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<br /> <br />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 031000 -3 <br />3. The space so formed shall be filled with a joint sealant material as indicated herein. <br />In order to keep the two walls or slab elements in line the joint shall also be <br />provided with a sleeve-type dowel as indicated. <br />D. Control Joints: <br />1. The function of the control joint is to provide a weaker plane in the concrete, where <br />shrinkage cracks will probably occur. A groove, of the shape and dimensions <br />indicated, is formed or saw-cut in the concrete. This groove is afterward filled with <br />a joint sealant material. <br />1.4 SUBMITTALS: <br />A. Falsework Calculations and Drawings: The Contractor shall submit calculations and <br />drawings prepared and sealed by a Professional Civil Engineer registered in State of Florida, <br />which indicate the falsework complies with the requirements of OSHA Title 29, Part <br />1926.703. The submission of design details and calculations for falsework is for information <br />only. <br />B. The plans of falsework proposed to be used shall be in sufficient detail to indicate the <br />general layout, sizes of members, anticipated stresses, grade of materials to be used in <br />the falsework, means of protecting existing construction which supports falsework, and <br />typical soil conditions. <br />C. The CONTRACTOR shall submit placement drawings showing the location and type of all <br />joints for each structure. <br />D. Prior to production of the Waterstop materials required under this Section, qualification <br />samples of Waterstop shall be submitted which represent in all respects the material <br />proposed. Such samples shall consist of extruded or molded sections of each size or shape <br />to be used. The balance of the material to be used shall not be produced until after the <br />ENGINEER has reviewed the qualification samples. <br />E. Prior to use of the Waterstop material in the field, a sample of a prefabricated (shop made <br />fitting) mitered cross and a tee constructed of each size or shape of material to be used <br />shall be submitted. These samples shall be prefabricated (shop made fitting) so that the <br />material and workmanship represent in all respects the fittings to be provided. Field <br />samples of prefabricated (shop made fitting) fittings (crosses, tees, etc.) may also be <br />selected at random by the ENGINEER for testing by a laboratory at the ENGINEER's <br />expense. When tested, tensile strength across the joints shall be at least 1120 psi. <br />F. The CONTRACTOR shall submit Manufacturer’s information demonstrating compliance with <br />requirements for the following: <br />1. Form ties and related accessories, including taper tie plugs, if taper ties are used. <br />2. Form gaskets. <br />3. Form release agent, including NSF certification if not using mineral oil. <br />4. List of form materials and locations for use. <br />5. Bearing Pads <br />6. Neoprene Sponge <br />7. Preformed Joint Filler