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Home My WebLink AboutAPPROVED Design PressuresCompany: East Coast Construction Prepared By: John Rosendale Client Name: Jackson Job Description: Project Number: v.rsios io.o INK) MLL Conrortns WRh ASCE 7-10 DESIGN PRESSURES FOR WALL COMPONENTS & CLADDING Design Data Building Data Wind Velocity (mph) 170 Mean Roof Height 80 Risk Category 3 Building Width (R) 80 Exposure Category D Building Length (fl) 200 Directionality Factor 0.85 Roof Slope (x:12) Internal Pressure Coefficient +1- 0.18 Design pressures listed below are: Allowable Stress Width of End Zone (a) in feet = 8 STRUCTURES INTERNATIONAL. LLC pw.]W Y�r4<541h'M bC 4MaG�INna 1/6/20214:59 PM