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N O EERING _=__Design Wind-Pressure-(PMAX+,_P_MAX-):
>60 ft
CORPORATE OFFICE: Max Positive Pressure(PmAx+) PMAX+ = gh(9c GCppos+ GCpi) PMAX+ = gh(9D GCppos + GCpi)
401 West Atlantic Ave.,R10#219
Delray Beach,FL 33444 Max Negative Pressure(PMAX-) PMAX-= gh(ec GCpnEg-GCpi) PMAX-= gh(9c GCpneg-GCpi)
(9S4) 354-0660 1 (866)396-9999
TEAM@ENGIN EERINGEXPRESS.COM
ENGINEERINGEXPRES_S.COM Device Calculations: ASCE 7-16, Chapter 30,All Subsections
Size; Elevation Area Areal PmaX+ Pmax=
Wind Load Calculation # ` Zone f 2 f 2 KZ q� GGp+ GCp 1 Ib/ft2 Ib/ft2
'(W x H) (t) (ft ) (t )• ( ) ( )
ASCE 7-16 Ch 30 Wind Loads-Components&Cladding
7th Edition(2020)Florida Building Code 1 73 x 85 Int 7 43.09 16.72 1.03 64.79 0.9 -1.0 43.6 -47.7
__ __-____ ___________-_2__-__73 x 85 Int 7 43.09 16.72 1.03 64.79 0.9 -1.0 43.6 -47.7
Site Iriforination -
-- - �"3�-- 75 x 39 I nt 7 20.31 13.02 1.03 64.79 0.9 -1.0 46.0 -50.1
owner: David Pineda 4 37 x 39 Int 7 10.02 3.52 1.03 64.79 1.0 -1.1 48.2 -52.3
5 75 x 39 Int 7 20.31 13.02 1.03 64.79 0.9 -1.0 46.0 -50.1
Wind Speed(VULT): 170 MPH 6 75 x 64 Int 7 33.33 13.02 1.03 64.79 0.9 -1.0 44.4 -48.5
Exposure Category: D
Velocity Pressure Coef.(Kh): 1.08
Directionality Factor(Kd): 0.85
Topographical Factor(Kzr): 1.0
Structure Information
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Risk Category: II
Building Classification: Enclosed
Int.Pressure Coef.(GCpi): 0.18
Mean Roof Height(h): 20 ft.
Roof Slope(9): Sloped
Roof Slope Coefficient(0c): 1.0
Min.Building Dim.(L): 3 ft. 111 I I 1 11►/II','
End Zone Distance(a): 3 ft.
Prepared In accordance with:ASCE?-I6. t.THISN FOR MATIONISNTMDEDTOPROVDEDESIGNPRESSIRES'OR THEPURPOSEOFTHENSTALLATIONOFGLAZ UNITS&OPEJNGPROTECTION AS PROPOSED AND PROVDEDBV 864 '3]
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