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<br />OUV'ER TI;;CHNOLOOIES, INC. 'l,.,."j~'n ('iO~
<br />IflOJlilIDA IN-tTALI.A110N INSTRUCTIONS FOR THE:
<br />MWF.I.. 1101 'V" SERIES AlLSTEl:L FOUNDATION SYSTEM
<br />MOOe. 1101""'" {STEP:!/ 1-15)
<br />:':t~f'tt-:",>; , I.ONOITVDINAL ON~r:FOI.I.OWSTEP$ 1-fI ,,'.. .~'_,:'" /.c;"..
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<br />, "~;~.S;Scj;.k,~;;Ci.h>ASTi~2i~s~~~i~le fO!l~rri'J conditio'ns oc~t ~ST!JP! Cont~ct Oliver Thohno/Ogi$$1111:8DO.284-7437 :' "
<br />~, , , ~ a) Piet"" 05'4([-,-; t~Jt1.:f\1~t11-!,f lio"rh~ .x:;;e.d(rQ:)~oof elav~ exceed fe"d)'Slaawall'he19ht e~celb 96'::---=-~': ;, '_'
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<br />~'. Remove wMds and deb.'is InM appro:<imate two foot square to ~:(POSEl firm loil for.oach grQi.!nd pan (0) ,
<br />:\. PI,3ce ground pan (C) djrf~ctly below chassis l-bear.~ . Press or drive pen firmly into soil until flush with or below MiL
<br />.sPECIAl.. NOTE: Tf>(A IQf\9,tudin:a1 "V" brace system sllrves as a pier urlder the hom" end should be loaded as any
<br />.,ther J:iier. It is rElcomman,:;!ed th~t after leve>ling pier~, e1nd or.e.thirtl inch (113") before home is lowered cornpielely on
<br />to pil3r~, ct:lmp;tlt~ f:l!~~s .1 fhr'\?ugh 9 beiow then remove jack$~ ,,~ >
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<br />cJ~~ .. . "..';r~'JN$TALLATION QF LONS1nml~"",L "'i" ~~ACE SYSTEM" )q' }:ti:~
<br />N9rg;lWHlo,~JN$1ALUNOTH~~/.ONGfTIJOINAI. S'n)TSM ~., AMINIMUM OF 2 $YSTIMS PE~ FI.OOR SECTrON " RIQUIRI!O; SOIL. TEST
<br />l>>I'tCel!l1fl-{O '0 'BE lJ$EDTO OEtERMINE CORR.:Ci;rYPE OFANCHOkp!R SOIL CLASSIPICATlON.IF ?ROe! TEST REAOINGS ARE !'lETW~SIl
<br />.. . t ~NCH It MUs-rIEUnD,HF ,ItOIJE TlST, . l)TN'GS ME e~E"l1e ...aSCI,.. FOOl ANCH Ye~ U$fD,U!JE
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<br />u3ed-a~l'tfff."'bOttom part'oHht!i .f1g1tiIdrnlisl'erm) Note:e:itt1eJ'.., .;CM be uMd by Itself, out M~dtmed to 1enQtf'r asIa
<br />4t) tc 45 degree angle if! !'I1al~t~iMd ' :
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<br />PIER HEIGHT
<br />(Apprcrx.45 deQr~e(: Maid
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<br />1.25" ADJUSTA8l.E
<br />Tf,Jbe Length
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<br />1.50" ADJUSTABLE
<br />Tube Length
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<br />'-beam r.:onMct()r{r=j1b6t!~ly on the bottom flange> . e -beam.
<br />? Slide the s~lecled 1.2!i" tuba (~) Into '.'l 1 ,SO" tul:>o (E) and attO'lch 10 ;.bsam connectors (f:) and fasllllnloollsly Wit~l bolt and 'Jut,
<br />,;.). Rapeat steps (3 tl1rOugl1 7 to crQatG IhE! "V. p;;lt~rr; cf tJ'~ $qUOlre tubf)lj: IOOiilely In place. The angle Is not to exceed 45
<br />dt;1orr~e and not below .d.O d~greM
<br />.;J. ;l,ft~~ all bolts a'a tight€'ned, s~cure 1.26' and 1,50" tubes u~in9 four(4) 1/4".14 r. 3i4" s~lf-tapping $crews h pre-drilled holes.
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<br />tNSTAL.1..ATION OF lATEF'tAL ~1..E.SCOPING lRANSVERSE A.RM SYSTEM
<br />01 "V"(I.ONOJ1'UDIN-'1.. .. LATeAAL PROT!CTlONII!L1M1NATE$ THE NEEO FOR. MOST STABIUZE~PU.T~S&. "'''''ME rles~~ .
<br />~;~0,<~:~. ...TUe. USI OP THI' SVITB! .. aWIES veRl'JCAL TJE$ISPACED A1~ 1''''' .~t~;~i;;;:,&;;';::~.". ~,:?: . .;,c, ~'~ .
<br />. NCHOIII MAY I.URIO IX, Iftl THI HOMI! MANUfACTURIff 'PICI"fs:1)J}I\ItI~I!-
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<br />iStii I plet~ need a to WI1hin 18" from of c . und pan, ... .
<br />'.7.. !:;eloct the [~orrect SClUfl~~ tube b~t.':r.:a (H) length f~r set-up lateral transverse at support looatlon. The lengths ccrne in eIther 60'
<br />or 71." I",ngths (Witt1 the U>O" tub~ 3$ the bottom tube, and the 1.2t5" IUoe 8~ the i~serted tuba.)
<br />.) 3. in$:t<lfi the 1./5C .t78nSV,m;€ brHGE: (H) \0 the tlrOund pan conl161ctor (D) with bOit ,md nul.
<br />'4. ~:;;Iide 1.2!j" ttansvJ?~s€ brecB In10. r,e 1.50" brace anel attach to adjacent I.beam connQclor ( I ) with bolt and nu:.
<br />,j.iL~~.1~Q.:..t~~;;r~~rtl.!Lf.1r:'tU;;LL25" tran$ver~e arm ,js!l!liQld!:.~.1Jj4" -14 ~ ~f4"~prnQ eCr,'w$ in Qre-d.!11!er.1 hQles.
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<br />OLIVER TECHNOLOGIES, INC.
<br />1.S00.28-4-74.37
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<br />T9lephc",: ~31-79l'j.4S55
<br />Fax: 931.7e1i~3~1.;
<br />WVlW, ol!verteQh"Cllogl(;~.,c"p.
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