Section R704
California Residential Code (Title 24, Part 2.5) · 2022 edition · updated 2026-09-12 · California
Italicized text is a California amendment to the model code, as printed in the official publication.
R704.1 General wind limitations.¶
Where the design wind pressure is 30 pounds per square foot (1.44 kPa) or less, soffits shall comply with Section R704.2. Where the design wind pressure exceeds 30 pounds per square foot (1.44 kPa), soffits shall comply with Section R704.3. The design wind pressure on soffits shall be determined using the component and cladding loads specified in Table R301.2.1(1) for walls using an effective wind area of 10 square feet (0.93 m 2 ) and adjusted for height and exposure in accordance with Table R301.2.1(2).
R704.2 Soffit installation where the design wind pressure is 30 psf or less.¶
is 30 psf or less. Where the design wind pressure is 30 pounds per square foot (1.44 kPa) or less, soffit installation shall comply with Section R704.2.1, R704.2.2, R704.2.3 or
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R704.2.4. Soffit materials not addressed in Sections R704.2.1 through R704.2.4 shall be in accordance with the manufacturer’s installation instructions.
R704.2.1 Vinyl soffit panels. Vinyl soffit panels shall be installed using fasteners specified by the manufacturer and shall be fastened at both ends to a supporting component such as a nailing strip, fascia or subfascia component in accordance with Figure R704.2.1(1). Where the unsupported span of soffit panels is greater than 16 inches (406 mm), intermediate nailing strips shall be provided in accordance with Figure R704.2.1(2). Vinyl soffit panels shall be installed in accordance with the manufacturer’s installation instructions. Fascia covers shall be installed in accordance with the manufacturer’s installation instructions.
R704.2.2 Fiber-cement soffit panels. Fiber-cement soffit panels shall be a minimum of 1 /4 inch (6.4 mm) in thickness and shall comply with the requirements of ASTM C1186, Type A, minimum Grade II, or ISO 8336, Category A, minimum Class 2. Panel joints shall occur over framing or over wood structural panel sheathing. Soffit panels shall be installed with spans and fasteners in accordance with the manufacturer’s installation instructions.
R704.2.3 Hardboard soffit panels. Hardboard soffit panels shall be not less than 7 /16 inch (11.11 mm) in thickness and shall be fastened to framing or nailing strips with 2 1 /2-inch by 0.113-inch (64 mm by 2.9 mm) siding nails spaced not more than 6 inches (152 mm) on center at panel edges and 12 inches (305 mm) on center at intermediate supports.
R704.2.4 Wood structural panel soffit. The minimum nominal thickness for wood structural panel soffits shall be 3 /8 inch (9.5 mm) and shall be fastened to framing or nailing strips with 2-inch by 0.099-inch (51 mm by 2.5 mm) nails. Fasteners shall be spaced not less than 6 inches (152 mm) on center at panel edges and 12 inches (305 mm) on center at intermediate supports.
R704.3 Soffit installation where the design wind pressure exceeds 30 psf.¶
exceeds 30 psf. Where the design wind pressure is greater than 30 psf, soffit installation shall comply with Section R704.3.1, R704.3.2, R704.3.3 or R704.3.4. Soffit materials not addressed in Sections R704.3.1 through R704.3.4 shall be in accordance with the manufacturer’s installation instructions.
R704.3.1 Vinyl soffit panels. Vinyl soffit panels and their attachments shall be capable of resisting wind loads specified in Table R301.2.1(1) for walls using an effective wind area of 10 square feet (0.929 m 2 ) and adjusted for height and exposure in accordance with Table R301.2.1(2). Vinyl soffit panels shall be installed using fasteners specified by the manufacturer and shall be fastened at both ends to a supporting component such as a nailing strip, fascia or subfascia component in accordance with Figure R704.2.1(1). Where the unsupported span of soffit panels is greater than 12 inches (305 mm), intermediate nailing strips shall be provided in accordance with Figure
Copyright © 2022 by, or licensed to, International Code Council, Inc. (ALL RIGHTS RESERVED); licensed to California Building Standards Commission pursuant to License Agreement. No further reproductions is authorized. Any unauthorized reproduction or distribution is a violation of the federal copyright act and the license agreement, and subject to civil and criminal penalties thereunder.
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R704.2.1(2). Vinyl soffit panels shall be installed in accordance with the manufacturer’s installation instructions. Fascia covers shall be installed in accordance with the manufacturer’s installation instructions.
R704.3.2 Fiber-cement soffit panels. Fiber-cement soffit panels shall comply with Section R704.2.2 and shall be capable of resisting wind loads specified in Table R301.2.1(1) for walls using an effective wind area of 10 square feet (0.929 m 2 ) and adjusted for height and exposure in accordance with Table R301.2.1(2).
R704.3.3 Hardboard soffit panels. Hardboard soffit panels shall comply with the manufacturer’s installation instructions and shall be capable of resisting wind loads specified in Table R301.2.1(1) for walls using an effective wind area of 10 square feet (0.929 m 2 ) and adjusted for height and exposure in accordance with Table R301.2.1(2).
R704.3.4 Wood structural panel soffit. Wood structural panel soffits shall be capable of resisting wind loads specified in Table R301.2.1(1) for walls using an effective wind area of 10 square feet (0.929 m 2 ) and adjusted for height and exposure in accordance with Table R301.2.1(2). Alternatively, wood structural panel soffits shall be installed in accordance with Table R704.3.4.
FIGURE R704.2.1(1) TYPICAL SINGLE-SPAN VINYL SOFFIT PANEL SUPPORT
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Copyright © 2022 by, or licensed to, International Code Council, Inc. (ALL RIGHTS RESERVED); licensed to California Building Standards Commission pursuant to License Agreement. No further reproductions is authorized. Any unauthorized reproduction or distribution is a violation of the federal copyright act and the license agreement, and subject to civil and criminal penalties thereunder.
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INSTRUCTIONS.
Copyright © 2022 by, or licensed to, International Code Council, Inc. (ALL RIGHTS RESERVED); licensed to California Building Standards Commission pursuant to License Agreement. No further reproductions is authorized. Any unauthorized reproduction or distribution is a violation of the federal copyright act and the license agreement, and subject to civil and criminal penalties thereunder.
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TABLE R704.3.4 PRESCRIPTIVE ALTERNATIVE FOR WOOD STRUCTURAL PANEL SOFFIT b, c, d, e
| MAXIMUM DESIGN PRESSURE (+ or - psf) |
MINIMUM PANEL SPAN RATING |
MINIMUM PANEL PERFORMANCE CATEGORY |
NAIL TYPE AND SIZE | FASTENERa SPACING ALONG EDGES AND INTERMEDIATE SUPPORTS |
|
|---|---|---|---|---|---|
| MAXIMUM DESIGN PRESSURE (+ or - psf) |
MINIMUM PANEL SPAN RATING |
MINIMUM PANEL PERFORMANCE CATEGORY |
NAIL TYPE AND SIZE |
Galvanized Steel | Stainless Steel |
| 30 | 24/0 | 3/8 | 6d box (2 × 0.099 × 0.266 head diameter) |
6f | 4 |
| 40 | 24/0 | 3/8 | 6d box (2 × 0.099 × 0.266 head diameter) |
6 | 4 |
| 50 | 24/0 | 3/8 | 6d box (2 × 0.099 × 0.266 head diameter) |
4 | 4 |
| 50 | 24/0 | 3/8 | 8d common (21/2 × 0.131 × 0.281 head diameter) |
6 | 6 |
| 60 | 24/0 | 3/8 | 6d box (2 × 0.099 × 0.266 head diameter) |
4 | 3 |
| 60 | 24/0 | 3/8 | 8d common (21/2 × 0.131 × 0.281 head diameter) |
6 | 4 |
| 70 | 24/16 | 7/16 | 8d common (21/2× 0.131 × 0.281 head diameter) |
4 | 4 |
| 70 | 24/16 | 7/16 | 10d box (3 × 0.128 × 0.312 head diameter) |
6 | 4 |
| 80 | 24/16 | 7/16 | 8d common (21/2 × 0.131 × 0.281 head diameter) |
4 | 4 |
| 80 | 24/16 | 7/16 | 10d box (3 × 0.128 × 0.312 head diameter) |
6 | 4 |
| 90 | 32/16 | 15/32 | 8d common (21/2 × 0.131 × 0.281 head diameter) |
4 | 3 |
| 90 | 32/16 | 15/32 | 10d box (3 × 0.128 × 0.312 head diameter) |
6 | 4 |
For SI: 1 inch = 25.4 mm, 1 pound per square foot = 0.0479 kPa. a. Fasteners shall comply with Sections R703.3.2 and R703.3.3. b. Maximum spacing of soffit framing members shall not exceed 24 inches. c. Wood structural panels shall be of an exterior exposure grade. d. Wood structural panels shall be installed with strength axis perpendicular to supports with not fewer than two continuous spans. e. Wood structural panels shall be attached to soffit framing members with specific gravity of at least 0.42. Framing members shall be minimum 2 × 3 nominal
with the larger dimension in the cross section aligning with the length of fasteners to provide sufficient embedment depths. f. Spacing at intermediate supports shall be not greater than 12 inches on center.
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Copyright © 2022 by, or licensed to, International Code Council, Inc. (ALL RIGHTS RESERVED); licensed to California Building Standards Commission pursuant to License Agreement. No further reproductions is authorized. Any unauthorized reproduction or distribution is a violation of the federal copyright act and the license agreement, and subject to civil and criminal penalties thereunder.
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Ask AI about this code▸Contents — California Residential Code (Title 24, Part 2.5)
- Chapter 2 — DEFINITIONS AND ABBREVIATIONS
- Appendix AF — RADON CONTROL
- Appendix AI — PRIVATE SEWAGE
- Appendix AJ — EXISTING
- Appendix AK — SOUND
- Appendix AO — AUTOMATIC
- Appendix AR — LIGHT STRAW-CLAY
- Appendix AS — STRAWBALE
- Appendix AU — COB CONSTRUCTION
- Appendix AV — BOARD
- Appendix AW — 3D-PRINTED BUILDING
- Chapter 1 — SCOPE AND APPLICATION
- Chapter 3 — BUILDING PLANNING
- Chapter 4 — FOUNDATIONS
- Chapter 5 — FLOORS
- Chapter 6 — WALL CONSTRUCTION
▸Chapter 7 — WALL COVERING
- Chapter 8 — ROOF-CEILING CONSTRUCTION
- Chapter 9 — ROOF ASSEMBLIES
- Chapter 10 — CHIMNEYS AND FIREPLACES
- Chapter 44 — REFERENCED STANDARDS
- Appendix AH — PATIO COVERS
- Appendix AL — PERMIT FEES
- Appendix AQ — TINY HOUSES
- Appendix AT — SOLAR-READY PROVISIONS—DETACHED ONE- AND
- Appendix AX — SWIMMING POOL SAFETY ACT
- Appendix AY — AREAS PROTECTED BY THE FACILITIES
- Appendix AZ — EMERGENCY HOUSING