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10/2/2017 Michael Leachman P.E. Page <br /> 7/14 <br /> Design Build Services, Inc. <br /> Engineering and Construction Management <br /> 28119-120th St.S.E., Monroe,WA 98272 <br /> Phone/Fax(360)793-9659 <br /> ad-Keith Addition <br /> A.)Lateral Demand,Shear Wall Detailing <br /> B.)Gross Loading <br /> 8.1)Seismic Load 4454;;lb <br /> 8.2)Wind <br /> 6.2.1) Front 4945lb 10/5 psf MIN <br /> 8.2.2)Side 5127.113 Zone(A B,C,D) <br /> C.1) Front X-X <br /> Distribution Factors Distribution <br /> Diaph. Between A [sf] Pressure Load [Ib] Xin X(i+1)n Xin X(i+1)n <br /> X1 m-X2m . 27 10.; 270.0 0 85 015. 230 41 <br /> 85 5. 425.0 '0.85 0.15 361 64 <br /> 71, 10' 710.D , 0.35 0.65 249 462 <br /> 5' 1020 D , O•35 0 65.` <br /> 204 357 663 <br /> Total 1196 1229 <br /> X2m-X3m 43 10, 430D''.::,,'.. 0.15 0.85; 65 366 <br /> 96 5 480.0 , 010 020 48 432 <br /> 103 10 1030.0 0 65 . 0.35 670 361 <br /> 196 5. 980.0 0.65 0,35 637 343 <br /> Total 1419 1501 <br /> Totals V, [Ib] Wall Lengths, [ft] v, [pit] Scheduled Shear Wall <br /> X1 m 1196.3 16. 74.8 51-76 <br /> X2m 2647.8 24.8: 106.8 51-6 <br /> X3m 1501.0 Existing <br />