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STRUC`i'URAL DESIGN ASSOCIATES, INC. �R�TAINIK.� WA��.i.s PDE� PICOR7SED <br />Lynnvrood, Washington ft,��'�S �SIDt�1CC <br />=L3L(o Mukl(.TE.o 'E�LVD, �VE�ETT;1�1A <br />a„ �C�S'C�.DE MIU,IJoprk : C�'iE�.l. GOI.ITRACTtN'.. <br />F: <br />`�2N6 <br />2" C1 <br />V-bars <br />T-bars <br />0 <br />" Dralns e 10' <br />0 d1a Lap <br />1�" Deep Key <br />._..-= <br />�V-Bars <br />RETAIPJTNG WALL TYPE II <br />NOTES: <br />f'C = 2,000 p51 � <br />fs = 20,000 psi � <br />Space control joints @ 25'-�'� <br />Joint depth � of wall thickness <br />Cut half of T-bara at joint <br />Every other V-bar may be cut ' <br />at mid height <br />Soil bearin� 2,000 psf <br />Backfill with porous material <br />ol � • <br />� � <br />m <br />ra ' ' <br />. Lug when h exceeds 10' <br />b <br />h a <br />0�_ 2� 8u <br />Z,_ y� gn <br />4'- 6� 8" <br />6,_ 8, g�� - <br />8'-10' 10" <br />10'-12' 12" <br />12'-14' 14" <br />14�-16' 16" <br />u <br />1�_ qn <br />2'-10" <br />q �—lo�� <br />��_ ZM <br />7�_ 6�� <br />9�_lpn <br />10'- 2" <br />V-bars <br />r4ei6 <br />N4816 <br />N4eiz <br />A'SB8 � <br />M5E6 <br />�Y789 <br />N787 <br />N726 <br />T-bars <br />B3@12 <br />N3812 <br />N3e12 <br />�ueia <br />x4ei2 <br />N5@12 <br />M5�12 <br />NSeiz <br />80-881 <br />, <br />:. • <br />]./81 <br />