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PROJECT NAME: HULTS RESIDENCE ADDITION <br /> JOB: X10-2854 <br /> Refer to the analysis(below)for distributive loads <br /> 4 8m2-(2)2x8 DF#2 a <br /> 6.29 ft <br /> 1266 1266 <br /> Col Col <br /> Shear <br /> Moment <br /> 2.2 Analysis of 13m 2 - (2) 2 x 8 DF #2 <br /> **NOTE THE LOADS SHOWN ABOVE ARE UNFACTORED - SEE BELOW FOR FACTORED LOADS** <br /> ->Design Loads: <br /> Notes: (1) Point and distributive loads are sequential. <br /> (2) wD = Dead, wS = Snow, wL = Live, wW = Wind (similar for point loads) . <br /> (3) All loads are measured from the left end of member. <br /> CUSTOM DESIGN & ENGINEERING, INC. <br /> March 3, 2022 Page 43 167 <br /> Copyright©2022 Custom Design&Engineering, Inc.All rights reserved. <br />