Wash. Admin. Code § 246-359-340

Current through Register Vol. 24-21, November 1, 2024
Section 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

NAILING1

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.

Wash. Admin. Code § 246-359-340

Statutory Authority: RCW 70.114A.081. 99-03-065, § 246-359-340, filed 1/18/99, effective 2/18/99.