Washington Administrative Code
Title 246 - Health, Department of
FACILITY STANDARDS AND LICENSING
Chapter 246-359 - Temporary worker housing construction standard
Section 246-359-250 - Roof framing for wood framed construction and concrete masonry units (CMU)
Current through Register Vol. 24-18, September 15, 2024
(1) Roof framing must have a minimum slope of three units vertical to twelve units horizontal, and must be framed with one of the following methods:
Table 250-A Western Wood Products Table for Hem-Fir #2 Rafter (L/240 Deflection Limit) 30# Snow Load and 10# Dead Load | ||
Rafter Size | Spacing-inches on center | Span-feet-inches |
2 x 6 | 12 | 12-7 |
2 x 6 | 16 | 11-5 |
2 x 6 | 24 | 9-7 |
2 x 8 | 12 | 16-7 |
2 x 8 | 16 | 14-11 |
2 x 8 | 24 | 12-2 |
2 x 10 | 12 | 21-0 |
2 x 10 | 16 | 18-2 |
2 x 10 | 24 | 14-10 |
2 x 12 | 12 | 24-4 |
2 x 12 | 16 | 21-1 |
2 x 12 | 24 | 17-3 |
Table 250-B Western Wood Products Table for Hem-Fir #2 Rafter (L/240 Deflection Limit) 40# Snow Load and 10# Dead Load | ||
Rafter Size | Spacing-inches on center | Span-feet-inches |
2 x 6 | 12 | 11-5 |
2 x 6 | 16 | 10-5 |
2 x 6 | 24 | 8-7 |
2 x 8 | 12 | 15-1 |
2 x 8 | 16 | 13-4 |
2 x 8 | 24 | 10-10 |
2 x 10 | 12 | 18-9 |
2 x 10 | 16 | 16-3 |
2 x 10 | 24 | 13-3 |
2 x 12 | 12 | 21-9 |
2 x 12 | 16 | 18-10 |
2 x 12 | 24 | 15-5 |
Table 250-C Western Wood Products Table for Hem-Fir #2 Rafter (L/240 Deflection Limit) 60# Snow Load and 10# Dead Load | ||
Ceiling Joist Size | Spacing-inches on center | Span-feet-inches |
2 x 8 | 12 | 13-0 |
2 x 8 | 16 | 11-3 |
2 x 8 | 24 | 9-2 |
2 x 10 | 12 | 15-10 |
2 x 10 | 16 | 13-9 |
2 x 10 | 24 | 11-3 |
2 x 12 | 12 | 18-5 |
2 x 12 | 16 | 15-11 |
2 x 12 | 24 | 13-0 |
2 x 14 | 12 | 20-7 |
2 x 14 | 16 | 17-10 |
2 x 14 | 24 | 14-6 |
(2)The department of health will allow site built trusses accompanied by structural calculations prepared by a structural engineer or architect.
(3) Trimmer and header rafters must be doubled when the span of the header exceeds four feet. The ends of the header rafters more than six feet long must be supported by framing anchors or rafter hangers unless bearing on a beam, partition, or wall.
(4) Rafters must be nailed to adjacent ceiling joists to form a continuous tie between exterior walls when such joists are parallel to the rafters. Where not parallel, rafters must be nailed to minimum one-by-four cross ties.
(5)Rafter cross ties must be spaced not more than four feet on center, located immediately above the ceiling joists.
(6)Rafter and truss ties must be installed per manufacturer's instructions.
(7)Roof assembly must have rafter and truss ties to the wall below and spaced not more than four feet on center.
Statutory Authority: RCW 70.114A.081. 99-03-065, § 246-359-250, filed 1/18/99, effective 2/18/99.