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ASCE 7 Windspeed ASCE 7 Ground Snow Load Related Resources Sponsors About ATC Contact
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Latitude:27.2613 a, rtcnes} sraaot{N
Longitude:-80.2365 , +iss{fistpp{ oAsnaii
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ASCE 7-10 Windspeeds exs
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(3-sec peak gust in mph*):
Risk Category I:150 r�oi A
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Risk Category II:163
Risk Category III-IV:174 ,
MRI**10-Year:88
MRI**25-Year:108 fdeauco CRy N pomun atn
MRI**50-Year:121 o 'k Veimjlc •Pen w
MRI**100-Year:133 „ k
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ASCE 7-05 Windspeed: N°"a''asarateanoea
141 (3-sec peak gust in mph)
ASCE 7-93 Windspeed:
100(fastest mile in mph)
*Miles per hour
"Mean Recurrence Interval
Users should consult with local building officials
to determine if there are community-specific wind speed
requirements that govern.
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WINDSPEED WEBSITE DISCLAIMER
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.
Sponsored by the ATC Endowment Fund•Applied Technology Council•201 Redwood Shores Parkway,Suite 240•Redwood City,California 94065•(650)595-1542
�� http://windspeed.atcouncil.org/index.php?option=corn content&view=article&id=10&de... 12/22/2015
CONTRACTOR:laurn Hueh Almvaum. Wllgp SPEED AND EXPOSURE HAVE
DESIGN CRITERIA: BEEN DETERMINED USING THE ADVANCED `.t`t4t,� ay NII
Appl1uble Codes.RmI,tNp.sodSmnda,, TECHNOLOGY COUNCRIS WEBSITE
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1.The 5th Edi0on(2014)Flvrids Building Code,aPeci8caIly Chapter AND GOOGLE EARTH.
16 Sbuetural Dnigo,Chapter 20 Abaronnne,and Cheptu2l Wood DOOR OPENING SCHEDULE '.
2.ASCE 7-10. NARK SIZE(W H-) MANUFACTURER SERIES I APPROVALS DESIGN PRESSURES ALLOWABLE PRESSURE 0Wind Load, 6
'HuBdingO=pmry Carcgory,Paragmphl604.5andTable16073: f 10g.-N dB ,PGL; a5 8 0701 Pry• g'FL239 R2� bZ�b�,3-5;�ESJ gam OsP �'; tZb a�•
Risk Category 111.
2.Basic wind Speed.Table 16090,Stet,oTFlorida Debris Region& @ CrGT,.i �SGe dj6_ 'FL251,J(2� 6t,B�%:.s31 PSS g�50/y723:#P5F '�J�•'• ; SMS
Basic Wad Speed,P-9.Ph 16093.1 and Table 16093.1 - "S '�i�s''••.....•
Equivalent Basic Wad Speed:Vann-175MPH.Vmp .36 MPH tom?„=,lSzflO� PGT,*;; S,Ggz 67c0.� SFL251 R2 8 B—631 P F 66_50,LL7 D PSF /
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DATE DRAWN
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REVISION
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