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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. 47 <br /> <br />Table 4.3-2: Hand Calculation of Total Building Weight – Hotel <br /> <br />Note about ETABS mass: <br />Hotel model includes the seismic weight of the steel penthouse applied at the ‘roof’ level <br />[ft][ft2][in][pcf][ft2][kip] <br />Story Story height Floor area Avg. Floor thickness Col. Weight Wall Area Total Weight <br />Roof 17.00 5,863.79 3.60 5,400.00 166.74 780.95 <br />Level 10 11.50 10,887.00 14.00 5,700.00 187.58 2,294.35 <br />Level 9 11.50 8,096.74 8.16 5,700.00 187.58 1,215.28 <br />Level 8 11.50 8,096.74 8.16 5,700.00 187.58 1,215.28 <br />Level 7 11.50 8,096.74 8.16 5,700.00 187.58 1,215.28 <br />Level 6 11.50 8,096.74 8.16 5,700.00 187.58 1,215.28 <br />Level 5 11.50 8,096.74 8.16 5,700.00 187.58 1,215.28 <br />Level 4 11.50 8,016.68 8.16 5,700.00 187.58 1,207.11 <br />Level 3 11.50 13,679.73 11.07 13,816.67 217.58 2,426.75 <br />Level 2 20.00 11,141.38 8.99 13,816.67 232.27 2,225.39 <br />Level 1 11.00 14,814.67 12.67 13,816.67 232.27 2,881.58 <br />Total 17,892.54 <br />ETABS Results 18,379.00 <br />% Difference 3%