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+0 <br />7 U_CT_IQN 03100 -- CONCRETE FORMWORK <br />PART 1 - QENERAL <br />1.01 QUALITY ASSURANCE <br />Qualifications of Workmen: <br />1. Provide at least one person who shall be present <br />at all times during execution of this portion of <br />the work and who shall be thoroughly familiar <br />with the type of materials being installed, the <br />referenced standards, and the requirements of <br />this work, and who shall direct all work <br />performed under this Section. <br />Codes and Standards; <br />1. Comply with applicable provisions of the latest <br />edition of Building Code that has jurisdiction <br />and Occupational safety and Health Act. <br />2. Where provision of pertinent codes and standards <br />conflict with the requirements of this Section <br />of these Specifications, the more stringent <br />provisions shall govern. <br />3. Product standard PS 1--74 for softwood plywood. <br />4. American Concrete Institute Standard recommended <br />practice for concrete formwork, ACi 347 -latest <br />edition. <br />EART 2- PRODUCTS <br />2.01 FORM MATERIALS <br />A. Form Lumber: <br />1. All form lumber in contact with exposed concrete <br />shall be new except as allowed for Under Re --use <br />of Forms in Part 3 of this Section of the Speci- <br />fications, All form lumber shall be one of the <br />following, a combination thereof, or an equal <br />approved in advance by the Engineer. <br />a. ..Plyform", Class 1 5,16" PS 1-66, C -D exter- <br />ior plywood, bearing the label of the <br />Douglas. Fir Plywood Association. <br />b. Douqlas F•ir-i.a.rrh, number twp r. -de <br />seasoned, surraced four (4) sides. <br />2.02 OTHER MATERIALS <br />A. All other materials, not specifically described but <br />required for proper completion of concrete formwork, <br />shall be as selected by the Contractor subject to <br />the advance approval of the Engineer. <br />PART- 3 - EXECUTION <br />3.01 SURFACE CONDITIONS <br />A. Inspection and Soil Treatment: <br />03100-1 <br />