ASHBOROUGH (01) Cover Page (1)

Te
xt
Date
10/30/2014
Permit Number
The Ashborough
Project
Simply Home
Prepared for
Mike Calvin
Prepared by
90
Wind Speed
1
2
3
A
B
C
Average spacing to next parallel BWL (ft)
42.67
25.56
38.33
36.00
48.44
54.67
0.00
0.00
Tabular required length of bracing (ft)
6.40
4.33
7.17
6.70
8.77
8.20
0.00
0.00
Braced wall line ID →
mph
Story →
Adjusted required length of bracing (ft)
Braced wall line criteria ↓
Exposure factor
(see table)
B
x
1.00
Roof eave-to-ridge height factor
(see table)
16.50 ft.
x
Wall height factor
(see table)
Number of BWLs factor 2 BWLs = 1.00 3 BWLs = 1.30
4 BWLs = 1.45 ≥ 5 BWLs= 1.60
9.00 ft.
Omit interior finish material
factor = 1.40
x
1.00
1.39 11.00 ft.
x
x
0.95 10.00 ft.
3 BWLs
x
no
no
Interior gypsum board fastener spacing
reduced to 4” o.c. = 0.70
x
1.00
1.06 16.50 ft.
x
x
1.00 10.00 ft.
1.30 3 BWLs
x
x
1.00
no
x
1.00
no
Braced wall panels on Braced Wall Line
BWP ↓
Method
Partial credit per
Table R602.10.5.2
for intermittent
methods only
Method
CS-WSP
2.92
CS-PF
2
CS-WSP +
3.67
CS-PF
3
CS-WSP +
3.67
4
CS-WSP
2.92 CS-WSP
No. of BWPs spacing
1.39 11.00 ft.
x
x
1.00 10.00 ft.
1.30 3 BWLs
x
x
1.00
no
x
1.00
no
x
1.00
x
1.00
1.06 16.50 ft.
x
1.39 16.50 ft.
x
x
1.00 9.00 ft.
x
0.95 9.00 ft.
1.30 2 BWLs
x
1.30 3 BWLs
x
x
1.00
no
x
1.00
no
x
1.00
no
x
1.00
no
12.96
Contributing
length (feet)
Method
2.83
WSP
+
1.67
WSP
CS-WSP +
4.00
2.00
+
B
B
x
1.00
1.39 7.00 ft.
x
x
0.95 9.00 ft.
1.30 3 BWLs
x
x
1.00
no
x
1.00
no
9.23
Contributing
length (feet)
Method
4.00
WSP
+
4.00
WSP
WSP
+
4.00
WSP
WSP
+
4.00
+
WSP
+
4.00
+
B
x
1.00
0.82 7.00 ft.
x
0.82
x
0.95 9.00 ft.
x
0.95
1.30 3 BWLs
x
1.30 3 BWLs
x
1.30
x
1.00
no
x
1.00
no
x
1.00
x
1.00
no
x
1.00
no
x
1.00
15.06
Contributing
length (feet)
Method
4.00
WSP
+
4.00
WSP
+
4.00
B
14.08
Contributing
length (feet)
Method
4.00
WSP
+
4.00
WSP
WSP
+
4.00
WSP
WSP
+
4.00
B
0.00
Contributing
length (feet)
Method
4.00
WSP
+
4.00
WSP
+
4.00
+
0.00
Contributing
length (feet)
Method
0.00
WSP
0.00
WSP
+
4.00
WSP
+
4.00
+
4.00
+
+
+
+
+
+
+
5
+
+
6
+
+
+
+
+
+
+
+
7
+
+
+
+
+
+
+
+
13.18
Total contributing ≥ adjusted required
BWL ends
1.00
Contributing
length (feet)
1
+
B
5.97
Contributing
length (feet)
Total contributing length of wall bracing
BWPs spaced ≤ 20’ edge to edge
Y
Y
-
BWL has min. of (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
N
10.50
Y
N
-
NA
Y
-
54.67
Length of BWL (feet)
BWL Compliance
x
10.99
Adjusted required length of bracing (ft) →
Contributing length per
Table R602.10.5
B
Y
Y - N
1 2 3
4 5
Pass
-
N
N
-
Y
NA
Y
-
36.00
Y
N
-
20.00
-
N
N
12.00
N
-
Y
NA
Y
-
90.67
Y
-
N
N
16.00
N
-
Y
NA
Y
-
22.67
Y
-
N
12.00
N
-
Y
NA
Y
-
54.00
N
Y
-
N
N
0.00
N
-
Y
NA
Y
-
54.00
Y
-
N
N
-
Y
NA
N
Y
-
N
Y - N
Y _ N
Y - N
Y _ N
Y - N
Y _ N
Y - N
Y _ N
Y - N
Y _ N
1 2 3
4 5
1 2 3
4 5
1 2 3
4 5
1 2 3
4 5
1 2 3
4 5
1 2 3
4 5
1 2 3
4 5
1 2 3
4 5
1 2 3
4 5
1 2 3
4 5
1 2 3
4 5
1 2 3
4 5
1 2 3
4 5
Pass
Fail
Pass
Fail
Pass
Fail
Pass
Fail
-
Pass
N
Y
Y _ N
Fail
-
N
-
NA
0.00
Y - N
Pass
Y
0.00
Y _ N
Fail
12.00
Fail
Y - N
1 2 3
4 5
Pass
-
N
Y _ N
1 2 3
4 5
Fail