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<br /> <br />Force to North Wall Line 1996 lb (seismic) <br />L shearwall 16.0 ft <br />L total 43.5 ft <br />v line 46 plf <br />v wall 125 plf <br />delta 79 plf <br />Drag Force (positon in feet from end of house) <br />Position (ft)Force (lb) <br />0 0 <br />12 946 <br />16 763 (8 x 141 x 1.6 x 1.5/1.62 = 1,671 lb) <br />20 1078 =755 lb (ASD)(8) 16d TOP PLATE SPLICE GOOD FOR 1,671 lb OK <br />31 574 =401 lb (ASD)CS20 W/ 10d NAILING GOOD FOR 1,030 lb OK <br />43.5 0 <br />west <br />RE-ENTRANT <br />CORNER LOCATION <br />DRAG ANALYSIS AT NORTH WALL / RE-ENTRANT CORNER <br />2X8 CJ @16" <br />2X <br />6 <br /> <br />C <br />J <br /> <br />& <br /> <br />R <br />R <br />4X <br />6 <br /> <br />H <br />E <br />A <br />D <br />E <br />R <br />HE <br />A <br />D <br />E <br />R <br />4X <br />6 <br /> <br />H <br />E <br />A <br />D <br />E <br />R <br />4X <br />6 <br /> <br />H <br />E <br />A <br />D <br />E <br />R <br />4X6 HEADER <br />4X6 HEADER <br />4X4 POST <br />4X4 POST <br />8 <br />SD1 <br />8 <br />SD1 <br />2X8 R <br />2 <br />2 <br />2 <br />2X10 RIDGE <br />8' <br />2' <br />- <br />0 <br />" <br />2' <br />- <br />0 <br />" <br />SIMP. CS20 STRAP W/ <br />10d NAILING OVER 3x4 <br />FLAT BLKG. <br />4' <br />- <br />0 <br />" <br /> <br />M <br />I <br />N <br />. <br />1' <br />- <br />0 <br />" <br /> <br />M <br />I <br />N <br />. <br />4 <br />1927 & 1929 S <br />Hickory St2/12/2025