Code Reference
StructuralIBC 2021

Section 1612.3/Flood Load Design

IBC 1612 establishes flood load design requirements for buildings in FEMA-designated flood hazard areas, including base flood elevation, freeboard, foundation design, and flood-resistant materials.

What this section requires

Buildings and structures located in flood hazard areas identified on the Flood Insurance Rate Map (FIRM) must be designed per ASCE 7 Chapter 5 and ASCE 24 (Flood Resistant Design and Construction). Section 1612.3 requires the design and construction to comply with ASCE 24, which establishes minimum elevation, foundation, enclosure, and material requirements. In Zone A (riverine flooding), the lowest floor (including basement) must be at or above the base flood elevation (BFE) plus the freeboard required by ASCE 24 based on the Risk Category (1 foot for Risk Category II, 2 feet for Risk Category III and IV). In Zone V (coastal high hazard areas with wave action), the building must be elevated on pilings or columns with the lowest horizontal structural member at or above the BFE plus freeboard. Below-BFE enclosures must use breakaway walls that collapse under flood loads without damaging the structure. All building materials below the BFE must be flood-resistant (concrete, masonry, pressure-treated wood, marine-grade metals). Flood loads include hydrostatic pressure, hydrodynamic pressure, wave loads (in coastal zones), and debris impact loads per ASCE 7 Section 5.4.

Why this section exists

Flooding causes more property damage than any other natural hazard in the United States. Buildings in flood hazard areas must resist flood forces while protecting occupants and minimizing damage. The elevation requirements keep occupied spaces above the expected flood level. The freeboard provides a safety margin above the BFE to account for uncertainties in flood mapping, wave runup, and future conditions (sea level rise, upstream development). The breakaway wall requirement in coastal zones prevents flood forces from being transmitted to the foundation, which would cause structural failure. The flood-resistant material requirement addresses the reality that flood-damaged standard materials (wood framing, gypsum board, fiberglass insulation) must be replaced entirely, while flood-resistant materials can be cleaned and reused.

What plan reviewers look for

Plan reviewers check the site plan for the FEMA flood zone designation and base flood elevation. They verify the lowest floor elevation relative to the BFE plus required freeboard on the building section. They check foundation type (piles or columns in Zone V, various types in Zone A). They verify below-BFE enclosures have flood openings (in Zone A) or breakaway walls (in Zone V). They check the specifications for flood-resistant materials below the BFE. They verify flood loads are included in the structural load combinations. They check the ASCE 24 compliance documentation, which includes the flood zone, BFE, design flood elevation, and freeboard.

Common violations

Lowest floor below BFE plus freeboard
A commercial building in Zone AE (Risk Category II) has the lowest floor at the BFE. ASCE 24 requires 1 foot of freeboard for Risk Category II, so the lowest floor must be at BFE + 1 foot. The building must be elevated or the design must be revised.
Non-flood-resistant materials below BFE
Standard wood framing and fiberglass-faced gypsum board are specified for a garage enclosure below the BFE. Materials below the BFE must be flood-resistant per FEMA Technical Bulletin 2. The garage must use concrete, masonry, or pressure-treated wood with paperless gypsum or cement board.
Compliance tip
Show the flood zone, BFE, and design flood elevation (BFE plus freeboard) on the site plan and building section. Dimension the lowest floor elevation relative to the design flood elevation. Specify flood-resistant materials for all construction below the BFE. Show flood openings or breakaway walls as applicable. Include the ASCE 24 compliance summary on the cover sheet.
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Related sections

2.3.1Load Combinations Using Strength DesignASCE 7-221607.1Live LoadsIBC 20211604.5Risk CategoryIBC 2021

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