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PROJECT NAME: HULTS RESIDENCE ADDITION <br /> JOB: X10-2854 <br /> 2 WINDOW/DOOR -443 -216 470 223 <br /> 3 SHEAR WALL 470 223 34 10 <br /> Notes: <br /> q = Diaphragm shear. <br /> v = Shear wall shear. <br /> dq = q - v (this level) + v (upper level) <br /> Table 6 - Drag forces (Factored loads) <br /> Level = 2 <br /> PANEL END #1 PANEL END #2 <br /> PANEL ID TYPE WIND SEISMIC WIND SEISMIC <br /> LB LB LB LB <br /> 1 SHEAR WALL 0 0 -220 -596 <br /> 2 WINDOW/DOOR -220 -596 234 632 <br /> 3 SHEAR WALL 234 632 28 77 <br /> Level = 1 <br /> PANEL END #1 PANEL END #2 <br /> PANEL ID TYPE WIND SEISMIC WIND SEISMIC <br /> LB LB LB LB <br /> 1 SHEAR WALL 0 0 -266 -378 <br /> 2 WINDOW/DOOR -266 -378 282 390 <br /> 3 SHEAR WALL 282 390 21 18 <br /> Notes <br /> 1. Wind load, W = 0.6 x Load <br /> 2. Seismic load, E = 0.7 x 1.25 x Load. Apply requirements of ASCE 7-10 (SEC 12.3.3.4) <br /> CUSTOM DESIGN & ENGINEERING, INC. <br /> March 3, 2022 Page 32/67 <br /> Copyright©2022 Custom Design&Engineering,Inc.All rights reserved. <br />