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Page 15 of 29 <br /> Ross project: HAWARD HOMES LOT 1 by: RR sheet#: <br /> Engineering location: 36xx SHORE AVENUE,EVERETT,WA date: 6/16/2022 <br /> Design client: THE LEREN COMPANY job#: 2027 <br /> Inc <br /> Seismic Story Shear <br /> Story Weights <br /> Level 2 Roof 13.0 psf 1890 sq ft 24.6 <br /> Exterior Wall Above 0.0 plf 0 ft 0.0 <br /> Exterior Wall 40.0 plf 196 ft 7.8 <br /> Interior Wall Above 0.0 psf 0 sq ft 0.0 <br /> Interior Wall 5.0 psf 1890 sq ft 9.5 <br /> Low Roof 0.0 psf 0 sq ft 0.0 <br /> Other psf sq ft 0.0 <br /> 41.9 k <br /> Level 1 Floor 11.0 psf 1890 sq ft 20.8 <br /> Exterior Wall Above 40 plf 196 ft 7.8 <br /> Exterior Wall 45 plf 208 ft 9.4 <br /> Interior Wall Above 5.0 psf 1890 sq ft 9.5 <br /> Interior Wall 5.6 psf 1410 sq ft 7.9 <br /> Low Roof 13.0 psf 300 sq ft 3.9 <br /> Other psf sq ft 0.0 <br /> 59.3 k <br /> Story Shear <br /> C,= 0.149 (ult) <br /> Height Weight ve <br /> Level hx(ft) wx(k) h„w„ Fx(k) <br /> 2 18.50 41.9 774 8.94 <br /> 1 9.00 59.3 533 6.16 <br /> Total= 101.1 1308 15.10 Base Shear V= 15.10 k <br /> Vtotal=Cs x£,wx = 15.10 k <br /> F„=Vtotal x h%wx/Ehxwz <br /> Diaphragm Shear <br /> SDS= 0.971 <br /> IF= 1.00 <br /> Weight Story Shear Dia.Shear Max Fp, Min Fp, Controlling <br /> Level wi(k) Sw; F;(k) SF; Fp„(k) (k) (k) Fpx(k) <br /> 2 41.9 41.9 8.94 8.94 8.94 16.25 8.13 8.94 <br /> 1 59.3 101.1 6.16 15.10 8.85 23.01 11.51 11.51 <br /> Max Fpx=0.40xI,xSDSXW1= 0.39 x w1 <br /> Min Fpx=0.20xl0xSDSxW1= 0.19 x w1 <br />