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Home My WebLink AboutDesign PressuresCompany: East Coast Construction Co Job Description: Prepared By: John Rosendale Client Name: Garcia Project Number: Version 10.0 w (c) 2012 5tructuva Ioteirratlonal, LLC ,�. _ W RIU f 1 A Conforms whh 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 (ft) 80 Exposure Category D Building Length (it) 200 Directionality Factor 0.85 Roof Slope (x:12) Internal Pressure Coefficient +1- 0.18 Design pressures listed below are: Allowable Stress OPENING MARS( OPENING DESCRIPTION LOCATION ZONE OPENING ELEVATION OPENING DIMENSIONS WIDTH (INCHES) HEIGHT (INCHES) MAXIMUM POSITIVE PERSSURE (PSF) MAXIMUM NEGATIVE PRESSURE (PSF 1 Accordion Shutter 4 33 114 50 45.3 -54.0 Width of End Zone (a) in feet: = 8 --S- ---<- �► STRUCTURES INTERNATIONAL, LLC v,c,ndnp SrY'a serw:n, m c.«-p:. Pwe�eT-a ' 11/18/2021 4:35 PM