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Technoplex Living Apartment Bandung is one of the buildings using a shear wall that is built in earthquake-prone areas. This study analyzes the CW3 shear wall Type which aims to determine the seismic load plan using spectrum response analysis that is applied and analyzed on the structure of the building so that the horizontal deviation value that will be compared against the value of horizontal deviation that is permitted under SNI 1726 of 2012 is obtained. The results of this study can be concluded that the CW3 shear wall produces the highest horizontal deviation value in the direction of X of 0.032 m greater than the highest horizontal deviation value in the direction Y of 0.0042 m. Because it was analyzed in one direction, namely the X direction with the percentage of seismic load received using an orthogonal system where the X direction building structure received an earthquake load of 100% while the Y direction of 30% from the earthquake load was calculated by the spectrum response analysis method and the resulting horizontal deviation was below the allowable safety margin, the percentage of X direction is 56.7% while Y direction is 92.3%.