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HomeMy WebLinkAboutDP ChartWINDLOADCALC.com
BUILDING INFORMATION
Design Wind Speed
Wind Velocity (mph)
Exposure
Nominal
170
C
Internal Pressure
Enclosed
Height above ground I.) -(ft.)
0.0
Standard Wall Height-(ft.)
Mean Roof Height (h) - (ft.)
15.0
Building Width (ft.)
60.0
Building Length (ft.)
80.0
Roof Slope (x:12)
4.0
Roof Angle (degrees)
18.43
(a) Edge Strip (ft.)
6.00
End Zone (n.)
12.00
Parapet Along Roof Perimeter (ft.)
ASCE 7-16
Wall Openings
(all wall openings: windows, doors, shutters, etc.)
Wind Load Program
2001 - 2018
Windloadcalc.come
WIND LOAD DESIGN INFORMATION
JOB INFORMATION
Client
HALEY, SIEVE
Address
5113 BUCHANAN DR
Company
storm Tight Windows
Job Number
11244
Preparer
Angelique Padavano
TOPOGRAPHIC FACTOR
NIII Shape
H, (n.)
1h, (ft.)
(n.)
n.
Flat - No NIII
0.0
0.0
0.0
0.0
O
Z
APPLYING WIND LOAD FOR:
ZONE
OPENING ELEVATION
(ft.)
WIDTH
(in)
LENGTH EFFECTIVE
WIND AREA
(in) (sq.ft.)
Nominal Wind Load Pressures
NOA Approval Number
Max Pressure Per NOA
Manufacturer
Model Number
MAXIMUM POSITIVE
PRESSURE (psf)
MAXIMUM NEGATIVE
PRESSURE (psf)
1. PICTURE WINDOW
5
5
70.0
34.0
16.5
36.6
-48.1
FL11409.4
55 -55
REGENCY
SERIES5110
2. DOUBLE HUNG
5
5
43.0
59.0
17.6
36.4
-47.8
20-1103.08
55 -55
REGENCY
20-1103.08
3. DOUBLE HUNG
5
5
23.0
54.0
8.6
37.8
-50.6
20-1103.08
55 -55
REGENCY
20-1103.08
4. DOUBLE HUNG
5
5
35.0
59.0
14.3
36.9
-48.8
20-1103.08
55 -55
REGENCY
20-1103.08
5. DOUBLE HUNG
5
5
35.0
59.0
14.3
36.9
-48.8
20-1103.08
55 -55
REGENCY
20-1103.08
z
O
6. DOUBLE HUNG
5
5
23.0
35.0
5.6
37.8
-50.6
20-1103.08
55 -55
REGENCY
20-1103.08
Q
7. PICTURE WINDOW
5
5
24.0
24.0
4.0
37.8
-50.6
20-1103.06
55 -55
REGENCY
SERIES5108
ยข
8. DOUBLE HUNG
5
5
43.0
1 59.0
17.6
36.4
-47.8
20-1103.08
55 -55
REGENCY
20-1103.08
O
2
l7
z
z
a
O
Q
3
z
O
F
a
0
z
a,
z
z
0
0
a
3
www.windloadcalc.com 8/11/2021 Pagel