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08! 90!2006 lx:135 6795745700. 3RIAN VraLENTE PAGE 01 1 Installation Instructions for ABS Pads H11) approved Homes and Modular Housirl GENERAL INSTRUCTIONS ra ` °•# :~ � ►'" ' i " � " wc"'*rax>;nu Housing 1. All ads sine a, be installed ratted Slat 2. The ground undet the pats should be leveled as smooth ax possible vieh all vegetation removed. Pads: to be placed on fully compacted or undisturbed sail. at or below the frost- -lime, miser local jurischctio.1. 3. Pier & pawl spacing will be determined by the , nanufachucd homes' nv.itten set-up instructions or any Ineal or state Cedes. The open cells between the ribbing on fie upper 43e of the pads one be filled with aoll or sand after installation to f revc:tr any aCCttmtdation of stagnant water its the p vada. .;. A pocket penetrometer may be used tut determine the serval veil. E arut value. If soil - testing equipment is not available, use an assumed snit value of 1000 lbs. / squue foot. 6. _1ll pad sizes shown use nominal dimensions and may vary up an 1 "8 ". 7. The maximum deRrokon in a mark pad 4.5i.e measural from ft: highest point to the lowest point of the to>t, Face. (:`()T'E: ,Actual Ms; results were Lets" than 5/8 ") . In farm areas, a 6" deep conned gravel be installed in wet, drai:ted, tart - frost susceptible soil is recommended. .) Pad loads arc the same when using single static or double smelt 14..Ci s. 10. The maximum load at any interrnedi;.te soil value may be determittd as ±Ito average of the next koser and acct higher soil value Oven in the table below 1 An the negu manufacturer (see tetrauc side) may be used to replace a horse manufacr reis recommended concrete or wood !NM pied. shows Soli densisicr greater than 30001b. when using ABS pads, do not exceed 3000 Ib. soil pier spacing% per set up manual. Pad Size ID No. Pad Area 1000 PSF Soil 2000 PSF Soil C)� :31.1G" x I8.3' 1055 -Z3 288 m, 3000 PSF Sail "s. 20001bs. 4000 Ibe. 6000 lbs. OVAL 17" x fl" 1055 -16 360 ay. in. 2500 lbw. 5000 lbs. 7500 lbs. C WM. 17.5" x 22.5" 1055 -21 384 sq. in. 2667 lbs. 3334 lbs. 8000 lbs. OVAL 17.5 "x 25.5" 1055 -17 432 m. i' 30001bs. 6000 lbs, His. . OVAL 21 "x29" 1455.22 5 7 6 en 4 . ! 000 lbs. 8000lbe, * 9200011,x. r ( > %'AL 23.25" x 31.25" 1055 -20 675 sq, loci f 4094 lbs. 9388 lbs. * 9388 lbs. Pad Size ID No. Pact JG" x i z 1000 PSF Soli 2000 PSF Soil 3000 PSF Sou 1055-14 256 sq. in. 17801bts. 3560 Iba. r�33 /Ix i x 98.5" 20" x 20" 342 sg. in. 2375 lbs. 4730 lbs. 7100 lbs. x 1055 -7 400 sq. in. 2750 lbs. 5500 lbs. 82.50 lbs. 11111312111111 1059 -13 576 :tq. in. 4000 p ' Concrete blocks are re 8000 lbs * 8000 lbs. v �� TM' be dotdale blocked. 13. ALABAMA ONLY: The Wade. ID# 17 5'� x ; .& 10.35-19 are the only 1055 -14 =LA " 1D# 105543 ,.17" + x27" ID# 1055 - 116,17,5" x!,2.5" it* 1055-21, See char below for details an l9 iP�a roved in the state of Ahbama, and mutt not have more than 3/8" deflection. deflection. AS ONLY: 17.5"x22.5" correct installation in Alabama. 14. TEX 14. Steel AS ONL a are ID* toss-21 and 2 3.25"x31.2,5'" 113# 1055,20 may not be installed in the State of Texas. 1 tcste�d with steel piere o 1000 PSP soil density unless otherwise note], MIS) Attach with four (04) 2" #12 X 1/2" hex tech screws, use four (04) 4 inch screws if pads are double tracked. 16. Available pads tested on 2000 PSF soil density are: /13#'a 10 - 55- 9,1055 -7 and 1055543. Example: 16' x 80' section IIIMECIIII PAI) tiIZE? 1000 Lb Psf 20 00112 Psf 2'9" 1.1111331111.1 16 " t 18.5" Oval Pad 3'0" 6' O., 1 7" a. 22" Oval Pall s'9" 7 6 " 173 "x5" Oval Pad 4' Q" 8 , Q " x22.5" 1 x 25:5" Oval Pad 4'5" 8' 0" tail 21" x 29" t.)va1 Pad 6' 0" 840" ! Rr.asrohn 10(04