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JOB <br />727 2nd Streeet, Suite 104 SHEET NO OF <br />Hermosa Beach, CA 90254 CALCULATED BY DATE <br />(p) 310-944-0898 CHECK BY DATE <br />(f) 310-376-6999 SCALE <br />Lateral Design & Analysis (Single-Story) <br />Seismic: V = F * SDS (CBC Equation <br />1.4*R 12.14-11) <br />Total Wind Load = 60sf. x 16.1psf = 966 lbs. <br />V = * Wt <br />Siesmic Governs, See Below <br />Roof Weight <br />Roof Wt. = psf x sq. ft. =lbs. <br />psf x sq. ft. =lbs. <br />psf x sq. ft. =lbs. <br />psf x sq. ft. =lbs. <br />Total Trib. WR = lbs. <br />Total Seismic Dead Load: W t = lbs. <br />Base Shear: V = * W t = lbs. <br />Roof Diaphragm: <br />V =lbs. <br />A =sq. ft <br />f p = V/A =psf <br />Wind Loads <br />16.1psf P = <br />R = <br />313 4382 <br />SDS = F = <br />14.0 <br />0.0 <br />2393 <br />313 <br />7.64 <br />0.0 <br />21-008 <br />EWM 3/31/21 <br />1.0I = <br />1.0 <br />1.5 <br />0.546 <br />4382 <br />4382 <br />0.546 2393 <br />0 <br />0 <br />0 <br />MCCULLUM ENGINEERING, INC. <br />ρ = 1.3 <br />0.882 <br />9 <br />2020-162893 <br />02/10/22