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08/30/2006 10 :0'i 6785745700 3RIAN VALENTE PAGE 01 Installation Instructions for ABS Pads I For use on all Mobile and Manufactured Harries, including I HGD approved Homes and Modular Housing 1,,lu" r. and o-her paeennapcudtn,e GENERAL INSTRUCTIONSi 1. Al i pads ere to be installed flat siren. ribbed 417,1ll 2. The ground under the pads should be leveled of frc am possible oath all vegetation. renamed. Pads to he placed on fully compacted or undisturbed soil. at or below the frost -line, to per local juricdieet, t, 3. Pier & pad spacing will lee determines' by the manufactured homes' w .itten set-up inmtruction<e or any local or state codes. The open cells between the ribbing on the tipper side of the pads rna■. be filled with sepal or sand after installation to prevent any accunndatinr. of stagnant water in the pads. 3. A pocket penetrometer may be used to determine the actual s:eii. 1 ;trust; selue. If soil•teatina; equipment is not aeaiiable use an monied snit value of 1000 lbs. / ayuare foot. 6. M! pad sizes shown are nominal dimensions and tray vary up to l '8 ". 7. The ma gioum defte tion in a sinple pad is V8" measured from tie highest point to the lowest point of the top face. (NOTE: Actual testa results were less than 5/5 ") . In frost areas, a 6" deep eonfi.ncd gravel be installed in wen dra.t.sed neon -frost susceptible soil is recommended. r.' Pad loads are the same when using singe stack or double :rack 14 .cks. 10, The maximum load at any intermedi.-4e roil value may be Harter. :red es; the average of the acxt lower and neat higher soil value given in the cable below. 11. Any configuration (see ret'ee a side) may be used to replace a horie manufacturers recommended concrete or wood base pad. 12. If the home manufacturer showy soil densities greater than 3000 lb. when usittg ABS path, do not exceed 30001b, soil pier s;pacinsn- per set up manual Pad Size ID No. Pad Area 1000 PSF Soil 2000 PSF Soil 3000 PSF Soil OVAL 16" x 18.5" T 1055 -23 ' 288 sal in. 2000 lbs. — 4000 lbs. 6000 lbs. 1 ,: "- Valba. / 50001bc, 7500 lbs. t A ;' L 17.5" x 22.5" 1055 - 384 sq. in. 2667 lbs. 5334 lbs. 8000 lbs. s . ( WAL 17.5 "x 253" 1055 -17 432 see in. I_ 30001bs. 6000 lbs, 9000 lbs. ( arAL 21 "x29" ,—.., 1055.22 576 ay. in 400016x, 8000 lbs 12000 lbs. " OVAL 23.25" x 3125" 1055 -20 675 sq. in. ]� 4694 lbs. 9388 !be. * 9388 lbs. * Pqd Size ID No Pad Arca - PSF Soil 2000 PSF Soil 3000 PSF Soil • 16" x 10" 1059 -14 256 sq. in. 1780lbe. 356016x. 5333ll , r 18.5" x 18.5" 1055 -9 342 sq. in. 2375 lbs. 4750 lbs. 7100 lbs. * 20 20" 1055-7 400 sq. in. 2750 lbs. 5500 lbs. 8250 lbs. 24" x 24" 1055 -13 576 sq. in. 4000 Ills. 0 8000 lbs * - 800011as. Y ' Concrete bine.ks are required to be double blocked. 13. ALABAMA ONLY: The '14�_' x e ID# 10554.4, yC" x 18.8" ID# 1053 -23, - " ID# 1655 - 16, "x22.5" ID# 105521 I2„5" x 25.5" W# 1055 -17 arc the only pads approval in the state of Alabama, iusd must not have e snore than 3/8" deflection. Sec chart below for detailei on correct installation in Alabama. 14. TEXAS ONLY 17.5"x22.5" ID* 1055 -21 and 23,25"x31.25" 1D# 103540 may not be installed in the Stare of Texas, 15. Steel Piers: All pads are tested with steel piers on 11196 PSP soil density unless otherwise noted. (016) Attack with four (04) 2" #12 X 1/2" hex tech screws, use four (04) 4 inch screws if pads acs double stacked. 16. Available pads tested on 2000 PSF snit density are: ID#'a 1055 - 13,1055_9,1056 -7 and 1055_13. ErLmplc: 16' x 80' section `' PAD SIZE/ 1000 Lb PO' 2000 1b Psf 16" x 16" peed 2'9" , 9'G' 16" r 18.5" Oval Pad 3' 0" 6' 0,. 9 "" t 22" Oval Pad 3'9" 7' 6" 173" x22.5" Oval Pad 4 0" 8'0" MO 173" x 25.5' Oval Pall 4'5" 8' 0" .... • 21" t 29" Oval Pad 6' 0" 8' 0" Re.ision :10/04