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,.A '•T�_ ti .r r_ T,.N _.`.-"_-.-.:c�tt,.+_ _+, + �arE•.wh+';'`;•:_:1�'w.. rF;...:. �=3.,v� _ ,+.",�Y �ti C �'�n- :_,,4-.•_- �'pG::�.V*az;:.--.:wC^;.f-�...:F_.r. .. .J _ _ Y '^�, '-u �'' - �A X�'�.`?T�::•%"•P�'.- ? -��-•r••'�^4 C„Q��^,_•�,'3�".':t-,-a-i`r•5 -a,� - -''fi'f �? ft•.L.Vey 4� �`'ty.sn`"`J F.n'),y� A•i�.5 C!• F�?IY"�''-'�,v - F:.r .a-3-'.`:!::i _ -ar-ti:-•:�'`:;Y_:. .�r T�'T�N�,y��1"SNT,.am��,.�'•+{'q:rr.-�°�._A'-i+, �� 367,Swan Ave o Hohenwald, IN 38462 0 ziu`%�-�:.:r~ .--=��_`�=��_.,�_F�,:•..�...;�u_.�=��.��.:�.��'-; ,_I� .. .. _� • (800) 284-7437 s -xvw'w.olivertechnologies.com o PaxT(931) 796-fi8"]l`'`k InstallationJnstructions forABS"Pads For use on.all Mobile and Manufactured Homes, including HUD approved Homes and .Modular Building Patent#t5503.500.and other patents pending GENERAL INSTRUCTIONS: 1.Alf pads are:to be installed:flat side down,ribbed side up. 2.The ground under the pads should be leveled as smooth as possible Mth all vegetation and debris removed. Pads to'be placed on evenly compacted soil,at or Below the frost-line or otherwise protected from the effects of frost.Refer to NCSBCS/ANSI A225A 3.Pier 8.pad spacing will be determined by the manufactured homes'written set=up instructions or any local or state codes. 4.Center blocks on ABS pad and complete pier. 5.The open cells between the ribbing on the upper:side of the pads may be filled with soil or sand after installation to prevent any accumulation of stagnant water in the pads: 6.A pocket penetrometer maybe used to determine the actual soil bearing value. If no soil testing equipment is available-use an assumed soil value of 1000 lbs./square foot. NOTES: is All pad sizes shown are nominal dimensions and may vary up to 1/8'.. 2.The maximum:deflection in a single pad is 5/8'measured from the highest point to the lowest point of the top face. (NOTE: Actual test results were less than 5/8') 3.Pad loads.are the same when using single stack or double stack blocks. 4:The maximum load at any intermediate soil value may be interpolated between the next lower and next higher soil values given in the table below- 5. Any ABS.pad configuration may be used to replace a home manufacturer's recommended concrete or wood base-pad. 6.Steel Piers: All pads are tested with"steel piers on 1 Q06 PSF soil density unless otherwise noted. If required,attach with .2'#12 x W hex tech screws. Minimum Pier Base 7 1/4'.The Multi-Pad configuration requires a minimum 9 1/4'.pier base. 7.Available pads tested on 2000 PSF soil capacity using steel piers are: IC#1055-14, 1055-9-1 1055-7 and 1055-13. 8. If soil capacities exceed 3000 psf,use the 3000 psf soil values from the table. PAD SIZE ID N0: PAD AREA Oval 16'x 18.5' 1055-23/AIT-06-1000 288 s .in. 2000 Ibs. 3000 lbs. 4000 Ibs. Oval 17'x 22' 1055-161Arr-oE-1 001 360 sq.:in. 25001bs. 3750:lbs. 5000 tbs. va 1 7 5'ii 2 105 384 go.in. 2667 Ibs. 4000 lbs. 5334 Ibs. =. 6667 lbs 9600 lb a 1 5° 2 5' .: . : 055-1WA =06- 00 :.: 432 s .in. 3000:Ibs. 4500 Ibs: .6000 Ibs. Oval 21'x 29'. .1055-22/Arr.06-1003 576 s .in. 4000'lbs. 6000 Ibs: .8000 Ibs.* 10000 Ibs. 12000 lbs. Oval 23.25'x.31.25° 1055-20/AIT06A 004: 6.75 s in.: 4688 Ibs:. 7032:lbs. 9376 Ibs..*-.: . i 1 PAD SIZE ID NO. PAD AREA 1000 PSF 1500 PSF 2006 PSF 2500 PSF 3000 PSF S uare 16°x 16' 1055-14/A =06-1005 256 s ,in. 1778.lbs. 26641bs.: " 3556 Ibs. 4445 lbs. 5333 lbs. S uare 18.5'.x 18,51 1055-9/A -06-1006 342 sq.in. 2375 lbs- 35501s. 4750 Ibs 5935 Ibs. 7100 lbs . S 6dare=20°z 20' 1055-7/AfT-06-1607 400 s in. 2750 lbs: 4126 Ibs. 500 Ibs. 6875.tbs. - 8"250.Ibs: _.-.. uare ` 2 °. . . . . .1055 `3! -06- 8 0 . . 76 s i 000 bs: 6000 Ibs.. . 6 bs t _ QO bs `. 800 lli "` *Indicates that Piers are required to be double blocked. EXAMPLE: 16'x 80'section(Alabama only) PAD SIZE 1000 PSF 2000"P$F Oval 16'x 18.5° 3,0„ 6,0„ rir:,;_ Oval.17 22' 31911 71611 a? Oval 17:5"x 22.5' 4,0„ 8101, Oval 17.5°x 25 5": 41511 gip„ A. Q rx: ;�. �. ENGINEER APPROVAL Revised 08.08.12 Page 1/2