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<br /> ALIVER'i'ECHN4LOGiES,3NG. � " rc��isim►6!07
<br /> FLORl�3A INSTAl,LATI�At lP1S'FRUCTiONS FOl2 i'HE
<br /> E�0�3El.��bi"V",�121�5 ALL.Si'E�l PO DATIQi"�SYSTEM,
<br /> MODELI#01"Y"(&TEPS i-i5)
<br />' , LOtdGlFLlDJfdAL Qhif.Y•FOLLOW STFFS :-9
<br /> � FOR af?ALYG�,4'TER�L ARP,t:Foltow Stsps 90•1�
<br /> Ft3a COh'CR�T'��PFUCA'�tGldS:Fotf�bv Steps 16-18
<br /> F.1�tGtNEcRS S�'h}:IA ENG4NEEStB S7h!�„'
<br /> i.SPECt��GiRCUt�STAt,4CcS:if�e fotfewing condiuons ac�r-STt�Pf Contacf Qliver'�echnaJc3gies af ?-8C�0-284-7437: �
<br /> a) Pier h�iaht excpe�s�8� 6� Lec�gth of f�ocne excee�s 76`c)R��eaves exc�E� '(6°d}Sidewall height excee�96n
<br /> e)Location is within '{500 feet of coast
<br /> fhi,ST}���T�Q�O�GE2„g4Jt�Q PAFd
<br /> 2. F�rrtave�v�eds and dsbris in an appreximate two foot sqssare to expase�rm soil for each ground pan (C}.
<br /> 3. Place gro�nd�an(G)�ir�c�y be{ow ctiassis!-beam.Press or drive pan firmiy into sait untit fiush wih or belaw soit.
<br /> SPEC[Ai�l�a7E:Ttze lor��i#udinal"V"brace sys#em ser:es as a p;er an�er #he t�ome and s�ouid be lcaded as any
<br /> other pier.ft is recommenderi that affer leveiing�iers,as3c!one-third inc,�t(1t3II}befare home is favrered comp:e:e}y a�t
<br /> to�iet's, cx�m�ipte steps�it�rruc�h 8 belo��,�:pn remcv�jac�cs.
<br /> SP1:�T��E�s'TtC�A�f3F LQ�Ca��t�i:�Af�`�Rtr.C�SYST�?'�f
<br /> Fl03E: Y'a'li�AF IP3STAI.E.[YdG Ti�ic I.0l�fG17Tll3Ih[f'►L SYSTEP.#�; A Ys�{Ni€�JIU�4 DE 2 SYSTENtS F�F��t,00R SECTEGt�15�QiJtREQ.S¢4L T�ST
<br /> PR(78E S�FOClL.0 8E USED 7p t}fiTEf2t��6td�CS3RRE�'f tYP�t}P A.�lCNOR PElt�D]!.C1.P.�4FtCA�tTt�.iF PROB�TE�'t'�E1`,ilt�,�GS�R���`���i
<br /> 4?8�2i S A 5�C3C3T RtdCHG3R[iiUST 8�[3SE�.tF E'�03E'f'�S3'REAtD1NGS ARc S�3VdEEhD 275&35Q A 4 Fa07 A1r'CFiOR i�Y�E ttSE�3.JS�
<br /> G�0€'dt�sD F.PICIi��ZS ViiCiti[3iFsGOhTAI.TIES AE3L3 STAs4LIZER PLA�ES EV�RY 5'�".`'�itTiCAL 71ES RRE ALSB REQI31RcD At3 HORRES StJPALIc�
<br /> Wt'Ci�#VE42'17CA�.'i'(E 40HHECTtQ�Tf POi�tTS(PEit FtQR[DR REG.�,
<br /> 4.Setect'�he catrect squ��e tt;be braae(�.)tength for set-up(pier)height at support foca�ian.(z'he 98"tus�e is 2'�vays
<br /> v���f��t��ie b�fY��pas�.�f 4.fiQ�cng?tudi^.at a�.^�t).hfate: Ei�zer tia�e can be�;sed by'st5e4f,cut and�ritied fo(angth as fong as a
<br /> 4�J�a �45 de�ree an,4�is r�-a�xBnYainea,
<br /> FtER HEtGEii 1.25"�OJliSifaB�E 1.�c3'A�JUSTF�I��
<br /> (tt��ox.45 deerees E,��.) Tube�engu� Tesb��.en�'h
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<br /> 5. t;�statt(2j of tf�e 1.5�"SQU2rC8 tClb2S(E {4$°tu�e})into t'�e`Up�racksf(J),in�ei#carria�e�St ard le���e���4t 400se for�;nst
<br /> adjus�.ment.
<br /> 6. �:���t-�,Gam c�nn�c���r(r)i�sefy o�t��te�oitc�m:ar9ae ofi ths f-��am.
<br /> 7. Sf4ue#ha sel�.,ts� 9.��°t�sb�(E)i;�to a 1.50b tube(�}an�at�.ach to i-b�rn cc;►nEctr,rs(F}and#aster►IcasEly���th bolt and nut.
<br /> 8. R2,�ea�steps fi�fQt:�h 7 ta creatQ the"V'pattem of tize squa;e tu�vs Soose',�'sn�!a�-.�he ar,�te is not to er.ceed 45
<br /> degree and nct beiow 4Q d�yrees.
<br /> 9,f�ft�r all bo!�s ere`,��`�:ene�,sEcure i.2a and 9.50II t��s usi�g foar{4}il�n-'I4 x 31�+°sef�:apgin�scre�a�s 1n pre-dnli2d hol�s.
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<br /> i E-ic irGi�>L iiG9 "`J" ,LCs:�Gi�!l�SiP�'-.�&L.�i�F,��l F�^-,Q�C'izC3Pi}�L��i,h'A"i'E8'�'F14 4�€ErD f0?P�4Cfi�5T!',IIELtZ�2�'LG�TcS�Fes�+Y�;c TiES.
<br /> �!�i E:'CriE US�4F TEtiS SY3TcEd rsQ:d�RCS 1 c�`C4G€,E.T6�S SPr�,C�D/-.T 5s".
<br /> F�JL'R FQ�T(9')rROUttD At�;Gs�aR�.4R.Y fl�s.;5:'s�L�Y.CE��C,Ik:`:�2{�4:'E�E;C�nf:FJI`�:.�UFE:C i Ej�ER S�EC��i�S�tF'rEREh'f.
<br /> i0. Inst�lt remaining ve:#ical tie-down straps and 4'gro�snd ar+ci;ors psr harrra r,�arou;act;:r�r's ir�s�;;scti�ns. t�o;�;Csn�e:fi�e
<br /> an�ors to be sized a�rdin�to svil tory�e condition.As�y t�a�u�ach:�ffir's specifir�t3�ns ier si���n�231 anc,"��r i�ads in exc�ss of
<br /> A,�J001bs. require a�'anchor�er Ftc�ri�a Ca,:a.
<br /> "s1. �or�:EGch systsm is;eyuired to have a frame tfs en�s':�k�ii�zer ar��he3 af e�c�f�'.�ral arm�:a�ilizir�s i•��}t�n.Thss f;am:�fie �
<br /> stabil'�z.er plate nseds to be tocated within t8'�rom afi c�nter ground pan.
<br /> �2.Setect the c�rrect s�uare fv�e�arace�H}{ength for set up latsral�rarstrerse at su�porl{oca+.ion.The ieng�.�s cAme in ei��r 6�"
<br /> ar 72"lengths. (�'��th�e 1.5�"tube as the bot#�m tube, and the 'i.25"tube as t�`�e ir�sEr��tu�e.)
<br /> 13.4ns!�11 the 1.50�ra;�sverse br�ce(H)fa ft�e ground p�,n cannc-ctor(D}with b�ft and nu+
<br /> 14.Sfide 1.25"transve�se bra�e ir.to:t�� T.5�"brace and a�w:h to adjacs�t i-�eam cG�nect�r t{ �V�E�i b:Sd�'d.hL� flUi.
<br />' 15. Sec��re 1.50"trans.+esse arm to 1.25'trar�sverse ar+r.�ssintl faur�4) ?f4"- '{4 x 3!4s seSf-tappinq sCre��s in o�e-dstlted holes.
<br /> �:..�y� ;:l.I:�ER i�C�it�i4f_+`3G1ES� It�C. Tciephone:93;-7?r-n,555
<br /> ��I. Z-8�O�i E$-74$7 F2x:S3i-796-8811
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