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Dong Engineering Inc. <br />REMODEL ADDITION <br />1409 MERIDAY LN, SANTA ANA, CA 92706 <br />Job#: 250344 <br />Date: 8/18/2025 <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 46 101 100 8 12.5 185 A <br />2 1 2Y 20 58 47 8 4 144 A <br />3 1 1Y 46 101 100 576 466 8 15.75 184 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 />18 of 26