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1 2.07 NON-SHRINK GROUT , <br /> 2 <br /> 3 Masterflow 713, as manufactured by Master Builders Company, Cleveland, OH, Upcon by <br /> 4 Upco Co., Cleveland, OH, or equal. <br /> s <br /> 6 2.08 ADHESIVE ANCHORS <br /> s Anchors called out on Drawings as epoxy anchor or chemical anchors shall be stainless <br /> 9 steel threaded rods, nuts, and washers in two component resin adhesive. Adhesive shall <br /> 10 be Hilti, Inc. "HIT C-100", or equal. ' <br /> 11 <br /> 12 2.09 STRUCTURAL ANCHORS <br /> 13 <br /> 14 A. Anchors called out on the Drawings as expansion anchors (EA), expansion bolt (EB), or , <br /> 1s wedge anchor (WA) shall be Type 303 stainless steel Red Head Multi-set or wedge anchors <br /> 16 as manufactured by ITT Phillips Drill Division, U.S.E. Diamond, Inc., or equal. <br /> n <br /> 18 B. Adhesive anchors may be substituted for structural anchors. <br /> 19 <br /> 20 2.10 CURING MATERIALS <br /> 21 'zz A. Sheet Materials: ASTM C171, 4 mil polyethylene film or waterproof paper. <br /> 23 <br /> 24 B. Spray Applied Membrane Forming Liquids: Meet or exceed requirements of ASTM C309, ' <br /> 25 Type 1-D, Class B, except that the loss of water, when tested, shall be not more than 0.15 <br /> 26 kilograms per square meter in 24 hours, nor more than 0.45 kilograms per square meter <br /> 27 in 72 hours. Shall be a water-base, resin cure with fugitive dye meeting California Air <br /> 28 Regulation Board requirements. Products by Burke, W.R. Meadows, Inc., or equal. <br /> 29 <br /> 30 2.11 BONDING AGENT <br /> 31 <br /> 32 Concresive 1001-LPL, manufactured by Adhesive Engineering Company, San Carlos, CA, <br /> 33 No. 705 Bonding Adhesive, Upco Co., Cleveland, OH, or equal. <br /> 34 <br /> 35 2.12 REINFORCING BAR COUPLERS , <br /> 36 <br /> 37 Reinforcing bar couplers shall be internally threaded to receive future threaded reinforcing <br /> 38 bars or couplers. The couplers shall be cold-forged to the reinforcing bars or shall be ' <br /> 39 internally threaded to receive threaded reinforcing bars. The ends of the reinforcing bars <br /> 40 shall be upset before threading. Reinforcing bars not upset before threading may be used <br /> 41 provided the bar size is increased one bar size. The entire assembly shall be capable of <br /> 42 developing, in tension and compression, at least 125 percent of the specified yield strength <br /> 43 of the bar. Provide plastic screw-caps to protect internal coupler threads. <br /> 44 <br /> 4 <br /> 46 <br /> 47 PART 3: EXECUTION <br /> 48 <br /> 49 3.01 CONCRETE MIX COMPOSITION <br /> 50 <br /> 51 A. Concrete Composition: Concrete shall consist of Portland cement, fine aggregate, coarse <br /> CONCRETE <br /> 042894 03100-4 , <br />