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Project: <br />Location: <br />Client: <br />Job No: <br />Date: <br />Engineer: <br />P1.106 <br />Redundancy Check: <br />23-12434Saint Andrew <br />2-16-2024 <br />LR <br />1-1 <br />H=10' <br />L=39' <br />H/L = 0.25 < 2 <br />Redundancy factor= 1.3 because the shear wall length to height is less than 2. (ASCE7-16, 12.3.4.2 (b)) <br />P1.106 <br />1700 E St Andrew Pl - 101118387, <br />20182190, 30146952 & 40138878 <br />6/5/2024