Chapter 44 — REFERENCED STANDARDS

Section BN102 — CONSTRUCTION REQUIREMENTS

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

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BN102.1 Framing.

BN102.1 Framing. The 2 × 6 top and bottom plates and 2 × 4 studs shall be used in accordance with Figures BN102.1(1) and BN102.1(2). A single top plate shall not be permitted. Wall framing shall comply with the requirements for 2 × 4 framing in accordance with Section R602. FIGURE BN102.1(1)—EXTENDED PLATE WALL (EPW) CONSTRUCTION, SECTION VIEW on Jul 18, 2025 11:14 AM (CDT) THEREUNDER. APPENDIX BN — EXTENDED PLATE WALL CONSTRUCTION FIGURE BN102.1(2)—EXTENDED PLATE WALL, ELEVATION VIEW

BN102.2 Wood structural panel sheathing.

BN102.2 Wood structural panel sheathing. Wood structural panel sheathing with a nominal thickness of [7] / 16 inch (11 mm) to [1] / 2 inch (12.7 mm) shall be installed vertically and attached to wall plates and studs in accordance with Figure BN102.1(2) and Table BN102.2. The vertical joints between adjacent wood structural panels shall occur only at framing members. Where used as part of wall bracing, each wood structural panel shall be installed without horizontal joints between the extended top and bottom plates. TABLE BN102.2—SHEATHING FASTENER REQUIREMENTS FOR EPWCol2Col3 ---------…

BN102.3 Wall bracing.

BN102.3 Wall bracing. Wall bracing for EPW construction shall comply with the requirements for WSP or CS-WSP or CS-G bracing methods in Section R602.10, except that the sheathing fasteners shall comply with Table BN102.2. BN102.3.1 Simplified wall bracing. With the exception of Section R602.12.2, Item 2, provisions of Section R602.12 shall be applicable to EPW construction. The fastening schedule for wood structural panels shall comply with Table BN102.2.

BN102.4 Rim joists.

BN102.4 Rim joists. Rim joists supporting an EPW shall comply with Figure BN102.4(1) or BN102.4(2). Sawn 2× lumber or engineered wood rim board shall be used to construct rim (band) joists. Engineered wood rim board shall comply with Section R602.1.7. The minimum bearing length requirements for the floor joists shall be satisfied or joists shall be supported with metal hangers. APPENDIX BN-4 2025 CALIFORNIA RESIDENTIAL CODE on Jul 18, 2025 11:14 AM (CDT) THEREUNDER. For SI: 1 inch = 25.4 mm. For SI: 1 inch = 25.4 mm. APPENDIX BN — EXTENDED PLATE WALL CONSTRUCTION FIGURE BN102.4(1)—RIM JOIST…

BN102.5 Foam plastic insulating sheathing.

BN102.5 Foam plastic insulating sheathing. Foam plastic insulating sheathing with a total thickness of 2 inches (51 mm) shall be installed directly to the exterior surface of the 2 × 4 studs between top and bottom plates and flush with the 2 × 6 top and bottom plates as shown in Figure BN102.1(1). The foam plastic insulating sheathing shall comply with ASTM C578 or ASTM C1289 with a minimum compressive strength of 15 psi and shall be permitted to be installed in one or more layers.

BN102.6 Cladding attachment.

BN102.6 Cladding attachment. Cladding shall be specified and installed in accordance with Section R703 and one of the following: 1. Table R703.3.3 for siding attachment to wood structural panels only. 2. Table R703.8.4(2) for brick tie spacing and attachment to wood structural panels only. 3. Fastening schedule and fasteners as required by Table R703.3(1), except fastener length shall be selected to meet or exceed the minimum required penetration into framing.

BN102.7 Uplift connections.

BN102.7 Uplift connections. Where roof uplift tie-downs are required in accordance with Section R802.11, the roof tie-downs shall be fastened to either side of the double top plate or, where required to be fastened to studs, shall be installed on the interior face of the EPW in accordance with the manufacturer’s installation instructions. Where uplift forces determined in accordance with Section R602.3.5 require approved uplift connectors between floors or between the foundation and the floor, these uplift connectors shall not rely on wood structural panel sheathing for resisting the wind…