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<br /> <br /> <br /> <br /> <br /> <br />3rd & Broadway, Santa Ana, CA <br />Volume 2 - Structural Calculations June 17, 2024 | Project # S21043.00 <br /> pg. 53 <br />Torsional Irregularity check under seismic forces in Y-direction <br />Maximum calculated torsion ratio at the Hotel buidling is determined to be 1.40, which is not “more than <br />1.4 times the average of the story drifts” per ASCE Table 12.3-1, therefore the Hotel building has torsional <br />irregularity Type 1a. <br /> <br /> <br />Figure 4.4-4: Torsional Irregularity check under seismic forces in Y-direction– Hotel building <br />