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WAC 246-359-340:Nailing schedule wood framed construction and concrete masonry units. http://apps.leg.wa.gov/wac/default.aspx?Fite=2467359-34C <br /> Table 340 <br /> Nailing Schedule <br /> CONNECTION NAILING <br /> Doubled top plates, lap splice o.c. <br /> 8-16d <br /> 11. Blocking between joists or <br /> rafters to top plate, toenail 3-8d <br /> 12. Rim joist to top plate, 8d at 6" o.c. <br /> toenail <br /> 13. Top plates, laps, and <br /> intersections, face nail 2-16d <br /> 14. Continuous header, two 16d at 16" <br /> pieces o.c. along <br /> each edge <br /> 15. Ceiling joists to plate, 3-8d <br /> toenail <br /> 16. Continuous header to 4-8d <br /> stud, toenail <br /> 17. Ceiling joists, laps over <br /> partitions, face nail 3-16d <br /> 18. Ceiling joists to parallel <br /> rafters, face nail 3-16d <br /> 19. Rafter to plate, toenail 3-8d <br /> 20. 1" brace to each stud and <br /> plate, face nail 2-8d <br /> 21. 1"x 8" sheathing or less to <br /> each bearing, face nail 2-8d <br /> 22. Wider than 1"x 8" <br /> sheathing to each bearing, 3-8d <br /> face nail <br /> 2of3 4/21/2017 8:45 PN <br /> WAC 246-359-340:Nailing schedule wood framed construction and concrete masonry units. http://apps.leg.wa.gov/wac/default.aspx?cite=246-359-34C <br /> Table 340 <br /> Nailing Schedule <br /> CONNECTION NAILING1 <br /> 23. Built-up corner studs 16d at 24" <br /> o.c. <br /> 24. Built-up girder and beams 20d at 32" <br /> o.c. at top <br /> and bottom <br /> and <br /> staggered <br /> 2-20d at ends <br /> and at each <br /> splice <br /> 25. 2" planks 2-16d at each <br /> bearing <br /> 1 Common or boxed nails must be used. <br /> [Statutory Authority: RCW 70.114A.081. WSR 99-03-065, § 246-359-340, filed 1/18/99, effective 2/18/99.] <br /> J <br /> 3 of 3 4/71/)f117 R•d5 RNA <br />