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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. 15 <br />2.3.2 WIND LOAD COMBINATIONS <br />The wind load combinations follow the strength design load combination listed in ASCE 7-16 <br />Chapter 2. <br />Table 2.3-3- Wind Load Combinations <br /> <br />Notation Load Combination Reference <br />LC3 1.2D + 1.6(Lr or S or R) + (0.5L or 0.5W) 1 ASCE 7-16 2.3.1 <br />LC4 1.2D + 1.0W + 0.5L + 0.5(Lr or S or R) 1 ASCE 7-16 2.3.1 <br />LC5 0.9D ± 1.0W ASCE 7-16 2.3.1 <br /> <br /> <br />1 The load factor on L in these equations shall be 1.0 for garages, places of public assembly and <br />all areas where the live load exceeds 100 psf. <br /> <br />