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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. 52 <br />Hotel building <br />Torsional Irregularity check under seismic forces in X-direction <br />Note: At the ground floor, L01, the floor will be supported by basement walls all around. Although the <br />calculated torsional parameter exceeds the 1.4 limit, the floor will not considered to be torsional irregular <br />since the overall drift is less than 10% of the allowable drift limit per CBC Section 1617.1.10. <br /> <br /> <br />Figure 4.4-3: Torsional Irregularity check under seismic forces in X-direction– Hotel building <br />