Ground snow load
|
30
|
Wind speed
|
90
|
Topographic effects
|
No
|
Seismic design category
|
B
|
Weathering
|
Severe
|
Frost line depth
|
36 inches
|
Termite
|
Moderate heavy
|
Winter design temp
|
14° F.
|
Ice shield under-layment required
|
No
|
Flood hazards
|
Ord. 127, 1973; Amended by Ord. 202, 12/16/1996
|
Air freezing index
|
500
|
Mean annual temp.
|
50° F.
|
Maximum spans for floor joist (pressure treated lumber):
|
2 inches x 6 inches = 7 feet 8 inches
|
2 inches by 8 inches = 10 feet 2 inches
| |
2 inches x 10 inches = 13 feet 0 inches
| |
2 inches x 12 inches = 15 feet 9 inches
|
R328.8 Support post. Where the deck surface is
four feet or less four-inch by four-inch posts are permitted; if the
deck is more than 48 inches above finished grade, a minimum post size
shall be six inches by six inches.
|
R328.9 Maximum Post/Support Spacing:
|
Joist span
|
6 feet
|
8 feet
|
10 feet
|
12 feet
|
14 feet
|
16 feet
| |
Beam size
| |||||||
With two-foot cantilever (without cantilever)
| |||||||
Two 2 inches x 6 inches
|
5 feet
|
4 feet 3 inches
|
3 feet 8 inches
|
3 feet 3 inches
|
—
|
—
| |
(6 feet 10 inches)
|
(5 feet 11 inches)
|
(5 feet 3 inches)
|
(4 feet 5 inches)
|
(3 feet 9 inches)
|
(3 feet 4 inches)
| ||
Two 2 inches x 8 inches
|
6 feet 7 inches
|
5 feet 7 inches
|
4 feet 10 inches
|
4 feet 3 inches
|
3 feet 10 inches
|
3 feet 5 inches
| |
(9 feet)
|
(7 feet 9 inches)
|
(7 feet)
|
(5 feet 10 inches)
|
(5 feet)
|
(4 feet 4 inches)
| ||
Two 2 inches x 10 inches
|
8 feet 5 inches
|
7 feet 2 inches
|
6 feet 3 inches
|
5 feet 6 inches
|
4 feet 11 inches
|
4 feet 5 inches
| |
(11 feet 6 inches
|
(9 feet 11 inches)
|
(9 feet 11 inches)
|
(7 feet 5 inches)
|
(6 feet 5 inches)
|
(5 feet 7 inches)
| ||
Two 2 inches x 12 inches
|
10 feet 3 inches
|
8 feet 9 inches
|
7 feet 7 inches
|
6 feet 8 inches
|
6 feet
|
5 feet 4 inches
| |
(14 feet)
|
(12 feet 1 inches)
|
(10 feet 10 inches)
|
(9 feet 1 inches)
|
(7 feet 9 inches)
|
(6 feet 10 inches)
| ||
Three 2 inches x 12 inches
|
12 feet 10 inches
|
11 feet 10 inches
|
11 feet
|
10 feet
|
8 feet 11 inches
|
8 feet 1 inches
| |
(17 feet 11 inches)
|
(14 feet 10 inches)
|
(13 feet 3 inches)
|
(12 feet 1 inches)
|
(11 feet 2 inches)
|
(10 feet 3 inches)
|
Values based on: dead load 10 psf/live load 60 psf = 70 pounds
per square foot total
|
fb = 975 psi southern yellow pine (moisture content 19%)
|
fv = 86 psi southern yellow pine (moisture content 19%)
|
R328.10 Maximum Post/Support Spacing Intermediate Beam:
|
Joist span
|
6 feet
|
8 feet
|
10 feet
|
12 feet
|
14 feet
|
16 feet
|
Two 2 inches x 6 inches
|
3 feet 5 inches
|
2 feet 11 inches
|
2 feet 7 Inches
|
—
|
—
|
—
|
Two 2 inches x 8 inches
|
4 feet 6 inches
|
3 feet 11 inches
|
3 feet 6 inches
|
2 feet 11 inches
|
—
|
—
|
Two 2 inches x 10 inches
|
5 feet 9 inches
|
5 feet
|
4 feet 5 inches
|
3 feet 8 inches
|
3 feet 2 inches
|
—
|
Two 2 inches x 12 inches
|
7 feet
|
6 feet
|
5 feet 5 inches
|
4 feet 6 inches
|
3 feet 10 inches
|
3 feet 5 inches
|
R328.11 Bridging: Where floor joists are longer
than 11 feet six inches, one row of solid bridging is required to
be placed mid span every 11 feet six inches. Lateral bracing shall
be provided.
|
R328.12 Ledger/Ban/Ribbon Board Attachment to Structure: Ledger/ban/ribbon board shall be to same size as the floor joist.
Ledger/ban/ribbon board shall be firmly attached to house using through
bolts and placed 16 inches on center. Minimum size bolts shall be
1/2 inch by 4 1/2 inches. Lag bolts or other approved anchors
are permitted with approval from the Code Administration Officer prior
to the installation.
|