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Shear Transfer Connections XPSTC <br /> Fasteners and Spacing <br /> V V V U) V V V V V V V V1 <br /> a) 9 JO Vl Vt <br /> a <br /> ✓▪ N O c0 O O O O O LiD O 1 LU 0,8 <br /> iDJ <br /> fp — iD Ul Q1 r\ <br /> C •-� •--i lfl 00 .-a l71 <br /> ►y �C <br /> To <br /> i - t 2x Plates 3x Plates <br /> 7-7 in 2 <br /> O lafl _ <br /> Q U N N_ M M_ <br /> rd r.2 <br /> d .--i 1 3 8 <br /> Z C C C C C O <br /> n N n n E n o 0 -0 rra a co -0 y -0 1.v <br /> E L .n E E E in E N a a m a <br /> W Ul V) � (n In \-I Lr <br /> A 150 11 9 44 67 36 8 35 10 74 75 110 <br /> B 210 8 32 48 25 6 25 7 45 53 78 <br /> C 332 5 20 30 16 3 15 4 25 34 49 <br /> Shearwall Capacities from SDPWS-2015 Table 4.3A <br /> v Tabulated <br /> MINIMUM NOMINAL Adjusted <br /> to Nail or Staple value <br /> al PANEL THICKNESS for HF @ Ga <br /> o N inch size based on) 16"oc <br /> DF <br /> 6 242 7/16" 8d @ 6"oc 260 242 11 <br /> 1.The above allowable capacities were reduced by 2 for ASD <br /> and are for Seismic loads. Allowable Wind loads are 1.4 2 Shears are <br /> permitted to <br /> greater. This office decreases the wind sheathing shear, l's, be increased 3.G=0.43[1- <br /> demand by this factor rather than using the increased to values (0.5-0.43)] = <br /> capacity. That way,only one set of capacities is needed for shown for 0.93 <br /> simplicity. 15/32-inch <br /> sheathing... <br /> 220207_SSSlateral(LOT 5)_221010_API_ ST <br />