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HNLehtinen �S <br />at- <br />4120 Noyr Ave. p� e No. <br />k":veretlt, WA 98203 <br />(4 23) 2S2-2373 <br />r <br />1f�Fv, <br />M p� t � � � <br />TABLE 2305.3.4 <br />MAXIMUM SHEAR WALL DIMENSION RATIOS <br />�lAXJ1�lUaA HEIGHT- , <br />TYPE A I ' <br />�I ♦Il tlt'I llfill pwicls or <br />Ict�ttard, nailed ed cs <br />�'o�r' other than seisrrt c: <br />For eels c: 2:18 <br />«ts't1 <br />11/ 1 <br />.,;;;I: tuaird. gypsum lath, <br />.c`cu1 IIIa%Icr <br />1 1/2: i b <br />� " <br />FETAL POUNDMr <br />MEMOEcRS FOR <br />��11J <br />�/NpHINn <br />V V <br />E� <br />.:�.tptt ru resisl scisruic forces. show wall height -width run" •Smaicr <br />;.,., ' l . I,ul my cxcT cm i /t:1. am pe;u*tad provided the a.Uowablc nccu " W <br />I P <br />tot 1'ohle 23W.4,1 arc multiplied by 2w/h. <br />It Ia lur ultblucktd construction. Heipmo-width rauo u permit- <br />rk• 2:1 inhere the wall is installed as blocked•construcUoa in accrv- <br />...• .tl1J >i CllUI1 :�lki.J.S.I .Z. <br />"�v/, 2 -t t U.75hty +d h E uAtlun 23-2 2,X ""I 1 `" 2-S011 <br />-- <br />rim <br />WWODW <br />I NDQQQ R <br />.0 ,�� <br />TtiE SHEAR CAPACITIES fb1 HEIGHT•TO-WIDTH RATIO WITW DESK'.N <br />I -- FOR FORCE TRANSFER AROUND OPENIN <br />2,, <br />MJn <br />2-5 . N�ncl Grvcle Common Pcnctrnito Th1c►;ncu <br />(o r Nail lint-- <br />M r r L x O Q F`►{ Sneat►un and Single -Floor 10d 1 518 IW2 310 a50 km <br />NOW Ttte Indicated shear numbers have reduced specific ra t <br />n by P� g vnty actor por rx,te I Uf ut-: <br />= 2. t �� x � - f. <br />� K-% �xl0x� fi <br />S <br />2. t <br />Kt Zy2ja01� yl <br />2 <br />LILuCKED 15132 SHEATHING. EACH SIDE, WrrH d COMMON NAILS <br />1; 2 to 0 C BOUNDARY & ALL EDGES / 12 in O,C_ FIELD, <br />in DIA It 10 to LONG ANCHOR BOLTS CD 6 to O.C, ' <br />&T�HD 14 <br />