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THE CITY OF SUNNY ISLES BEACH <br />PROJECT NO. 21-1011 <br />BUILDING DEPARTMENT RELOCATION TO ANNEX <br /> <br />Project No. 21-1011 November 2024 031100 Concrete Forming-2 <br />1. ACI 301 Specifications for Structural Concrete <br />2. ACI 347 Guide to Formwork for Concrete <br />1.3 SUBMITTALS <br />A. Submit under provisions of Division 01 Section "General Requirements." <br />B. Product data for proprietary products, including forming accessories, Waterstop and joint <br />systems. <br />C. Schedule showing Subcontractor’s proposed location of construction joints not indicated <br />on Drawings. <br />D. Shop Drawings: For Architectural Concrete surfaces, show form construction including <br />jointing, reveals, pattern of form ties and other items that affect appearance of exposed <br />surface. Indicate method of sealing forms against leakage at panel joints and form ties. <br />E. Samples: Only as requested by University's Representative. <br />F. Formwork Drawings: Design and construction of all forms and form supports, shoring <br />and bracing methods, and their adequacy shall rest with the Subcontractor. Submit <br />drawings and samples of formwork for architectural concrete grade of tie placement <br />concrete surfaces. Show the forms to be used indicating form construction, type and <br />location of form ties, reveal strips, drip, groove, pattern for and method of sealing forms <br />against grout leakage and other items that affect exposed concrete visually. Lay out <br />form ties in regular, symmetrical patterns. <br />G. Delegated Design Submittals: Submit calculations and drawings of formwork 12 feet <br />(3,65 m) or higher sealed a Civil Engineer registered in Florida. <br />H. Survey anchor bolt’s location and elevation prior to casting concrete. <br />1.4 QUALITY ASSURANCE <br />A. Delegated Design Submittals: Formwork 12 feet (3.65 m) or higher shall be designed by <br />Civil Engineer licensed in the State of Florida retained by the Subcontractor. <br /> <br />1. Allowable stresses used in the design shall be as specified in Section 51-1.06A of <br />the FDOT Standard Specifications. <br /> <br />PART 2 - PRODUCTS <br /> <br />2.1 FORM MATERIALS <br /> <br />A. Form Materials: Plywood, steel fiberglass reinforced plastic, or any material that will <br />produce concrete with the required finish and within the specified tolerances. <br /> <br />1. Use of aluminum form materials in contact with concrete is prohibited.