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DATE:V I N C I & A S S O C I A T E S SHEET:3 PROJECT:Jimenez Structural Engineers JOB NO.:22-3457 1919 N Spurgeon St 175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ENGR.:JRV Santa Ana, CA 805.496.2100 • VinciSE.com Company Titan Solar Power Wind Analysis Per ASCE 7-16 - Components and Cladding Exposure Category : C Importance Factor : 1 Basic Wind Speed : 100 Topographical factor : 1 Flat Bldg Ht to eave : 19 ft Bldg Ht to Ridge : 24 ft Bldg L : 42 ft Bldg W : 30 ft Effective area : 11.30 ft2 a = 3 (width of edge strips, ASCE 7, 28.3-1) Design pressures for Roof Top Solar Panels qh = 19.58 psf (q h = 0.00256K z K zt K d K e V 2 ) (ASCE 7, 26.10) Kz = 0.9 Kzt = 1 Kd = 0.85 Ke = 1 G Cp = External pressure coefficient ASCE 7, 30.3.2) G Cpi = 0.18 or -0.18 (ASCE 7, 26.13-1, Enclosed Building) Zone 1 Zone 1' Zone 2 Zone 2e Zone 2n Zone 2r Zone 3 Zone 3e Zone 3r Zone 4 Zone 5 G Cp 0.88 -- 0.88 0.88 0.88 - 0.88 0.88 0.70 0.70 -G Cp -1.75 -- -1.75 -1.96 -1.75 - -2.44 -1.96 -0.80 0.00 (ASCE 7, 30.3-2A Roof Top Solar Panels (psf)Zone 1 Max Pressure = -41.05 psf GOVERNS ƳΕ = 1.5 (ASCE 7, 29.4-7)Zone 2 Max Pressure = -46.04 psf GOVERNS (USING WORST CASE EDGE FACTOR)Zone 3 Max Pressure = -57.33 psf GOVERNS p = qh (GCp ) (ƳΕ) (Ƴα) (ASCE 7, 29.4.4) Ƴα = 0.8 Zone 1 Zone 1' Zone 2 Zone 2e Zone 2n Zone 2r Zone 3 Zone 3e Zone 3r Zone 4 Zone 5 Positive 20.65 20.65 20.65 20.65 20.65 20.65 16.45 16.45 Negative -41.05 -41.05 -46.04 -41.05 -57.33 -46.04 -18.80 0.00 Components and Cladding Pressure (psf) Zone 1 Max Pressure = -37.74 psf Zone 2 Max Pressure = -41.89 psf Zone 3 Max Pressure = -51.30 psf p = qh [(G Cp ) - (G Cpi)](pressure on component, ASCE 7, 30.3-1) p (min) = 16 psf (ASCE 7, 30.2.2) Zone 1 Zone 1' Zone 2 Zone 2e Zone 2n Zone 2r Zone 3 Zone 3e Zone 3r Zone 4 Zone 5 Positive 20.73 20.73 20.73 20.73 20.73 20.73 19.69 19.69 Negative -37.74 -37.74 -41.89 -37.74 -51.30 -41.89 -21.93 -21.93 4/28/2023 - 1919 N Spurgeon St06/15/23