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1 38/30/"/D06 10 :135 6785745700 BRIAhi VALENTE PAGE 81 <br /> Installation Instructions for ABS Pad <br /> For all Mobile and Manufactured H s <br /> HIM approved Homes and Modular Hou n�� <br /> I T t'�t S.5.13500 anti >n ixtvAnt g <br /> c <br /> , <br /> 1- <br /> r111 p ads are to be ins idled r7at a kikm..:t.t _ <br /> 2. The ground uadet the pads should be /cycled as smooth as ptuni'b)e •vith all <br /> or undisturbed sail. at to below tar frost -lin nr °�' ^° removed. Pads to he placed on fully eo,- »ctccl <br /> � P��l fztt'+Sctctio.T. <br /> 3. Pier & <br /> pad spacing wil be determined by the manufactured beams' v.itten set -u1 instrvetions or any /oral or nate codes. <br /> The pen cells between the ailing on the urn side of the pad: trial be filled with sail or rand after installation to prevent any <br /> accumulation of stagnant water in the p <br /> 5. A pocket penetrometer may he used to ecru' the actual grill- acing value. If nil equipment is not available, use an <br /> assumed snit value of 1000 lbs. / .y - uarc less. <br /> 6. All sash aizoi shown ass numisual di:nen:ions and may vary tip in ! "8" <br /> 7. The ener:drraaert detliarinn in a Ririe pad 6.5ie measurixl from ti :e high sr pninr to the 1 *weal paint of the '^fs face NOTE: Actual <br /> rcae results were leas than 5/8") <br /> 8. In f n r areas, a 6" deep confuted gravel base kneed in wet; /lath:ted, non - haat s <br /> 0 Pad loads are the same when mein singles sod ssrnrrnestaded <br /> g • tack cu double !ark ill. s:l:s. <br /> 10. The maximum load at any intermediate soil value may be dcterer:rsed as the average of the nest tower and Leas higher soil value <br /> givcn in the table below <br /> 11. Any atn6guanion (see rums side) may be used to <br /> 12. 1 f the home tt�tavfacrartx shows soil tirashtiw =place a hone no �r� concrete or *vend ban <br /> pad. <br /> per set up raarual. tban 3000 Its when usin ABS pack do not exceed 3000113, soil pier xpacdtpS <br /> Pad Size ID No Pad Area 1000 PSF SS <br /> c.n.jl.16" x 18.5" 1055 -75 288 2000 PSF Soil 3000 PSF Sri <br /> sq. in. 2000 lbs. 4000 lbw. 6000 lint <br /> 1055 - 1 t1 t <br /> t R;�t,17.S" x 22.5" 1055-21 5000 S 7 5001ba. <br /> 384 sq. in. 2667 lbs. 3334 lbs. 8000 lbs. * <br /> gii=laill 1055 -1' 432 sq. in. <br /> OVAL x24' 105;,22 5., { 3000 ]ire. 6000 lbs. 9000 !tar <br /> 6 s!. in 4000 lbs. 8000 lbs. <br /> OVAL. d_ 25.25" z 31.25" 1055 -20 12000 lbs <br /> 675 sq. iu. 404 lbs. 9388 lbs. <br /> No. E :: . <br /> Pad Size ID N <br /> Pad Arra 1000 PSF Soil 2000 PSF Soil 3000 PSF Sou <br /> lG "x 10" 1055 -14 3 <br /> 18.5" x 1a5" ■�� 256 sq. in. 1780 lbs. 356° 1h 71 <br /> � a 20" 1055-7 2375 Ib$. 47 c lbs. 7100 lbs. a <br /> 1055 -13 in. 2750 � l r b _ s. 3500 lbs 82 0. 0 t � _ <br /> 4000 _ 0ft,,. to <br /> ' Concrete blocks are rid to be double blocked 8000 lbs. * 8000 lFts Y <br /> 73. Ai"�q) ONLY: I�iYLt 'd"ith s 113# �.1 <br /> 19 A x I NL : The art tine �9l� 4, MAX 1D# 103543, ► T• 11)4 1935 -16, " n <br /> Sec cheat below £oe details na a o`^ed bs the to to of Akbattsa, aad must net �' ` 8"1# �' <br /> 14. TEXAS ONLY: 17 n lD4 1Q5_21 installation 5 a hn mere than ale" deflection. <br /> 15. Steel Piers: All pads ate steel piers HMO PSI soi may not be installed of Texas. <br /> Z" #12 X 1/2" heat tech screws, pith ar density double stacked. <br /> noted. <br /> 16. Available pads tested aara 2000 PO ss 4 inch screws if pith � doable atadced. tae$ with faun (Q4) <br /> density are: 123# a 1655 44 ,1653- 9,10654 and 105343. <br /> P.M SIZE Exanle 16',; 80' section 1000 Lb 1Psf �� = 7b lss# <br /> 1t1 " z 19.5 "Cleat Ate <br /> ��� <br /> 17 "t 22" ih�,l pad 6 +0.. <br /> 17.5" x22.5" Oval Pad 7 6" <br /> 1 Oral Pad f <br /> 2r x 29" Oval Pad 8 U u <br /> 6' 0" 8 , ay <br /> Re•idon 14/04 <br />