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HomeMy WebLinkAboutEngineering CONTRACTOR:Jensen Beach Aluminum. WIND SPEED AND EXPOSURE HAVE DESIGN CRITERIA: BEEN DETERMINED USING THE ADVANCED `fit 11 t t t I I Applicable Codes,Regulations,and Standards TECHNOLOGY COUNCIL'S WEBSITE \��� a3 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. �Qr' Wind Loads — Oi 1.Building Occupancy Category,Paragraph 16045 and Table 1604.5: �, OPENING SCHEDULE _ :w r O F��.- ESS J. RtskCateeory2. �d t.' MARK SRE(WNH-) MANUFACTURER SERIES/ APPROVALS DESIGN PRESSURES ALLOWABLE STRESS G'.j �•\ 2.Basic Wind Speed,Table 1609C,State of Florida Debris Region& _ _j Basic Wind Speed,Paragraph 1609.3.1 and Table 1609.3.1 '�t - 46 x.98'" PGr SH-2500 E1251—R28 $8:2/=59:5-RSF 50 0/-60.0-PSV; �-7 •. ���' NOV 0 3�09E Equivalent Basic Wind Speed:Vm.r=170 MPR,V,�so=132 MPH 'B'x68' PCT SH-2500 FL251-R28 60.2/-60.5 PSF� .60.0/-73.BCPSF �����5 ........ PR�\��� 3.Exposure Category,Paragraph 1609.4.3: D PER[f ITTING - �' Scope of Work: St.Lucia OOUnty,FL Pdote6 sr�mv 1.Replacement of(4)NON-Impact Glass doors.Existing Shutters ' remain. - ❑ 2.Windows not within 7.0 R of budding comers. 0 Q Q O ui c U vi a Builder/Permit Application is to provide Florida Product Approvals LL 6 1 meeting required design pressures. aa CCCC OLLA Q LU Zz 'z 2 0000 21 M 7 w Cid Fo � a �_j . W a! LLA zW�� � Ln W X109 1 3 Cr © a D Z U m 1 O m LU a H»U. U. DRAWN BY m AG C DATE DRAWN m 10/24/16 G REVISION SHEET N0: A-1