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<br />..~ 'If"" ,,~ .IV~ ~"1 ~~,.. ,'.....:'-'l ~ , - ~ " I- <br />14i 1\1,",~~i'1t 'I It "1~~111 ~~ 1 ~I __--.. '~:.. <br /> <br />~. .~ -1 ~'I~.,,".""",, <br /> <br />.~..__........ :.~ ;~"'~f-c""-:~__ -<-"'1".................,- - ~ ._...~." . . _ <br /> <br />:; <br /> <br />---.-. ---.----.-.-----..-----. <br />.--.----.-----.---.-.-.-- <br /> <br />- <br />. <br />;, <br /> <br />I CAGE: E-::{~\CING <br />/,~" / //// /~ <br />.,/:<,~,:/:>:>,:iZ~"~/ ,/ / 0J I <br />/ . ,~.~,~._-' -- .'-L ~ <br />,',,/ ~=~OC ~;T -l T <br /> <br />'/,/' " D.>fll'l:i I i:m.'!l:EJI I I <br />.-- [J on. tll;um n \oItn1l>1 -'-'_1 <br />/:,/: r}{,' [t, - =- '1'1:" O:':.t:ll <br /> <br /> <br /> <br />~::;2 -1L_____1 J <br /> <br />DET f-'l1iJJ <br /> <br />ROrT I. VALL .1lAC1~G REQUIRED <br />nJl G~)LLHlP,fLA T <br />so: 'OlES JI:\.1l\f <br /> <br />:l <br /> <br />- <br />till <br /> <br />~ <br /> <br />w;>;(L2r//////; <br />r~-<:-\U- -- <br />r-"::.):. <br /> <br />: ,~ <br />! i' <br />r--' - .. <br />"" <br /> <br />, <br />, <br />" <br /> <br />- <br />rIJJI <br /> <br /> <br />:= <br />I> <br />; <br />; <br />;; <br />; <br />;; <br />; <br />; <br />; <br />;; <br />ii, <br />;; <br />iI <br />is <br />I <br />. <br />I <br />I <br />I <br />I <br />I <br />I <br />[----0_..___-.---..--- <br /> <br />I -O-__..,_____'____n___ <br />I <br /> <br />, <br />, <br />, <br /> <br />J <br />i <br /> <br />c <br />~ <br />~ <br /> <br /> <br />i " <br />r~"~;- <br /> <br />/ j :.'/ i -', <br />/ ~--'. <br />TC' :t1f>,""S "- V.'-L """""'" sa: In...... It1.lN / <br />~---~ .. <br /> <br />~ ~j_~< , DEl,,^: ~' - <br />~, ~ ~<., : / <br />" ~ ~/'r '" <br />~1 g ~t/ "'--: <br />1=~~rnDV/ //1 <br /> <br />~ <br /> <br />:.J <br /> <br />, <br />, <br />, <br /> <br />..J <br />'" <br />;t. <br /> <br />" / //,/ / /7< lb'a;' <br />/, '/////7 <br />> L-"'"l\~'~~ <br />'\',.. '., ! <br /> <br />,_.:::~ ...~L ,__, <br />'~_;~ "'_ I <br />.. 1 <br />,.. <br /> <br />,?",,t<' .. .. <br />r~__--, ,.::.:.-. <br /> <br /> <br /> <br />I <br />Ii; <br /> <br />, <br /> <br />, <br /> <br />"-., I'U Jt:VlClJ>'G <br />" <br /> <br />~ <br />~ <br />i <br />~ <br />/ <br /> <br />I <br />j <br />I <br />I <br />iil <br />1,.,. <br />I': <br /> <br />STMM,LSS STttL <br />c..ILE H1N THIacJ€ss <br />JI3a' <br /> <br /> <br />: I )~, <br />~ 1<<:::. 1 ,2' '),8,:~, <br /> <br /><;-- >~.t: '- '..:., --:J"'~RU\j <br />, ',-1'/ <br />;CR~: l.r' 't" \.... / <br />'" " .~ <br />. . \:~( <br />~ - <br />TYFIC,~1. TOP STRAP BIlA.CING <br /> <br />.?.y2 .4iG..C <br />V'j ',.1/4 tlD S'K) <br /> <br /> <br />\ <br /> <br />CllllC:OLurn <br /> <br /> <br />-, <br /> <br />318' EYE ~Ll <TY,", <br />"I IXlJILE V4SlIE. , NUT <br />f:ACH SIl'[ <br /> <br />, :SO" X I' I vr :~ <br />\./ :"",f1I\ AJC::H1II 1111 GottV.lT1i_' ~n:f <br />Cl:_>("''''~ ....11 ""', \ <br /> <br />t~~~~~. ~ <br />.. ~ :; ,4Ca-:-" .. <br />. <. .>/ . ." , <br />'../1) .0' '.0" " <br /> <br />.. <br /> <br /> <br />be NG..[ <br />l v.' <br />~j <br /> <br />,EAIoE NtJN <br /> <br />r 1<IIt. <br /> <br /> <br />e X e NG..[ <br />"'I Y WI _ <br />I III j' 110 SICS <br /> <br />I <br />I <br />I <br /> <br />.*1 <br /> <br />-----....------.-.---.--- <br /> <br />NOTES: COFNER CI\BLlc, OR RIGID BRACING SHALL BE USED ON ANY WALL NOT DIRECTLY FASTENED TO THE <br />HOUSE IN I)RIIEF~ TO RES :;T DIAGONAL STRESSES DUE TO WINDLOAD, THESE CABLES SHALL EXTEND DI~GONALL Y <br />FROM EACfl C :JRNER, rel':,ION SHOULD BE ADJU~TEO BY THE USE OF TURNBUCKlES, TURNBUCKLES SIIALL HAVE <br />LOCKING DEV (;1: TO PRE lENT LOOSENING. THIS STAINLESS STEEL CABLE SH,\LL BE AT LEAST 1750 POUNDS TEST . \,'\: <br />STIlENGTH, T 'IE BOTTO"':lF THE CABLE SHALL BE FASTENED TO THE SLAB WiTH THREE 1/4" FASTENINGS OR TWO r (' <br />sm. FASTHlln:;s WITH A I'B" STRAP, EITHER WALL BRACING OR TOP STRAPS SHALL BE REQUIRED. 0 y' <br />:\ \', " <br />~/' ,\0. ~\ ~, <br />'<~.. ~ <br /> <br />~ <br /> <br /> <br />-------..-----.-------- <br /> <br />~~ ALUMiNUM STRUCTURES MASTEl! PUN <br />l~o~~j(j,~'!EEll!~~,~~sOpyRIGHT AL. II~C, 1994 <br /> <br />45 <br />