2308.7.3.1 Ceiling joist and rafter connections.
BC § 2308.7.3.1
Ceiling joists and rafters shall be nailed to each other and the assembly shall be nailed to the top wall plate in accordance with Tables 2304.10.1 and 2308.7.5. Ceiling joists shall be continuous or securely joined where they meet over interior partitions and be fastened to adjacent rafters in accordance with Tables 2304.10.1 and 2308.7.3.1 to provide a continuous rafter tie across the building where such joists are parallel to the rafters. Ceiling joists shall have a bearing surface of not less than 1 1/2 inches (38 mm) on the top plate at each end. Where ceiling joists are not parallel to rafters, an equivalent rafter tie shall be installed in a manner to provide a continuous tie across the building, at a spacing of not more than 4 feet (1219 mm) on center. The connections shall be in accordance with Tables 2304.10.1 and 2308.7.3.1, or connections of equivalent capacities shall be provided. Where ceiling joists or rafter ties are not provided at the top of the rafter support walls, the ridge formed by these rafters shall also be supported by a girder conforming to Section 2308.8. Rafter ties shall be spaced not more than 4 feet (1219 mm) on center. Rafter tie connections shall be based on the equivalent rafter spacing in Table 2308.7.3.1. Rafter-to-ceiling joist connections and rafter tie connections shall be of sufficient size and number to prevent splitting from nailing. Roof framing member connection to braced wall lines shall be in accordance with Section 2308.6.7.2. Table 2308.7.3.1Rafter Tie Connections g Rafter SlopeTie Spacing (inches)No Snow LoadGround Snow Load (pounds per square foot)30 pounds per square foot50 pounds per square footRoof span (feet)122028361220283612202836Required number of 16d common (3 1/2" × 0.162") nails a, b per connection c, d, e, fRafter SlopeTie Spacing (inches)No Snow LoadGround Snow Load (pounds per square foot)30 pounds per square foot50 pounds per square footRoof span (feet)122028361220283612202836Required number of 16d common (3 1/2" × 0.162") nails a, b per connection c, d, e, f3:121246810468115812151657101358111461115202471115197111621916233032101419251016222812273040481421293714323642183246604:12123456356846911163578468115812152447101259121671217223269131681216221016243048814192410182432142434445:12123345345735791634573579479122446810471013610141832581013610141881418244871115208142026122028367:12123334334534571633453456357924346735794710133246810481012610141848581114610141891420269:121233333334334516333433453457243356346736810323468468105810144846911581214712162012:1212333333333334163333333433452433343346346832334535684681048346747812681216 For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square foot = 47.8 N/m2. a. 40d box (5" × 0.162") or 16d sinker (3 1/4" × 0.148") nails are permitted to be substituted for 16d common (3 1/2" × 0.16") nails. b. Nailing requirements are permitted to be reduced 25 percent if nails are clinched. c. Rafter tie heel joint connections are not required where the ridge is supported by a load-bearing wall, header or ridge beam. d. When intermediate support of the rafter is provided by vertical struts or purlins to a load-bearing wall, the tabulated heel joint connection requirements are permitted to be reduced proportionally to the reduction in span. e. Equivalent nailing patterns are required for ceiling joist to ceiling joist lap splices. f. Connected members shall be of sufficient size to prevent splitting due to nailing. g. For snow loads less than 30 pounds per square foot, the required number of nails is permitted to be reduced by multiplying by the ratio of actual snow load plus 10 divided by 40, but not less than the number required for no snow load.
