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08/:30/10 @6 12135 5785745704 3RIAN VALENTE PAGE 41 40 Installation Instructions for ABS Pads For use on all Mobile and Manufactured Homes, including HUD approved Homes and Modular Housing t wenrit 55.1'500 and crhcr patcrrta pending GENERAL INSTRUCTIONSI 1. All patio ate to be installed f)at sigroitnytt. ribbed ikle nrk. 2. The ground udder the pads r'hould be leveled as srretoth as possible with all vegctstinn removed. Pad,: to be placed on fully compacted or undisturbed soil, at nt below the frost -line, or per local ;art d!ctio 1. 3. Pier & pad spacing will be determined by the manufactured homes' R Awn set-up instructions at any kcal or state codes. The open cede; between the ribbing on the upper side of the pads trial be filled with soa7 or antid after installation to prervc:tt any accumulation of stagnant water in the pads. 5. A pockat penetrometer may be used to determine the actual grill: aritt if Foil - testing equipment is not available, use an assumed soil valve of 1000 lbs. / ..yvarc font. G. All pad sixes shown are nominal dimensions and may vary up to 1 '8 ". 7. The maximum deflegina in a *ingr)e pad 1,11/1: meaawaxt frt,m tl:t highest point to the lowest paint of the true face. (1�(rrE: Acrual test result% were lean than 5/8 ") 8, In frost arms, a 6" deep confined gravel base inr;t*Ced in wed drai,,ed, non -frost susceptible soil is r+emtnmetsdeci 0 Pad loads are the soma when using single stalk or double snack bt• .ek . 111. The maximum load at any intermediate soil value may be dr:tr:rrri:sed ax the average of the next k,wcr and it higher sail valtic Oven in the table below. 11. Any configuration (:see 'erotic side) may be used to replace a hone ntanufaccureis recommended concrete or *nod base pad. 12. I f the home manufacturer shows soli densities greater than 3000 lb. when using AILS pads. do not ettreed 30001b. soil pier spacini per set up manual. Pad Size ID No. Pad Are 1000 PSF Sol) 2000 PSF Soil 3000 PSF Soil OVAL 16" x 18.5 1055 -2 ' 288 sq. in. 2000 lbs. 4000 lbs. 6000 lbs. OVAL 17" x 22" 1055 - 360 sq. in. 2500 fps. 5000 lbs. 7500 lbs. ----, OVAL 173" x 22.5" 1055 -21 384 Ai, in. 2667 lbs. 3334 lbs. 80001bs. (NAL 17.5 "x 253" 1055 -17 - 432 aq. in. 3000 lbs. 6000 lbs. 9000 !ha * t. ATAL 21 "x29" 1053 -22 576 sq. in. - 4000 lbs. -w 8000 lb& * 12000 lbs. * ( NAL. 23.25" x 31.25" 1055 - 20 675 sq. in. 4694 lbs. 9388 lb*. * w 9388 lbs. * Pad Size 1L) No Pad Arra 1000 PSF Soil 2000 PSF Soil 3000 PSF Soil 16" x 16" 1055 -14 256 sq. in. 17801bs. ---- 35601b'. 5333 lbs. 7 18.5" x 18.5" 1055 -9 342 sq. in. 2375 lbs. 4730 Ibs. 7 r r 20" s 20" 1055 -7 140 400 eq. in. 2750 lbs. .550' s 24" -' ?A" 5-13 105 82501b v 576 'kl in. 4000 Het. 8000 lbs * 8000 lbs. ' Concrete blocks are required to be double blocked. 13. ALABAMA ONLY The 1fintle ID# 1055 -14, IP x 18.5" ID# 105543, x 22" ID# 1055- 1 6, 17.5" x 22.5" ID# 1055-21, 175" x255" JD# 1055 - 17 are the only pads approved in the state of Alabama, and mot not have more than 3/8" deflection. Sec chart below for details on correct installation in Alabama. 14. TEXAS ONLY: 17.5"x22.5" ID;# 1055 -21 and 23.25"x3L25" ID# 105540 may not be installed in the State of Texas. 13. Steel Pion: AB pads are tested with steel piece on 1000 PSP soil density unless otherwise noted. (#16) Attach with four (04) 2" #12 X 1/2" hex tech *crews, use foul (04) 4 inch screws if pads are double snacked. 16. Available pads tested on 2000 PSF soil density are: ID#'a 1055 - 13, 1055- 9,1055 -7 and 1055 -13. Exannolr: 16' x 80' section PAD SIT_tl 1000 Lb Psf 201101.5 Psf 16 "x16 "Pad 2'9" 5'6" ■ 16" x 18.5" Oral Pad 3' 0" 6' 0" 17" t 22" Oval Pad - 3'9" 7 ' 6 " 17.5" x zZ5" Oval Pad 4 0" `' 8' 0 17.3" x255" Oval Paul 4'5" A'0" is I 21" x 29" Oval Pad 6' 0" 8' 0" Re.ieian 10/04