Washington Administrative Code
Title 246 - Health, Department of
FACILITY STANDARDS AND LICENSING
Chapter 246-359 - Temporary worker housing construction standard
Section 246-359-340 - Nailing schedule wood framed construction and concrete masonry units

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