HomeMy WebLinkAboutEngineering CONTRACTOR:Jensen Beach Alumin
WIND SPEED AND EXP�IJRE HAVE
DESIGN CRITERIA: BEEN DETERMINED U....,G THE ADVANCED
Applicable Codes,Regulations,and Stendards
TECHNOLOGY COUNCIL'S WEBSITE V'Q.•••
1.The 5th Edition(2014)Florida Building Code,specifically Chapter AND GOGGLE EARTH. v_6
16 Structural Design,Chapter 20 Aluminum,and Chapter 23 Wood. - _ :to W
2.ASCE 7-10. co
OPENING SCHEDULE - ' —
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WindLoads
Occu Occupancy Category,Paragraph 1604.5 and 1604.5: MARK SIZE'(W"xH")' MANUFACTURER SERIES # APPROVALS DESIGN PRESSURES ALLOWABLE STRESS %2•',7 Z '
Building P Y 8 ry, graP \�
Risk Category 2. - Q 36"'x 48" PGT DH-5560 FL14705—R4 58.81/-57.9 PSF 65.0/-70.0 PSF w7
2.Basic Wind Speed,Table 1609C,State of Florida Debris Region& ••
Basic Wind Speed,Paragraph 1609.3.1 and Table 1609.3.1 Q 36" x 48" PGT DH-5560 FL14705—R4 58.81/-57.9 PSF 65.0/-70.0 PSF // \\
Equivalent Basic Wind Speed:VDET=170 MPH,VnsD=132 MPH J�T 1 1 1 1111\
3.Exposure Category,Paragraph 1609.4.3: D PROFEs IONAL ant.
Scope of Work:
1.Replacement of(2)Impact Rated Windows.
2.Windows not within 7.2 ft of building comers. - C
3.Existing Shutters to Remain - d
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Builder/Permit Application is to provide Florida Product Appmvals LL A
meeting required design pressures. O qa
1.Glass types:5,6,7 or 8 W C) d d
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DRAWN BY
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a DATE DRAWN
03/07117
REVISION
SHEET NO:
o A-1