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Wind Load Calculation
FLORIDA BUILDING CODE 2014, 5th EDITION DESIGN PRESSURE FOR OPENINGS VeRAIRIS11 DESIGN PRESSURES FOR WALL COMPONENTS&CLADDING I RECEIVED MAY 3 0 2017 Design Data FILE COPY Building Data Wind Velocity(mph) 160 Mean Roof Height 140 Risk Category 2 Building Width(ft) 50 Exposure Category D Building Length(ft) 200 Directionality Factor 0.85 Roof Slope (x:12) Internal Pressure Coefficient+/- 0.18 Design pressures listed below are: Allowable Stress OPENING OPENING LOCATION OPENING OPENING DIMENSIONS MAXIMUM POSITIVE MAXIMUM NEGATIVE MARK DESCRIPTION ZONE ELEVATION WIDTH(INCHES) HEIGHT(INCHES) PERSSURE(PSF) PRESSURE(PSF) 1 Accordion shutter 4 5 74 63 38.6 -53.3 2 Accordion shuitter 4 5 32 50 40.1 -54.8 Homeowner: Edward Richter 9400 S Ocean Drive #108 Jensen Beach, FL 34957 Contractor O'Donnell Contracting 6402 SE Federal Hwy Stuart, FL 34997 Width of End Zone(a)in feet=5 Lildon Engineering Company, Inc. 920 Sunset Shores Dr. $ h .•��A. BtoC Minneola, Florida 34715 ... O o ' ENSF'••.;`r-•• (352) 394-2590 Ph.& FAX 's s Cert. #2898 : No. 52583 • STATE OF --- •AFF'• •'E��' • M 2 2017 STRUCTURES INTERNATIONAL,LLC '•.�SIONAM,.•• Wayne A. ck, PE#52583 _. srz .saatnatmeaPtd