HomeMy WebLinkAboutDrawing CONTRACTOR:Jensen Beach Aluminum. WIND SPEED AND EXPOSURE HAVE
DESIGN CRITERIA: BEEN DETERMINED USING THE ADVANCED ��`� ��'•'iz
Applicable Codes,Regulations,and Standards TECHNOLOGY COUNCIL'S WEBSITE
1.The 5th Edition(2014)Florida Building Code,specifically Chapter AND GOOGLE EARTH. QG
16 Structural Design,Chapter 20 Aluminum,and Chapter 23 Wood.
2.ASCE 7-10. o •;
Wind Loads - Z'j d F O
1.Building Occupancy Category,Paragraph 1604.5 and Table 16043: =w'• Z CO
Risk Category 2.
2.Basic Wind Speed,Table 1609C,State of Florida Debris Region& '���5•. .•' `.:
Basic Wind Speed,Paragraph 1609.3.1 and Table 1609.3.1 �i� •Q�(`
Equivalent Basic Wind Speed:Vma t170'�MPH;wV u=132 MPH OPENING SCHEDULE ,PROF Id�J. `` 6
3.Exposure Category,Pazagreph 1609.4.3:;�D�
Scope of Work: MARK SIZE, (W"xH) MANUFACTURER SERIES # APPROVALS DESIGN PRESSURES ALLOWABLE STRESS .
1.Replacement of(1)Non-Impact Door. {„ ,-
2.Windows not within 7.7 fl ofbuilding conters. Q 48 .x�9B,1 .PGT,, SGD_670,:=° FL251 R28 1586/-59,5,PSF 90 Q/ 1300.PSF` O� L
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Builder/Permit Application is to provide Florida Product Approvals w a
meeting required design pressures. LL
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DATE DRAWN
11/17/16
REVISION
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