HomeMy WebLinkAboutEngineering CONTRACTOR:Jensen Beach'Aluminum. WIND SPEED AND EXPOSURE HAVE `\��r •r �'
DESIGN CRITERIA: BEEN DETERMINED USING THE ADVANCED
COUNCIL'S WEBSITE
Applicable Codes Regulations,and Standards TECHNOLOGY � iJ'P••• 2�
1.The 5th Edition(2014)Florida Building Code,speciticatly Chapter AND GOOGLE EARTH.
16 Structural Design,Chapter 20 Aluminum,and Chapter 23 Wood. Z
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2.ASCE 7-10. 0 o•'�Q
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Wind Loads OPENING SCHEDULE - V
I.Building Occupancy Category,Paragraph 1604.5 and Table 1604.. MARK SIZE W'zH MANUFACTURER SERIES APPROVALS DESIGN PRESSURES ALLOWABLE
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Risk Category 3. ( is
2.Basic Wind Speed,Table 1609C,State of Florida Debris Region& ' ... •' �
Basic Wind Speed,Paragraph 1609.3te and Table 1 Debris 1 1Q 36' x 96' PGT SGD-670 FL251-R26 57.0/-57.8 PSF 60.0/-6SF ����Si' •• \��
Equivalent Basic Wind Speed:VOLT=170 MPH,Vaso=132 MPH p
3.Exposure Category,Pamgmph 1609.43: D W SLI 1
PROFE0S aEAL
Scope of Work ci
1.Replacement of(3)Non-Impact rated glass windows.Shutters to be
Elprovided for impact resistance.
2.Windows not within 6.511 of bu0ding comers. cc W =
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Builder/Permit Application is to provide Florida Product Approvals _ Z
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meeting required design pressures. Q
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DATE DRAWN
09/20/16
REVISION
09/27/16
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