Chapter 4 — SPECIAL DETAILED REQUIREMENTS BASED ON OCCUPANCY AND USE
Section 423 — STORM SHELTERS
2025 California Building Code (Title 24, Part 2) · 2025 edition · ingested 2026-07-07 · California
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423.1 General. ¶
423.1 General. This section applies to the design and construction of storm shelters constructed as separate detached buildings or constructed as rooms or spaces within buildings for the purpose of providing protection from tornadoes hurricanes and other severe windstorms during the storm. This section specifies where storm shelters are required and provides requirements for the design and construction of storm shelters. Design of facilities for use as emergency shelters after the storm are outside the scope of ICC 500 and shall comply with Table 1604.5 as a Risk Category IV Structure.
423.2 Construction. ¶
423.2 Construction. Storm shelters shall be constructed in accordance with this code and ICC 500 and shall be designated as hurricane shelters, tornado shelters, or combined hurricane and tornado shelters. Buildings or structures that are also designated as emergency shelters shall also comply with Table 1604.5 as Risk Category IV structures. Any storm shelter not required by this section shall be permitted to be constructed, provided that such structures meet the requirements of this code and ICC 500.
423.3 Occupancy classification. ¶
423.3 Occupancy classification. The occupancy classification for a storm shelter shall be determined in accordance with this section. 423.3.1 Dedicated storm shelters. A facility designed to be occupied solely as a storm shelter shall be classified as Group A-3 for the determination of requirements other than those covered in ICC 500. Exceptions: 1. The occupancy category for dedicated storm shelters with a design occupant capacity of less than 50 persons as determined in accordance with ICC 500 shall be in accordance with Section 303. 2. The occupancy category for a dedicated residential…
423.4 Critical emergency operations. ¶
423.4 Critical emergency operations. In areas where the shelter design wind speed for tornados in accordance with Figure 304.2(1) of ICC 500 is 250 mph, 911 call stations, emergency operation centers and fire, rescue, ambulance and police stations shall comply with Table 1604.5 as a Risk Category IV structure and shall be provided with a storm shelter constructed in accordance with ICC 500. 423.4.1 Design occupant capacity. The required design occupant capacity of the storm shelter shall include the critical emergency operations on the site and shall be the total occupant load of offices and…
423.5 Group E occupancies. ¶
423.5 Group E occupancies. In areas where the shelter design wind speed for tornados is 250 mph in accordance with Figure 304.2(1) of ICC 500, all Group E occupancies with an occupant load of 50 or more shall have a storm shelter constructed in accordance with ICC 500. Exceptions: 1. Group E day care facilities. 2. Group E occupancies accessory to places of religious worship. 3. Buildings meeting the requirements for shelter design in ICC 500. on Jul 18, 2025 11:14 AM (CDT) THEREUNDER. SPECIAL DETAILED REQUIREMENTS BASED ON OCCUPANCY AND USE 423.5.1 Design occupant capacity. The required…