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—--------- <br /> Yakovlev Residence 4 <br /> Remodel <br /> Structural Calculations <br /> 44 <br /> 41: 1 <br /> • <br /> z" <br /> cow <br /> Transverse <br /> ",wind.jPg" <br /> Transverse loading:To roof Diaphragm <br /> Wt:= Ps -(2-a)l +Ps -[I —(2-a)]-h + Ps (2-a)-{proof) + Ps [I—(2-a)]-(proof) <br /> 0,0 2 0,2 2 O'l 0,3 <br /> Wt=3965 Transverse bad io rod(Ios) <br /> wtn i := 16-1-h + 8.1-hroof=4800 minimum transverse load(lbs) <br /> 2 <br /> Wtroof M&x�Wt,Wbnin) =4800 Design roof bad(lbs) <br /> h hr <br /> Wiroof Ps0,0-(2a)- + Ps 0,2-(w—2a) 2— =3244 Longitudinal load to roof(lbs) <br /> 2 <br /> Wupfift:= 0. + 0.6 12--f 23.814 Max uplift(plo at Zone F minus <br /> �P'O,5*(1!)] 2) =— 12 psf roof DL <br /> Weight of roof is sufficient to resist uplift.Zero net uplift <br /> Recommend Silmpson H3 hold down @ 24"o.c.(OK for 182 plf uplift,90 pff in plane,72 piF out of <br /> plane) <br /> By: J. Conner, PE, SE Tsaruk Structural CaIcs.xmcd <br /> 3/9/2022 <br />.....................---------- <br />