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DEERFIELD BEACH, FL 33442
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Wind Load Calculation
ASCE 7-10 Ch 30 Wind Loads - Components and
Cladding
6th Edition (2017) Florida Building Code
Site Information
Owner: BRIAN & CAROL CONNOLLY
Wind Speed (V):
170 MPH
Exposure Category:
C
Velocity Pressure Coef. (Kh):
0.90
ASCE 7.10 CL 30.3.1 Table 30.3.1
Directionality Factor (Kd):
0.85
Topographical Factor (Kgr):
1.0
Structure Information
Risk Category:
lI
Building Classification:
Enclosed
Int. Pressure Coef. (GCpi):
0.18
ASCE7-10 Table 26.1 t.1
Mean Roof Height (h):
20 ft.
Roof Slope (0):
Sloped
Roof Slope Coefficient (Be):
1.0
Min. Building Dim. (L):
57 ft.
End Zone Distance (a):
5.7 ft.
pared in accordance with:ASCE 7-10. 12
C.
30. Wind Loads - Components and Cladding
Edition (2017) Florida Building Code '
0 2018 E-Tempest.cam '
ID: paradiseext-P5416 I.
04/19/2018
Page 1 of 1 I'.
Design Wind Pressure (PMAx+. PMAx-1: ASCE 7-10. Ch. 30.4.2130.6.2
h<_60 ft.
h>60ft.
Max Positive Pressure (Pbl x+)
PMAx+ = gh(9e GCpppa + GCp)
PMAX+ = gh(Be GCppm + GCp)
Max Negative Pressure (Pblm-)
PMAx- = gh(Be GCpneg - GCp)
PMAx- = gh(Bn GCpnPp - GCp)
Device Calculations:ASCE 7-10. Charter 30. All Subsections
#
Size
(Wx H)
Zone
Elevation
(ft)
Area
02)
AreaT
(ft2)
KZ
q:
GCp+:
GC,=
Pma.+
: (lb/ft2)
Pma.-
(lb/ft2)
1
36 x 61
Int
7
15.25
8.61
0.85
53.38
1.0
-1.1
39.1
-42.5
2
36 x 61
Int
7
15.25
8.61
0.85
53.38
1.0
-1.1
39.1
-42.5
3
36 x 36
End
7
9.00
3.00
0.85
53.38
1.0
-1.4
40.2
-53.8
4
36 x 36
Int
7
9.00
3.00
0.85
53.38
1.0
-1.1
40.2
-43.6
5
36 x 36
Int
7
9.00
3.00
0.85
53.38
1.0
-1.1
40.2
-43.6
6
36 x 36
End
7
9.00
3.00
0.85
53.38
1.0
-1.4
40.2
-53.8
7
36 x 36
End
1 7
1 9.00
3.00
1 0.85
53.38
1.0
1 -1.4
40.2
-53.8
8
72 x 80
End
7
40.00
14.81
0.85
1 53.38
0.9
-1.2
36.5
1 -46.5
9
71 x 80
Int
7
39.44
14.81
0.85
1 53.38
0.9
-1.0
36.6
1 -40.0
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLIOADI A 00090t
>0 FASTENERS OR ATTACHMENTS
RE THE RESPONSIBIL[TY OF THE
rONTP.ACI OR OF RECORD
ST. LLiC?E COL -STY RUTUDENG DIVISION
REVIFNVED FOR CONIPLUNCE
REVIEWED BY
DATE
PLANS AND PERMIT MUST BE KEPT ON JOB
OR NO INSPECTION WILL BE i1IADE.
SCANNED
BY
St. Luce County (plBgrTjS
Op�.\N�ENSE •.T0
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Ll
C.
Opening
Size
(W x H)
1. FL15780.8
36 x61
(DOUBLEHUNG)
2. FL15780.8
36 x61
(DOUBLEHUNG)
3. FL15780.8
36 x36
(DOUBLEHUNG)
4. FL15780.8
36 x36
(DOUBLE HUNG)
5. FL15780.8
36 x36
(DOUBLE HUNG)
6. FL15780.8
36 x36
(DOUBLEHUNG)
7. FL15780.8
36 x36
(DOUBLEHUNG)
8. FL11103.1
72 x80
(S.G.D.)
9. FL11103.1
71 x80
(S.G.D.)
MRH 20f
33,, 3 4 5 6 7
4'I /20„
8
EGRESS
9
EGRESS
< 57' >
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WoE
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m
a
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LL
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Z
(-)
0 LL
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1-D
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57'
00
a
NOT TO SCALE
Apr 11, 201f
•GESite Plan
— c`.
1
C/
1NINDOW,& DOOR"OPENING INFORMATLON
A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET
Definition of Comer Zone -10% of least horizontal dimension or 40% of the mean roof height, whichever is smaller, but not less than 4% of least horizontal dimension or 3 ft
OPENING
LOCATION
NUMBER
(Location)
Corner Zone
or Interior
ISTHIS A
WINDOW
OR DOOR
GLAZING
TYPE
PRODUCT
ACCEPTANCE
NUMBER
PRODUCT APPROVAL
APPROVED PRESSURE RATING
REQUIRED OPENING
DESIGN PRESSURE
MAXIMU
M
TESTED
SIZE
ROUGH
OPENING
DIMENSIONS
MULTIPLE
WINDOW
ARE
SHUTTERS
REQ Y/N
+ pSF
()
(-) PSF
(+ PSF
)
(-) PSF
MULLION
REQ YIN/NA
1
Int
Windows
7WUmte
FL15780.8
55
65
39.1
-42.5
14x761
36x61
Y
No
2
Int
Window
7/""LaniIG
FL15780.8
55
65
39.1
-42.5
14x76.1
36x61
Y
No
3
End
Window
7"o
FL15780.8
55
65
40.2
-53.8
54x76.5
3606
Y
No
4
Int
Window
""" `.i I°
FL15780.8
55
65
1 40.2
- -43.6
54 x 76.5
1
3606
Y
No
5
Int
Window
'"Lainie
FL15780.8
55
65
40.2
-43.6
54x76.5
36x36
No
No
6
End
Window
7/8'1n.i1e
FL15780.8
55
65
40.2
-53.8
54x76.1
3606
Y
No
7
End
Window
718' Ni In
FL15780.8
55
65
40.2
-53.8
54x76.5
36x36
Y
No
8
End
Door
I"L-iIc
FL11103.1
60
60
36.5
-46.5
96x96
72x80
No
No
9
Int
Door
I"LamiIG
FL11103.1
60
60
36.6
-40.0
96x96
71x80
No
No
PARADISE EXTERIORS
"Building Our Quality Reputation
One Customer At A Time
SCC131150472
Owner: BRIAN & CAROL CONNOLLY
Address: 16 LAKE VISTA UNIT 107
PORT SAINT LUCIE, FL 34952
Building Information
Wind Zone: 170 MPH.
Exposure Category: C
Minimum Building Dimension: 57 ft.
Mean Roof Height: 20 ft.
Risk Category: 11
Design
Pressure Calculations
Opening
Location
Device
Device
Device
Max Positive
Max Negative
Number
Zone
Width (m)
Height (in)
Elevation (fr)
Pressure (psf)
Pressure (psf)
I
Int
36
61 7
39.1
-42.5
2
Int
36
61 7
39.1
-42.5
3
End
36
36 7
40.2
-53.8
4
Int
36
36 7
40.2
-43.6
5
Int
36
36 7
40.2
-43.6
6
End
36
36 7
40.2
-53.8
7
End
36
36 7
40.2
-53.8
8
End
72
80 7
36.5
46.5
9
Int
71
80 7
36.6
40.0
Prepared in accordance with: ASCE 7-10. Chapter 30. Wind Loads - Components and Cladding. 6th Edition (2017) Florida Building Code.
Page 1 of 1