HomeMy WebLinkAboutWIND LOAD DESIGN PRESSURE CALCULATIONSENGIN, RING
EXPRL -2S ® St. Luce County
Order (Ref) #: 42439 (043266-3673958333) Project Details: LAVERNE JACKSON
Contractor: THE HIME DEPOT 5799 US HWY 1
9208 FLORIDA PALM DRIVE TAMPA, FL FT. PIERCE, FL
Subject: Wind Load Design Pressure Calculations (Components & Cladding)
Site Information
Building Classification:
enclosed
Wind Speed (V It):
150 mph
Exposure Category:
c
Roof Type:
sawtooth
Roof Slope (0):
0.0 deg
Mean Roof Height (h):
15.0 ft
Min. Building Dimension (L):
60.0 ft
Parapet >- 3 feet?
No
General Calculation
Directionality Factor (Kd):
0.85
Gust -Effect Factor (G):
0.85
Internal Pressure
Coefficient (GCP,):
± 0.18
Topographical Factor (Kt):
1.0
Velocity Pressure Exposure
Coefficient ( nK):
0.85
Velocity Pressure (qh):
41.56 psf
End Zone (a):
6.0 ft
ASD Method:
P = 0.6w
Mark,
Qty
Elev (ft)
Size: W x H(in)
Zone
Shutter?
Area (ft)
Ka (Kh)
q t (q'h)
GCP+
GCP_
Pressures (psf)
1
(1)
15.0
86.0 x 60.0
5
Yes
10.0
0.85
41.56
0.90
-1.26
+26.9 / -35.9
2
(1)
15.0
121.0 x 72.0
5
Yes
12.0
0.85
41.56
0.89
-1.23
+26.6 / -35.3
3
(1)
15.0
134.0 x 55.0
5
Yes
10.0
0.85
41.56
0.90
-1.26
+26.9 / -35.9
4
(1)
15.0
108.0 x 74.0
5
Yes
12.7
0.85
41.56
0.88
-1.23
+26.5 / -35.1
5
(1)
15.0
56.0 x 74.0
5
Yes
12.7
0.85
41.56
0.88
-1.23
+26.5 / -35.1
6
(1)
15.0
76.0 x 74.0
5
Yes
12.7
0.85
41.56
0.88
-1.23
+26.5 / -35.1
7
(1)
15.0
76.0 x 74.0
5
Yes
12.7
0.85
41.56
0.88
-1.23
+26.5 / -35.1
8
(1)
15.0
76.0 x 74.0
5
Yes
12.7
0.85
41.56
0.88
-1.23
+26.5 / -35.1
NOTES: Design Is in accordance with ASCE 7-10 (ASD method) and the Florida Building Code Sixth Edition (2017). Results
are not valid for use unless approved via original signature and raised engineer seal of a PE from Engineering Express.
Results are based on contractor -supplied data and shall be field verified by others prior to use. Selection & installation of
products shall be approved using these dimensions and pressures as verified by others.
Note: For openings to be properly rated In Zone 4, no part of the opening shall be within 6 feet of any building corner.
This engineer has not field visited this location and if this cannot be clearly identified by others, the opening shall be re-
evaluated prior to installation of any fenestration. All other information provided above including mean roof height,
building minimum dimensions, opening sizes, & other supporting data was provided by others. For definitions of the
above terms, visit EngineeringExpress.com/Wiki "
Valid Only With
aised Enginer.r
Se
Fri'Jun
1 "''018'
Gordon D B
isto, F.E.
PE
2a
Cer¢� a
9885
160 SW 12TH AVENUE, SUITE 106, DEERFIELD BEACH, FLORIDA 33442
42439 (043266-3673958333) PHONE: (954) 354-0660 - FAX: (954) 354-0443
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1y ENG1N"°-i=RING
EXPRi 3%E; @
IQIWP�
Order (Ref) #: 42439 (043266-3673958333)
Contractor: THE HIME DEPOT
Project Details: LAVERNE JACKSON
9208 FLORIDA PALM DRIVE TAMPA, FL
5799 US HWY 1
FT. PIERCE, FL
Subject: Wind Load Design Pressure Calculations (Components & Cladding)
Site Information
Building Classification:
enclosed
Wind Speed (V lt):
150 mph
Exposure Category:
c
Roof Type:
sawtooth
Roof Slope (B):
0.0 deg
Mean Roof Height (h):
15.0 ft
Min. Building Dimension (L):
60.0 ft
Parapet 2 3 feet?
No
General Calculation
Directionality Factor (Kd):
0.85
Gust -Effect Factor (G):
0.85
Internal Pressure
Coefficient (GC,,):
± 0.18
Topographical Factor (Krt):
1.0
Velocity Pressure Exposure
Coefficient ( nK):
0.85
Velocity Pressure (qh):
41.56 psf
End Zone (a):
6.0 ft
ASD Method:
P = 0.6w
Mar
Qty
Elev (ft)
Size: W.X H (in)
Zone
Shutter?
Area (ft)
K, (Kn)
q, (qh)
GCp,
GCP_
Pressures (psf)
1
(1)
15.0
86.0 x 60.0
5
Yes
10.0
0.85
41.56
0.90
-1.26
+26.9 / -35.9
2
(1)
15.0
121.0 x 72.0
5
Yes
12.0
0.85
41.56
0.89
-1.23
+26.6 / -35.3
3
(1)
15.0
134.0 x 55.0
5
Yes
10.0
0.85
41.56
0.90
-1.26
+26.9 / -35.9
4
(1)
15.0
108.0 x 74.0
5
Yes
12.7
0.85
41.56
0.88
-1.23
+26.5 /-35.1
5
(1)
15.0
56.0 x 74.0
5
Yes
12.7
0.85
41.56
0.88
-1.23
+26.5 /-35.1
6
(1)
15.0
76.0 x 74.0
5
Yes
12.7
0.85
41.56
0.88
-1.23
+26.5 / -35.1
7
(1)
15.0
76.0 x 74.0
5
Yes
12.7
0.85
41.56
0.88
-1.23
+26.5 /-35.1
8
(1)
15.0
76.0 x 74.0
5
Yes
12.7
0.85
j 41.56
0.88
-1.23
+26.5 /-35.1
NOTES: Design is in accordance with ASCE 7-10 (ASD method) and the Florida Building Code Sixth Edition (2017). Results
are not valid for use unless approved via original signature and raised engineer seal of a PE from Engineering Express.
Results are based on contractor -supplied data and shall befield verified by others prior to use. Selection & installation of
products shall be approved using these dimensions and pressures as verified by others.
Note: For openings to be properly rated in Zone 4, no part of the opening shall be within 6 feet of any building corner.
This engineer has not field visited this location and if this cannot be clearly Identified by others, the opening shall be re-
evaluated prior to installation of any fenestration. All other information provided above including mean roof height,
building minimum dimensions, opening sizes, & other supporting data was provided by others. For definitions of the
above terms, visit EngineeringExpress.com/Wiki "
Valid
Engineer
4Jun15
18Goo,
P.E.
5
160 SW 12TH AVENUE, SUITE 106, DEERFIELD BEACH, FLORIDA 33442
42439 (043266-3673958333) PHONE: (954) 354-0660 - FAX: (954) 354-0443
AutoPrint ENGINEERINGEXPRESS.COM PAGE 1 OF 1
` Y ENGIN ' =RING
EXPRL-JS
Order (Ref) #: 42439 (043266-3673958333)
Contractor: THE HIME DEPOT
Project Details: LAVERNE JACKSON
9208 FLORIDA PALM DRIVE TAMPA, FL
5799 US HWY 1
FT. PIERCE, FL
Subject: Wind Load Design Pressure Calculations (Components & Cladding)
Site Information
Building Classification:
enclosed
Wind Speed (V It):
150 mph
Exposure Category:
c
Roof Type:
sawtooth
Roof Slope (9):
0.0 deg
Mean Roof Height (h):
15.0 ft
Min. Building Dimension (L):
60.0 ft
Parapet >: 3 feet?
No
General Calculation
Directionality Factor (Kd):
0.85
Gust -Effect Factor (G):
0.85
Internal Pressure
Coefficient(GCpi . )•
-+0.18
Topographical Factor (Ktt):
1.0
Velocity Pressure Exposure
Coefficient K
Coe ( n)�
0.85
Velocity Pressure (qh):
41.56 psf
End Zone (a):
6.0 ft
ASD Method:
P = 0.6w
Mark
Qty
Elev (ft)
Size: W x H (in)
Zone
Shutter?
Area (ft)
K, (Kh)
p z (4 h)
GCp;
GCp-
'Pressures (psf)
1
(1)
15.0
86.0 x 60.0
5
Yes
10.0
0.85
41.56
0.90
-1.26
+26.9 /-35.9
2
(1)
15.0
121.0 x 72.0
5
Yes
12.0
0.85
41.56
0.89
-1.23
+26.6 /-35.3
3
(1)
15.0
134.0 x 55.0
5
Yes
10.0
0.85
41.56
0.90
-1.26
+26.9 /-35.9
4
(1)
15.0
108.0 x 74.0
5
Yes
12.7
0.85
41.56
0.88
-1.23
+26.5 / -35.1
5
(1)
15.0
56.0 x 74.0
5
Yes
12.7
0.85
41.56
0.88
-1.23
+26.5 / -35.1
6
(1)
15.0
76.0 x 74.0
5
Yes
12.7
0.85
41.56
0.88
-1.23
+26.5 / -35.1
7
(1)
15.0
76.0 x 74.0
5
Yes
12.7
0.85
41.56
0.88
-1.23
+26.5 / -35.1
8
(1)
15.0
76.0 x 74.0
5
Yes
12.7
0.85
41.56
0.88
-1.23
+26.5 / -35.1
NOTES: Design Is in accordance with ASCE 7-10 (ASD method) and the Florida Building Code Sixth Edition (2017). Results
are not valid for use unless approved via original signature and raised engineer seal of a PE from Engineering Express.
Results are based on contractor -supplied data and shall be field verified by others prior to use. Selection & installation of
products shall be approved using these dimensions and pressures as verified by others.
Note: For openings to be properly rated in Zone 4, no part of the opening shall be within 6 feet of any building corner.
This engineer has not field visited this location and if this cannot be clearly identified by others, the opening shall be re-
evaluated prior to installation of any fenestration. All other information provided above including mean roof height,
building minimum dimensions, opening sizes, & other supporting data was provided by others. For definitions of the
above terms, visit EngineeringExpress.com/Wiki "
160SW 12TH AVENUE, SUITE 106, DEERFIELD BEACH, FLORIDA 33442
42439(043266-3673958333) PHONE: (954) 354-0660 - FAX: (954) 354-0443
Valid 4Ju5
Engineer
018
Goo, P.E.
85
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