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DATE:V I N C I & A S S O C I A T E S SHEET:7 <br />PROJECT:Flower Park Plaza Structural Engineers JOB NO.:22-3457 <br />901 W 1st Street 175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ENGR.:JRV <br />Santa Ana, CA 805.496.2100 • VinciSE.com <br />CLIENT:Q Meccanica <br />CHECK IMPACT OF NEW SOLAR PANELS ON SEISMIC LOAD <br />ADD ROOF PLAN <br />HERE <br />TOTAL ROOF AREA:ft2 <br />EXISTING ESTIMATED SEISMIC LOAD (BASE SHEAR) <br />13435 ft2 x 13.92 psf =187079 lbs <br />AREA OF ADDED SOLAR PANELS (PER PAGE 1)=ft2 <br />WEIGHT OF PANELS:4.23 psf <br />ADDED SEISMIC LOAD: <br />4.23 psf x ft2 x 0.16 =3922.1 lbs <br />Therefore O.K. <br />Per CEBC SECTION 503.4 <br />3/25/2024 <br />- <br />13435 <br />5821.9 <br />5821.9 <br />=2.1%<10%% INCREASE =3922.1 <br />187079.3014 <br />901 W First St- <br />101118898 & 201825275/8/2024