ASCE 7-22 · DESIGN PRESSURE · WALL ZONES 4 · 5

Window & Door Design Pressure Calculator

Every window and door has to resist a design pressure (DP) — the wind load, in psf, its frame and glass must hold. This calculator returns the ASCE 7-22 DP an opening must meet, positive and negative, for wall zones 4 and 5 — straight from a ZIP, including the Florida HVHZ value where it applies. It's the number your unit's rating has to beat.

No login. Type a ZIP → the ASCE 7-22 design speed loads → you get the +DP and −DP for the opening. Every coefficient cited to its section.

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HOW DESIGN PRESSURE IS CALCULATED

Two numbers, one opening

An opening is a wall component. Under ASCE 7-22 its design pressure starts from the velocity pressure at the opening height, then applies the wall coefficient for the zone and the opening's size — once with a positive sign (pushing in) and once negative (pulling out). The unit's rating must cover the larger of the two.

STEP 1 · VELOCITY PRESSURE AT THE OPENING

qz = 0.00256 × Kz × Kzt × Kd × Ke × V²

Evaluated at the opening's height z above grade, in psf. V is the mapped ASCE 7-22 basic wind speed for the site.

STEP 2 · DESIGN PRESSURE, BOTH SIGNS

p = qz (GCp − GCpi)

The wall coefficient GCp is positive on the windward face and negative (suction) at the sides and corners. Evaluated both ways with the internal coefficient at its worst sign, it gives the +DP and −DP the opening must resist.

qz

Velocity pressure at the opening height — the starting point for the design pressure.

GCp

Wall external coefficient — positive inward, negative at the corners, and larger on smaller units.

GCpi

The building's internal pressure — ±0.18 when enclosed, ±0.55 when partially enclosed — added at whichever sign makes the DP worse.

Eff. area

The opening's effective wind area — a small window reads a larger coefficient than a wide slider or a mulled wall.

Zone

Field (4) or corner (5) of the wall — the suction coefficient jumps up in the corner strip.

The calculator reads GCp off the ASCE 7-22 wall figure for the zone and the opening's effective wind area — you get the +DP and −DP in psf, not a chart to squint at. See how DP works in the window & door design pressure guide.

POSITIVE & NEGATIVE

Both signs govern

Wind doesn't just push on an opening — it pulls, too. ASCE 7-22 gives a window or door two design pressures, and the unit has to survive both. A DP rating is a single number, so it must be at least the larger magnitude of the two.

+DP — inward

Positive pressure on the windward wall presses the glass and frame toward the room. It governs the deflection of the sash and the glazing.

PUSH IN

−DP — suction

Negative pressure at the sides and corners pulls the opening outward. On most units this is the larger number — it governs the anchors and the pull-off.

PULL OUT

The rating to beat

The unit's DP rating — DP40, DP50, DP65 — must meet or exceed the larger magnitude. A DP50 window is good for 50 psf in and out.

RATING

The calculator returns both the +DP and the −DP for zone 4 (field) and zone 5 (corner) at your opening's size — no figure-reading. Want the concept in depth? See the window & door design pressure guide.

BY OPENING

Size & place move the number

Two openings on the same wall can need different DP. The effective wind area and the zone decide the coefficient — the calculator reads the right one for each opening you enter.

Windows

A single small window reads the highest coefficient. A wide picture window or slider has a larger effective area, so its DP eases off — but never below the zone floor.

SMALL AREA

Doors & sliders

Entry doors, French pairs, and sliding glass doors take the full wall pressure over a taller span — the −DP at the leaf and anchors usually sets the rating.

TALL SPAN

Corners & mulled units

An opening in the zone 5 corner strip jumps to the higher suction coefficient. A mulled assembly is checked as the lites, the mullion, and the whole wall opening.

ZONE 5

FLORIDA HIGH-VELOCITY HURRICANE ZONE

Where the DP is highest in the nation

Miami-Dade and Broward — Florida's High-Velocity Hurricane Zone — sit at roughly 170–175 mph design speed under the FBC. Pressure climbs with the square of speed, so the DP an opening has to carry there is the steepest anywhere. Enter an address in those counties and the calculator uses the HVHZ speed and any county override automatically, so the +DP and −DP are right for the jurisdiction. Impact resistance is a separate requirement — an HVHZ opening also needs a large-missile rating (TAS 201/203), which the design pressure does not cover.

RUN THE NUMBERS

Your DP, in about a minute

Skip the figures. Enter a ZIP and the opening — the calculator looks up the ASCE 7-22 design wind speed, takes the wall GCp for the zone and the effective wind area, and hands back the +DP and −DP in psf. That's the number to match against a unit's DP rating. Free for a single component; full projects and an Engineering Report are on the calculators.

Need the whole building, roofs, or specialty structures? See all calculators & pricing →

COMMON QUESTIONS

Design pressure, answered

How is window & door design pressure calculated?

An opening is a wall component. The velocity pressure qz = 0.00256 KzKztKdKeV² sets the psf at the opening height, then p = qz(GCp−GCpi) uses the wall coefficient for the zone and the opening's effective wind area. The unit's DP rating must meet or beat the result.

What's the difference between positive and negative DP?

Positive DP pushes the opening inward; negative DP pulls it outward (suction). ASCE 7-22 returns both, and a window or door must be rated for the larger magnitude. On most openings the negative value governs, and it is largest in the zone 5 corner strip.

What DP rating do I need for my ZIP?

Enter the ZIP and the opening; the calculator pulls the ASCE 7-22 design wind speed, applies the wall coefficient for zone 4 (field) or zone 5 (corner) and your effective wind area, and returns the +DP and −DP in psf. Your unit's rating — say DP50 — must be at least the larger magnitude.

Does design pressure include the impact rating?

No. DP is the structural load in psf from ASCE 7-22. Impact resistance — a Florida HVHZ large-missile rating under TAS 201/203 — is a separate product test. In the HVHZ an opening must satisfy both the DP and the impact requirement. See the HVHZ guide.