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_B Date <br /> 4120 Hoyt Ave. PaLye No. 0f <br /> i'lverCQi, 'WA 98203 w <br /> iz123) 252-2373 <br /> TABLE 2305.3.4 <br /> MAXIMUM SHEAR WALL DIMENSION RATIOS v <br /> MAXIMUM HEIGHT- <br /> TYPE <br /> J ,u'uiun'ul panels or Por other lh._seismic:31/Z: VETAn_nouNOARr <br /> M(EMNEHS FOR mn�lpOw i <br /> oaded edges For$et$ 11C:2:1' FORCE TnANSFpn <br /> 1• ICS— �f� L/ `__ <br /> AROUND OPENING. <br /> �f'�L F�dr�n-Jr LL� � TYPICAL <br /> -- V <br /> hu.o.d.6YPsuu1 lath, I I/ 1" � <br /> E � --- <br /> uCnl I,IasICY 2 <br /> In resist seismic forces,shear wall height-widdl ratios grt:ater <br /> _ i.Iu,Inot excecding3'/1:1.arepermittedprovided theallowableshearWALL <br /> is i,ie 2 30(3.4.1 are Multip Y /1LIGa1T lied b 2w/h. �/) /l P¢R F t-. /` <br /> l_ L� /` _..�. <br /> n.•.. 1,ler unblocked construction.Height-to-width ratio is pennit- - ._.-- / '•� <br /> here die wall is installed as blocked eonstrucdon in accor- A <br /> _ + —'+0.75he, •+d„ -- (Equation 23-2) ---1 <br /> V, 2j� nvr Ren vnnn. — I <br /> VV ! (b)HFIGHT-TO-WFOTN RATIO W171i DES M.N <br /> l O- 1 i" THE SHEAR CAPACITIES FOR FORCE TRANSFER AROUND OPF WN,, <br /> i� -� (..� Min <br /> �� OI Z6 x G-- 56 Panel Crade Common Peneuauol'I'hlckness <br /> ( Nail (in) 0111 I ; <br /> Sheathing and Single-Floor 10d 1 5/6 <br /> w <br /> P. 6 , Id Nole:The indicated shear numbers have reduced by specific aravily factor per note 1 of tilt <br /> 15 R x 3� <br /> 12- 21 � <br /> VSE SW Z <br /> LOCKED 15/32 SHEATHING,EACH SIDE,WITH Cl COMMON NAILS <br /> 2 1.10 C.BOUNDARY 8 ALL EDGES/12 in O.C.FIELD, <br /> •;r,;n,DIA x 10,n LONG ANCHOR BOLTS @ 6 in O.C. <br /> D ► o <br />