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CONTRACTOR:Jensen Beach Aluminum. WIND SPEED AND EXPOSURE HAVE DESIGN CRITERIA: BEEN DETERMINED USING THE ADVANCED Applicable Codes,Regulations,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. : o OPENING - to SCHEDULE =O;-3 ; Wind Loads MARK SIZE(W xH') MANUFACTURER SERIES APPROVALS DESIGN PRESSURES ALLOWABLE STRESS _ V �. _ I.Building Occupancy Category,Paragraph 1604.5 and Table 1604.5: taQ., F_ 4 i A' % "' / 2 �� p 6 ., 38 x 98 PGT $GD 870 r;' FL251 R28 00 2 60 9 PSF 7: •, Risk Category 2. , 2.Basic Winds Speed,Table 16D9C,State ofFlonda Debris Region& �a PGT SGD 870' 'FL251 R2B 80 0/ 80`4 PSF 93 B/ 73 B�FSF' ���•• ��� Basic Wind Speed,Paragraph 1609.3.1 and Table 1609.3.1 - - �,�•� Equivalent Basic Wind Speed:VmT-T MPH VAm=l32 MPH 48 -,g`gg t: PGT Sl 0'870",i' "'8251 R2B'' S8 8/ 59.5 PSF 3.Exposure Category,Paragraph 1609.4.3:D )' `` Pao��A ddnLlsL L 38 x-96 PGT `H ' H 800 r F-1435 R19� 80 2/ 80.5 PSF BQD/ 11011 PSF Scope of Work: T' ,SH 80V F1.1,435_R79'• 602 80;5,PSR PGBOiO/ 11 D.0-PSF=` 1.Replacement of(3)Nan-Impact Sliding Glass Door And(5) / Non-Impact Rated Windows. --- C 2.Windows not within 7.0 Rofbuilding comers. 6` 53 x 83'= '':SH-866 FL14ALR19 003/-80:8 PSF. 130:0/ 1100,;PSF W ui c �:? _ 3.Existing Shutters to Remain w d 0,xLL.0:::,; Builder/Permit Application is to provide Florida Product Approvals _ O meeting required design pressures. cd LU LU RECEIVED W- F-a: FEB 2 6 2017 PERMITTING L; SL Lucie County,FL � ja a J z W WM zaME A LA UJI:3 > 3 2 4 t%f a" S nM r •�,zzt ul k W'r'e: O O Z n 3 ~NA d'i>`S�in 2 W J d?'Nim 7-u. KN DATE DRAWN 02/20/17 REVISION SHWNO: A-1