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t <br />sample wall panel. Include not less than two form ties, two <br />form panel intersections, one vertical construction joint, and <br />one horizontal construction joint. <br />b. Column section, approximately four feet high and not less <br />than 17 inch diameter for round sections and not less than 12 <br />inches in least dimension for rectangular sections, unless <br />otherwise indicated. Bevel exposed edges of rectangular <br />sample columns. <br />C. Demonstrate special finishing, such as sandblasting or other <br />surface texture. Conduct mechanical finishing in the <br />presence of the Engineer, and conform to any control <br />samples provided by the Engineer. <br />d. Do not remove sample panels without written permission from <br />the Engineer. When required, remove sample panels from <br />the site. <br />1.03 SUBMITTALS: In accordance with the General Conditions, submit the following: <br />07/06 <br />A. Show details of form types; methods of form construction and erection; <br />falsework; design computations; locations of form joints, form ties and <br />construction joints; scheduled date and rate of placing, and mix <br />designations. Submit concrete placement sequence to Engineer for review <br />and approval. Submit shop drawings and design calculations for shoring, <br />signed and sealed by a Florida Registered Engineer. <br />B. Product Data: Name and description of the following materials and <br />accessories: <br />1. Tie rods and cones. <br />2. Circular column forms. <br />3. Flat form material. <br />4. Release agent. <br />5. 8 mil. polyethylene vapor barrier. <br />6. Waterstop. <br />7. Vibrator frequency and head weight. <br />8. Admixture. <br />03300 -5 <br />05 -5564 <br />