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' . � ' .;�`> <br /> na:.. ..; «�..,-.-s�r:ra±^y��rAr-� _,._Lr.�:•1,�„�^.�s-._..... ,T-S'�-�,;_.-,-+•,; -`r;'7;�- �' ��=. <br /> :L. M''`�'m ,..t�a" . ' �Sr`, 'n�`2.�f�. i.. � :�!.3,. <br /> .4�'j;�, dti?"� - r,1R;, ;R�7G'4>� - -=,E':}`% �s. �.�.:t..�.r ':°?:.,i��;:.:,:'{r-�°'o�. �+, ;'`•a. -v`�. <br /> 4;�,.1;''e. :.t;'-�?n�:.r�r�!•w,qrr M'��Y:F'�:_- :��r..�2'�'M1t, .'.:�>� ..t'.',:Y <br /> - _' -,r�,_ N:3'-" - .7i7�: - ".i`�` �fi;.�. �.:" r'��..;. <br /> �_`v��- _ -�W';;y':�c^:';f: x'•"E�a..c"»=""sC �:.��i';,i ;=:(:����ij��a. ';>[ F tl�.� ,�;:;� <br /> � ,�r�.a- _ C V`t �• -_ �.'r.a}':� - _'il�•�. - .S.�r"�. <br /> �: iC�'+' - i.f:� c3`.� ^l�.iT _ _ _ _ -^'ff���:.-:-`.:.iY. NFi <br /> ,� �' F =�;:j" �F?. �;v::,;=�`;. '�:g t>'.I':�:, � 1 <br /> ;.�`� �, .-�s�r,..=;�r, G�;;�v;;.ir„�.'' .�:=::".�•:r: _ a . .. ` <br /> :� � `` � �� :.a��s.n ``''�''�'�� ` '� �y� <br /> - - - ,�� a..�;�'ly:i. �}��f;�Na lro�R;�w'�d�r rf[�:f r tii,S��`,'�i,tr.r'"�d,.,''�is,,�:�w,�7���:'r"�„�.y``;:�U;:c _ �I <br /> - �j"' �� •"s-"s S_.r.'J:,-fii E.�!`Sit y3 �.��s`x 7 �;� -= k'� ,s' �.f;.`.�`��+°6--�'•t, �t�. <br /> K..�f`.±-,Ya'4..,-,4��.-.c pc*`.' .l�w �y �h,�r..Z...yrf:s"..� ���.--.-;� ::.s- _ <br /> �;aL� �^�h C.:���i: _ ' .:�.'�'"� k;s;" '?':. .' _ <br /> Kq�'0:..�'s.. +�a.ti:i:_�'Sa'��fiA'�..r��ifitti...1:��.`-�."iY'c'YF'u`�5.��.."T.,a..,..�„�.......�.:iL'va...f.u�'r.N..':�S+i'�:.':'::.,.-':��� .. <br /> 467 Swan Ave • Hohenwald,TN 38462 • (800) 284-7437 • www.olivertechnologies.com • Fax (931) 796-8811"'�'`` ` ' <br /> ;��r <br /> "13. TEXAS ONLY: 17.5"x 22.5"ID k1055-21 and 23.25"x 31.25"ID r1055-20 may not be instatled in the State of Texas. <br /> 14. Stesf Piers: All eads are tested wiEh sleel �iers on 1000 PSF soil density unless olherwise noced. (See 15) If recuired,aclacl�with(04)2"#12 x'k"hex <br /> [ech screws. �Vlinimum Pier Base 7�/a inches. The Mulit-Pad configuration 35"x 25.5"ID�AIT-O6-1002 (03)recuires minimum 9�/<"�ier base. <br /> '15. Availabie �ads tes[ed on 2000 PSF soil densiry using steel �iers are: ID�f1055-'14,1055-9,1055-7 and 1055-'13. � <br /> 1_6. CALfFORNiA: Use an assumed value of 10001b/sc.ft.unless engineering and calculations are �rovided. <br /> INSTRUCFIONS for Muiit-Pad Configurations MAXIMUM PIER LOAD IN POUNDS: 'I <br /> Soil Bearing Maximum <br /> ABS Pad Tyies 8"Cell Blocic Value Load <br /> Oval 16"x 18.5'Pad 2.00 S uare Feet ID n 1055-23/AIT-06-1Q00 32'x 18.5" Sin le Stack 7000 Ibs./ .ft. 400�Ibs. <br /> Oval 32'x 18.5'Pad Configuration(03) 4.00 Square Feet Pad Configuration nrnd�a Starlc I 900(1 IhS./. .fl. R000 Iha.� <br /> Oval 17'x 22'Pad 2.50 S uare Feet ID; 1055-16-AIT•06-1001 3q^x 22" Sin le Stack 10001bs./sq.ft. 500�Ibs. <br /> Oval 34'x 22'Pad Confi uration 03 5.00 S uare Feet Pa�J Cortfiguration Double Stack 2000 It�s./ .ft. 10000 Ibs. <br /> Ovai 17.5'x 25.5"Pad 3.00 S uare Feet ID R 1055•171AIT-06•1002 35"25.5' Sin le St�ick 1�00 Ibs.I .ft. 6000 Ibs. <br /> Ovai 35"r.25.5' Pad Configuration(03) 6.00 Square Feet Pad Configurarion Double Stack 2000 Ibs.I .h. 120a�Ibs.�E <br /> "Concrete blocks are only rated at 8Q00 pounds, 8001 pounds and higher must be double stacked. <br /> I�A� JASSEMBLY <br /> �� �:,..� <br /> j �:;:; - _ , ". - ����i=.�4� � _ '_ , <br /> �. . 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"s.�.;,�.::s,��=:s;; _ ., <br /> h - - �;t.. .5:" .f'`,'i?. .G;_., <br /> :4.. �,^ .:fy� �:y:?. i,E;r"`§^.'sI-'.,- '�.r. <br /> .a-� R -.v. ;$5,< t.. ::ic':;:TM;"�:�.;. <br /> - '���._ - i�, c.r..r�,.v.': <br /> ...`� t>.:;.�E�.s��:.r__.._. ' v, ..J`, <br /> ....�J� - _ `",'J�s'-�F��� - <br /> �Vy ;�v <br /> Y.�'.�:.A'.:? ,. 2.. ,. 3 - <br /> �+�.i...4 <...:'Sti'..�.:a::al..✓...�. af. �. . .���: �j�. - �<::..�� <br /> �. .t..Y._.^._a•..+a_�-.t..i:L�....`'Y3 �i,Va+.._.:w2e:.••�.�5°:.i.._. .,....'-`:(':.`'......�.u'......�2�c�_._v:.__..:.-... <br /> SrTio�u e z��octcXs�de�y s aeg or s�oad STEP 2 - (�} 1,7" x 22" ABS PADS STEP 3 - Com�.lete Assemt�fy <br /> rateQ at more!han 1,000�bs�sc tooq (34 X 22 Corofiguration� 34 X 22 N�u lti-@ad Cor�figuration <br /> 1. General inswctions(on reverse)aeely to ali multi-ead configurations. <br /> 2. The 32"x 18.5" �ad configuraGon is formed by using(3)16"x 18.5"ABS Pads. Piace(2)i 6"x 18.5'side by side,and alace(1)16"x 18.5"on toe,laid in the <br /> o�nosite direcEion to the bottom Eads. <br /> 3. The 94"x 22" aad configuration is formed by using(3)'17"x 22`ABS Pads. Place(2)'17"x 22"Eads side by sitle,and(1)17"x 22" ead on toe. The[oe ead <br /> is laid in lhe oaiosite direction to the bottom aads. <br /> 4. The 35"x 25.5' ead configuration is formed by using(3)17.5"x 25.5"ABS Pads. Place(2)17.5"x 25.5"iads side by side,and(1)17.5°x 25.5"ead on to�. <br /> The toe �ad is laid in the o��osite direction to the bottom�ads. <br /> Revised 04.29.11 Page 2/2 <br />