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ABS. Fourda-tion- Pads <br /> by.,TIE- DOWN, ENGINEERING <br /> 1f <br /> • Lighter than concrete, <br /> saves on labor. <br /> j : • Larger pads to increase spacing, <br /> saving time and material. <br /> • Made from recycled materials. <br /> • Easily stackable for larger pad <br /> area and wider pier spacing. <br /> • Multi stack for 5 sq.f+L& 6 sq.ft. <br /> Pad BearingCapacity <br /> ABS Pad Part# 1000 lbs. 1500 tbs. 2000 lbs. 3000 lbs. <br /> Size soil soil soil soli <br /> 16"x 18"-2 Sq.Ft. 59300 2,000 ibs. 3,000 lbs. 4,000 lbs. 6,000 lbs. Single Stack <br /> 288 Sq.In. Course <br /> W x 22.5"-2.5 Sq.Ft. 59301 2,500 lbs. 3,750 ibs. 5,0001bs. 7,500 lbs. <br /> 360 Sq.In. <br /> 17"x 25"-3 Sq.Ft. 69302 3,000 lbs. 4,500 lbs. 6,000 lbs. WA <br /> 432 Sq.In. y= l w <br /> 24"x 24"-4 Sq.Ft. 59303 4,000 Ibs. 6,000 lbs. 8,000 lbs. WA <br /> 576 Sq.In. <br /> Mnttit'Pad Layout Double Stack <br /> 32"X 22.5"(See t below) 3 X 59301 5,000 Lbs. 7,500 lbs. 10,000 Lbs' Course <br /> 5 Sq.Ft.-720 Sq.in. <br /> 34.4 X 25.2(See 2 below) 3 X 59302 6,000 Lbs. 9,0001bs. 12,000 Lbs.* <br /> 6 Sq.Ft.-864 Sq.In. - <br /> *Concrete Block rated 0 8000 lbs. Double block any higher loads. <br /> 1: The 32 X 225 Pyramid configuration uses 2-16 X 22.5 pads placed side by side with <br /> 1-16 X 22.5 pad on tap in the opposite direction. Multi pad <br /> 2: The 34.4 X 25.4 Pyramid configuration uses 2—17.2 X 25.2 placed side by side with Layout <br /> 1-17.2 X 25.2 Pad on top in the opposite direction. <br /> TIE w e Orlyo SW Atlanta GA 3=6—, is <br />