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'Shear Transfer Connections XPSTC <br /> Fasteners and Spacing <br /> y U( C in N N V) V) U (1) N V) N <br /> a) 9 _0 9 .a .0 .0 _0 SD SD .0 .0 9 <br /> y <br /> l0 W N <br /> •R N NW O N. r ,M -1 .--r 01 <br /> c 0. ,.o LI ,o- N '.0 Qn , - r.-11.4V . <br /> a 3 u u u u u N 2x Plates 3x Plates <br /> f0 � � '� rn a N r" � 3 <br /> {A c co C Q m tb m Ol m m u <br /> z c c = c o c Q Q Q Q <br /> ro O� o O rn O� , ro ro a) ro aU ro 3:1ro ra <br /> a a a ID- a 0 c E a frt. o _ <br /> m <br /> `--° n `n n LF) (- -1 (a aw <br /> A 150 11 9 48 46 10 33 16 101 75 1101 <br /> Shearwall Capacities from SDPWS-2015 Table 4.3A <br /> o MINIMUM Tabulated <br /> I NOMINAL PANEL value Adjusted <br /> 3 THICKNESS Nail or Staple size based on for HF @ <br /> a (inch) DF 16"oc <br /> 6 242 7/16" 8d @ 6"oc 260 242 <br /> 1.The above allowable capacities were reduced <br /> by 2 for ASD and are for Seismic loads. 2.Shears are <br /> Allowable Wind loads are 1.4 greater. This office permitted to <br /> be increased 3.G=0.43[1- <br /> decreases the wind sheathing shear,v s, to values (0.5-0.43)] = <br /> demand by this factor rather than using the shown for 0.93 <br /> increased capacity. That way,only one set of 15/32-inch <br /> capacities is needed for simplicity. sheathing... <br /> 1504 Grand Ave_SSSlateral 180309_s1803016 I i I 6 ST <br />