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<br />Longitp~inal Stabilization for Florirta <br /> <br />" <br /> <br />VVh"en using longitudinal st2biHz?t'on only, sidewail perimeter anchors with diagbnal ties and stabilizer plates. <br />every 5'-4' must be used en the home. Vertical ties are also required on homes supplied \vith vertica! tie ccn- <br />lectioil POlnts (per Fiorida regulations). : <br /> <br />+' ~ <br />, <br />, <br />! <br />~ <br />I j <br />i I <br />, i <br />I ! <br />f i <br />i I <br /> <br />; I I: <br /> <br /> <br />i I tJ <br />' ~ <br /> <br />T <br />i <br />j <br />I <br />I <br />i <br />1 <br /> <br />1 <br />I I <br /> <br />. <br /> <br />, <br />! <br />i <br />I <br /> <br />I <br />I <br />I <br />I <br />j I I, <br />I <br />i I j <br />I I <br />I I <br />I , <br /> <br />t <br /> <br />i <br />I <br />I <br />j <br />, <br />1 <br /> <br />+ <br /> <br />f + <br /> <br />! I <br />t f <br />I i I <br />t i <br />~ I <br /> <br />If I i <br />t <br />I i <br />I f i <br />I ' <br />, I <br /> <br />i f <br />i I <br />I f <br />I I <br />f i <br />J ! <br />I i <br />. ; <br />, ~ <br />i <br />. <br /> <br />f <br />j <br />i <br />i <br />f <br />, <br />. <br />i <br />J <br />+ <br /> <br />I <br /> <br />I I <br />I <br />i <br />I <br />1 <br />l <br />j <br />, <br /> <br />Typical <br />Placement <br /> <br />I <br /> <br />+ <br /> <br />Single Section <br />Up to 16' f~G;-ninal <br /> <br />OGuble Section <br />Up to 32' Nomina; <br /> <br />Triple Section <br />or Doubie \v/tag up to 48' Nomlna; <br /> <br />Wher~ the Xi System is used cniy as longitudinal stabilization, systems must be as evenJy spaced as Dossibie. fiG <br />more than is' from the end of the home. Maximum roof slope for singie units & double section is 5/12, fer <br />!ripie sectioiiS is 3.5/12, for the above number of systems. <br /> <br /> <br /> <br /> <br />S!oe~van anchors 'with venicai ties eve~y 5' 4" pei Florida requirements <br />R. oof slope of 20 degrees Of 1ess (See chart for 5112 fOof insta!lations). <br />Single and dou~:f. section Gomes require the same number of systems <br />," .: .- l... .4." i ..".... -n -,.. ,';-' 1 .. ,"r"C"". .... -u' ..... ~....o .....ri,..r,.-il_,...J ''''''\......Oit.....i .-.-,: t'''s+".........C' <br />:f!p:e Sec.iOi1 !iomesan'.l'J0UO.c secuo!!. om>:::) \'.-!tn taQ u!!L~ ltq if!;; t'd auuldullGl ,'.Jll~nu,-w,c, ~j ,,_'",.; <br />Diagram represents single sect~oi1 up to 15' width. dcub!e section up 10 32' 'Nidth, and triple section homes <br />:J p to 48~ \\Fidth. <br />\iCTE: Older homes withc..;t vertica: tie 2.Hacnments. reauire diagonal frame ties/anchors/plates every S'. 4' <br />per :!orida reguiations <br /> <br />~L <br /> <br />Xi Block System Assembly <br /> <br /> <br />,'-'h:t & l-'v~5he" <br /> <br />Bearr C-;fayn;; <br />Bracke-:. <br /> <br />f <br /> <br />~{~~:;'2?i{:r::i~ <br /> <br />j~ ,..;.':.~:: ".". -.".:; <br />'.- : -"-"- <br />t::....<..>> _~. ~ .._.... <br />~ ": <br />L_ - ..: ":-;:.-i, <br />[-':~-~;..:.--:~~ .-.-:-; <br />f:". . _ <br /> <br />f:{..:...._--...~~:.:-.~:.. <br />1:: .". <br />'-. -I. <br /> <br />f~__::-;J2~v~\ <br /> <br />- <br /> <br />-.- <br />j <br />! <br />i <br />i <br />-L <br /> <br />c"-"o!".~ ~1-1'Z L02 <br /> <br /> <br /> <br /> <br />~.. . ~/A"~ , <br />J"'........ J-"/~ 1 UV8 <br />~o"'-., , <br /><I' ...... .- <br />~-<'~..~.<l" /' ~ ! <br /> <br />',c' Sejf'Ta;':'~~~ ~':-e,,~ <:~~~'-., l,.....;../:_~. . <br />_. ._.._....~.~~.~ (2 pe1""s j=.1 ~_,,_ <br />.., .,,~.... <br />-- \...- . . .. .. ".'.<<.::j "-, ". . .... ..--:..1 <br />- ----..----.--.-~------------{&.:...,--- . i\--- <br />!......-- .----l, <br />! -- --- , <br />-.----- <br /> <br /> <br />_. .i <br />:;."-:-. <br />.:. ~:.::! <br /> <br />S~.j2 ~/!e~V <br /> <br />