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Length of BWL (ft) BWL has min. 2 BWPs or BWL ≤ 16' has 1-48" BWP BWP at or begins within 10' of end Continuous sheathing only: end condition per Figure R602.10.7
BWL compliance
Y
-
N
Y - N 1
2 4
Y - N 3
5
Pass
Y
1
2 4
3 5
Fail
-
Y - N 1
2 4
Y - N 3
5
Pass
Y
N
1
2 4
3 5
Fail
-
N
Y - N 1
2 4
Y - N 3
5
Pass
Y
1
2 4
3 5
Fail
-
N
Y - N 1
2 4
Y - N 3
5
Pass
Y
1
2 4
3 5
Fail
-
N
Y - N 1
2 4
Y - N 3
5
Pass
Y
1
2 4
3 5
Fail
-
N
Y - N 1
2 4
Y - N 3
5
Pass
Y
1
2 4
3 5
Fail
-
N
Y - N 1
2 4
Y - N 3
5
Pass
Y
1
2 4
3 5
Fail
-
N
Y - N 1
2 4
Y - N 3
5
Pass
1
2 4
3 5
Fail
TABLE R602.10.3(1) BRACING REQUIRED BASED ON WIND
≤90 MPH
Minimum total length of braced wall panels a required along each bracedwall line (ft)
Exposure Category
DWB, WSP, SFB, PBS, PCP, HPS, CS-SFB
CS-WSP, CS-G, CS-PF
3.5
3.5
2.0
2.0
7.0
7.0
4.0
3.5
30
9.5
9.5
5.5
5.0
40
12.5
12.5
7.5
6.0
50
15.5
15.5
9.0
60
18.5
18.5
10
7.0
20
LIB
10 20
Contributing Credit Length (in)
Wall Height (ft)
DWG, WSP, SFB, PBS, PCP, HPS
8 ft
9 ft
10 ft
11 ft
12 ft
48 in
48 in
48 in
53 in
58 in
Actual b Double sided = Actual
48 in
48 in
48 in
53 in
58 in
7.5
LIB
55 in
62 in
69 in
NP
NP
10.5
9.0
ABW
28 in
32 in
34 in
38 in
42 in
7.0
4.0
3.5
Support in roof only
16 in
16 in
16 in
18 in c
20 in
c
13.0
13.0
7.5
6.5
Supporting roof + 1 story
24 in
24 in
24 in
27 in c
29 in
c
48 in
30
18.5
18.5
10.5
9.0
PFG
24 in
27 in
30 in
33 in c
36 in
c
1.5 x actual b
40
24.0
24.0
14.0
12.0
CS-G
24 in
27 in
30 in
33 in
PFH
50
29.5
29.5
17.0
14.5
60
35.0
35.0
20.0
17.0
Adjacent Opening Height
10
NP
10.5
6.0
5.0
20
NP
19.0
11.0
9.5
30
NP
27.5
15.5
40
NP
35.5
50
NP
60
NP
CS-PF
≤ 64 in
24 in
27 in
30 in
33 in
36 in
68 in
36 in
27 in
30 in
33 in
36 in
13.5
72 in
27 in
27 in
30 in
33 in
36 in
20.5
17.5
76 in
30 in
29 in
30 in
33 in
36 in
44.0
25.0
21.5
80 in
32 in
30 in
30 in
33 in
36 in
52.0
30.0
25.5
84 in
35 in
32 in
32 in
33 in
36 in
Footnotes:
88 in
38 in
35 in
33 in
33 in
36 in
a. Linear interpolation allowed
92 in
43 in
37 in
35 in
35 in
36 in
96 in
48 in
41 in
38 in
36 in
36 in
100 in
44 in
40 in
38 in
38 in
104 in
49 in
43 in
40 in
39 in
54 in
46 in
43 in
41 in
B
1.00
One-story structure
C
1.20
D
1.50
108 in
Roof + 2 floors
Any story
c
20 in
Factor a,b
Roof + 1 floor
36 in
18 in
Cond.
Two-story structure
c
CS-WSP CS-SFB
22 in
24 in
B
1.00
112 in
50 in
45 in
43 in
C
1.30
116 in
55 in
48 in
45 in
D
1.60
120 in
60 in
52 in
48 in
B
1.00
Footnotes:
124 in
56 in
51 in
C
1.40
a. Linear interpolation allowed
128 in
61 in
54 in
D
1.70
b. Use actual provided it is ≥ min. length
132 in
66 in
58 in
≤5 ft
0.70
136 in
62 in
10 ft
1.00
c. Max header height is 10', however it may be increased to 12' with pony wall per Table R602.10.6.4
