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JARNOT ENGwEERING, INC. .mg HAACK- DUPLEX{ 14-12-105 <br /> 25414-127th St. SE SHEEF Na /c) <br /> MONROE,WA 98272 °E <br /> P-1. {360}863-1831 CALCULMEDBv DATE <br /> FAX(3W)863-1481 CHECKED BY <br /> DATE <br /> SCALE <br /> LINE 1.2 <br /> E= 2.59 p= 1.0 TYPE: P <br /> W= 3.39 <br /> WMIN- 3.87 <_ <br /> V= 3870 L= 31.5 H= 9 <br /> v= 123 <br /> AB- v= 123 <275 5/5" AB @ 48"oc 5 <br /> ve=E/L= 82 <230 WALL TYPE I A <br /> vw=W/L= 123 <br /> Design=0.71 v= 87 <230 <= WALL TYPE I A <br /> TOT-E=veH= 0.74 <br /> TOT-w=vWH= 1.1 1 OK- No Holdowns "d <br /> LINE I.A <br /> >_= 2.59 p= 1.0 TYPE: P <br /> W= 4.68 <_ <br /> WMIN= 3.44 <br /> V= 4680 L= 19.0 H= 9 <br /> v= 246 <br /> AB: v= 246 <275 5/8" AB @ 48"oc 5 <br /> ve=ElL= 136 <230 WALL TYPE I A <br /> vw=W/L=246 <br /> De5ign=0.7 I v= 175 <230 <= WALL TYPE 113 <br /> TOT-e=veH= 1.23 <br /> TOT-w=vwH= 2.22 <br /> E: (.6-.145D5) DL=(.6-_145D5)W(Lw/2+-Lo)= 0.24 <br /> W: .6 DL=.6W(Lw/2+-Lo)= 0.30 <br /> W=4'.0 I+.06= 0.10 <br /> Lw= 4.0 Lo= 3.0 <br /> E. Upfift= 0.99 <br /> W: Uplift= 1.92 <= <br /> E/W: Perforated Wail 5egment5 s <br /> E Wall E Open Max h %L %H Co vDE5 SW Type Uplift Holdown AB Len AB AB Spa <br /> 19.0 17.0 6.7 0.53 0.74 0.64 213 IA 1.91 19.0 213 5/8@48 <br /> 19.0 17.0 6.7 0.53 0.74 0.64 269 2B 3.46 5THD 14 19.0 384 5/8@32 <br /> 5hort 5egment shearwalls (<2:1 aspect ratio for 5cmmrc loads) <br /> Lr, h E L v h/2w uDE5 <br /> 2.5 9 2.59 19.0 136 1.80 245 <335 WALL TYPE 2A <br /> 3 9 2.59 19.0 136 1.50 204 <230 WALL TYPE I A <br /> L 3/5 4/111201 c LJt-1- <br /> h-k aV� � � <br />