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CONCEALED FASTENERS OR ATTACHMENTS
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THESE PLANS AND ALL PROPOSED WORK
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Pamela Lachance
Florida Window and Door Co.
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16 Lake Vista Trail #206
7108 Fairway Drive, Suite 120 Tel. (561) 848-4900
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Port St. Lucie, FL 34952
Palm Beach Gardens, FL 33418 floridawindowanddoor.com
ENGINEERING
EXPRESS°
160 SW 12th AVENUE, *106
DEERFIELD BEACH, FL 33442
PH: (954) 354-0660 Fm: (954) 354-0443
WWW.ENGEXP.COM
Wind Load Calculation
ASCE 7.10 Chapter 30 Wind Loads - Components and
Cladding
Sth Edition (2014) Florida Building Cade
Site Information
Owner: Pamela Lachance
Wind Speed (V):
160 MPH
Exposure Category: I
D
Velocity Pressure Coef. (Kh):
1 08
ASCE 7-10 Ch. 30.3.1 Table 30.3-1
Directionality Factor (Kd):
0.85
Topographical Factor (K2T):
1.0
Structure Information
Risk Category:
II
Building Classification:
Enclosed
Int. Pressure Coef. ((;Cpi):
018
ASCE 7-10 Tble 26,11-1
Mean Roof Height (h):
20 ft.
Roof Slope (0):
Sloped
Roof Slope Coefficient (0c):
1.0
Min. Building Dim. (L):
40 ft.
End Zone Distance (a):
4 ft.
Design Wind Pressure (PMAx+. PMAx-1: ASCE 7-10. Ch. 30.4.2130.6.2
h:560 ft.
h>60 ft.
Max Positive Pressure (PMAx+)
PMAx+ = qh(9. GCppos + GCp)
PMAx+ = gh(Oc GClgos + GCp)
Max Negative Pressure (PMAx-)
PMAx- = gh(Oo GCpneg - GCpi)
PMAx- = gh(Oc GCpw - GCp)
Deviro CAIC11lntionS:A.SCF 7-/0. Chnnter?0. AII.Suh.cection.s
#
Size
(W x H)
1. Zone
.EleJation
(ft)
Area
(ft2)
AreaT
(W)
K�
q,
GCP+
GCP-
P..z
(lb/ft)
Pma -
((b/ft )
1
37 x 38
End
14
9.76
3.34
1.03
57.39
1.0
-1.4
42.7
-57.2
2
53 x 50
End
14
18.40
6.50
1.03
57.39
1.0
-1.3
41.0
-53.8
3
53 x 50
End
14
18.40
6.50
1.03
57.39
1.0
-1.3
41.0
-53.8
4
61 x 63
End
14
26.69
9.19
1.03
57.39
0.9
-1.2
40.0
-51.7
Prepared in accordance with:
`._.._.__.__.._....
FL PE
ASCE 7-10. Section 30. Wind Loads - Components and
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