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design in which the hole match the surface of the hardened concrete. <br />Provide removable cones 1 -1/4 inches in diameter by 142 inches deep. <br />1 Provide performed mortar plugs to match the color of the concrete, <br />recessed 1/4 -inch, adhered with an approved two -part epoxy. <br />J. <br />Weep Hole Forms: PVC, polyethylene, or ABS pipe, matching color of the <br />A. <br />Design and execute watertight formwork in accordance with ACI 347 <br />concrete, 4 inch inside diameter. Outlet cutoff shall project 1 -1/2 inches <br />Chapter 1 that will withstand the pressure resulting from the placement and <br />from wall and shall be in a plane parallel to it. <br />K. <br />Inserts: Galvanized cast steel or galvanized welded steel, complete with <br />sufficiently hard and rigid. The maximum deflection between form supports <br />shall be 1/240 span length. <br />anchors to concrete and fittings such as bolts, wedges and straps. Provide <br />hanger inserts spaced to match grid of suspended ceilings. <br />B. <br />L. <br />Release Agent: For steel forms, use an approved material that will not <br />color, stain or otherwise affect the finish of the concrete. For wood forms, <br />C. <br />The design, engineering, and construction of the formwork shall be the <br />responsibility of the Contractor. <br />use a natural non - petroleum base, non - staining, non- retarding, non - dusting <br />low gloss release agent. <br />1 <br />Make forms sufficiently tight to prevent loss of mortar from the concrete. Do <br />M. <br />Shoring: As designed and executed by Contractor to support all loads. <br />concrete faces not exposed to view. Seal form edges by such means as <br />Contractor to submit shop drawing and design calculations signed and <br />' <br />gasketing material or sealant place din the joints in such a way that neither <br />sealed by a Florida Registered Engineer. <br />N. <br />Column Forms: Shall be fabricated of four pieces, clamped watertight <br />1 <br />drilled for tie rods, make hole fit tie tightly so as not to leak. <br />without horizontal joints. Horizontal construction joints will be installed as <br />indicated. <br />3.03 FORMWORK DESIGN: <br />A. <br />Design and execute watertight formwork in accordance with ACI 347 <br />Chapter 1 that will withstand the pressure resulting from the placement and <br />vibration of the concrete, which will not stain the concrete, and which is <br />1 <br />sufficiently hard and rigid. The maximum deflection between form supports <br />shall be 1/240 span length. <br />B. <br />Do not use earth as a form except in cases of solid rock which has been <br />trimmed to the precise profile of the work to be cast. <br />C. <br />The design, engineering, and construction of the formwork shall be the <br />responsibility of the Contractor. <br />D. <br />Make forms sufficiently tight to prevent loss of mortar from the concrete. Do <br />not use tape on interior face of forms to achieve watertightness, except at <br />concrete faces not exposed to view. Seal form edges by such means as <br />gasketing material or sealant place din the joints in such a way that neither <br />fin nor groove is made in the face of the cast concrete. If forms must be <br />drilled for tie rods, make hole fit tie tightly so as not to leak. <br />07/06 <br />03300 -10 05 -5564 <br />