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PROJECT NAME: HULTS RESIDENCE ADDITION <br /> JOB: X10-2854 <br /> 97 210 1 <br /> 1-4 14.2 I 4430 3808 3388 2922 4324 3667 I -3902 -3280 -2860 -2394 -4008 -3421 1 <br /> -4008 4430 1 <br /> Notes <br /> 1. LC = Load combination <br /> 2. LC1 = D + 0.6W ASCE 2.4.1 - 5a <br /> 3. LC2 = D + 0.7E ASCE 2.4.1 - 5b <br /> 4. LC3 = D + 0.75E + 0.75(0.6W) + 0.75S ASCE 2.4.1 - 6a <br /> 5. LC4 = D + 0.75E + 0.75(0.7E) + 0.75S ASCE 2.4.1 - 6b <br /> 6. LC5 = 0.6D + 0.6W ASCE 2.4.1 - 7 <br /> 7. LC6 = (0.6 - 0.14SDS)D + 0.7E ASCE 2.4.1 - 8, SDS = 0.970 <br /> 8. MIN LOAD = Maximum negative tension force <br /> 9. MAX LOAD = Maximum positive compression force <br /> 10. W = W uplift + W shear overturning <br /> Table 4 - Tie down schedule <br /> Reaction Location I MIN MAX 1 HOLD-DOWN 1 <br /> from end 1 LOAD LOAD 1 MARK <br /> (ft) 1 lb lb 1 I <br /> 2-0 0.0 I -1097 1127 I MST37 <br /> 2-1 4.3 I -1097 1127 I MST37 I <br /> 2-2 10.3 I -1104 1111 1 MST37 <br /> 2-3 14.3 I -1104 1111 I MST37 <br /> 1-0 0.0 1 -489 671 1 TD1 I <br /> 1-1 4.3 I 105 225 I TD1 <br /> 1-2 8.7 ( -3459 2977 1 TD2 <br /> 1-3 10.3 I 97 210 I TD1 I <br /> 1-4 14.2 ( -4008 3388 I TD2 <br /> Notes <br /> 1. N/R = Not required - compression controls. <br /> 2. NONE = Uplift exceeded specified hold-down. <br /> 3. Due to the applied dead loads, some hold-downs may differ within <br /> a shear panel. The highest capacity hold-down will be used at <br /> CUSTOM DESIGN & ENGINEERING, INC. <br /> March 3, 2022 Page 37 f 67 <br /> Copyright©2022 Custom Design&Engineering,Inc.All rights reserved. <br />