HomeMy WebLinkAboutEngineering WIND SPEED AND EXPOSURE HAVE � i 1111
DESIGN CRITERIA: . u BEEN DETERMInD USING THE ADVANCED \00
Applicable Codes.Reeulallons,and Standards TECHNOLOGY COUNCIL'S WEBSITE \
1.The 5th Edition(2014)Florida Building Code,specifically Chapter AND GOOGLE EARTH.
16 Structural Design,Chapter 20 Aluminum,and Chapter 23 Wood. '•,
2.ASCE 7-10. �P.•••
Wind Loads `�.W
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1.Building Occupancy Category,Paragraph 1604.5 and Table 1604.5: y
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Risk Category M. DOOR OPENING SCHEDULE t7 •:
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2.Basic Wind Speed,Table 1609C,State of Florida Debris Region& MARK SIZE (W"xH") MANUFACTURER SERIES # APPROVALS DESIGN PRESSURES ALLOWABLE STRESS
Basic Wind Speed,Paragraph 1609.3.1 and Table 1609.3.1 _ ��7�"•. ......
Equivalent Basic Wind Speed:VULT=170 MPH,VASD=132 MPH Q ig6''z 96'1 LtPgv', >SGD 670?HP FL25,1"'R2 53,. 55 5-1 SF 7 77 SF
3.Exposure Category,Paragraph 1609.4.3: D - PfebFa \
_ 2 7 `}x_96 ; C��3 SGDy670y.(iP F5,�R23 5 ,4 4 PSF 7r7 / 7Tij�?'P_$F_
Scope of Work: ICra
ieReplacement of(3)NON rated glass doors,shutters - Q ��`K"gg't, p�T S6D 6ZO,J-IP F�C2�'I�R23 52 g$,1 PSF F7r.A >7.7.1 PSF ' z p
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Builder/Permit Application is to provide Florida Product Approvals Z Q mo
' meeting required design pressures. I ¢ Q$
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DRAWN BY
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DATE DRAWN
01/15/16
REVISION
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