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<br />Installation Instructions ft)r ABS Pads <br />For use on all Mobile and Manllfatttnjd H(1)'l~ including <br />HUD approved Homes and Modular Housing . <br />. paIcnIiISSCWOO lIJId otber.......~ <br /> <br />" . <br /> <br />GENERAL lNS1'R.UCTIONS: <br /> <br />1. All pads arc to be installed flat side down. ribbed side UD. <br />2. The ground under 1bc pads should be leveled as smoo1h as possible willa aU l'......,~ RlIJIOved. Pads <br />to be placed on nabJra1 grade ua1ess otbcrwise pmwnittP.d by the local 'baiJdiaa"8Idhorily. <br />3. Pier & pad spacing win be determined by die manufactured boDJcs. wriUaI scHIp iDsk_1ious Qr any <br />local or state codes, J1.& .. <br />4. The open cells between the nDbing on the upper' side oftbc pads may be f.iIled with soil CX' IIDd aftBr <br />instaUation to pnwent any 8CCPmP~ ofstapaat wider in the pads. <br />s. A pocket pear:txometi:r may be used ~ ~ !be acbW soil bciarh)s value. If soil-aIius <br />equipmant is DOt avaiJable. use aD ~ soil w1uo of 1000 1bs./ squaa mot. <br />6. All pad sizIes shown am nnnnn.l ~. and may vary up to 1/8.... . <br />7. 'Ibe ~ deflection m a dn~_ is SIr ~ ftom the h""""'point~ the Jowestpoiat <br />of the top face. (N01.'B: ~ ..1'Cl8UID __ lea .... 518"') <br />8. III fiost areas. a 6" dr:cp Cx.t.fine,lI pavelbaac ~~ ill weIl.....iuecl DD"n-Dost to..:eptible IOil is <br />recommeaded. <br />9. Pad loads are the same when usiDg siug1c staok or double staek b1ocb. <br />10. The maximum load at any intermediate soil value may be ~ined'as1J1e avaage oftbe next <br />lower and next higher soil value given in the table below. <br />1 L Any configwation (see reveise sido) may be used to rcp1acc a home mau.nfilcttuer"SlaC(DnrllMVJed <br />concrete OJ" wood base pad. _' <br />12, If the home manufacturer sbows soil.t-iti- greaW'-than 3000 lb. whc:n usiDgABS plds;cio DOt exceed <br />3000 lb. soil pier spacings per set up __I .. <br /> <br />Pad-8ize <br /> <br />Pad Area <br /> <br />1000 lb..Soil <br /> <br />2000 Ib. Soil <br /> <br />3000 lb. Soil <br /> <br /> Itt X 16" 2S6 sq. in. 1780 1bI. ... 3560 lbs. 5333 Jbs. <br /> 16" x IS" 288 sq. in. 2000 lbs... .,df -. 4000 n.. 6000 Jbs. <br /> 13" x 26" 338 sq. in. 237Slbs. . -... 4750 JIJs. 6400 Jb& <br /> lS.5" x lS.S" 342 sq. in. 237SJbs. 4750... 7100 Jbs. <br /> OVAL IT x n" 360 sq. in. 2SOO lbs. SOOO ~.. 7500 IbS. <br /> OVAL 17.5" x n.s" 384 sq. in. 26671hs. S334 Jb& . . 8000 Jb&. · <br /> 20" x 20" 400 sq. in. SSOO .... . .82S0.Ibs.. <br />~ ;.:.> OVAL 17S'x 2SS" 432 sq. in. ./" 3000 1bs. '; QJOCt los. " ',:9000 IbL · <br />24" x 24" - 576 sq. jp,. 8000,... · '8000 Jbs. · <br /> 26" x 26" 676 sq. iD. 4800 Ibs. 960'~'" ~ 9600 Jbs. · <br /> )4" x 22". :/ 748 sq. in. SOOO lbs. lorAO... · 10000 lbL · <br /> 35" x 2S.S~ SSO sq. in. 6000 Jb&. UOOO lbs. · . 12000... · <br /> <br />· Concrete b1oc:1cs are only nded at 8000 pcnIIIds. 8000 pounds aad..... DIIIIt be double bJocked. <br /> <br />13. ALABAMA ONLY: The 16>> X lei"' IDI1055-10.1&S- x 1&S- IDI# 1055-99 W X 20. <br />IDi# 1055-1.11" xU..JDt# IOSS-I6, 11.5" x 25.5"lD#l855-I'7 .......ay...approvedla tbeRate <br />of Alabama, aDd ...... DOt IIave 11IOI'8.... 3Ir defIedIoR. See cIaut..... ~....... OD c:ornet <br />lnstaUadoa Ia Alaba..... _ . <br />Note 1: For Alabama ollly: _Whe8 setting in sOil capecities over lOOO-1bs ps( 1be block (eMU) ~ <br />configuration shown in this drawing is n=quired on the 20".x 20" (lD f# 1055-7) ancIthe I8.S" x 18S' (# <br />10S5-9) J'Slds. <br /> <br /> <br />