13-479-001QfftENJE1T®IDUJj(D5 (@III ®UJID
7300 S.W. 105 TERRACE.* MIAMI, FLORIOA 33156 -3841
OFFICE (3(:5) 663 -2991 9EEPER 8R9 -9695 FA\ 66�
MECAWind Version 2.1.0.6 per ASCE 7 -10
Developed by MECA Enterprises, Inc. Copyright 2012 www.mecaenterprises.com
Date
�.4/26/2013 George Jenetopulos
Company Name Jenetopulos Group, da Architect #14185
Florida Firm #F000145 Ctiption Bolduc Residence
7300 SW 105 Terrace 8300 S.W. 61 Avenue
Miami, F1 33156 (305)6632991 South Miami, Florida
Directional Procedure All Heights Building (Ch 27 Part 1)
All pressures shown are based upon ASD Design, with a Load Factor of .6
Basic Wind Speed(V) = 175.00 mph --"
Structural Category =
II
`-
Exposure Category =
D
Natural Frequency =
N/A
Flexible Structure =
No
i
Importance Factor =
1.00
Kd Directional Factor =
0.85
r
Alpha =
11.50
Zg =
700.00
ft.
At =
0.09
Bt =
1.07
r
Am =
0.11
Bm =
0.80
Cc =
0.15
1 =
650.00
ft
Epsilon =
0.13
Zmin =
7.00
ft
Slope of Roof =
3 : 12
-
Slope of Roof(Theta) =
14.00
Deg
Ht: Mean Roof Ht =
12.00
ft-
Type of Roof =
Hipped
-
RHt: Ridge Ht =
15.00
ft
Eht: Eave Height =
9.00
ft
OH: Roof Overhang at Eave=
.00
ft
Roof Area =
4745.00
ft ^2
Bldg Length Along Ridge =
80.00
ft
Bldg Width Across Ridge=
40.00
ft
Table 26.11 -1 Internal Pressure Coefficients for Buildings, GCpi
GCPi : Internal Pressure Coefficient = +/ -0.18
Wind Pressure on Components and Cladding (Ch 30 Part 1)
All pressures shown are based upon ASD-- Des4gn, with a Load Factor of .6
Width of Pressure CoefficientCZone "a" = 4 ft
DDoor Width Span Area Zone Max Min Max P Min P
ent ft ft ft ^ 2 GCp GCp psf psf------ - - - - -- -------------- - - - - -- - - - - -- --------------- --------- - - - - --
oller A 6.17 3.20 19.7 5 0.95 -1.30 46.46 -60.79
oller B 6.17 4.22 26.0 5 0.93 -1.25 45.58 -59.04
oller C 3.08 2.17 6.7 4 1.00 -1.10 48.61 -52.73
oller D 3.08 3.20 9.9 4 1.00 -1.10 48.61 -52.73
Glass Dr F 3.00 6.67 20.0 4 0.95 -1.05 46.42 -50.54
Door G 3.00 6.67 20.0 4 0.95 -1.05 46.42 -50.54
Door H 2.67 6.67 17.8 4 0.96 -1.06 46.78 -50.90
Khcc:Comp. & Clad. Table 6 -3 Case 1 = 1.03
Qhcc:.00256 *V ^2 *Khcc *Kht *Kd = 41.19psf
George Jenetopulos, Florida Architect #14185
Jenetopulos Group, Florida Firm #F000145
7300 SW 105 Terrace, Miami, FL 33156 -3841
(305) 663 -2991 office. (305) 479 -5384 cell
C ca