Drift Limits: Controlling the Sway

How much can your building move sideways in a hurricane? Drift limits protect windows, finishes, and occupants from excessive lateral movement in Broward County!

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WIND PRESSURE (INCREASES WITH HEIGHT)
0.30"
0.28"
0.25"
0.18"
H = 10 ft
Max Drift = H / 400 = 0.30"
H/400
Code Drift Limit
0.30
Inches Max (10' Story)
1.01
Inches Total Drift

Common Drift Limits

H/400

Standard Wind Drift

Florida Building Code limit for service-level wind loads. Applies to typical commercial and residential construction. For 10-foot story = 0.30 inches maximum movement.

H/500

Sensitive Cladding

Stricter limit for buildings with brittle or sensitive facade systems. Precast panels, stone veneer, and some curtain walls may require this tighter limit to prevent damage.

H/600

Critical Equipment

Most stringent limit for buildings housing sensitive equipment or operations. Hospitals, data centers, and precision manufacturing may need minimal drift for operational continuity.

Why Drift Matters Beyond Structural Safety

A building can be structurally sound but still experience problems from excessive drift:

  • Window breakage: Glass cannot accommodate frame distortion - cracks and pops out
  • Cladding damage: Facade panels separate, leak, or fall
  • Partition cracking: Interior walls crack at corners and around openings
  • Door jamming: Doors bind in frames and cannot open or close
  • Occupant discomfort: People feel the motion and become alarmed
  • Equipment damage: Sensitive systems malfunction under movement

Service Load vs. Ultimate Load Drift

Drift limits apply to service-level (unfactored) wind loads, not the ultimate design loads used for strength calculations:

  • Service wind: Expected wind load without safety factors - what the building will actually experience
  • Ultimate wind: Factored load (typically 1.0W or 1.6W) used to check member strength

This distinction matters because buildings must remain functional under service loads but may yield slightly under extreme ultimate loads. Drift limits ensure serviceability, not collapse prevention.

P-Delta Effects

When buildings drift significantly, gravity loads act through the displaced geometry, creating additional overturning moment. This P-Delta effect amplifies drift and member forces:

  • Tall buildings with large axial loads are most affected
  • Flexible moment frames are more susceptible than stiff braced frames
  • Engineers must check that P-Delta amplification does not exceed stability limits
  • ASCE 7 requires P-Delta analysis when stability coefficient exceeds threshold

Example: 10-Foot Story Drift Check

Story Height (H)
10 feet = 120 inches
Drift Limit Ratio
H / 400
Allowable Drift
120" / 400 = 0.30 inches
Maximum movement between floors
Calculated Drift (from analysis)
0.28 inches
Must be less than or equal to allowable
Result
0.28" < 0.30" - PASS

Frequently Asked Questions

What is drift and why does it matter in hurricane design?

Drift is the lateral movement of a building under wind load - how much the building sways sideways. Excessive drift causes damage to windows, cladding, interior finishes, and structural elements. It also causes occupant discomfort and alarm. Florida Building Code limits drift to protect both the building and its occupants during Broward County hurricanes.

What is the code drift limit for wind in Broward County?

Florida Building Code (based on ASCE 7) limits wind drift to H/400 for story drift under service-level winds, where H is the story height. For a 10-foot story, maximum drift is 0.3 inches. Some cladding systems or sensitive equipment may require tighter limits like H/500 or H/600. The engineer determines the governing limit based on all building components.

What is the difference between story drift and total drift?

Story drift (interstory drift) is the relative movement between adjacent floors - how much one floor moves sideways compared to the floor below. Total drift (roof drift) is the overall building top displacement from the base. Code limits typically apply to story drift because it governs damage to components spanning between floors, like windows and partitions.

How do engineers reduce drift in buildings?

Engineers reduce drift by: increasing member stiffness (deeper beams, larger columns), adding lateral bracing or shear walls, using stiffer lateral systems (braced frames vs. moment frames), reducing story heights, and using outriggers in tall buildings. For Broward County wind loads, drift often controls design more than strength - members are sized larger than needed for strength just to limit drift.

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