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DATE:V I N C I & A S S O C I A T E S SHEET:7 <br />PROJECT:Eduardo Ontiveros Structural Engineers JOB NO.:22-3457 <br />3409 S Olive St 175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ENGR.:JRV <br />Santa Ana, CA 805.496.2100 • VinciSE.com <br />CLIENT:Titan <br />CHECK IMPACT OF NEW SOLAR PANELS ON SEISMIC LOAD <br />ADD ROOF PLAN <br />HERE <br />TOTAL ROOF AREA: <br />( 53.0 ft x 42.0 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 />2226 ft2 x 3.36 psf = 7479.45 lbs <br />AREA OF ADDED SOLAR PANELS (PER PAGE 1)= ft2 <br />WEIGHT OF PANELS: 2.58 psf <br />ADDED SEISMIC LOAD: <br />2.58 psf x ft2 x 0.16 = 102.5 lbs <br />Therefore O.K. <br />Per CEBC SECTION 503.4 <br />252.3 <br />252.3 <br />= 1.4% < 10%% INCREASE =102.5 <br />7479.453538 <br />8/3/2023 <br />- <br />2226 ft2 <br />3409 S Olive St <br />08/29/23