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<br />Installation ri Concrete Pads, Runners or Slabs <br /> <br />The Xi system for poured concrete applie to concrete footers, runners, ribbons, and slabs. Minimum size Of con- <br />I <br />crete per Xi pier in Florida is 18"x18"x " ~r 20" diameter x 8" deep or a slab 3-1/2" deep. Concrete must be suffi- <br />cientlycured and set to accommodate n rnChor bolt to its' full load resistance. <br /> <br />; <br />1. Determine location of pier sets where the! Xi systems will be located. <br />2, Place XiNector concrete pan where pi~r will be located. Turned up edge will face to the outside of the home. <br />3. Build pier with concrete blocks center d pn top of the pad according to state, local ormanufacturers guide lines, <br />4. Drill two 3/8" x 3" deep holes in co cr~te using holes in galvanized pan as a guide. <br />S, Place tie bracket on inside of pier, f ci~g toward the opposite beam, with the "flush" side of the tie bracket <br />towards the block pier. i <br />6, Put a washer and nut on each of th 3/8" x 3-1/2" <br />wedge anchors. The nut should be sc~ewed on Concrete LSD <br />enough to have one or two threads h~wing on the <br />top of the bolt. : <br />7. Line up the hole i~ the inside tie b ac~et with the <br />drilled holes in the pad & concrete and insert the <br />wedge anchors, Using a hammer, ap, the wedge <br />bolts into the holes, through the b acket & pad, <br />leaving the washer/nut flush with t e Ibottom of <br />the bracket. Using a 9/16" socket r~nch, tighten <br />the wedge/anchor bolt, securing th tle bracket to <br />the concrete. ; <br />8. Follow steps 7 - 10 in ground instru ti~ns <br /> <br /> <br /> <br />Block Pier Concr&te Syst m$ PINs <br />#59046 Xi, Concrete w/5' Strut <br />#59047 Xi, Concrete w/6' Strut <br /> <br />u~e <br /> <br />;!~'Ej!i~,~:;;,[~;' <br />ii'j::.&~)i:~rf:i1~,~ <br /> <br />4- - 1/4"x3J4" <br />Self Tapping Sc <br />(2 pe,. side) <br /> <br />~)J <br /> <br />~.d <br /> <br /> <br />t<'l <br />0<") <br />l<'l <br />N <br />~ <br /> <br />)(~.:l .l3nI3S~' dH <br /> <br />W~20:S 9002 E2 qa.:l <br />