code Energy Conservation standard (SHGC ≤ 0.25 in Climate Zones 1 and 2, compared with ~0.70+ on old clear single-pane glass).

HVAC & Humidity Impact: While the frame and weatherstripping tighten the envelope against air and wind-driven rain, Low-E laminated glass blocks the majority of solar radiant heat before it enters the room. Together, tighter seals and low SHGC reduce the home's sensible and latent cooling load on an ACCA Manual J calculation.

Result: Shorter afternoon AC cycles, cooler sun-facing rooms, and a lower cooling load if you later replace your HVAC unit.

HVAC Example 03 · Corner Zone 5 & Waterfront Wind Pressure

Stopping Wind-Driven Drafts and Warm Corner Rooms on Waterfront Homes

Home Scenario: A waterfront home or coastal condo (Exposure D, Zone 5 corners) where constant wind suction pulls against older balcony sliders and corner bedroom windows.

Testing & Glass Spec: HVHZ-approved sliding glass doors and multi-point locking casement or fixed picture windows tested for both high Zone 5 structural DP and TAS 202 water resistance (15% of positive DP).

HVAC & Humidity Impact: On waterfront lots and upper floors, steady wind pressure and corner suction pull conditioned air through worn pile weatherstripping and let humid salt air seep around loose sashes—leaving corner rooms warmer and damper than the rest of the home.

Result: Multi-point locks and fresh perimeter seals keep sashes seated firmly under wind load and keep room-to-room temperatures balanced.

Building envelope comparison: old windows vs. impact windows

HVAC, air infiltration, water resistance, and SHGC comparison across window types
Building Envelope MetricFlorida Impact Windows (DP 50–110+)Old Single-Pane / Jalousie WindowsBasic Non-Impact Windows (DP 20–35)
Typical Structural Design Pressure (DP)DP 50 to DP 110+ (+50/−65 PSF to +90/−130 PSF HVHZ NOA / FL#)Unrated or DP 10–15 (1960s–1990s jalousie, awning, or single-pane slider)DP 20–35 (Basic builder-grade non-impact window)
Lab Air Leakage Test (TAS 202 / NAFS @ 25 mph)≤ 0.30 cfm/sq ft under TAS 202 / NAFS (tightest on fixed picture & compression-sealed casements)High air leakage around worn tracks and louvers under coastal breeze≤ 0.30 cfm/sq ft (standard NAFS threshold when new)
Water Infiltration Resistance (15% of +DP)7.5 to 15.0+ PSF (15% of +50 to +100+ PSF positive DP)Often leaks around tracks during heavy wind-driven rain3.0 to 5.25 PSF (at DP 20–35)
Solar Heat Gain Coefficient (SHGC) with Low-E≤ 0.25 with Low-E laminated glass (meets FBC Energy Code Table R402.1.2)~0.70 to 0.80 (uncoated clear single pane — high afternoon solar heat)0.30 to 0.55 (varies by glass package)
Overall Cooling Load EffectTighter perimeter air seal plus Low-E solar rejection reduces HVAC cooling loadBaseline — high solar radiant heat gain plus humid air draftsModerate heat reduction; lacks laminated glass and heavy storm hardware

PGT WinGuard · ES Windows · ECO Window Systems · CWS

Typical Design Pressure ranges by brand & style

Below are typical Large Missile Impact (LMI, ≤30 ft) and Small Missile Impact (SMI, >30 ft) Design Pressure ranges across the four Florida-approved brands we install, alongside our published installed price averages. Exact approved ratings depend on the opening dimensions and the active Miami-Dade NOA or Florida Product Approval (FL#) for that configuration.

Typical LMI and SMI Design Pressure ranges by impact window and door brand
BrandWindow / Door StyleTypical LMI DP Range (≤30 ft)Typical SMI DP Range (>30 ft)Approval TypePublished Installed Avg
PGT WinGuard (Aluminum & Vinyl)Single-Hung WindowTypically ±50 to ±65 PSF (standard) · Up to +80 / −110 PSF (compact)Higher SMI ratings available on select high-rise aluminum configurationsMiami-Dade NOA & HVHZ FL#~$1,100 avg (37×63)
PGT WinGuard (Aluminum & Vinyl)Horizontal Roller (XO / XOX)Typically ±50 to ±65 PSF (wide) · Up to +80 / −110 PSF (compact XO)Higher SMI ratings available on select high-rise aluminum configurationsMiami-Dade NOA & HVHZ FL#~$1,250 avg (53×50)
PGT WinGuard (Aluminum & Vinyl)Outswing Casement & Fixed PictureTypically ±65 to +90 / −130 PSF (varies by opening dimensions)LMI rating already covers most high-rise Zone 4 & Zone 5 loadsMiami-Dade NOA & HVHZ FL#Casement ~$1,300 · Fixed ~$900 (37×50)
ES Windows (Aluminum & Vinyl Lines)Single-Hung, Roller, Casement & PictureTypically ±50 to +75 / −90+ PSF (LMI ≤30 ft, varies by size)Up to +90 / −120+ PSF on high-rise SMI configurationsMiami-Dade NOA & HVHZ FL#$800–$1,800 avg
ECO Window Systems (Aluminum Lines)Single-Hung, Roller & CasementTypically ±55 to +80 / −100+ PSF (LMI ≤30 ft, varies by size)Up to +90 / −120 PSF on high-rise SMI configurationsMiami-Dade NOA & HVHZ FL#$800–$1,800 avg
Custom Window Systems (CWS · Vinyl & Aluminum)Single-Hung, Roller, Casement & PictureTypically ±50 to +67.5 / −100 PSF (varies by product line & size)LMI certified for coastal Zone 4 & Zone 5Miami-Dade NOA & HVHZ FL#$800–$1,800 avg
PGT · ES Windows · ECO · CWSImpact Sliding Glass DoorTypically ±50 to +70 / −90 PSF (LMI ≤30 ft, sill-riser dependent)Up to +90 / −125+ PSF (SMI >30 ft high-rise)Miami-Dade NOA & HVHZ FL#$2,500–$3,500 (2-panel)
PGT · ES Windows · ECO · CWSImpact French Door (Single / Double)Typically ±55 to +75 / −85 PSF (outswing HVHZ)Up to +85 / −105 PSFMiami-Dade NOA & HVHZ FL#Single $2,800–$4,000 · Double $3,800–$7,000

Pass plan review & final inspection on the first try

6 costly Design Pressure mistakes that fail Florida permits

We engineer every opening's positive and negative Design Pressure before ordering glass so your municipal permit packet and final inspection go smoothly. Avoid these six permit traps.

  • Mistake 01 · Failed Plan Review

    Ordering Zone 4 Windows for a Zone 5 Building Corner

    If even 2 inches of a window or sliding glass door extends into the outer 10% corner strip (Zone 5, minimum 36 inches from the outside wall corner), the building department requires the entire unit to meet the higher Zone 5 negative Design Pressure (−PSF). Ordering a −54 PSF Zone 4 window for a −70 PSF Zone 5 corner guarantees a permit rejection.

  • Mistake 02 · Code Violation

    Using an SMI (Small Missile) Window or Door Below 30 Feet

    Some contractors see a high +90 / −120 PSF rating on the SMI column of a Miami-Dade NOA and try to use it on a 1- or 2-story house or a 2nd-floor condo. Under FBC §1609.1.2 and §1626, SMI glass is strictly illegal at or below 30 feet above grade—only the LMI (Large Missile 9-lb 2×4) column can be used below 30 feet.

  • Mistake 03 · Non-Impact Trap

    Confusing a High NAFS DP Rating With Impact Certification

    Out-of-state window brochures often advertise DP 40 or DP 50 architectural ratings tested only under ASTM E330 / NAFS. Without passing TAS 201 & TAS 203 (in the HVHZ) or ASTM E1886 & E1996 (statewide) missile impact and 9,000-cycle testing, that window has zero debris protection and cannot pass a Florida hurricane permit.

  • Mistake 04 · HVHZ Rejection

    Running Wind-Load Calculations Under Exposure B in Broward or Miami-Dade

    While suburban Exposure B is permitted in inland Palm Beach, Lee, and Collier counties, High-Velocity Hurricane Zone (HVHZ) rules in Broward and Miami-Dade prohibit Exposure B. Every HVHZ wind-load chart must start at Exposure C minimum (or Exposure D within 600 feet of open water).

  • Mistake 05 · Water Leak Risk

    Ignoring Positive DP (+PSF) Sill Riser Rules on Sliding Glass Doors

    In waterfront Exposure D and upper condo floors, positive wind pressure (+65 to +85 PSF) requires a taller high-water sill riser on sliding glass doors so the door passes the 15% water infiltration test (9.75 to 12.75 PSF) without wind-driven rain overflowing the interior track.

  • Mistake 06 · Failed Final Inspection

    Installing High-DP Windows With Standard Low-DP Anchor Spacing

    On a Miami-Dade NOA drawing, the anchor schedule often allows 18"–20" fastener spacing at −55 PSF, but tightens to 10"–12" on center around the jambs and sill at −85 to −110 PSF. Municipal inspectors count every Tapcon screw head against the circled NOA elevation sheet.

Frequently asked questions

14 questions homeowners ask about Design Pressure, LMI vs. SMI & Zone 5

What is Design Pressure (DP) for impact windows and doors?

Design Pressure (DP) is the structural wind-load rating—measured in pounds per square foot (PSF)—that certifies how much inward wind push (+PSF, positive pressure and wind-driven rain) and outward pulling suction (−PSF, negative pressure) a complete window or door assembly can withstand. Under Miami-Dade TAS 202 and ASTM E330, the assembly must also survive a 1.5× structural safety overload test in the laboratory (for example, ±90 PSF to earn a ±60 PSF DP rating) and resist water infiltration at 15% of its positive DP.

How does the DP-to-mph formula work, and why is it different from my county's required DP?

The aerodynamic velocity-pressure equation P = 0.00256 × V² (or V = √(DP ÷ 0.00256)) converts raw stagnation wind pressure in PSF into an approximate wind speed—for example, 50 PSF of raw pressure corresponds to 139.75 mph (~140 mph), and 80 PSF corresponds to 176.78 mph (~177 mph). However, your opening's actual required DP on a Florida building permit is NOT read directly from that raw formula: ASCE 7 adjusts the county wind speed for building height, terrain exposure (Exposure B, C, or D), wall zone (Zone 4 vs. Zone 5), and the 0.6 Allowable Stress Design (ASD) factor. That is why a 1-story home in Miami-Dade's 175-mph zone typically requires about +51 / −58 PSF in interior Zone 4 rather than DP 80.

What is the minimum Design Pressure for impact windows to be considered impact windows?

First, a Design Pressure rating alone never makes a window an 'impact window'—even a non-impact window can be tested to DP 35 or DP 50 for structural wind load, and it will shatter on impact. To legally be an impact window in Florida, the assembly must pass BOTH missile impact + 9,000-cycle pressure testing (TAS 201/203 in the HVHZ or ASTM E1886/E1996 statewide) AND structural/air/water DP testing (TAS 202 or ASTM E330/NAFS). While the national NAFS Residential (Class R) baseline starts at DP 15 (±15 PSF), Florida Building Code wind-load calculations require at least ±30 to ±35 PSF in low-wind inland counties and roughly +42 / −48 PSF (Zone 4) to +51 / −75+ PSF (Zone 5) in Miami-Dade and Broward. In practice, true Florida-approved residential impact windows start around ±45 to ±50 PSF at their largest sizes and reach +80 / −110 to −130+ PSF in smaller sizes.

What is the difference between LMI (Large Missile Impact) and SMI (Small Missile Impact)?

LMI (Large Missile Impact) is required by the Florida Building Code (§1609.1.2 and §1626) for all windows and doors installed 30 feet or less above grade (all 1-, 2-, and 3-story homes plus the first 3 floors of condos). In the LMI lab test (TAS 201 / ASTM E1996 Missile Level D), a solid 9-pound Southern Yellow Pine 2×4 stud is fired from a cannon at 50 feet per second (34 mph), followed by 9,000 positive and negative wind-pressure cycles. SMI (Small Missile Impact) is allowed only for openings more than 30 feet above grade (typically the 4th floor and up in condos and high-rises), where the lab fires ten 2-gram solid steel balls (5/16" diameter, simulating windborne roof gravel) at 130 feet per second (88.6 mph), followed by the same 9,000 pressure cycles.

Why does SMI (Small Missile Impact) have a higher Design Pressure than LMI on the exact same window or door?

SMI configurations carry a 15% to 40% higher Design Pressure than LMI on the exact same window or sliding door frame for two reasons: (1) Test physics: In TAS 201/203 and ASTM E1886/E1996, the 9,000 cyclic pressure waves are applied AFTER the missile fractures the glass. A 9-lb 2×4 timber at 34 mph delivers ~350 ft-lbs of shock that stretches the interlayer and racks the sash rails, limiting how much suction the fractured glass can hold before pulling out of the glazing pocket. By contrast, 2-gram steel balls (~2.6 ft-lbs each) crack the outer glass locally without racking the frame or loosening the perimeter glass bite—so the assembly holds much higher pressure (+90/−125 PSF to +100/−140+ PSF) during the 9,000 cycles. (2) High-rise engineering demand: Above 30 feet, ASCE 7 velocity pressure (Kz) climbs steeply with height, so upper condo floors require those higher DP ratings.

Can I use an SMI window below 30 feet if it has a higher Design Pressure rating?

No—never. Under Florida Building Code §1609.1.2 and §1626 (HVHZ), every window, door, and glazed opening located 30 feet or less above grade must carry Large Missile Impact (LMI) approval, regardless of how high an SMI unit's Design Pressure is. However, the reverse IS allowed: you can always install an LMI-approved window or door above 30 feet so long as its LMI Design Pressure meets or exceeds the upper floor's required +PSF / −PSF.

What is Zone 4 vs. Zone 5 in Florida wind-load calculations?

Under ASCE 7 (adopted by Florida Building Code Chapter 16), every exterior wall of a building is divided into two Component and Cladding (C&C) wind zones: Zone 4 is the central interior field of the wall away from the corners, while Zone 5 is the vertical edge strip along every outside building corner. Because hurricane winds whipping around a 90-degree building corner separate from the wall and form intense spinning suction vortices, Zone 5 always requires a 25% to 45% higher negative Design Pressure (−PSF) than Zone 4 on the exact same wall (for example, +48 / −54 PSF in Zone 4 jumps to +48 / −70 PSF in Zone 5).

How wide is Zone 5 on a house, and what happens if a window straddles Zone 4 and Zone 5?

Under ASCE 7, the width of the Zone 5 corner strip (dimension 'a') equals 10% of the building's least horizontal dimension (or 0.4 × mean roof height, whichever is smaller), but never less than 4% of the least horizontal dimension or 3.0 feet (36 inches) minimum. On a typical 40-foot-wide Florida home, Zone 5 extends 4 feet inward from every outside corner. If even 2 inches of a window, mulled unit, or sliding glass door falls inside that Zone 5 corner strip, the entire opening must be permitted and installed to the higher Zone 5 Design Pressure.

Why is negative Design Pressure (−PSF) almost always higher than positive Design Pressure (+PSF)?

Positive Design Pressure (+PSF) measures direct inward wind push on the windward wall, while negative Design Pressure (−PSF) measures outward aerodynamic suction on leeward walls, side walls, and building corners (Zone 5). Just as airflow over an airplane wing creates strong upward lift, hurricane wind accelerating around a home's corners and roof edges creates localized negative suction pressures significantly stronger than the stagnation pressure on the front wall. In addition, positive DP is often capped by the 15% water-infiltration test limit on the window sill.

Does a DP 50 rating mean a window can only handle 50 mph winds?

No. DP 50 means 50 pounds per square foot (PSF) of structural wind pressure, not 50 miles per hour (MPH). Under the raw velocity-pressure formula P = 0.00256 × V², 50 PSF of wind pressure corresponds to about 140 mph of direct stagnation wind pressure, and after ASCE 7 height, exposure, and 0.6 ASD adjustments, a DP 50–58 window satisfies interior Zone 4 requirements even in 170–175 mph South Florida hurricane zones.

How do impact windows help my HVAC system and lower cooling load?

While Design Pressure is a structural strength rating rather than an air-seal rating, Florida impact windows must also pass TAS 202 and NAFS air-infiltration testing (≤ 0.30 cfm/sq ft at 25 mph) and water-resistance testing (15% of +DP). Replacing loose single-pane sliders or jalousie windows with tightly sealed impact frames and Low-E laminated glass (SHGC ≤ 0.25) cuts warm, humid air drafts and blocks solar radiant heat—reducing your home's cooling load and helping your AC maintain comfortable indoor humidity.

Why do smaller windows have higher Design Pressure ratings than larger windows of the same model?

Design Pressure is measured per square foot (PSF), so total wind force equals Area (sq ft) × DP (PSF). A compact 37"×50" window (12.8 sq ft) at −80 PSF experiences 1,024 pounds of outward pull across short, stiff frame rails, whereas a large 53"×76" window (28.0 sq ft) at −80 PSF would experience 2,240 pounds of force across much longer rails that bend more in the middle. Therefore, on every Miami-Dade NOA and FL# size matrix, approved DP is highest in smaller sizes and steps down as width and height increase.

What is the difference between Exposure B, Exposure C, and Exposure D for Design Pressure?

ASCE 7 Exposure Categories measure how much upwind terrain shields your home from wind gusts: Exposure B is suburban/wooded terrain (allowed outside the HVHZ, such as inland Palm Beach, Lee, and Collier). Exposure C is open terrain and is the mandatory minimum baseline for all of Broward and Miami-Dade (where Exposure B is prohibited by HVHZ code). Exposure D applies to coastal and waterfront homes within 600 feet of the Atlantic Ocean, Intracoastal Waterway, Biscayne Bay, Lake Okeechobee, or open water ≥5,000 ft wide—raising required Design Pressures by roughly 18% to 22% over Exposure C.

Which window style has the highest Design Pressure rating for Zone 5 corners?

Fixed picture windows and outswing casement windows (often approved up to +80/−110 PSF to +90/−130 PSF in standard residential sizes) achieve the highest Design Pressure ratings. Fixed windows have no moving sash joints, while casement windows use multi-point locking bars that pull the sash tighter against dual compression bulb seals as wind pressure increases—making them ideal for high-suction Zone 5 building corners and narrow bedroom egress openings.

How much do high-DP impact windows and doors cost installed in South Florida?

Across our four window styles, Republic's published installed average is $800–$1,800 per window (About $900 for a 37×50 fixed window, $1,100 for a 37×63 single-hung, $1,250 for a 53×50 horizontal roller, and $1,300 for a 37×50 casement; oversized or ultra-high-DP SGP coastal units can run $3,000+), and a full-home project typically runs $12,000–$35,000. Impact sliding glass doors average $2,500–$3,500 (2-panel), single French doors $2,800–$4,000, and double French doors $3,800–$7,000. Every quote includes your site-specific ASCE 7 wind-load calculation, Miami-Dade NOA / FL# engineering packet, municipal permit handling, and our lifetime labor warranty for the original owner. it doesn't transfer if you sell.

Check it yourself

Official building codes, TAS test protocols & NOA databases

Every formula, wind speed conversion, missile test rule, and zone definition on this page comes from the Florida Building Code (8th Edition), ASCE 7, Miami-Dade TAS 201–203, and ASTM E1886/E1996.

  1. Florida Building Code (8th Edition, 2023) — Chapter 16 Structural Design (§1609 Wind Loads, §1609.1.2 WBDR & §1620 / §1626 HVHZ)Governs Florida basic wind speeds (ASCE 7), High-Velocity Hurricane Zone (HVHZ) Exposure C/D rules in Miami-Dade and Broward, and the 30-foot elevation boundary between Large Missile Impact (LMI) and Small Missile Impact (SMI).
  2. Florida Building Code — Testing Application Standards TAS 201, TAS 202 & TAS 203 (HVHZ Test Protocols)Defines HVHZ laboratory protocols: TAS 201 (9-lb 2×4 @ 50 ft/s Large Missile ≤30 ft & 2g steel balls @ 130 ft/s Small Missile >30 ft), TAS 202 (air infiltration, water infiltration at ≥15% of +DP, and 1.5× structural overload), and TAS 203 (9,000 post-impact cyclic pressure waves).
  3. Miami-Dade County RER — Product Control Search (Official Notice of Acceptance / NOA Database)Official Miami-Dade County database for verifying active NOA numbers, size-by-size Design Pressure charts, LMI vs. SMI glass makeups, mullion ratings, and Tapcon anchor schedules.
  4. Florida Building Commission (DBPR) — Building Code Information System (BCIS) Product Approval SearchOfficial statewide FL# database verifying ASTM E1886, ASTM E1996, ASTM E330, and NAFS (AAMA/WDMA/CSA 101/I.S.2/A440) Design Pressure ratings and HVHZ eligibility.
  5. Florida Building Code — Energy Conservation (8th Edition) Table R402.1.2 (Fenestration SHGC ≤ 0.25 & Air Leakage Rules)Sets Florida residential fenestration energy standards (SHGC ≤ 0.25 in Climate Zones 1 & 2, air infiltration ≤ 0.30 cfm/sq ft) and ACCA Manual J residential HVAC load calculation requirements.
  6. Florida Statutes §553.842 — State Product Approval System & High-Velocity Hurricane Zone StandardsStatutory authority for statewide and HVHZ product approvals for hurricane opening protection in Florida.

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We measure every opening, run your address's ASCE 7 Exposure C or D wind-load pressures across Zone 4 and Zone 5, and return a written, itemized quote listing the exact Miami-Dade NOA or FL# and Design Pressure for every window and door.

  • 01
    Zone 4 & Zone 5 Wind-Load Calculation IncludedEvery opening sized to its exact +PSF / −PSF requirement and LMI (≤30 ft) or SMI (>30 ft) elevation.
  • 02
    Miami-Dade NOA & FL# Listed Per LineWe match each window, mullion, and door to PGT, ES Windows, ECO, or CWS approvals before you order.
  • 03
    Licensed & Insured Installation (CGC1533058)Installed to the NOA's exact Tapcon anchor schedule and backed by our lifetime labor warranty for the original owner.
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