Chapter 6 — WALL CONSTRUCTION

Section R603 — COLD-FORMED STEEL WALL FRAMING

2025 California Residential Code (Title 24, Part 2.5) · 2025 edition · ingested 2026-07-07 · California

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R603.1 General.

R603.1 General. Elements shall be straight and free of any defects that would significantly affect structural performance. Coldformed steel wall framing members shall be in accordance with the requirements of this section. R603.1.1 Applicability limits. The provisions of this section shall control the construction of exterior cold-formed steel wall framing and interior load-bearing cold-formed steel wall framing for buildings not more than 60 feet (18 288 mm) long perpendicular to the joist or truss span, not more than 40 feet (12 192 mm) wide parallel to the joist or truss span, and less…

R603.2 Structural framing.

R603.2 Structural framing. Load-bearing cold-formed steel wall framing members shall be in accordance with this section. on Jul 18, 2025 11:14 AM (CDT) THEREUNDER. WALL CONSTRUCTION R603.2.1 Material. Load-bearing cold-formed steel framing members shall be cold formed to shape from structural-quality sheet steel complying with the requirements of AISI S240, Section A3. R603.2.2 Corrosion protection. Load-bearing cold-formed steel framing shall have a protective coating complying with AISI S240, Section A4. R603.2.3 Dimension, thickness and material grade. Load-bearing cold-formed steel wall…

R603.3 Wall construction.

R603.3 Wall construction. Exterior cold-formed steel framed walls and interior load-bearing cold-formed steel framed walls shall be constructed in accordance with the provisions of this section. R603.3.1 Wall to foundation or floor connection. Cold-formed steel framed walls shall be anchored to foundations or floors in accordance with Table R603.3.1 and Figure R603.3.1(1), R603.3.1(2), R603.3.1(3) or R603.3.1(4). Anchor bolts shall be located not more than 12 inches (305 mm) from corners or the termination of bottom tracks. Anchor bolts shall extend not less than 15 inches (381 mm) into…

R603.4 Corner framing.

R603.4 Corner framing. In exterior walls, corner studs and the top tracks shall be installed in accordance with Figure R603.4. FIGURE R603.4—CORNER FRAMING 4 NO. 8 SCREWS AT LAPPED TRACK TRACK PLAN ALTERNATE PLAN For SI: 1 inch = 25.4 mm.

R603.5 Exterior wall covering.

R603.5 Exterior wall covering. The method of attachment of exterior wall covering materials to cold-formed steel stud wall framing shall conform to the manufacturer’s installation instructions.

R603.6 Headers.

R603.6 Headers. Headers shall be installed above all wall openings in exterior walls and interior load-bearing walls. Box beam headers and back-to-back headers each shall be formed from two equal sized C-shaped members in accordance with Figures R603.6(1) and R603.6(2), respectively, and Tables R603.6(1) through R603.6(6). L-shaped headers shall be permitted to be constructed in accordance with AISI S230. Alternately, headers shall be permitted to be designed and constructed in accordance with AISI S240. on Jul 18, 2025 11:14 AM (CDT) THEREUNDER. WALL CONSTRUCTION TABLE R603.6(1)—BOX-BEAM AND…

R603.7 Jack and king studs.

R603.7 Jack and king studs. The number of jack and king studs installed on each side of a header shall comply with Table R603.7(1). King, jack and cripple studs shall be of the same dimension and thickness as the adjacent wall studs. Headers shall be connected to king studs in accordance with Table R603.7(2) and the following provisions: 1. For box beam headers, one-half of the total number of required screws shall be applied to the header and one- half to the king stud by use of C-shaped or track member in accordance with Figure R603.6(1). The track or C-shaped sections shall extend the…

R603.8 Head and sill track.

R603.8 Head and sill track. Head track spans above door and window openings and sill track spans beneath window openings shall comply with Table R603.8. For openings less than 4 feet (1219 mm) in height that have both a head track and a sill track, multiplying the spans by 1.75 shall be permitted in Table R603.8. For openings less than or equal to 6 feet (1829 mm) in height that have both a head track and a sill track, multiplying the spans in Table R603.8 by 1.50 shall be permitted. TABLE R603.8—HEAD AND SILL TRACK SPANCol2Col3Col4Col5Col6Col7Col8 ------------------------ ULTIMATE WIND…

R603.9 Structural sheathing.

R603.9 Structural sheathing. Structural sheathing shall be installed in accordance with Figure R603.9 and this section on all sheathable exterior wall surfaces, including areas above and below openings. FIGURE R603.9—STRUCTURAL SHEATHING FASTENING PATTERN STRUCTURAL SHEATHING R603.9.1 Sheathing materials. Structural sheathing panels shall consist of minimum [7] / 16 -inch-thick (11 mm) oriented strand board or [15] / 32 -inch-thick (12 mm) plywood. R603.9.2 Determination of minimum length of full-height sheathing. The minimum length of full-height sheathing on each braced wall line shall be…