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JARNOT <br /> GjINEERpING/+ INC. <br /> HAACK- DUPLU 14-12-105 <br /> 25414-127th St. SE SHEET NO. q <br /> D <br /> Mf3ONROE,WA 98272 of <br /> PH.(360) 853-1831 CHID BY DUE <br /> FAX(360)853-1481 CHECKM BY <br /> Dnm <br /> SCALE <br /> LINE 2.13 <br /> E= 1.55 p= 1.0 TYPE: P <br /> W= 2.00 <br /> Wm,N= 2.16 <br /> L= 21.0 H= 8 <br /> ve=E/L= 74 <230 WALL TYPE I A <br /> vw=W/L= 103 <br /> De5ign=0.7 I v= 73 <230 <= WALL TYPE I A <br /> Tor-r=veh= 0.59 <br /> Tor-w=vwH= 0.82 <br /> E: (_6-.145DS) DL=(.6-.145D5)W(Lw/2+—Lo)= 0.30 <br /> W: .G DL=_GW(Lv42+—Lo)= 0.38 <br /> W=6'.015+.OG= 0.15 <br /> Lw= 2.5 Lo= 3.0 <br /> E: Uplift= 0.29 <br /> W: Uplift= 0.44 <= OK- No Holdown5 Rc,5(d <br /> Short Segment 5hearwalb (<2:1 aspect ratio for 5e15mic loads) <br /> Ln h E L v h/2w vDF5 <br /> 2.5 8.0 1.55 21.0 74 I.60 118 <230 WALL TYPE I A <br /> LINE 1.1 <br /> E= 2.59 p= 1_0 TYPE: P <br /> W= 3.39 <br /> WMN= 3.87 <= <br /> V= 3870 L= 42.0 H= 9 <br /> v= 92 <br /> AB: v= 92 <275 5/8' AB @ 48"oc 5 <br /> ve=E/L= 62 <230 WALL TYPE I A <br /> vw=W/L=92 <br /> Design=0.71 v= G5 <230 <= WALL TYPE I A <br /> ToT-E=vets= 0.5& <br /> ToT-w=vwH= 0.83 OK- No Holdowns RagU <br /> L 2/5 4/1 1/2016 <br /> - Laal-Haack iia <br />