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1)ESl(iN(;fU1'bX1A: BEEN DETERMINED USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE �� ..........I Applicable Codes,Regulations,and Standards �P'1.The 5th Edition(2014)Florida Building Code,specifically Chapter AND GOOGLE EARTH.16 Structural Design,Chapter 20 Aluminum,and Chapter 23 Wood. `C:42.ASCE 7-10. Z.W Wind Loads - — Z: F 0: 1.Building Occupancy Category,Paragraph 1604.5 and Table 1604.5: '>I :Sal Risk Category HL . 2.Basic Wind Speed,Table 1609C,State of Florida Debris Region& Basic Wind Speed,Paragraph 1609.3.1 and Table 1609.3.1 �i s••��""" ` Equivalent Basic Wind Speed:Vm.T=170 MPH,VAap=132 MPH 3.Exposure Category,Paragraph 1609.4.3: D DOOR OPENING SCHEDULE Scope of Work: I u 1.Replacement of(2)Impact rated glass windows. MARK SIZE (W"xH") MANUFACTURER SERIES # APPROVALS DESIGN PRESSURES ALLOWABLE STRESS w q z tlj Builder/Permit Application is to provide Florida Product Approvalsj;-' �2y60 ;5�. �PGT3 7?(0 "I-fQRIZONTAL.RQLLEfjP�" �F11242,-R19v �523� 529'PSF;'� �696f5.,69:fi�'jASF '' a S meeting required design pressures. w Q o 3 x 60"f PGT 70, :FIXED 1NIND©W 1FC2,43'-R17� 56 "554 PSF 80.0' fi0.b:.}PSF ¢ ¢$ Existing shutters to remain. 2 >.r,�s-,,.:. ... �,. _ ..:.,��..._ �- ,�y,.,_.�..._. Z cr O O w N Z J w w a 3 0 = w 0 CL �LL _ f F j O • 1 O K Z V o w 5 wW oz Z � WINDOW CONFIGURATION �z m�W to w LL � 0 3 o' w � IIWLL o O = Q U o Uz Z 7 m m W_ o)N(o Zz K n W m O tY 0 O Z W J . a. M-7 wLL DRAWN BY SM DATE DRAWN 02/12/16 REVISION SHEETNO,. I t