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DATE:V I N C I & A S S O C I A T E S SHEET:3 <br />PROJECT:Project Structural Engineers JOB NO.:19-3457 <br />Address 175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ENGR.:JRV <br />City, State 805.496.2100 • VinciSE.com <br />Company Solar <br />Wind Analysis Per ASCE 7-16 - Components and Cladding <br />Exposure Category :C <br />Importance Factor :1 <br />Basic Wind Speed :100 <br />Topographical factor :1 Flat <br />Bldg Ht to eave :29 ft2 <br />Bldg Ht to Ridge :34 ft <br />Bldg L :60 ft <br />Bldg W :40 ft <br />Effective area :190.09 ft2 a =3 (width of edge strips, ASCE 7-16, 28.3-1) <br />Design pressures for Componsants and cladding <br />p =qh [(G Cp ) - (G Cpi)](pressure on component, ASCE 7-16, 30.3-1) <br />p (min)=16 psf (ASCE 7-16, 30.2.2) <br />qh =18.50 psf (q h = 0.00256K z K zt K d K e V 2 )(ASCE 7-16, 26.10) <br />G Cp =External pressure coefficient (ASCE 7-16 30.3.2) <br />Zone 1 Zone 1'Zone 2 Zone 2e Zone 2n Zone 2r Zone 3 Zone 3e Zone 3r Zone 4 Zone 5 <br />G Cp 0.30 --0.30 0.30 0.30 -0.30 0.30 0.70 0.70 <br />-G Cp -0.50 ---0.50 -1.17 -1.17 --1.17 -1.80 -0.80 0.00 <br />G Cpi =0.18 or -0.18 (ASCE 7-16, 26.13-1, Enclosed Building) <br />Components and Cladding Pressure (psf)Max Pressure =-36.62 psf <br />Zone 1 Zone 1'Zone 2 Zone 2e Zone 2n Zone 2r Zone 3 Zone 3e Zone 3r Zone 4 Zone 5 <br />Positive 16.00 16.00 16.00 16.00 16.00 16.00 19.69 19.69 <br />Negative -16.00 -16.00 -24.97 -24.97 -24.97 -36.62 -21.93 -21.93 <br />10/11/2023 860 S Harbor Blvd <br />1/2/2024