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DATE:V I N C I & A S S O C I A T E S SHEET:6 <br />PROJECT:Luna Residence Structural Engineers JOB NO.:22-3457 <br />2045 S Garnsey 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 Solar Power <br />LATERAL FORCES:(BASE SHEAR - Conservative) <br />2019 CBC <br />F1 <br />SEISMIC BASE SHEAR: <br />V = 0.16 W (SEE PREVIOUS)h1 = 10.0 ft <br />F1 ROOF = 15 PSF <br />WALLS = 9 <br />23.8 <br />x 0.158 <br />3.77 PSF <br />WIND LOADS: <br />Governs <br />ps = λ kzt Iw ps30 (Eq. 6-1) <br />λ = 1.21 ps30A = psf psA psf <br />I w =1.00 ps30B = psf psB psf <br />kzt = 1.00 ps30C =psf psC psf <br />ps30D =psf psD psf <br />F1ULT:= ( 5 ft + 10 ft /2 ) x (23.2704 psf +12.12 psf )= 354 lb/ft <br />F1ASD:= lb/ft x 0.6 = 212 lb/ft <br />-10.00 <br />12.70 <br />-5.90 <br />2/21/2023 <br />hROOF= <br />- <br />353.90 <br />5.0 ft <br />23.27 <br />-12.12 <br />15.39 <br />-7.15 <br />19.20 <br />2045 S Garnsey St <br />03/06/23