HomeMy WebLinkAboutDrawing WIND NFEED AND ExYOSURE HAVE
DESIGN CRITERIA:
• BEEN DETERMINED USING THE ADVANCED
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TECHNOLOGYCOUNCII.'SWEBSITE `�GP..••""' i�
Applicable dation 014)Floridand Standards AND GOOGLE EARTH.
1.The 5th Edition(2014)Florida Building Code,specifically Chapter `:�.'•
16 Structural Design,Chapter 20 Aluminum,and Chapter 23 Wood. O; J
2.ASCE 7-10. y
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Wind Loads =---.5Q 05;2�
1.Building 0ccupency Category,Paragraph 1604.5 and Table 16043: U•1:� •�
RiskCategorvH- MARK SIZE (W"xH7 MANUFACTURER SERIES # APPROVALS DESIGN PRESSURES ALLOWABLE STRESS 7'•.
2.Basic Wind Speed,Table 1609C,State of Florida Debris Region&
Basic Wind Speed,Paragraph 1609.3.1 and Table 1609.3.1 1Q `144" x 96" PGT SGD 770 FL251—R27 54.9/-57:8 PSF —60.0 PSF �ii�lS ���
Equivalent Basic Wind Speed:Vmr=170MpH.Vesn=132 MPH Q ,j g2",x'96' PGT SGD 770 FL251—R27 ,.53.3/-58.7 PSF `60.0/-60.0 PSF ,,7//Ilt*Il P1�N��\
3.Exposure Category,Paragraph 1609.4.3: D
PROFES IbNAL SFAL 5
! ScopeofWork: Q3 144"x Be PGT SGD 770 FL251—R27 :54.9/-57.8 PSF 60.0/-60.0 PSF
1.Replacement of(4)Impact rated glass doors. w
® 144"x 96" PGT SGD 770 FL251—R27 54.9/-57.8 PSF 60.0/-60.0 PSF w
Builder/Permit Application is to provide Florida Product Approvals Z a e
meeting required design pressures. _
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DRAWN BY
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DATE DRAWN
07/13/16
REVISION
8 -
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