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' ' page 1 <br /> OWER TECHAIO�.UGIES,It,1C: . . rs-��isian 6t07 <br /> Fl.Ott1DA INSTALLATION INSTRUCTtONS FOR THE <br /> I�AOO,��,,,,i101 W"SERiES ALL S3'EEl FO�,ljVDAT10A1 SY�y'�M, <br /> tJ10DEL 1101"Y"(STEPS 1-l5) <br /> ' LOd�GtT!!DIhfAL ONLY FOLLOW STEPS 1-9 <br /> � FOR ADAf,YG 4ATFRAL aRtd:FoUo•r�Steps�0-1� <br /> �R C�NCRk?�.4PPUCATIC3NS:Follaiv Sfeps 76-iS <br /> EN03NEERS STf3+IP ENC-INEERS STqh',P <br /> 1.SpEC1AL CiRCUt�STANCES:If tfie fQ{Iewing conditions occxsr-S70Pf Contact�fn�er Technologies at ?-80fl-�84-7437: <br /> a)Fier height exceeds 48" �) Length of hvme sxc�eds�6'c}Roof eaves ex�ed 16'dj�Sic�ewaR height exceed�6' <br /> e)Location is within 1500 feet of coast <br /> LPlS3ALi.A'rlOP�Q aF C��2n.Sl�I1 P,44T+d <br /> 2. R�move waeds and debris in an appror.imate two foat sq�sate to expose firm soi(far each grottnd pan (C} . <br /> 3. Place ground pan(C)dir�cty betow chass'ss!-beacn.Press or drive pan firmly irrto sait untit flush with or betow soil. <br /> SPECiAL t�OTE:The iongitudinaf"V°brace system serves as a pier un�er the hame and shoutd 6e Eaaded as any <br /> other pier. (t is recommended that affer leveling piers,and one-third 4nctt(1/3")bEfcre horrie is(owersd campSetely on <br /> to p;ers, compt�#e st�ps 4#f�r�ugh 9 bel��t thpn remasa jac�cs. <br /> �������c,n���Q��..g�,�.'i����.i���.4:�e,�it �21�CE SYaST�F�# <br /> P�Q'i'E: WHEN INSTALLlNG THE 1.OR►G1TUDtNAL SYSTE6�ONCY, A R�SfNIPJfU3s9 OF 2 SYSTEf�tS P�R FLOOR SECTlGFd BS REQUiREO.SG3L TEST <br /> PROBE SHt?tll.D SE USED TO DET�Rf�ItdE COR�tLCT TYP�t?F AtdCHOFt FEE2 SOi�CLAS5IF1CATiOt�.1F PttOB�3"ES'3'E�EA�tP,fGS�.f�B�iYt'�EW <br /> 17S 8,2T5 A5 FC3�T�tCt�t�3tt[�7[7ST BE USED.IF PROBE'i�Si'RFADiNGS ARc B�3Y'JEET!27&�&35Q A 4 F007 F.NCFiOR AyAY 8E USE�.1i8� <br /> GROiiriFD A�+4CFiORS V}'iTK DiAGONAl.TIES AKD S'IA84LtZEr2 PL.fi'CES EVERY a'A".VERTiCAL 71ES ARE ALSO REQUIREA ON HOMES 5t1PPL1Ep <br /> Vd!'CH!►ERTiCAL TiE COAINECTIQf�i POENTS(PEfl�FLORIDA RECzj. <br /> 4,Select the co�rsct square tt�be brace{E)lertgth for set-up(gier)height at support focation.(The 18"tube is alv�rays <br /> U���#�s t�¢b��ka;t par�of¢#��Songiiudit�at a*ttz1. t�lcte: Either t�abe can bs used by'stseif,ct�f and drilted fo length as tong as a <br /> 4�3 to 45 degree angle is rna9rsf�ine�. <br />' PfER YEIGHT 1.25"A,D.lUSTABLE 1.5�"ADJUST�`5�E <br /> (�P{�oyc,45 dearees Max.) Tube�e:►gth TtsE��en��h <br />� - -= _ _ = ' '_.n'. - = - ' -:��:� ' -' . _ -n'.�c�_qn � <br /> - ' '.�" _ ' ;_"�` _ ' <br /> ' _ .-=t- _ �''t:�'-;�Y`i;:.' - `>'+'k. <br /> �,."�ii'i._: - - " _ <br /> - �=a>:i <br /> ' :.5�.: <br /> ��. ...-i;. . ._:�_ .:..s t�.�. <br /> . . If . DYi ..�:-"'�.�ti*�'�, � <br /> ':y� " _S 'ir:-!=�'� __ _ _ - _ _ _ _ 5,,.. - -- - _ <br /> - - - - ::�:� - - "9 - - <br /> - - $-=< <br /> .;�� �.-. _ _ <br /> :�_�., _ <br /> = .�� - <br /> 7:. .4.r_to- - �x��= - - <br /> �1 25. - - r'�'�--' <br /> - - s-s:�< _ <br /> - =�> - - .�:.:-='�°- - <br /> - - - - �;- ��."�: <br /> ~243/4'to32`1I4" - - - =�� - - --- - - 1.8tl. . - <br /> i - , ' ' - _ - _ " _ -_ - " _4� _ �- - " <br /> - �.S. _ - �`f' _ _ <br /> _ _ _. - '•kln� � ''Cx � _ <br /> :��� _ - <br /> {_ ' _ <br /> �r.�:i� '_l..'J„-� <br /> - :.r"` G:x:" - - ' �.'� - <br /> x,�'� ��`,:-»y:,�p;K�.°:.,:_�,==;�,`.;: <br /> - - _�r. � _ <br /> - t��� :��L.'�°';,. :i. <br /> -33":#ii:41"= -s;�=:�w ��=.; _ - �3::�; <br /> �=f== --� - <br /> _ -r:: ,.,�=- - - _�.�.,..,�_�,. <br /> _ `;:�::r <br /> - "�'��;��`tt���'° - -- - - �>��. - - - - - = �$Q� <br /> 5. insta{I(2)of the 1.50"square ttabes(E {18"tu�e}}into tha"Up bra�ksf(J),tI1SBi'�Cafl'i8g9 I�`JI��ii�{��4�8 RLt E�OSa for�;nat <br /> adjus�nent. <br /> 6. P����t-��ans c�nn�rc�o�(�=)ir�ose4y on the bo'tom�tange of ths(-bsam. <br /> 7. S;��s th¢se'sects� 1.2b"t�.�be{E)�r�to a 1.50"tube(E)arstf attach to f-beam cennedors(F)and faslen ioosefy w�th bolt and nut. <br /> 8. Repeat steps fi th�oa�h 7 to creats the"V"pa�tert of tne square tubss looset�"sn place.The angle is not to er.ceed 45 <br /> degree and not below 4�degrees. <br /> 9,A�?sr elf bolts are tigh:enecf,secure 1.25�and 1.50°tui�es using fos�r(4}1/�4°-14 x 31�+°setf-tapping screti��s in pre-dri!!ev halss. <br /> �� � � i� T t4 R Y <br /> THc i#sC3L3�t't$fl9"V"(l.4laGi�lD6 't�s.'L€�.LA3EF.l�t.rP.OT�CTtGAt)��5�''d?'3AiE8 THE i��`sD EOI?�'.rdST STF.336tl2�i PtJ�TES E�FP.k,Yd�c TIES. ' <br /> i`�07E:T"tiE f�S�4fi THtS SYSTEii�i P2EQ:ltft€S�rRTfCA1..Tt��.S SPACED AT 54". <br /> FOLlTi�OOT(4')��QUt1A Atv�Ht3R�i�AY��i#5E��C�EA7 4�43'.�'�H�HOP��€s�,�,fJt4rhC7URER SPECtr`iE8 Ct;Fr`ER�hT. <br /> 'i0. {nstali remaining verticat tae-dovm straps and 4'ground anchors per taome manufaciurer's insVuctians.�OTE:Centerline , <br /> anchors to be sizeci according to soil torque c�ncfition.f+ny manufactvrer's sperafications foc sidstnGt}anchor foads in pxcP.,:s of <br /> 4,440 Ibs. requ'sre a 5'anchor per Fta7da Cad�. <br /> 'f't. P�oi'E:Each system is required to have a frame�ie and sia'�i)izer aitac,hed at�acn lateral arm s�.ah;��zirs�Sar�tion. This fr�me tie & � <br /> stabil"¢er plate needs to be tocated within 18"from af centec ground pan. � <br /> 12.Select the correct square habe brace(H)length for sei-up late�al#ransverse at support location,The{engths came in e'c`.tter 6�" <br /> or 72°lengths. (VJith the i.50"tube as the boftom tube,and the 1.25°tuhe as the insert�d tubs.} <br /> 13. tns:all the 1.50 transverse brace (H}to the gro;�nd pan cannector(Q)with balt and nt�t <br /> 14.Siide 1.25"transvet�se brace irato th� 4.5J"brar,a and attach to adjacent{-beam co�n�v�;(1 }w[th b�9#ar,d nv1. <br /> 15 Secure 4 50"transverse arm to 1 25'trans�aerse arm usinct fo�r{4)1/4'-14 x 3/4 sstf-tappinq screws in o�e-drikter!hofes. <br /> "' f�UVER TECHt�1�O��GlES, Ih1C. Tefephone:931-79&-4555 <br /> 1-�510-2847437 Fax:s3;-�ss-setl <br /> 2,•;=�sv.�li��e���.hna�o;;les.carn <br />