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Shear Transfer Connections XPSTC <br /> Fasteners and Spacing <br /> w• JD _0 .0 JD _0 _0 En trE <br /> y <br /> 0 N c, 00 O CD O O O n O V r, ti <br /> V V t\ <br /> 0 G .�-, .-� L�l1 V' .�-, VN-i LII rnM, .--1 .^-i <br /> N )0 <br /> v <br /> 310 "v u u t u u G L 2x Plates 3x Plates <br /> to -to <br /> N o -to m L9 H N I I- 3 o <br /> L L .ro cn C Q I -J = C O op, ro [o W co Ol oo O� co ti <br /> C Z C C C C O C <br /> O St <br /> o ut O O ‘8 <br /> ON C (o r0 2 f0 2 �6 ,...7., <br /> T N <br /> �0 2- to E -?1 <br /> -'1' d E E o - T - ip - s io <br /> w E in E E E in in E N a ao a \a co a <br /> W i) .--i in in ,, — L�1 --+ in <br /> - <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 /> d Tabulated <br /> .o L MINIMUM NOMINAL Adjusted <br /> ra A Nail or Staple value <br /> U PANEL THICKNESS for HF @ Ga <br /> size based on <br /> (inch) 16"oc <br /> a DF <br /> 6 242 7/16" 8d @ 6"oc 260 242 11 <br /> 4 353 7/16" 8d @ 4"oc 380 353 14 <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, t'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 2)_221010_API_ ST <br />