Chapter 16 — STRUCTURAL DESIGN
Section 1609 — WIND LOADS
2025 California Building Code (Title 24, Part 2) · 2025 edition · ingested 2026-07-07 · California
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1609.1 Applications. ¶
1609.1 Applications. Buildings, structures and parts thereof shall be designed to withstand the minimum wind loads prescribed herein. Decreases in wind loads shall not be made for the effect of shielding by other structures. 1609.1.1 Determination of wind loads. Wind loads on every building or structure shall be determined in accordance with Chapters 26 to 30 of ASCE 7. The type of opening protection required, the basic wind speed, V, and the exposure category for a site is permitted to be determined in accordance with Section 1609 or ASCE 7. Wind shall be assumed to come from any horizontal…
1609.2 Protection of openings. ¶
1609.2 Protection of openings. In windborne debris regions, glazing in buildings shall be impact resistant or protected with an impact-resistant covering meeting the requirements of an approved impact-resistant standard or ASTM E1996 referenced herein as follows: 1. Glazed openings located within 30 feet (9144 mm) of grade shall meet the requirements of the large missile test of ASTM E1996. 2. Glazed openings located more than 30 feet (9144 mm) above grade shall meet the provisions of the small missile test of ASTM E1996. Exceptions: 1. Wood structural panels with a minimum thickness of [7] /…
1609.3 Basic design wind speed. ¶
1609.3 Basic design wind speed. The basic wind speed, V, in mph, for the determination of the wind loads shall be determined by Figures 1609.3(1) through 1609.3(4). The basic wind speed, V, for use in the design of Risk Category I buildings and structures shall be obtained from Figure 1609.3(1). The basic wind speed, V, for use in the design of Risk Category II buildings and structures shall be obtained from Figure 1609.3(2). The basic wind speed, V, for use in the design of Risk Category III buildings and structures shall be obtained from Figure 1609.3(3). The basic wind speed, V, for use in…
1609.4 Exposure category. ¶
1609.4 Exposure category. For each wind direction considered, an exposure category that adequately reflects the characteristics of ground surface irregularities shall be determined for the site at which the building or structure is to be constructed. Account shall be taken of variations in ground surface roughness that arise from natural topography and vegetation as well as from constructed features. on Jul 18, 2025 11:14 AM (CDT) THEREUNDER. STRUCTURAL DESIGN 1609.4.1 Wind directions and sectors. For each selected wind direction at which the wind loads are to be evaluated, the exposure of…
1609.5 Tornado loads. ¶
1609.5 Tornado loads. The design and construction of Risk Category III and IV buildings and other structures located in the tornadoprone region as shown in Figure 1609.5 shall be in accordance with Chapter 32 of ASCE 7, except as modified by this code. FIGURE 1609.5—TORNADO-PRONE REGION 16-30 2025 CALIFORNIA BUILDING CODE on Jul 18, 2025 11:14 AM (CDT) THEREUNDER. STRUCTURAL DESIGN
1609.6 Roof systems. ¶
1609.6 Roof systems. Roof systems shall be designed and constructed in accordance with Sections 1609.6.1 through 1609.6.3, as applicable. 1609.6.1 Roof deck. The roof deck shall be designed to withstand the greater of wind pressures or tornado pressures determined in accordance with ASCE 7. 1609.6.2 Roof coverings. Roof coverings shall comply with Section 1609.6.1. Exception: Rigid tile roof coverings that are air permeable and installed over a roof deck complying with Section 1609.6.1 are permitted to be designed in accordance with Section 1609.6.3. 1609.6.2.1 Asphalt shingles. Asphalt…
1609.7 Elevators, escalators and other conveying systems. ¶
1609.7 Elevators, escalators and other conveying systems. Elevators, escalators and other conveying systems and their components exposed to outdoor environments shall satisfy the wind design requirements of ASCE 7.