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DATE:V I N C I & A S S O C I A T E S SHEET: <br />PROJECT:Cryoport Santa Ana Structural Engineers JOB NO.:22-3457 <br />1700 E Garry Ave 175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ENGR.:JRV <br />Santa Ana, CA 805.496.2100 • VinciSE.com <br />CLIENT:Renewable Energy Partners <br />LATERAL FORCES:(BASE SHEAR - Conservative) <br />2025 CBC <br />F1 <br />SEISMIC BASE SHEAR: <br />V =0.23 W (SEE PREVIOUS)h1 =20.0 ft <br />F1 ROOF =9 PSF <br />WALLS =10 <br />19.0 <br />x 0.229 <br />4.35 PSF <br />WIND LOADS: <br />Governs <br />ps = λ kzt Iw ps30 (Eq. 6-1) <br />λ =1.21 ps30A =psf psA psf <br />Iw = 1.00 ps30B =psf psB psf <br />kzt = 1.00 ps30C =psf psC psf <br />ps30D =psf psD psf <br />F1ULT:= ( 2 ft + 20 ft /2 ) x (23.2704 psf +12.12 psf ) =425 lb/ft <br />F1ASD:=lb/ft x 0.6 =255 lb/ft424.68 <br />2.0 ft <br />23.27 <br />-12.12 <br />15.39 <br />-7.15 <br />19.20 <br />-10.00 <br />12.70 <br />-5.90 <br />4/28/2026 <br />hROOF= <br />- <br />6