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HAACK- DUPLEX 14-12-105 <br /> JARNOT ENG�IIEERING, INC. im <br /> 25414.127th St. SE SHEET O OF <br /> MONROE,WA 98272 <br /> PH. (360)863-1831 GALCUL14TED BY DATE <br /> FAX(360)863-1.481 CHECKED BY DATE <br /> SCALE <br /> LINE 1.13 Garage <br /> E= 2.59 p` 1.0 TYPE: P <br /> W= 4.32 <= <br /> W,,,= 4.1 G <br /> V= 4320 L= 10.0 H= 9 <br /> v= 432 <br /> AB: v= 432 <550 5/8" AB @ 24"oc s <br /> ve=E/L= 259 <335 WALL TYPE 2A <br /> vW=W/L=432 <br /> De5ugn=0.71 v= 307 <335 <= WALL TYPE 2B <br /> Tor-e=v,H= 2.33 <br /> Tor-w=vWH= 3.89 <br /> E. (.G-.145 DL=(.G-.145DS)W(Lw/2+---Lo)= 0.18 <br /> W: .6 DL=.GW(Lw/2+—Lo)= 0.23 <br /> W=4'.O I+.OG= 0.10 <br /> Lw= 1.5 Lo= 3.0 <br /> E: Uplift= 2.15 <br /> W: Uplift= 3.GG <= <4OG5 HDU5/2-2X <br /> 5hort Segment 5hearwall5 (<2:1 aspect ratio for seismic loads) <br /> Lr, h E L v h/2w vDEs <br /> 1.5 9 2.59 10.0 259 3.00 777 <830 WALL TYPE CA <br /> L 5/5 4/11/201 G <br /> urcW-r—t wp+« <br />