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<br /> 467 Swan Ave • Hohenwald, TN 38462 • (800) 284-7437 • www.olivertechnolrogies.com • Fax (931) 796-8811�',;,�,.,
<br /> ,���i
<br /> �nstallation fa�structions for AB� Pads
<br /> Foc use on all Mobile and Manufacturec� t-lomes, in�ludinc�
<br /> HUD approved Womes and Niodul�r Building
<br /> Patent#550350� and other patents pending
<br /> GENER�4L INSTRUCTIOtdS:
<br /> 1 Ala pads are to be installed flat side down,ribbed side up.
<br /> 2. The ground under the pads should be teveled as smooth as possible with all vegetation removed. Pads to be placed on fuily compacted or
<br /> undisturbed soil, at or below the frost-line or otherwise protected from the effects of frost.Refer to NCSBCSlANSI�A225.1
<br /> 3. Pier&pad spacing will be determined by the manufactured homes'written set-up instructions or any local or state codes.
<br /> 4. The open celis between the ribbing on the upper side of the pads may be filled with soil or sand after installation to prevent any accuinulaUon of
<br /> stagnant water in the pads.
<br /> 5. A�vckel peneUoinetei rnay be used lo deteirnine lhe aclual soii beariny value. If no soil lesGny eyuiprnenl is avdilable-use an a5surneci soil
<br /> valu�of 1000 Ibs./square foot.
<br /> 6. AI�pad sizes shown are nominal dimensions and may vary up to 1/8".
<br /> 7. The maximum deflection in a single pad is 5/8°measured from the highest point to the lowest point of the top face.
<br /> (IVOTE: Actual test results were less than 5/8")
<br /> 8. Pad loads are the same when using single stack or double stack blocks.
<br /> 9. The maximum load at any intermediate soil value may be determined as the avera�e of the next lower and next higher soil value given in the
<br /> fable below.
<br /> 10. If the home manufacturer shows soil densities greater than 3000 Ibs.When using ABS pads,do not exceed 30Q0 Ibs. soil pier spacings per set
<br /> up rnanuaf.
<br /> PAD SIZE ID NO. PAD AREA 1000 PSF SOIL 2000 PSF SOIL 3000 PSF SOIL
<br /> Oval 16"x 18.5" , 1055�-23/A{T-06-90Q0 288 sq. in. 2000 Ibs. 4000 ibs. 6000 Ibs_
<br /> Oval 17°x 22" 1055-96/AIT-06-1001 360 s . in. 250D Ibs. 5000(bs. 7500 Ibs.
<br /> Oval 17.5�x 22.5° � 1055-21 384 s .in. 2667 Ibs. 8000 Ibs. 8000 Ibs.
<br /> Oval_i 7.5"x 25.5° 1055-17/AtT-06-1002 432 s .in. 30Q0 Ibs. 6000(bs. 9000 Ibs. `
<br /> Oval 21"x 29�' 1055-22/AIT-06-1003 576 sq. in. 4000 Ibs. 8000 Ibs.* 12000 Ibs."
<br /> Oval 23.25"x 31.25" 105�-20/AlT-06-1004 675 sq.in. 469�Ibs. 9388 lbs.* 9388 Ibs.''
<br /> PAD SIZE (D N0. FAD AREA 1000 PSF SOIL 2000 PSF SOIL 3000 PSF SOIL
<br /> Square 16n x 16" � 1055-14/AIT-06-1005 256 sq. in. 1785 Ibs. 3560 Ibs. 5333 Ibs.
<br /> S uare 18.5"x 18.5v 1055-9/AIT-06-f006 342 sq.in. 2375 lbs. 4750{bs. 7100 Ibs.*
<br /> S uare 20"x 20° 1055-71AIT-06-1007 400 s .in. 2750 Ibs. 550�(bs. 8250 Ibs. `
<br /> Squafe 24"x 24n 1055-13/AIT-06-1008 576 s , in. 4000 Ibs. 8000 ibs.'` 8000 lbs.*
<br /> *Coracrete blocks are required to be double blocked.
<br /> 11. Any ABS pad configuration may be used to replace a home manufacturer's recommended concrete orwood base pad.
<br /> 12. ALABAMA ONLY:The 2325"x 31.25" ID#1055-20 may not be installed in the State ofAlabama.
<br /> For the State ofAlabama all ABS pads shall not have more than 318"deflection. See�chart below for details on correct installation in Alabama.
<br /> EXAMPLE: 16'x 80'sectior�(Alabama only)
<br /> PAD SIZE 1000 PSF 2000 PSF
<br /> Oval 1 B"x 18.5° 2�9°� 5's"
<br /> Oval 17°x 22" 3�0�� s�o�� ��i:r
<br /> Oval 17.5°x 22.5° 3'9" 7's" - ����1 - -�=-
<br /> _.;,a`; - -
<br /> Oval 17.5°x 25.5° 4'0" 8��" - ::�. ,.=;;':.:�.
<br /> Oval 21°x 29°� ,-,� � „ - =.F -��,:,s.�_4;�
<br /> 45 8 0 ;�'� '�4_; '4,���.;.A�
<br /> n n ,�..,.. __,�'�riF;.a-}'��(�:'i71r"`�+`>;�;#+i.'
<br /> Ov�l 23.25 x 31.25 s�o" - s�o,. 'i;;:`.. -..`F;_:�.:.:_;�t;����.�.�,s.�,
<br /> Fc' � d:-Y'r 3�'.h=_e�i��
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<br /> Revised04.29.11 Poge T/2
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