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rinncr: �RotrtEPs i 3-i �-i 03 <br /> JARNOT ENGINEERING, INC. J0e <br /> 25414127th St. SE sMeerNo �o oF <br /> MONROE,WA 98272 <br /> PH. (360) 863-1831 caicuin�o ev oArs___ _. <br /> FAX (360� 863-1481 CHECKEDBY __ORTE <br /> sca� <br /> I.IN[ I .3 <br /> F= 1 .31 (� �.0 TYF'E: P . <br /> w= 2.09 <br /> w,.,ur 2.3� <_ <br /> V= ?310 L= 26.0 11= t1 <br /> v= B3 <br /> A6: v= 83 <I 90 I/2" AB @ 4f5"oc � <br /> v,.=FIL= 47 <230 . WALL 1YPE I A <br /> v���=W/L= 8.i � <br /> Design=OJ I v= 59 <?_30 <= WALL TYPF I A <br /> i„�;=v�ti= 0.38 <br /> T�,�.,,,=v�vFt= 0.66 OK - No tloidown5 Reqd <br /> LINE I .A <br /> E= 2.63 p= i .0 iYPE: P . <br /> W= 3.1 I <_ <br /> Wr,�m= 2.50 <br /> V= 31 i0 L= 23.0 t1= t7 - <br /> v= 107 <br /> A6: v= I 07 <I 90 I/2" A6 @ 48"oc � <br /> v�-FJL= 9 i <230 WALL TWE I A <br /> v�y=W/L= 107 <br /> Des�gn=0.71 v= 76 <230 <= V��LL M'F: 1 A <br /> T„��=v�t1= 0.72 <br /> ior w=�wH= O.aG OK- No tfotdowns P.cq'd <br /> Shorl Seyment shearwall�(<7_:I aspecl r.alio for seismic loads) <br /> l.� h [ L v Id2w ���rs <br /> 2.5 f1 2.63 29.0 9 I I .60 i�15 �230 W�I.L TYPE i i1 <br /> LnlS IPN:I?ni3 i.��n.rwo ' 0�I1 <br /> / <br />