03313

03313 - SECTION 03313 NORMAL WEIGHT STRUCTURAL CONCRETE...

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Project Number 1 Section 03313 Heritage May 2003 Normal Weight Structural Concrete SECTION 03313 NORMAL WEIGHT STRUCTURAL CONCRETE PART 1 GENERAL 1.1 SUMMARY A. Includes But Not Limited To 1. Furnish and install Project concrete work as described in Contract Documents. 2. Quality of concrete used on Project but furnished under other Sections. B. Products Installed But Not Supplied Under This Section 1. Inserts, bolts, boxes, templates, and fastening devices for other work, including those for bases only for Mechanical and Electrical. 2. Concrete accessories. C. Related Sections 1. Division 02 - a. Cast-in-place concrete site elements b. Granular base course under slabs c. Portland cement concrete paving d. Cast-in-place retaining walls 2. Division 04 - Masonry columns and bond beams confined in hollow masonry units. 3. Divisions 15 And 16 - Mechanical and electrical devices including boxes, conduits, pipes, hangers, inserts, and other work to be embedded in concrete work prior to placing. 4. Furnishing of items to be embedded in concrete specified in Section involved. 5. Owner will provide concrete leveling compounds and patching compounds required for carpet installation. 1.2 REFERENCES A. American Society For Testing And Materials 1. ASTM C 33-99, 'Standard Specification for Concrete Aggregates' 2. ASTM C 94-98c, 'Standard Specification for Ready-Mixed Concrete' 3. ASTM C 150-98, 'Standard Specification for Portland Cement' 4. ASTM C 260-98, 'Standard Specification for Air-Entraining Admixtures for Concrete' 5. ASTM C 494-98a, 'Standard Specification for Chemical Admixtures for Concrete' 6. ASTM C 618-98, 'Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use as a Mineral Admixture in Portland Cement Concrete' 7. ASTM E 1155-96, ‘Standard Test Method for Determining F F Floor Flatness and F L Floor Levelness Numbers’ 1.3 SYSTEM DESCRIPTION A. Design Requirements 1. Concrete elements of Project are designed to following values - a. Mix Type 1 - 2500 psi b. Mix Type 2 - 2500 psi B. Performance Requirements 1. Conform to requirements of ASTM C 94 unless specified otherwise. 2. For testing purposes, following concrete strengths are required - a. At 7 days - 60 percent minimum of 28 day strengths b. At 28 days - 1) Mix Type 1 - 3000 psi 2) Mix Type 2 - 4500 psi 1.4 SUBMITTALS
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Project Number 2 Section 03313 Heritage May 2003 Normal Weight Structural Concrete A. Product Data - Joint filler B. Shop Drawings 1. Anchor Bolts - Show dimensioned locations of anchor bolts for hold-down anchors and columns. 2. Slabs-On-Grade - a. Show dimensioned location of crack control joints, isolation joints, and constructions joints. b. Show detail of each type of joint to be used. C.
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This note was uploaded on 01/11/2012 for the course CM 105 taught by Professor Burr,k during the Winter '08 term at BYU.

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03313 - SECTION 03313 NORMAL WEIGHT STRUCTURAL CONCRETE...

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