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JARNOT ENGINEERING, INC. � SANTOS 06-06-102 <br /> 25414127th St. SE sNeErr+o '-� � <br /> MONROE,WA 98272 c����B� T.15 � 08-09-06 <br /> PH. �360) 863-1831 <br /> FAX (360) 863-1481 GNECKEDBY w*� - <br /> SC4E - <br /> LME 2.B <br /> E- I.69 � ��� <br /> Wa I.26 <br /> V✓Mn�' 2.28 <e <br /> V� 2280 L= 14.4 F1= 9 <br /> v-V/L- 158 <240 W�LL M'E I <br /> T�r=v11= 1.27 <br /> .6 DL=.6 W(Lwl2+-Lo)� 0.54 <br /> W=6'.015+.06= O.I S <br /> Lw- A.0 Lo- 4.0 <br /> Upl�ft= 0.73 <1.25 HT520 <br /> 5[rap Windows <br /> f Wall L Win J T�. Wpi Lo .6 DL Uphk <br /> � .4 6.5 79 0.63 0.I 5 3 0.85 -0.22 OK- No liotdowns Rec{'d <br /> i i.0 79 0.63 0.i 5 3 0.36 0.27 <br /> Short Segment shearwalls (<2:I �spect raho for seismic bads) <br /> L,� h E L v 1V2w �ors <br /> 3.2 8 I .69 I A.4 I 1 7 I.25 I 47 <240 WALL Tl'F'E I <br /> LIN[ I . I <br /> E� 3J3 � � .00 <br /> W� 5.24 <- <br /> wMnia 4.79 <br /> v- 52a0 L- 3 i.I n- 8 <br /> v=v/L= 16B <2A0 wALL 1l'F'E I <br /> <190 i�2� A� ' <br /> T-��=vti= 1.35 <br /> _ .6 DL=.6 W(Lw/?_+--lal= O,fS5 <br /> W=4•,O I 5+.06= 0,i 2 <br /> 1��= 15.5 Ln= 4.0 <br /> Uph(t= OSO OK- No 11olAox�ns Req'A <br /> I.ME I .4 <br /> E= 2.6�, 1`- I .00 <br /> W= 2.2t3 <br /> �'r.nr�' 3.15 <� <br /> V= 3i50 L� 29.0 t1= 8 <br /> v=V0.� IGA <240 �Fa�stm OK <br /> < i25 I/2'IABQu 72'oc . <br /> � <br /> 1 _=e11= 0-L�-' (�-T. Of. bv In•.�,crho�� <br /> .,. . .i. , .. ��...-m.,. ����� <br /> .. ��' lll\IIM . .. . .. . .. ... •n. . . .e . ., � <br />