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Specifications SECTION 03 15 00 CONCRETE ACCESSORIES PART 1 - GENERAL 1.1 Work Included A. Materials, testing, and installation of waterstops and construction joints. B. Refer to Section 33 05 37 for concrete accessories around pipe penetrations. 1.2 Related Work A. Section 01 33 00: Submittal Procedures B. Section 01 40 00: Quality Requirements C. Section 01 61 00: Common Product Requirements D. Section 01 65 00: Product Delivery Requirements E. Section 01 66 00: Product Storage and Handling Requirements F. Section 01 73 00: Execution G. Section 01 74 00: Cleaning and Waste Management H. Section 03 10 00: Concrete Forming I. Section 03 20 00: Concrete Reinforcing J. Section 05 50 00: Metal Fabrications K. Section 33 05 37: Wall Pipes, Seep Rings and Penetrations 1.3 System Description A. Furnish and install concrete accessories where shown, including waterstops and construction joints materials. 1.4 Quality Assurance A. Use adequate numbers of skilled workmen trained and experienced in necessary trades and crafts and completely familiar with specified requirements and methods for proper performance of Work of this section. 1.5 References A. California Building Code (CBC) 1.6 Submittals A. Furnish the following submittals: SUBMITTAL DESCRIPTION Catalog Data Required for waterstops and other accessories per catalog data requirements. Installation Instructions Required for accessories per installation instruction requirements. Certificate of Compliance At least 24 hours before placing concrete, submit certification from each trade having embedded items in concrete to be placed stating embedded items for each trade are properly located, placed and braced. Warranty Furnish one-year warranty from date of final acceptance B. In addition to requirements of ACI, refer to Section 01 33 00 for definition of requirements for catalog data, installation instructions, and certificates of compliance. 4-14-tb 03 15 00 – Cast-in-Place Concrete - 1 of 4 1.7 Delivery, Storage and Handling A. Refer to Sections 01 65 00 and 01 66 00 for delivery storage and handling requirements. B. Manufacturer’s instruction and warranty requirements for delivery, storage and handling of concrete accessories shall be strictly followed. C. Storage of materials shall conform to requirements of ACI 301. D. Store materials to prevent damage by moisture or breakage. E. Do not use aluminum embedments in concrete. 1.8 Unit Prices A. Payment for Work in this section shall be included as part of lump-sum or unit-price bid amount for which such Work is appurtenant. PART 2 - PRODUCTS 2.1 Acceptable Manufacturers A. Acceptable Manufacturers include: ITEM MANUFACTURER MANUFACTURER LOCATION Detectable Warning ADA Solutions, Inc. North Billerica, MA Surfaces on Curbs and Curb Access Ramps Accepted equal Joint Filler DFC “Denver Foam” Sonneborn Building Producte, Inc. “Sonofoam” Accepted equal Waterstops Greenstreak Inc. St Louis, MO Vinylex Corp. Knoxville, TN Accepted equal Waterstops for Chemical J.P Specialties, Inc. Lake Elsinore, CA Containment Accepted equal Waterstops for Retrofit J.P Specialties, Inc. Lake Elsinore, CA Accepted equal Waterstops, Stainless J.P Specialties, Inc. Lake Elsinore, CA Steel Accepted equal 2.2 Materials A. Refer to Section 01 61 00 for basic requirements for products and materials. B. Concrete accessories shall be constructed of the following materials: ITEM MATERIAL SPECIFICATION Joint Filler - Preformed ASTM D1751 Nonextruding resilient bituminous type 4-14-tb 03 15 00 – Cast-in-Place Concrete - 2 of 4 ITEM MATERIAL SPECIFICATION Joint Sealer - Mastic Asphalts or similar No evaporating solvents or volatile oils or lubricants materials blended with permitted lubricants or plasticizers Shall tenaciously adhere to concrete surfaces Shall remain permanently resilient and pliable Shall not be affected by continuous presence of water Shall in no way contaminate potable water Shall effectively seal joints from moisture infiltration even when joints are subject to expansion or contraction movements C. The following product design criteria, options and accessories are required: ITEM DESCRIPTION Waterstops Corners Provide shop-made corner fittings. Do not splice corners in field. D. All materials furnished for Work must be classified by Environmental Protection Agency as acceptable for potable water use within 30 days of application. PART 3 - EXECUTION 3.1 Preparation A. Make field measurements needed to install concrete accessories before submitting shop drawings or ordering. Make minor changes in dimensions and alignments as needed to avoid utilities or structural conflicts. B. Before placing concrete within forms, each trade having embedded items, including water stops within forms and affected by pour shall certify all items are properly located, placed and braced. C. Construction joints shown on Contract Documents and accepted shop drawings may be made as shown with provision of keys or other locking shapes to secure proper union with subsequent work. D. Before placing concrete, verify location of embedded items with affected trades. Accuracy of placement of embedded items is Contractor’s responsibility. 3.2 Installation/Application A. Refer to Section 01 73 00 for basic execution and installation requirements. B. Furnish and install concrete accessories at locations shown on Plans and Submittals. C. The following installation standards shall be followed: 1. Manufacturer’s installation and warranty requirements 2. Applicable OSHA and Cal OSHA regulations 3. California Building Code Chapter 19 “Concrete” 4. Other applicable building code requirements 5. ACI 301 Structural Concrete for Buildings Chapter 8. 4-14-tb 03 15 00 – Cast-in-Place Concrete - 3 of 4 6. ACI 318 Building Code Requirements for Reinforced Concrete D. Refer variances between above documents and Contract Documents to Owner’s Representative. END OF SECTION 4-14-tb 03 15 00 – Cast-in-Place Concrete - 4 of 4 SECTION 03 20 00 CONCRETE REINFORCING PART 1 - GENERAL 1.1 Work Included A. Materials, testing, and installation of steel reinforcement in concrete and masonry, including reinforcing bar, welded wire fabric, couplers, concrete inserts, wires, clips, supports, chairs, spacers, epoxy embedment, and other embedded accessories. 1.2 Related Work A. Section 01 33 00: Submittal Procedures B. Section 01 40 00: Quality Requirements C. Section 01 61 00: Common Product Requirements D. Section 01 65 00: Product Delivery Requirements E. Section 01 66 00: Product Storage and Handling Requirements F. Section 01 73 00: Execution G. Section 03 10 00: Concrete Forming H. Section 03 30 00: Cast-in-Place Concrete I. Section 09 90 00: Painting and Coating J. Section 33 05 16: Precast Concrete Utility Structures 1.3 System Description A. Furnish and install complete steel reinforcement including appurtenant structural, mechanical and/or electrical mountings or connections required for compliance with Manufacturer’s installation requirements and compliance with applicable building codes and standards. 1.4 Quality Assurance A. Use adequate numbers of skilled workmen trained and experienced in necessary trades and crafts and completely familiar with specified requirements and methods for proper performance of Work of this section. B. Factory testing shall include the following: TEST STANDARD FIRST TEST RETESTS (ASTM OR OTHER PAID FOR PAID FOR ITEM TEST FOR TEST STANDARD) FREQUENCY BY BY Steel Material ASTM A615 As required by Owner Contractor Reinforcement Properties Owner Steel Compliance AWS D1.4 As required by Owner Contractor Reinforcement with AWS D1.4 Owner Welding Radiographic AWS D1.4 As required by Owner Contractor testing Owner 1.5 References A. ACI 117 Standard Tolerances for Concrete Construction Materials B. ACI 315 Details and Detailing of Structural Reinforcement C. ACI 318 Building Code Requirements for Reinforced Concrete D. ASTM A82 Steel Wire, Plain, for Concrete Reinforcement E. ASTM A185 Welded Steel Wire Fabric, Plain, for Concrete Reinforcement 4-14-tb 03 20 00 – Concrete Reinforcing - 1 of 8 F. ASTM A615 Deformed and Plain Billet-Steel Bars for Concrete Reinforcement G. ASTM A706 Low-Alloy Steel Deformed Bars for Concrete Reinforcement H. ASTM A775 Epoxy-Coated Reinforcing Steel Bars I. ASTM A934 Epoxy-Coated Prefabricated Steel Reinforcing Bars J. ASTM C1116 Fiber-Reinforced Concrete K. ASTM D3963 Fabrication and Jobsite Handling of Epoxy-Coated Steel Reinforcing Bars. L. AWS D1.4 Structural Welding Code – Reinforcing Steel M. California Building Code (CBC) N. CRSI MSP Concrete Reinforcing Steel Institute Manual of Standard Practice O. SSPWC Standard Specifications for Public Works Construction (Greenbook) Section 201-2 “Reinforcement for Concrete” P. WRI Manual of Standard Practice for Welded Wire 1.6 Submittals A. Furnish the following submittals. SUBMITTAL DESCRIPTION CBC Chapter 17 Special As required in CBC Section 1706 Inspection Required Contractor Statement of Responsibility Shop Drawings Shop bending diagrams, placing lists and drawings of reinforcing steel . required per structural shop drawing requirements. Comply with ACI 315. Show actual bar lengths to nearest inch measured to intersection of tangent extensions of outside bar surface. Bar placement diagrams shall clearly show dimensions of each bar splice. Show location of any coupler used with details of how they are installed in formwork. Show locations of construction and expansion joints. Show locations of all embedded items including anchor bolts, wall sleeves, conduit and piping which may conflict with steel reinforcing
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