HomeMy WebLinkAboutDrawingGALVIN WINDOW & DOOR OPENING INFORMATION
OPENING
LOCATION
NUMBER
(Location)
Corner
Zone or
Interior
WINDOW
OR DOOR
GLAZING
TYPE
PRODUCT
ACCEPTANCE
NUMBER
PRODUCT
APPROVAL
PRESSURE RATING
(+) PSF (-)PSF
REQUIRED OPENING
DESIGN PRESSURE
(+) PSF (-)PSF
MAXIMUM
TESTED SIZE
ROUGH
OPENING
DIMENSIONS
MULLION
Y OR N
ARE
SHUTTER
REQ Y/N
1
5
W
IMPACT
FL-21898.1
70
-75
40.2
-53.8
38 x 78
30 X 72
Y
N
2
5
W
IMPACT
FL-21898.1
70
-75
40.2
-53.8
38 x 78
30 X 72
Y
N
3
5
W
IMPACT
FL-15920-R2
80
-130
40.2
-53.8
74 x 122
60 X 30
Y
N
4
5
W
IMPACT
FL-25612.1
70
-75
40.2
-53.8
54 x 72
30 X 60
Y
N
5
5
W
IMPACT
FL-15920-R2
80
-130
40.2
-53.8
74 x 122
24 X 24
N
N
6
5
W
IMPACT
FL-21898.1
70
-75
40.2
-53.8
38 x 78
24 X 72
Y
N
7
5
W
IMPACT
FL-21898.1
70
-75
40.2
-53.8
38 x 78
24 X 72
Y
N
8
5
W
IMPACT
FL-21898.1
70
-75
40.2
-53.8
38 x 78
28 X 72
N
N
9
5
W
IMPACT
FL-21898.1
70
-75
40.2
-53.8
38 x 78
28 X 72
N
N
10
5
W
IMPACT
FL-25612.1
70
-75
40.2
-53.8
54 x 72
48 X 60
N
N
11
5
W
IMPACT
FL-21898.1
70
-75
40.2
-53.8
38 x 78
20 X 60
Y
N
12
5
W
IMPACT
FL-21898.1
70
-75
40.2
-53.8
38 x 78
20 X 60
Y
N
13
5
W
IMPACT
FL-21898.1
70
-75
40.2
-53.8
38 x 78
20 X 60
Y
N
14
5
W
IMPACT
FL-21898.1
70
-75
40.2
-53.8
38 x 78
20 X 60
Y
N
15
5
W
IMPACT
FL-21898.1
70
-75
40.2
-53.8
38 x 78
24 X 72
Y
N
16
5
W
IMPACT
FL-21898.1
70
-75
40.2
-53.8
38 x 78
24 X 72
Y
N
17
5
W
IMPACT
FL-25612.1
70
-75
40.2
-53.8
54 x 72
30 x 72
Y
N
18
5
D
IMPACT
FL-21848-R2
80
-95
40.2
-53.8
297 x 109
146 X 95 1/2
N
N
19
5
D
IMPACT
I FL-21848-R2
80
-95
40.2
-53.8
297 x 109
90 X 44
N
N
20
5
D
IMPACT
FL21855.5
100
-141
40.2
-53.8
41 7/8 x 109
60 X 96
N
N
21
5
W
IMPACT
FL-21898.1
70
-75
40.2
-53.8
38 x 78
24 X 50
Y
N
22
5
W
IMPACT
FL-21898.1
70
-75
40.2
-53.8
38 x 78
24 X 50
Y
N
23
5
W
IMPACT
FL-21898.1
70 1
-75
40.2
-53.8
38 x 78
28 X 60
Y
N
24
5
W
IMPACT
FL-21898.1
70
-75
40.2
-53.8
38 x 78
28 X 60
Y
N
25
5
W
IMPACT
FL-21898.1
70
-75
40.2
-53.8
38 x 78
36 X 50
N
N
26
5
W
IMPACT
FL-25612.1
70
-75
40.2
-53.8
54 x 72
24 X 72
Y
N
27
5
W
IMPACT
FL-25612.1
70
-75
40.2
-53.8
54 x 72
24-X 72
Y
N
28
5
W
IMPACT
FL-15920-R2
80
-130
40.2
-53.8
74 x 122
73 X 19
Y
N
29
5
1 W
IMPACT
FL-15920-R2
80
-130
40.2
-53.8
74 x 122
73 X 19
Y
N
30
1 5
1 D
IMPACT
FL21855.5
100
-141
40.2
-53.8 141
7/8 x 109
31 X 91
N
N
(:L� <��l (Z-"
Z")
Broward County Fenestration Voluntary Wind Load Chart*
Per ASCE 7-10 Method 1, Part 1 and FBC (2017) for Retrofiting In Accordance with Formal Interpretation #5
For Detached One -and Two family dwellings and Multiple Single -Family Dwellings (Townhouses) with Mean Roof Height 5 30 feet
Wind 170 mph (3-second gust) / Exposure C** / Kd = 0.85 / Kzt =1.0 / Pressures are in PSF / Not for use in Coastal (Exposure ID' areas)
* Using Allowable Stress Design methodology (P = 0.6w) / ** Exposure shall be determined according to ASCE 7-10 Section 26.7.3 (Exposure Categories)
Effective
Wind
Area
(ft2)
Location:
Gable or Hip
Roof
Mean Roof Height of 15 feet
Mean Roof Height of 20 feet
Mean Roof Height of 25 feet
Mean Roof Height of 30 feet
Zone
1 2 3
Zone
1 2 3
Zone
1 2 3
Zone
1 2 3
+
-
+
-
+
-
+
-
+
-
+
-
+
-
+
-
+
-
+
-
+
-
+
-
10
Gable/Hip
Roof
0 5 70
(0 to 1.5:12)
16.0
-37.8
16.0
-63.4
16.0
-95.4
16.3
-40.2
16.3
-67.4
16.3
-101.4
17.1
-42.1
17.1
-70.6
17.1
-106.3
17.8
-43.7
17.8
-73.4
17.8
-110.4
20
16.0
-36.8
16.0
-56.7
16.0
-79.1
16.0
-39.1
16.0
-60.2
16.0
-84.0
16.0
-41.0
16.0
-63.1
16.0
-88.0
16.7
-42.6
16.7
-65.6
16.7
-91.5
50
16.0
-35.6
16.0
-47.7
16.0
-57.4
16.0
-37.8
16.0
-50.7
16.0
-61.0
16.0
-39.6
16.0
-53.2
16.0
-63.9
16.0
-41.1
16.0
-55.2
16.0
-66.4
100
16.0
-34.6
16.0
-41.0
16.0
-41.0
16.0
-36.8
16.0
-43.6
16.0
-43.6
16.0
-38.5
16.0
-45.7
16.0
-45.7
16.0
-40.0
16.0
-47.4
16.0
-47.4
10
Gable/Hip
Roof***
7° < 9 5 27°
(1.5 to 6:12)
21.8
-34.6
21.8
-60.2
21.8
-89.0
23.1
-36.8
23.1
-64.0
23.1
-94.6
24.3
-38.5
24.3
-67.1
24.3
-99.2
25.2
-40.0
25.2
-69.7
25.2
-103.0
20
19.9
-33.6
19.9
-55.4
19.9
-83.3
21.1
-35.7
21.1
-58.9
21.1
-88.5
22.1
-37.4
22.1
-61.7
22.1
-92.7
23.0
-38.9
23.0
-64.1
23.0
-96.3
50
17.3
-32.4
17.3
-49.0
17.3
-75.6
18.4
-34.4
18.4
-52.1
18.4
-80.3
19.3
-36.0
19.3
-54.6
19.3
-84.2
20.0
-37.4
20.0
-56.7
20.0
-87.5
100
16.0
-31.4
16.0
-44.2
16.0
-69.8
16.3
-33.3
16.3
-47.0
16.3
-74.2
17.1
-35.0
17.1
-49.2
17.1
-77.8
17.8
-36.3
17.8
-51.1
17.8
-80.8
10
Gable Roof
Gable
< B 5 45°
(6 to 1 5 45
34.6
-37.8
34.6
-44.2
34.6
-44.2
36.8
-40.2
36.8
-47.0
36.8
-47.0
38.5
-42.1
38.5
-49.2
38.5
-49.2
40.0
-43.7
40.0
-51.1'
40.0
-51.1
20
33.6
-35.9
33.6
-42.3
33.6
-42.3
35.7
-38.1
35.7
-44.9
35.7
-44.9
37.4
-39.9
37.4
-47.1
37.4
-47.1
38.9
-41.5
38.9
-48.9
38.9
-48.9
50
32.4
-33.3
32.4
-39.7
32.4
-39.7
34.4
-35.4
34.4
-42.2
34.4
-42.2
36.0
-37.1
36.0
-44.2
36.0
-44.2
37.4
-38.6
37.4
-46.0
37.4
-46.0
100
31.4
-31.4
31.4
-37.8
31.4
-37.8
33.3
-33.3
33.3
-40.2
33.3
-40.2
35.0
-35.0
135.01
-42.1
1 35.0
-42.1
36.3
-36.3
36.3
-43.7
1 36.3
-43.7
*** For Hip
Roofs with angle > 7 degrees (1.5:12)
and 5 25 degr .5:1 one 3 shall be treated as Zone 2 (Figure
30.4-2B,
Note 7, p. 337)
Effective
Wind
Area
(ft)
Location
Mean Roof Height of 15 feet
Mean Roof)Wght of 20 feet
Mean Roof Height of 25 feet
Mean Roof Height of 30 feet
Zone
Zone
Zone
Zone
4
1 5
4Y
5
4
5
4
5
+
37.8
I -
-41.0
+
37.8
-
-50.6
+
-
+
-
+
-
+
-
+
-
10
Wall-
40.2
-53.8
42.1
-45.7
42.1
-56.4
43.7
-47.4
43.7
-58.6
20
36.1
-39.3
36.1
-47.2
M29.933
38.3
- 1
40.2
-43.8
40.2
-52.6
41.8
-45.5
41.8
-54.6
50
33.8
-37.0
33.8
-42.7
-45.4
37.7
-41.3
37.7
-47.5
39.2
-42.9
39.2
-49.4
100
32.1
-35.3
32.1
-39.3
34.1
-41.7
35.8
-39.4
35.8
-43.8
37.2
-40.9
37.2
-45.5
Soo
28.2
-31.4
28.2
-31.4
29.9
-33.3
31.4
-35.01
31.4
-35.0
32.6 1
-36.3
32.6
-36.3
Garage Door Wind Loads
for a Building with 30-foot Mean Roof Height
Exposure C
Tables 1609.7(1) & (2), and Section 1609.3.1
y a F a}
a 31 _ 2 _ _::
•1
2; 1 .;
; ;
-;----;-
a E; y a< -
a.2'_ _L 3 a 1 _
, 1
1 5., 4 ; 5 h 2 ;' 1 1 h
5; 4 ; 5
; ; a ` ' a `��� a �
- ----; - Gable Roof Hip Roof
Effective Wind Area
Roof Angle
Wind Load
Width
Height
+
-
8
8
0-10
degrees -
35.2
-39.8
10
10
34.1
-38.2
14
14
32.3
-36A
For Effective
Wind
Areas between those given, values may be interpolated: Otherwise use the value associated with the lower Effective Wind Area.
9
7
> 10
degrees
38.4
-43.4
1 End Zone (a) shall be the smaller of 10% of Least Hor. Dist. or 40% of Mean Roof Height (W), but not less than 4% of Least Hor. Dist. or 3 ft.
16
7
136.8
-41.01
Identify the zone per the figure or information by others. Any questionable zone is to be considered the more critical zone.
Design is based on the 3-second gust (wind
velocity) for Risk
Category II (general residential & commercial construction) per FBC 1620.2 Broward. These tables not for use with essential facilities or assembly occupancies.
FBC 6th Edition (2017) Formal Interpretation #5 Effective date; January 1, 2018
r