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<br /> <br />OUVl1:R TECHNOL.OGII~S. INC. <br />PLO"IDA IHSTALLA.l1ON INST"UCTlONS "OR THE <br />. .\\,;C~ 11ft1'.~ !lERI~!l :aLL ~~~'OU"'~:aTlQN 8YSTI!.... <br />:, ~/Lt~;i"'W;;:),O~l .'" MODEL11!l1~(STEP.1-15), <br />~ ,," '. '. J . '- :0/ ![;:"',~:dlJ.,:"t"t:.o>>bI'" -/NA' -iV.FOL'OW $.......,. 1." . <br />. . - ~:..,i\t_T':"-4'!._':'I~_,'_~r:t-~....-. _ ,.,., 1L,,"~,i:.. .. _ ,~ . <br />-', ., ....:~..,;:. : ~ ;'0,. ADOING LAm"AI.AIrM: ~J1Gwl1l:pc 10-15 , <br />'. 2.... FOR CONCRfT. APPUCATlONI: FoDow $te", 11-19 <br /> <br />jlL\;lC I <br />l\~..i><i,'n t f(I; <br /> <br /> <br />E~ICllIIiIlI!IlS S'l'M'''' <br /> <br />._-" <br /> <br />0JOlNII!AG stAMP <br /> <br />1. SP5CI.Al. CIRCUMSTANCES: it tl1e following condltloM occut . STOPI Cont~ot OIl'V&f' Thch"oJo~ Cltt 1-800-284-7437 : <br />a) Pier height exceeds 48' tl) I.Q\1gtJ1 of home exce.ds 76' c) Roof eaves e~Clted 16" d) Sidewall height e:<ceed 9S" <br />~) Location is wlthln 1500 feel of OO$s! <br /> <br /> <br />'NST~LLATION OF GROUND PAN <br /> <br />2. '~~move'~~ed& and debtls In an approxImate two foot squar~'t~el(pos. flrm loll tor' ~aCh grQi,lnd pan (0) , <br />3. Plac~ ground pan (C) directly balow chas.sls l-beam . Press.ordl'lve peri firmly into soli until flusn with or below Boll. <br />SP.ECI~I.NO"J'E: The .IQngituglnillL~.vkQrace system 8srvea.l!sc~pierunder the home end $/'lould be.loaded a,Uny <br />.othe'. ", ,j~~tr1roQ!1Q.e,d.c l!lveling pl."" 'rId.C!. q ~1~lnehJ113')b&fcre home Is foweredcornpietely on <br />.:}~'1~~ }~te,s~e~s)tih~ t~llJer)re~ov. ja~t ,. '-'~~:~.. . , . <br /> <br /> <br />NorE:. . . iNST^LUNG T .. ITUDJNAL ')"8T.I'" miJ.'t, A,MINIMUM OF 2 SYSTEMS PER FI..OOR tiCT'ION 18 RIQUIRI!O. SOIL. TEST <br />PROSE SHOIJLO BE USED TO DETERMINE CORRECT TYPE OF ANCHO~ peR SOIL CLASSIPICATlON. IF PROBE TEST READINGS ARE BETWEEN <br />175 & ~7!l A tJ FOOT ANCH07t MlJlT tll unD, IF "~08E TlST ~INGS A~E eETWeEN l7eol 380... 4 FOO'I' ANCtfOlltl'4AY ee U$~D, vile <br />GROlJNO ANCHORS WITH D1AGONAI.. TIES AND STAlIlLrZEft PLATIiS EVERY 5'4" . YIlmCAL TlIS Altl ALIO RIQl/fRID dN HOMIS SUPPLlI;) <br />WITH VERTICAL TIE CONNECTION POINTS fPlR 'LORIOA IItEo.) . <br /> <br />4, Seleet the porrGlct square tube bniC8 (e) length for set. up (pIer) height at 9Upport looetlon. (The 18" tube 1$ always <br />used as the bottom PQrto1 the longltudlnelllrm). .Note: either'fubeCfll'l be used by Itself, eut 8M drlfled tqlen~h ~91onQ 8S f.l;; <br />40 tCJ4s degree angle Is tYItlinI3'jn!d/ . . .. '. ' . <br /> <br />o",~;;.. .1.~26'ADJUSTAel.e """',,';. . <br />'c#.~~.t~~b;'JS~t,l:,ijI~~~:l.:~' <br /> <br />,i1t,. ~"";_f----'~ }-::.....~-'22.. ~--.c <br /> <br /> <br /> <br /> <br />32" <br />44" <br />54" <br /> <br />18" <br />18" <br />1 . <br />18" <br /> <br />5, Install (2) of lhe 1.50" $QuAr~ tubes (E: (1S"luba}) inlethe .U' bracket (J), Insert oarrlage bolt and leave nut loose for fiM! <br />adjustment. <br />Q. F'laci!ll.bEl~m connector (F) loosely on the bOttom flange of the I-beam. <br />1 Slide the selected 1,25. t\J~a (E) Into 9 1.50' tub\) (E) and atIl.ilcn to j.belilm c;onnsctr.:r; (F) and luten looilefywfti1 bolt and 'lut. <br />S. Repeat Steps: 6 through 7 t.o Cl'laaW the .V' pll1tt~rn cf tlle ,qUlIr. tube$ loosely In pl~C:$. ine angle Is not to exceed 45 <br />.de9r~~do<OQt below 4Qde9lJ!lc~'.;' .0. . <J{\i,." . . .. <br />9~Aftero.~~8i'e tlghtel'ledt9~J:,2~'~md 1.50' tuballV.rng:tOUr(4) 1/4-,,14 lt3/4"511Ir.fappingscrewa In p/'&odrilfed holes, <br />----~:',,_dts_ ~ --c-. _~~.:.:~~.-:..-:}~~'"-<~~~:"~- . ..C:-..:_~.- <br />. .. ... - INsTli!unoN OF LATERAL TELS$COPINO TRANSVERSE ARM SYSTEM <br />T/Oll'iMODK 11 01 .V" (LONOITUDtNA.L &lA.TeJlAL 'ROTeCTlOH). ~NATES THE NEED FOR MOST ST.48I1JZl:RPU1P!S ,\ "'''AMI'! Ties. <br />PlOTII: TH1l usa OP TH" SYlTDfRltaUlJtES V!RnCAL TIES SPAQOD AT 5'4". <br />f:OUR FOOT (4') OPt.OUND ANCHOR MAY B.USII) IXCIPTWHIIltI THI HOMIl MANI.IMCTURIft SPEC"I!!! CIPPllItINT. <br /> <br />10. Install remaining vartlo:al tie-down sirsp$ er.d 4'gl'Cul'ld al'lOl'lOf$ per home manufaoturer', Instructlons. NOTE: C~nterline <br />anchors to be sized acoording to soil torque condition. Any manufacturer's specifications for sidewall anchor loads in excess of <br />4,000 Ibs. requIre a 5' anchor per Florida Code. <br />11. NOTE: Each system ill required to hays at frame tie and atabll~ralteched at eech lateral arm stablllzlng locetlon.Thla frame tle & <br />stabiliz.er plate needs \:0 be located Within 18" from of cer.terl1round pan, <br />1:2, Select the aorreot sQuere tube breea (H) length for S&t-up lateral transverse 8t support looatlon. The lengths come in elther60' <br />or n"'Elngths. (With the 1.50" tul)$ a9 the bottom tube, and the 1.2l5" tUbe 8$ the inserted tube,) <br />13. Inslall the U~C transverse brace (H}l,O the ground pan connector (0) with bolt and nut, <br />14. Slide 1.25"lransverse brcaCEI Into the 1.50" brace and attach to adjacent I.blilam connector (I) with bolt and nut. <br />.15. Seoure 1.!O- .t~(!NJ& em, to 1.25" transverse 81'm usIng t9ur 14\1/4" -14 x ~J4h Seif..l.8cl)ina IillOI?W$ in Dre-drllled holes. <br /> <br /> <br />+ <br /> <br />OLIVER TECHNOLOGIES, INC. <br />1.80o.2B-t-7437 <br /> <br />'l'&lephor16: 9~1.i915-4555 <br />Fax: 931.796-J.W <br />www,ollverte{lh"Cllog/e~..c)I'"' <br />