Chapter 23 — WOOD

Section 2308 — CONVENTIONAL LIGHT-FRAME CONSTRUCTION

2025 California Building Code (Title 24, Part 2) · 2025 edition · ingested 2026-07-07 · California

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2308.1 General.

2308.1 General. The requirements of this section are intended for buildings of conventional light-frame construction not exceeding the story height limitations of Section 2308.2.1. Other construction methods are permitted to be used, provided that a satisfactory design is submitted showing compliance with other provisions of this code. Interior nonload-bearing partitions, ceilings and curtain walls of conventional light-frame construction are not subject to the limitations of Section 2308.2. Detached one- and two-family dwellings and townhouses not more than three stories above grade plane in…

2308.2 Limitations.

2308.2 Limitations. Buildings are permitted to be constructed in accordance with the provisions of conventional light-frame construction, subject to the limitations in Sections 2308.2.1 through 2308.2.7. [DSA-SS, DSA-SS/CC, OSHPD 1R, 2 & 5] 2308.2.8. 2308.2.1 Stories. Structures of conventional light-frame construction shall be limited in story height in accordance with Table 2308.2.1. 23-32 2025 CALIFORNIA BUILDING CODE on Jul 18, 2025 11:14 AM (CDT) THEREUNDER. WOOD TABLE 2308.2.1—ALLOWABLE STORY HEIGHTCol2 ------ SEISMIC DESIGN CATEGORYALLOWABLE STORY ABOVE GRADE PLANE A and BThree stories…

2308.3 Portions or elements exceeding limitations of conventional light-frame construction.

2308.3 Portions or elements exceeding limitations of conventional light-frame construction. Where a building of otherwise conventional light-frame construction contains portions or structural elements that exceed the limits of Section 2308.2, those portions or elements, and the supporting load path, shall be designed in accordance with accepted engineering practice and the provisions of this code. For the purposes of this section, the term “portions” shall mean parts of buildings containing volume and area such as a room or a series of rooms. The extent of such design need only demonstrate…

2308.4 Structural elements or systems not described herein.

2308.4 Structural elements or systems not described herein. Where a building of otherwise conventional construction contains structural elements or systems not described in Section 2308, these elements or systems shall be designed in accordance with accepted engineering practice and the provisions of this code. The extent of such design need only demonstrate compliance of the nonconventional elements with other applicable provisions of this code and shall be compatible with the performance of the conventionally framed system.

2308.5 Connectors and fasteners.

2308.5 Connectors and fasteners. Connectors and fasteners used in conventional construction shall comply with the requirements of Section 2304.10.

2308.6 Cutting, notching and boring of dimensional wood framing.

2308.6 Cutting, notching and boring of dimensional wood framing. The provisions of this section shall only apply to dimensional wood framing and shall not include engineered wood products, heavy timber or prefabricated/manufactured wood assemblies. 2308.6.1 Floor joists, roof rafters and ceiling joists. Notches on framing ends shall not exceed one-fourth the member depth. Notches in the top or bottom of the member shall not exceed one-sixth the depth and shall not be located in the middle third of the span. A notch not more than one-third of the depth is permitted in the top of a rafter or…

2308.7 Foundations and footings.

2308.7 Foundations and footings. Foundations and footings shall be designed and constructed in accordance with Chapter 18. Connections to foundations and footings shall comply with this section. 2308.7.1 Foundation plates or sills. Foundation plates or sills resting on concrete or masonry foundations shall comply with Section 2304.3.1. Foundation plates or sills shall be bolted or anchored to the foundation with not less than [1] / 2 -inch-diameter (12.7 mm) steel bolts or approved anchors spaced to provide equivalent anchorage as the steel bolts. Bolts shall be embedded not less than 7…

2308.8 Floor framing. Floor framing shall comply with this section.

2308.8 Floor framing. Floor framing shall comply with this section. 2308.8.1 Girders. Girders for single-story construction or girders supporting loads from a single floor shall be not less than 4 inches by 6 inches (102 mm by 152 mm) for spans 6 feet (1829 mm) or less, provided that girders are spaced not more than 8 feet (2438 mm) on center. Other girders shall be designed to support the loads specified in this code. Girder end joints shall occur over supports. Where a girder is spliced over a support, an adequate tie shall be provided. The ends of beams or girders supported on masonry or…

2308.9 Wall construction.

2308.9 Wall construction. Walls of conventional light-frame construction shall be in accordance with this section. 2308.9.1 Stud size, height and spacing. The size, height and spacing of studs shall be in accordance with Table 2308.9.1. Studs shall be continuous from a support at the sole plate to a support at the top plate to resist loads perpendicular to the wall. The support shall be a foundation or floor, ceiling or roof diaphragm or shall be designed in accordance with accepted engineering practice. Exception: Jack studs, trimmer studs and cripple studs at openings in walls that comply…

2308.10 Wall bracing.

2308.10 Wall bracing. Buildings shall be provided with exterior and interior braced wall lines as described in Sections 2308.10.1 through 2308.10.10.2. on Jul 18, 2025 11:14 AM (CDT) THEREUNDER. WOOD 2308.10.1 Braced wall lines. For the purpose of determining the amount and location of bracing required along each story level of a building, braced wall lines shall be designated as straight lines through the building plan in both the longitudinal and transverse direction and placed in accordance with Table 2308.10.1 and Figure 2308.10.1. Braced wall line spacing shall not exceed the distance…

2308.11 Roof and ceiling framing.

2308.11 Roof and ceiling framing. The framing details required in this section apply to roofs having a slope of not less than three units vertical in 12 units horizontal (25-percent slope). Where the roof slope is less than three units vertical in 12 units horizontal (25percent slope), members supporting rafters and ceiling joists such as ridge board, hips and valleys shall be designed as beams. 2308.11.1 Ceiling joist spans. Spans for ceiling joists shall be in accordance with Table 2308.11.1(1) or 2308.11.1(2). For other grades and species, and other loading conditions, refer to the AWC…