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@8/30/2006 10: @5 6785745700 BRIAN VALENTE - PAGE 01 Installation Instructions for ABS Pads For use on all Mobile and Manufactured Homes, inducting HUD approved Homes Modular Housing 1. All pads are to be installed flat ide done rihhed ,pale. N I. 2. The ground under the pads should be leveled is smlcaoth SDI pO ible vitb a► 11 ve re ovexl. p to be plac on fully co np*etcd or undisturbed soil, At or below the fear -line, or per scans juricd ctiu.t. 3. Net & pad spacing will 1x determined by the manufactured homes' v...ittee set -up instructions or any bread or state cextc'. 4 . The open cells between the ribbing on the ;der side of the pads twat be filled with soS or sand after installation to prevent any accumulation of :stagnant water in the poufs. 5. A pocket penetrometer enty be toed to determine the actual xcil. l-. ,trin valor. If s'nil. testing{ equipment is nor available, we en assumed soil value of 1000 lbs. / square foot. 6. All pad sixes shnwn are nominal dimetnions and may vary up to 1 '8 ". 7, The maximum de fleprion In it sinl►le purl is 518" meaiurcd from tLe highest. point ro the lowest paint of the top Face. N(YI'E: Acrual test results were less than 5/8") . In frngt Areas, a 6" deep confined gravel base inn ta1:c d in uatsR tlrei.red, non -frost susceptible soil is recommended. '' Pad loads arc the same when using single attack or double .tack bl• chi. 10. The maximum load et any intermediate coil value may be tern nniaed as the avectgc of the nact lima and next higher soil value lOaen in the table be im) 11. Any utnGguration (see reverse ride) mar be used to replace a how nunufacrun ds tecarant nded concrete or wood base pad. 12. If the home manufacturer shows soil strainer greaten than 3000 Ib when using ABS Lamle, do not exceed 30001b. soil pier spacitt c per ret up a:tanual. Pad Size ID No. Pad Area 1000 PSF Soil 2000 PSF Soil 3000 PSF Soil OVAL 16" x 18.5" 1055 - 25 288 sq. in. 2000 lbs. 4000 lbs. 6000 lbs. 1 5000 lbs. 7300 lbs. - (IV AL 173" r 22.5" 1055 -21 384 sq. in. 2667 lbs. 5334 lbs. 800011v.. * (?t AL 17.3 "x 25.5" 1055 -17 432 eq. in. _ 3000 lbs. 6000 lbs. 9000 OVAL 21 "x29" 1055 -22 576 sq. in. 4000 lbs. , 8000 lbs. * - 12000 lbs. " (1\'AL 23.25" x 31.25' 1055 -20 67 sq. in. j 46941bs. 9388 lbs. * 9388 lbs. * Pqd Size 113 No P ad Area 1000 PSF Soil 2000 PSF Sail 3000 PSF Soil - 36" x 16" 1055 -14 256 sq. in. 1780 1be.` -- 3560 lbs. 5333 gut. r 18.5" x 18.5" 1055 -9 342 sq. in. 2375 lbs. 4750 7100 lbs. a 2' _ 20" 1055 - 400 sq. in. 2750 lbs. 5500 Ms. 8250 lbs. ' 24" t 24" 1053 -13 576 Sq. in. 4000 lbs. 8000 Ibs * 800011x. Y ` Concrete blocks are requited to be double bkacle4.1- 13. ALABAMA ONLY: The " " ID# 1055.14, $6" x 18.5" ID# 105543, 12" x 22" ID# 955 - 16, 17.5" x 22.5" T,D# 1055 - 21, Mr x 25.8" JD# 1055 - 17 are the only pads approved in the stare of Alabama, and must not base more than 3/8" deflection. Sec chant Wow for retails on correct installation in Alabama. 14. TEXAS ONLY: 17.5"z22.5" ID# 1055 -21 and 232S"x3L25" ID# 1055.20 may not be installed in the State of Togas. 18. Steel Pieta: All pada are tested with steel priers an 1000 PSP soil density unless otherwise noted. (416) Attach with four (04) 2" #12 X 1 /2ey hex teat ecrews, use four (04) 4 inch screws if pads ate double stacked. 16. Available pads tested on 2000 PSP soil density are 1D#'a 1855-14,1665-9,1008 -7 and 1053..13. Example_ 16' x 80' sectkni PAD SIZE 1000 Lb Psf 2000 Lb Psf 16" x 16" Paid 2'9" 5' 6" 16" x 18.5" Oval Pad 3' 0" - 6' 0" 11 "a22"OndPad 3'9" 7 b" 17.3" x 225" Oval Rid 4' 0" 8' 0" 175 "x25 8'0" 5" Oval Pad 4'5" alit aalit i 21 "xx 29" (kraal Pitta 6' 0" 8' Cr Re.ialem 10/04 J