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INSPECTION RECOMMENDATIONS: INSPECT THE ANCHOR BEFORE EACH USE FOR ANY SIGNS OF TAMPERING, SERIOUS CORROSION OR DISTRESS. REMOVE THE ANCHOR FROM SERVICE UPON DISCOVERY OF ANY DEFECTS IN THE SYSTEM.

ASI Concrete Safety Anchor Part Number ASI 2013 Patent Pending Reusable Concrete Anchor for High Rise Applica ons Hole Diameter range from ¾” (19.05mm) to 1” (25.4mm) Concrete wall thickness from 8” (203.2mm) to 12” (304.8mm) Tested By CSA to CAN/CSA Z259.2 98 CAN/CSA Z259.12-01 CAN/CSA Z259.16-04 CAN/CSA Z271-98 ANSI Z359.1-2007 Warning Follow Manufactures instruc ons accordingly at all mes Failure to do so may result in injury or fatality For fall protec on only Anchor Solu ons

THE CONCRETE ANCHOR IS MADE WITH HARDENED STEEL COMPONENTS. THE ANCHOR IS DESIGNED TO BE INSTALLED IN THE WALLS AFTER THE FORMING MATERIAL HAS BEEN REMOVED

THE CONCRETE ANCHOR BOLT WITH D-RING BRACKET AND WASHER IS PLACED THROUGH THE HOLE OF THE CONCRETE WALL

THE ANCHOR CONSISTS OF A HEX CAP GR 8 12/13 STEEL THREADED BOLT (IN VARIOUS SIZES AS NEEDED) BRAMALLOY B/WASHERS, 1/2” BOLT ON D-RING BRACKETS AND A CAST STEEL THREADED LOCKING HANDLE.

ON THE OPPOSITE SIDE OF THE WALL, THE 2nd D-RING BRACKET AND WASHER ARE PLACED ON THE BOLT AND TIGHTENED WITH THE LOCKING HANDLE, SECURING THE CONCRETE ANCHOR TO THE WALL.