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Dong Engineering Inc. <br />ADU <br />3109 S.ARTESIA ST UNIT #2, SANTA ANA, CA 92704 <br />Job#: 240517 <br />Date: 10/21/2024 <br />PLAN: 1 <br />CODE: CBC 2022 <br />Shear Wall (Y-Y Direction) <br />Line Story Section Span Wind Seismic Added V (lb)H L v Type <br />###(ft)(plf)(plf)Wind Seismic (ft)(ft)(plf) <br />1 1 1Y 18 86 101 9 8.806 103 A <br />2 1 1Y 18 86 101 9 12 76 A <br />Shear wall design concept is chosen as Individual full-height wall segment (Sec. 4.3.2.1 ) and Force-Transfer Around <br />Openings (FTAO) (Sec. 4.3.2.2 ). <br />For mix-type, chosen concept is determined by more critical design result. <br />v(plf) = V/L <br />Line shear V = Maximum(V1;V2) <br />SUMMARY SHEAR WALL <br />V1 = Wind*Span/2 + Added Vwind <br />V2 = Seismic*Span/2 + Added Vseismic <br />Page 15 of 21