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10/2/2017 Michael Leachman P.E. Page <br /> 11/14 <br /> Design Build Services, Inc. <br /> Engineering and Construction Management <br /> 28119-120th St.5.E.,Monroe,WA 98272 <br /> Phone/Fax(360)793-9659 <br /> D) Seismic <br /> Roof Area 2942 sf Seismic Shear 4454 1 4454 <br /> D.1)Front X-X <br /> Distribution Factors Distribution <br /> Diaph. Between A [sf] Load [Ib] Xin X(i+1)n Xin X(i+1)n <br /> X1 m-X2m 1259 1906D 0:50 050 953 953 <br /> X2m-X3m 1683 2548.0 0.45 055 1147 1401 <br /> Totals V, [Ib] Wall Lengths, [ft] v, [pif] Scheduled Shear Wall <br /> X1m 953.0 16 59.6 S1-6 <br /> X2m 2099.6 24.8 84.7 51-6 <br /> X3m 1401.4 Existing <br /> D.2)Side Y-Y <br /> Distribution Factors Distribution <br /> Diaph. Between A [sf] Load [Ib] Yin Y(i+1)n Yin Y(i+1)n <br /> Y1m-Y2m 2022 3061.2 0:50 0,50 1531 1531 <br /> Y2m-Y3m 920 1392.8 058 0.43, 801 592 <br /> Totals V, [Ib] Wall Lengths, [ft] v, [plf] Scheduled Shear Wall <br /> Y1m 1530.6 13.7 111.7 51-p,,,,;,,;,;,;;;,;,;;,,;, <br /> Y2m 23315 20.8 1121 51-6 <br /> _...... <br /> Y3m 591.9 Existing <br />