HomeMy WebLinkAboutwind load design pressureEXPRESS ENGININING Ffle CwO RECEIVED
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Order (Ref) #: 59501(43870-7846180556) Project Details: VISIONS C0 I�DQMIeN�o nty, Permitting
Contractor: CWS INC. 4000 N HI
11735 LANE PARK ROAD TAVARES, FL HUTCHINSON ISLAND / FORT PIERCE, FL
Subject: Wind Load Design Pressure Calculations (Components & Cladding)
Site Information
Building Classification:
enclosed
Wind Speed (V It):
160 mph
Exposure Category:
d
Roof Type:
monoslope
Roof Slope (0):
0.0 deg
Mean Roof Height (h):
140.0 ft
Min. Building Dimension (L):
85.0 ft
Parapet >: 3 feet?
No
General Calculation
Directionality Factor (Kd):
1
Gust' Effect Factor (G):
0.85
Internal Pressure
Coefficient (GCP; ):
± 0.18
Topographical Factor (Kt):
1.0
Velocity Pressure Exposure
Coefficient ( nK):
1.52
Velocity Pressure (qh):
99.57 psf
End Zone (a):
8.5 ft
ASD Method:
P = 0.6w
Mark
Qty
Elev (ft)
Size: W x H (in)
Zone
Shutter.
Area (ft2)
K, (Kh)
q, (q h)
GCP,
JGCP_
Pressures (psf)
mb
(1)
140.0
113.0 x 77.0
4
No
60.4
1.52
99.57
0.80
%0.83
+58.4 / -60.6
mb
(1)
140.0
33.0 x 77.0
4
No
17.6
1.52
99.57
0.90
-0.90
+64.5 /-64.5
Ir
(1)
140.0
202.0x92.0
5
No
129.1
1.52
99.57
0.73
-1.34
+54.1/-90.6
Ir
(1)
140.0
107.0 x 92.0
5
No
68.4
1.52
99.57
0.79-1.49
+57.7 /-100.0
Ir
(1)
140.0
59.0 x 65.0
4
No
26.6
1.52
99.57
0.87
-0.88
+62.9 /-63.6
gp
(1)
140.0
39.0 x 94.0
4
No
25.5
1.52
99.571
0.88
-0.89
+63.2 / -63.8
gp
(1)
140.0
39.0 x 94.0
4
No
25.5
1.52
99.57
0.88
-0.89
+63.2 / -63.8
Id
(1)
140.0
100.0 x 59.0
5
No
41.0
1.52
99.57
0.83
r-1.62
+60.5 / -107.6
Id
(1)
140.0
60.0 x 92.0
5
No
38.3
1.52
99.57
0.84
-1.64
-108.6
gb
(1)
140.0
84.0 x 92.0
4
No
53.7
1.52
99.57
0.81
059. / 6,:l,.0
G�;.•~ uc '•.ag ;
NOTES: Design is in accordance with ASCE 7-10 (ASD method) and the Florida Building Code Sixth Edition (2017). Results; �} fit'_ F`
are not valid for use unless approved via original signature and raised engineer seal of a PE from Engineering Express. = valfd Only th ised/Statrrrfld
Results are based on contractor -supplied data and shall be field verified by others prior to use. Selection & installation -of- Engirt r ' '�
products shall be approved using these dimensions and pressures as verified by others.
Note: For openings to be properly rated in Zone 4, no pa o t e opening shal a within 5 feet of any building corner. �� •'F� • 1 . 0
This engineer has not field visited this location and if this cannot be clearly identified by others, the opening shall be re- &0 rCD
evaluated prior to Installation of any fenestration. All other information provided above Including mean roof height, S r
building minimum dimensions, opening sizes, & other supporting data was provided by others. For definitions of the
above terms; visit EngineeringExpress.com/WikREVIEWED FOR #9885
59501(43870-7846180556) b U eA6 &(4 fq.) 55200U16"LNkAxX(954) 354-0443
AutoPrint �) kiff�EER�'77E G2 � 8�1A PAGE 1 OF 1
Visions Condominium — Design Pressures
Dimensions
Design Pressure
EFCO
Design Pressure
Width x.Height
Requirement
Model / Configuration
Rating
Inch
PSF
O = fixed, X = operable
PSF
Master Bedroom:
Picture Window
113 x 77
+59 / -61
5FXT / 00
+120 / -140
Sash Window
33 x 77
+65 / -65
663 / OX
+73 / -90
Living Room:
Sliding Glass Door
202 x 92
+55 / -91
5XPT / OXXO
+120 / -120
Storefronf Wiiidow
107 x 92
+58 / -100
5FXT / 00
+120 / -140
Picture Window
59 x 65
+63 / -64
5FXT / 0
+120 / -140
Glassed Patio:
Out -Swing Door East
39 x 94
+64 / -64
3501 / X
+100 / -100
Out -Swing Door West
39 x 94
+64 / -64
3501 / X
+100 / -100
Library / Den:
Picture Window
100 x 59
+61 / -108
5FXT / 00
+120 / -140
_.--Sliding Glass Door- __
_m_ . _60x.92..,v_-_ �.
_—+61J-r-109.—_—_.a_5XPT/XO
__—
_:.___+155J.:.155
Guest Bedroom:
Sliding Glass Door
84 x 92
+59 / -61
5XPT / XO
+155 / -155
Design pressure requirements were calculated at 14th floor and are valid for all lower floors.
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