Maximum allowable spans for wood deck joists, as shown in Figure R507.5, shall be in accordance with Table R507.5. Deck joists shall be permitted to cantilever not greater than one-fourth of the actual, adjacent joist span.
TABLE R507.5 DECK JOIST SPANS FOR COMMON LUMBER SPECIES (ft. - in.)
FIGURE R507.5 TYPICAL DECK JOIST SPANS
TABLE R507.5 DECK JOIST SPANS FOR COMMON LUMBER SPECIES (ft. - in.)
| SPECIESa | SIZE | SPACING OF DECK JOISTS WITH NO CANTILEVERb, f (inches) | SPACING OF DECK JOISTS WITH CANTILEVERSc (inches) | ||||
| 12 | 16 | 24 | 12 | 16 | 24 | ||
| Southern pine | 2 × 6 | 9-11 | 9-0 | 7-7 | 6-8 | 6-8 | 6-8 |
| 2 × 8 | 13-1 | 11-10 | 9-8 | 10-1 | 10-1 | 9-8 | |
| 2 ×10 | 16-2 | 14-0 | 11-5 | 14-6 | 14-0 | 11-5 | |
| 2 ×12 | 18-0 | 16-6 | 13-6 | 18-0 | 16-6 | 13-6 | |
| Douglas fir-larchd, hem-fird spruce-pine-fird | 2 × 6 | 9-6 | 8-8 | 7-2 | 6-3 | 6-3 | 6-3 |
| 2 × 8 | 12-6 | 11-1 | 9-1 | 9-5 | 9-5 | 9-1 | |
| 2 × 10 | 15-8 | 13-7 | 11-1 | 13-7 | 13-7 | 11-1 | |
| 2 × 12 | 18-0 | 15-9 | 12-10 | 18-0 | 15-9 | 12-10 | |
| Redwood, western cedars, ponderosa pinee, red pinee | 2 × 6 | 8-10 | 8-0 | 7-0 | 5-7 | 5-7 | 5-7 |
| 2 × 8 | 11-8 | 10-7 | 8-8 | 8-6 | 8-6 | 8-6 | |
| 2 × 10 | 14-11 | 13-0 | 10-7 | 12-3 | 12-3 | 10-7 | |
| 2 × 12 | 17-5 | 15-1 | 12-4 | 16-5 | 15-1 | 12-4 | |
| For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square foot = 0.0479 kPa, 1 pound = 0.454 kg. |
| a. No. 2 grade with wet service factor. |
| b. Ground snow load, live load = 40 psf, dead load = 10 psf, L/Δ = 360. |
| c. Ground snow load, live load = 40 psf, dead load = 10 psf, L/Δ = 360 at main span, L/Δ = 180 at cantilever with a 220-pound point load applied to end. |
| d. Includes incising factor. |
| e. Northern species with no incising factor |
| f. Cantilevered spans not exceeding the nominal depth of the joist are permitted. |
FIGURE R507.5 TYPICAL DECK JOIST SPANS
Joist ends and bearing locations shall be provided with lateral restraint to prevent rotation. Where lateral restraint is provided by joist hangers or blocking between joists, their depth shall equal not less than 60 percent of the joist depth. Where lateral restraint is provided by rim joists, they shall be secured to the end of each joist with not less than (3) 10d (3-inch × 0.128-inch) nails or (3) No. 10 × 3-inch (76 mm) long wood screws.