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<br />92 <br /> <br /> <br />2x4 STUD FRAME WALL <br /> <br />~ <br /> <br />~", <br /> <br /> <br />,~ ~. <br />.-:~ <br />-, <br />-, <br /> <br />Vert: <br />~". <br />---------------.t: Horfz: <br /> <br />none <br />4 #6 bundled <br />as shown <br /> <br />i~ <br />:~: ' <br /> <br /> <br />8" STRUCTURAL PLAIN (UNREINFORCED) <br />CONCRETE WALL <br /> <br />, . ;.JI LF= <br />:..--- ,;.-!-- _~..-/ 'i --;- <br />:-;-.'~ r-,----'- <br />./. ~ r-------- <br />I i .i-~ ~--;- <br />~:- - '":-./L/)-//! /! // t~=- <br />"r-L ~//: >,/!~ -- ~ <br />I -. ___: ;._(. ':- <br />- '/.' /'./ I~ <br />. /' >", I..- /' ! . <br />_/, . ",/ J/ I--..L......l~ <br />,,/':.- //~ <br />- I '.' I. ' t I . <br />"'>1./1 <br />_ /," /1 . //! <br />/r Ji....r Vert: #6@ 4' <br />/1 'j/( i~ Horiz: wire reinf't <br />/! & 4 #6 in bond bm <br />, ]" anchor bolts x 12" @ 6' <br />,.,," ,/ into slab gJ:outed into block <br />';~:>'~..'J~ ~'__':' J . -..:;; <br /> <br />-:/ ' .; ':", 7.< :7-- <br /> <br />8" REINFORCED BLOCK WALL <br /> <br /> <br /> <br />...-Anchor plate <br />/ & bolts <br /> <br /> <br />A36 steel WF girder: <br />TYPICAL W 12 OR WIO <br /> <br />--- <br /> <br />~ <br /> <br />steel column with top <br />and bottom plates <br /> <br /> <br />.[,' 'L <br />,'. '.;,':'"~-~~--_. ". .A/ <br />A(~..:". .f. <br />~~,.\.:~:p;.' <br /> <br />STEEL WIDE FLANGE AND <br />COLUMNS <br /> <br />Figure 11.5 Buoyancy wall design. (Reference 26). <br />