HomeMy WebLinkAboutWIND LOADS PER ASCE 7-10Contractor Copy
Wind Loads Per ASCE 7-10 � - 1BY: Y.W.
MCY Engineering, Inc. Date: 10/11/2018
Vistana Beach Club - 10740 South Ocean Drive
Input
Miami Dade County
Risk Category II 175
Risl=Category III 186
Broward County
Risk Category II 170
Risk Category III 180
Basic Wind Speed V
Exposure Category_
Building Classification
Roof Slope
Building Width W
Building Height H
Impact Resistant Covering factor
- Tributary _Area �A
Enclose Classification _ A
165 mph '
D
12 degree
100 ft
89 ft
0.6
10 ft2
enclosed
Wind Directionality factor Kd
Topographic Factor Kzt
Internal pressure coef. GCpi
Velocity Pressure qh
Velocity Pressure Exposure Coef. Kh
0.85
1
0.18 "+/-"
82.8lb/ft2
1.398
Zone 5 Width-�
a
10 ft
Components and Cladding Walls Design load
Y
OCT 2 5 2Q)a
ST. Lua�ermitting
Tributary
Area
(ft2)
Opening
Height
(ft)
qz
Kz
Gcp Coefficients
Design Pressures, q [psf)
Zone 4
Zone 5
Zone 4
Zone 5
(+)ve
(-)ve
(+)ve
(-)ve
(+)ve
(-)ve
(+)ve
(-)ve
101
89
83
1.398
1.00
-1.10
1.00
-1.40
58.6
-63.6
58.6
-78.5
15 _
89
83
1398
0.97
-1.07
0.97
-1.34
57.1
-62.1
57.1
-75.4
20
89
83
1.398
0.95
-1.05
0.95
-1.29
56.0
-61.0
56.0
-73.2
30
`fit 32
89
83
1398
0.92
-1.02
0.92
-1.23
54.4
-59.4
54.4
-70.1
89
83
1.398
0.91
-1.01
0.91
-1.22
54.2
-59.2
54.2
-69.6
_
50 _
89
83
1.398
0.88
-0.98
0.88
-1.15
52.5
-51.5
52.5
-66.2
60
89
83
1 1.398
0.86
1 -0.96
0.86
-1.13
51.8
-56.8
51.8
-64.9
70
89
83
1.398
0.85
1 -0.95
0.85
-1.10
51.2
-56.2
51.2
-63.7
--780
1 89
1 83
1.398
0.84
1 -0.94
0.84
-1.08
50.7
-55.7 _
50.7
-62.7
90 -
89
1 83
1.398
0.83
093
0.83
-1.06
50.3
-55.2
50.3
-61.8
100
89
83
1.398
0.82
0.92
0.82
-1.05
49.9
-54.8
49.9
1 -61.0
D:\Dropbox\OS MCYE\Sunryse Construction Services\Vistana Beach Club\[unlocked-ASCE710-36.xlsmllnput
MCY ENGINEERING, INC.
8501 SW 124Ave Suite 205A Miami, FL. 33183
SCANNED Ph: 305-271-0117
BY Yiping Wang, P.E.
St. Lucie
County www.mcVengineering.com
ft.• 4N �.
•'��cetis!F•. c
a
No. 55983
�.s�ONAL EOG ��\
A-
6/t
ASCE 7 Windspeed ASCE 7 Ground Snow Load Related Resources Sponsors About ATC Contact
This site will betaken offline cn June 301 , 2018. Please start using the new site at htsps://harards.atcouncil.or8,
Results
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Query Date: Mon Jun 04 2018
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Latitude: 27.2701
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R _ St. Lucie Count Y
Longitude: -80.2039
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ASCE 7-10 Windspeeds
�,
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(3-sec peak gust In mph`):
Risk Category 1: 150,,,
_
nt°RI•-A�: >„'
Risk Category 11: 164
q"_
Risk Category III -IV: 175
ixIico
(,`
MRI•' 10-Year: 88
,,.:«>
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MRI•` 25-Year: 109
MRI•• 50-Year: 122
MRI•• 100-Year: 133
ASCE 7-05 Windspeed:
142 (3-sec peak gust in mph)
ASCE 7-93 Windspeed:
Google
ap^ B1Q1e,INEGI
100 (fastest mile In mph)
OCT 2 5 2018
'Miles per hour
—Mean Recurrence Interval
ST. Lucie CO
unty, permitting
Users should consult with ]oral building officials
to determine If hers are community -specific wind speed
requirements that govern.
n
I -I Print your results
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While the information presented on this website is believed to be correct, ATC and Its sponsors and contributors
assume no responsibility or liability for Its accuracy. The material presented in the windspeed report should not
be used or relied upon for any specific application without competent examination and verification of its
accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the
use of this Information replace the sound judgment of such competent professionals, having experience and
knowledge in the field of practice, nor to substitute for the standard of care required of such professionals In
interpreting and applying the results of the windspeed report provided by this website. Users of the information
from this website assume all liability arising from such use. Use of the output of this website does not imply
approval by the governing building code bodies responsible for building code approval and Interpretation for the
building site described by latitude/longitude location in the windspeed load report.
0
http://windspeed.atcouncil.argriindex.php?option=mm_content&view=article&id=10&dec=1 &latitude=27.2701452&Ion gitude=-80.2039493&dsk_category_i=150&dsk_t
Contractor Copy
Design Pressures for Windows, Shutters, Doors
ASCE 7-10 Version 21.65.18
05/06/18
Order Certified Copies of these preliminary results - useful for permitting
Clicic'Next Page' above when you're done to easily process your order
INPUTS REQUIRED
Input Description Value Other
(STEP 1) Exposure Category: D
Enclosure Type: Enclosed • z_Max = 85 f'
Basic Wind Speed, V = 165 mph
(typically 0.85 for
Directionality factor Kd= 0.85 IF windows/doors)
Parapet Height = 0.0 it (optional)
(Example: 1'-2"= 1.1667)
(STEP 2) Roof Type: Mono_slope
Roof Pitch = 0 :12 = 0.00 degrees
ft (Example: 30'-8"=
Mean Roof Height, h = 85 30.667)
Default unit elevation, z = 65 ft (7ft is the minimum)
Minimum Building Dimension, L= 100 it Calculated End zone:l
NOTE: RESULTS ARE NOT VALID WITHOUT AN ORIGINAL SIGNATURE AND RAISED
SEAL BY A LICENSED PROFESSIONAL ENGINEER. THIS IS A DESIGN AID ONLY FOR
PRELIMINARY ANSWERS. OBTAIN AN ENGINEERING REVIEW PRIOR TO USING ANY
RESULTS FROM THIS TOOL
Agree & Continue: Yes
Make sure this value Isn't lowered after you enter Information below
(STEP 3)
or we will process all the fields you entered. Delete any unwanted
How many products do you have?(Windows/Doors) 2 • fields below before lowering this number.
Example: 8'-2"= 98"
(STEP 4)
Width & Height Explained Zones Explained
Elevation ID
Elev, z
Mark
Width (in)
Height(in)
Zone
Qty
Type
Shutter
Area (ftz)
RESULTS: Design Wind Pressures (PSF, ASO)
1
65.0 ft
SGD
96.0
96.0
4 •
N •
64.0
46.33 DRAFT
-50.06 DRAFT
2
65.0ft
SGD
96.0
96.0
5 •
N •
64.0
46.33 DRAFT
-83.72 DRAFT