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31604.DSK <br /> WP-SFO <br /> 2. Manufacturers and Products: f <br /> a. Master Builders Co.; Masterkure CR. f <br /> b. Euclid Chemical Co.; Euco Super Floor Coat. <br /> 2.4 ANCHOR BOLTS <br /> A. Provide anchor bolts for skid-mounted carbon steel 112-inch minimum <br /> diameter equipment adequate to resist seismic loads. I <br /> B. Anchor bolts shall have a theft-resistant fastening mechanism. <br /> PART 3 EXECUTION <br /> 3.1 FORMWORK <br /> A. Form Materials: <br /> 1. Use hard plastic finished plywood for exposed areas, and new shiplap <br /> or plywood for unexposed areas. <br /> 2. Earth cuts may be used for forming footings. 4 <br /> B. Construction: + <br /> 1. In accordance with ACI 347-89. <br /> 2. Make joints tight to prevent escape of mortar and to avoid formation <br /> of fns. <br /> 3. Brace as required to prevent distortion during concrete placement. <br /> 4. On exposed surfaces locate form ties in uniform pattern or as shown. <br /> 5. Construct so ties remain embedded in the wall with no metal within <br /> 1 inch of concrete surface when forms, inserts, and tie ends are <br /> removed. <br /> C. Form Removal: <br /> 1. Remove after concrete has attained 28-day strength, or approval is <br /> obtained in writing from Engineer. <br /> 2. Remove forms with care to prevent scarring and damaging the <br /> surface. <br /> 3.2 PLACING REINFORCING STEEL <br /> A. Unless otherwise specified, place reinforcing steel in accordance with CRSI <br /> Recommended Practice for Placing Reinforcing Bars. <br /> B. Splices and Laps: <br /> 1. Top Bars: Horizontal bars placed such that 12 inches of fresh <br /> concrete is cast below in single placement. <br /> 2. Horizontal wall bars are considered top bars. <br /> 3. Lap top bars 42 diameters or minimum 24 inches. <br /> 4. Lap all other bars 30 diameters or minimum 18 inches. <br /> 5. Tie splices with 18-gauge annealed wire as specified in CRSI <br /> Standard. <br /> BAE31604.AS.T1 <br /> 03301 3 REINFORCED CONCRETE <br />