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HomeMy WebLinkAboutEngineering CONTRACTOR:Jensen Beach Aluminum. WIND SPEED AND EXPOSURE HAVE DESIGN CRITERIA: BEEN DETERMINED USING THE ADVANCED � Applicable Coder.Reeutations,and Standards TECHNOLOGY COUNCIL'S WEBSITE �,Q;✓' �� 1.The 5th Edition(2014)Florida Building Code,specifically Chapter AND GOOGLE EARTH. Q ' u 2�� 16 Structural Design,Chapter 20 Aluminum,and Chapter 23 Wood. O J 2.ASCE 7-10. - h Q w a Wind Loads OPENING SCHEDULE - tJ 1.Building Occupancy Category,Paragraph 1604.5 and Table 16045: 2 Rlsk Category 2. WARK SIE(W-xH') MANUFACTURER SERIFS APPROVALS DESIGN PRESSURES ALLOWABLE STRESS V);. 2.Basic Wind Speed,Table 1609C,Stets ofFlerida Debris Region& 0 48'x 98' PGr .SGD-770 FL25T—R2B 57.0/-57.8 PSF 80.0/-80.0-PSF �i ,( - Basic Wind Speed,Paragraph 1609.3.1 and Table 1609.3.1 . - Equivalent Basic Winds Speed:VOLT=170 MPH MPH 38'x 88' PGT -SGD-770 8251—R28: 58.5 58.5 PSF 80.0—60. /�/ \ t\t 9 P © /— 0 PSF / 1/ Illlt 3.Exposure Category,Paragraph 1609.4.3: D - _ vaOFES 1QUAL Seu 5 Scone of Work 1.Replacement of(2)Impact Glass doors. 2.Windows not within 6.5 ft of building comers. Cr Ui Builder/Permit Application is to provide Florida Product Approvals ` a Q6 meeting required design pressures. -� W, z ©©�© W a z p8 a W d �o Q Zug � a F a98 o z c! a z c9�`�� I W � S a D s U m LU �ygZ § 1=LON W CC fA 0 Z O. N$7 i ILL DRAWN BY AG DATE DRAWN 11/08/18 REVISION sxEErno: A-1