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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 />CHECK IMPACT OF NEW SOLAR PANELS ON SEISMIC LOAD <br />ADD ROOF PLAN <br />HERE <br />TOTAL ROOF AREA: <br />(342.0 ft x 282 ft ) + (0.0 ft x 0.0 ft ) + <br />(0.0 ft x 0.0 ft ) + (0.0 ft x 0.0 ft ) = <br />EXISTING ESTIMATED SEISMIC LOAD (BASE SHEAR) <br />96444 ft2 x 4.35 psf =419246 lbs <br />AREA OF ADDED SOLAR PANELS (PER PAGE 1)=ft2 <br />WEIGHT OF PANELS:3 psf <br />ADDED SEISMIC LOAD: <br />3 psf x ft2 x 0.23 =532.9 lbs <br />Therefore O.K. <br />Per CEBC SECTION 502.5 <br />774.5 <br />774.5 <br />=0.1%<10%% INCREASE =532.9 <br />419245.872 <br />4/28/2026 <br />- <br />96444 ft2 <br />7