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PROJECT NAME: HULTS RESIDENCE ADDITION <br /> JOB: X10-2854 <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 I <br /> from end I LOAD LOAD 1 MARK I <br /> (ft) I lb lb I 1 <br /> 2-0 0.0 I 0 0 1 I <br /> 2-1 6.0 I -1550 1750 1 MST37 <br /> 2-2 14.6 I -1550 1750 I MST37 I <br /> 2-3 20.6 I 0 0 1 1 <br /> 1-0 0.0 I 0 0 1 TD1 <br /> 1-1 6.0 I -4462 4210 I TD3 I <br /> 1-2 14.6 I -4462 4210 1 TD3 <br /> 1-3 20.6 I 0 0 1 TD1 <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 /> both ends. <br /> Table 5 - Drag forces (Unfactored loads) <br /> Level = 2 <br /> q v dq <br /> LOAD lb/ft lb/ft lb/ft <br /> WIND 147.88 346.72 -198.84 <br /> SEISMIC 107.29 251.56 -144.27 <br /> CUSTOM DESIGN & ENGINEERING, INC. <br /> March 3, 2022 Page 23 /67 <br /> Copyright CI 2022 Custom Design&Engineering,Inc.All rights reserved. <br />