WAC 246-359-340. Nailing schedule wood framed construction and concrete masonry units

All nailing must be completed according to Table 340. Table 340 Nailing Schedule connection nailing 1 1. Joist to sill or girder, toenail 3-8d 2. Bridging to joist, toenail each end 2-8d 3. 1" x 6" subfloor or less to each joist, face nail 2-8d 4. Wider than 1" x 6" subfloor to each joist, face nail 3-8d 5. 2" subfloor to joist or girder, blind and face nail 2-16d 6. Sole plate to joist or blocking, typical face nail Sole plate to joist or blocking, at braced wall panels 16d at 16" o.c. 3-16d per 16" 7. Top plate to stud, end nail 2-16d 8. Stud to sole plate 4-8d, toenail or 2-16d, end nail 9. Double studs, face nail 16d at 24" o.c. 10. Doubled top plates, typical face nail Doubled top plates, lap splice 16d at 16" o.c. 8-16d 11. Blocking between joists or rafters to top plate, toenail 3-8d 12. Rim joist to top plate, toenail 8d at 6" o.c. 13. Top plates, laps, and intersections, face nail 2-16d 14. Continuous header, two pieces 16d at 16" o.c. along each edge 15. Ceiling joists to plate, toenail 3-8d 16. Continuous header to stud, toenail 4-8d 17. Ceiling joists, laps over partitions, face nail 3-16d 18. Ceiling joists to parallel rafters, face nail 3-16d 19. Rafter to plate, toenail 3-8d 20. 1" brace to each stud and plate, face nail 2-8d 21. 1" x 8" sheathing or less to each bearing, face nail 2-8d 22. Wider than 1" x 8" sheathing to each bearing, face nail 3-8d 23. Built-up corner studs 16d at 24" o.c. 24. Built-up girder and beams 20d at 32" o.c. at top and bottom and staggered 2-20d at ends and at each splice 25. 2" planks 2-16d at each bearing Table 340 Nailing Schedule connection nailing 1 1. Joist to sill or girder, toenail 3-8d 2. Bridging to joist, toenail each end 2-8d 3. 1" x 6" subfloor or less to each joist, face nail 2-8d 4. Wider than 1" x 6" subfloor to each joist, face nail 3-8d 5. 2" subfloor to joist or girder, blind and face nail 2-16d 6. Sole plate to joist or blocking, typical face nail Sole plate to joist or blocking, at braced wall panels 16d at 16" o.c. 3-16d per 16" 7. Top plate to stud, end nail 2-16d 8. Stud to sole plate 4-8d, toenail or 2-16d, end nail 9. Double studs, face nail 16d at 24" o.c. 10. Doubled top plates, typical face nail Doubled top plates, lap splice 16d at 16" o.c. 8-16d 11. Blocking between joists or rafters to top plate, toenail 3-8d 12. Rim joist to top plate, toenail 8d at 6" o.c. 13. Top plates, laps, and intersections, face nail 2-16d 14. Continuous header, two pieces 16d at 16" o.c. along each edge 15. Ceiling joists to plate, toenail 3-8d 16. Continuous header to stud, toenail 4-8d 17. Ceiling joists, laps over partitions, face nail 3-16d 18. Ceiling joists to parallel rafters, face nail 3-16d 19. Rafter to plate, toenail 3-8d 20. 1" brace to each stud and plate, face nail 2-8d 21. 1" x 8" sheathing or less to each bearing, face nail 2-8d 22. Wider than 1" x 8" sheathing to each bearing, face nail 3-8d 23. Built-up corner studs 16d at 24" o.c. 24. Built-up girder and beams 20d at 32" o.c. at top and bottom and staggered 2-20d at ends and at each splice 25. 2" planks 2-16d at each bearing 1 Common or boxed nails must be used.