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<br /> <br /> <br /> <br /> <br /> <br />3rd & Broadway, Santa Ana, CA <br />Volume 1 - Basis of Design June 17, 2024 | Project # S21043.00 <br /> pg. 22 <br />2.4 WIND LOADING <br />Wind loading is in accordance with ASCE 7-16 requirements. <br />Table 2.4-1- Wind Design Criteria <br /> <br />Parameter Value <br />Basic Wind Speed 96 mph <br />Exposure C <br />Directionality Factor 0.85 <br />Enclosure Classification Enclosed <br />Topographic Factor 1.0 <br />Internal Pressure Coefficient 0.18 <br />Gust Effect Factor 0.85 <br />Velocity Pressure Coefficient Varies per height according to the building <br />code <br />Mean Roof Height (h) <br /> <br />Residential building: 170 ft <br />Hotel building: 129.5 ft <br /> <br /> <br />