505 SE EVERETT MALL WAY SPORTSMANS WAREHOUSE 2017-08-17

' PART 3 - EXECUTION 3.01 PLACING REINFORCEMENT A. Support and wire all reinforcing bars together to prevent displacement by construction loads or the placing of concrete. Methods and details of placing, and concrete protection required, shall comply with Chapter 8 of CRSI "Manual of Practice". 3.02 JOINTS AND EMBEDDED ITEMS A. Construction Joints: 1. See Sections 02622, 02631, and City Standards. 2. Continue all reinforcing steel and mesh across crack control joints. Provide ' longitudinal keys at least 1-1/2 inches deep in all joints in walls. 3. Clean the surface of the concrete at all joints and remove all latency. 4. When required, obtain bond by roughening the surface of the concrete to the satisfaction of the Owner's Representative. B. Expansion Joints: 1. Install expansion joint fillers. 2. Where called for on drawings, load transfer dowels shall consist of plain bars with one half coated with an approved antibond coating. The coated half shall be sleeved. No other reinforcement or metal shall extend continuously through the joint. C. Other Embedded Items: 1. Prior to concreting, place all required sleeves, inserts, anchors, and embedded items. 2. Give all trades, whose work is related to the concrete or must be supported by it, ample notice and opportunity to introduce embedded items before concrete is placed. 3. Position expansion joint material and embedded items accurately and support them against displacement. Fill voids in sleeves, inserts, and anchor slots temporarily with readily removable material to prevent the entry of concrete. 3.03 PREPARATION OF FORM SURFACES ' A. Ensure that forms are clean and free of ice or water. B. Seal plywood with coating material to minimize absorption of moisture from the concrete. 3.04 PLACING OF CONCRETE A. Preparations before Placing: 1. Remove hardened concrete and foreign materials from inner surfaces of conveying equipment. 2. Check formwork for completion, check position and securement of reinforcement, ' expansion joint material, anchors and other embedded items and obtain approval on entire preparation. 3. Remove ice and excess water and sprinkle semi porous sub-grades sufficiently to eliminate suction. ' 4. Do not place concrete on frozen ground. 5. Do not place concrete during rain, sleet or snow unless protection is provided. 6. In cold weather, or very hot weather, check to see that concrete temperature meets the requirements of Section 10.8 and 10.9 of ASTM C94. 7. Provide temporary openings at the base of column forms and wall forms and at other points where necessary to facilitate cleaning and observation immediately before concrete is placed. ' 8. Place suitable moldings or chamfer strips in the corners of column, beam and wall forms where the concrete will be exposed to view. B. Depositing: 1. Handle concrete from the mixer to the place of final deposit as rapidly as practicable by methods which will prevent separation or loss of ingredients and assure that the required quality of the concrete is obtained. ' SPORTSMAN'S WAREHOUSE 02626-3