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2014-200C (2)
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2014-200C (2)
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Last modified
6/20/2018 12:10:19 PM
Creation date
10/5/2015 1:22:21 PM
Metadata
Fields
Template:
Official Documents
Official Document Type
Contract
Approved Date
12/09/2014
Control Number
2014-200C
Agenda Item Number
12.F.1 (2 of 2 docs)
Entity Name
Kast Construction Company, LLC
Subject
Intergenerational Recreation Center
Contract and Specifications
Area
South County Regional Pari
Supplemental fields
SmeadsoftID
14251
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INDIAN RIVER COUNTY JULY 25, 2014 <br />INTERGENERATIONAL RECREATION CENTER 100% CONSTRUCTION DOCUMENTS <br />D. Trowel and Fine -Broom Finish: Apply a first trowel finish to surfaces where ceramic or quarry <br />tile is to be installed by either thickset or thin -set method. While concrete is still plastic, slightly <br />scarify surface with a fine broom. <br />Comply with flatness and levelness tolerances for trowel -finished floor surfaces. <br />3.12 MISCELLANEOUS CONCRETE ITEMS <br />A. Filling In: Fill in holes and openings left in concrete structures after work of other trades is in <br />place unless otherwise indicated. Mix, place, and cure concrete, as specified, to blend with in- <br />place construction. Provide other miscellaneous concrete filling indicated or required to <br />complete the Work. <br />Curbs: Provide monolithic finish to interior curbs by stripping forms while concrete is still green <br />and by steel -troweling surfaces to a hard, dense finish with corners, intersections, and <br />terminations slightly rounded. <br />C. Equipment Bases and Foundations: Provide machine and equipment bases and foundations as <br />shown on Drawings. Set anchor bolts for machines and equipment at correct elevations, <br />complying with diagrams or templates from manufacturer furnishing machines and equipment. <br />D. Steel Pan Stairs: Provide concrete fill for steel pan stair treads, landings, and associated items. <br />Cast -in inserts and accessories as shown on Drawings. Screed, tamp, and trowel finish <br />concrete surfaces. <br />3.13 CONCRETE PROTECTING AND CURING <br />A. General: Protect freshly placed concrete from premature drying and excessive cold or hot <br />temperatures. Comply with ACI 306.1 for cold -weather protection and ACI 301 for hot -weather <br />protection during curing. <br />B. Evaporation Retarder: Apply evaporation retarder to unformed concrete surfaces if hot, dry, or <br />windy conditions cause moisture loss approaching 0.2 Ib/sq. ft. x h before and during finishing <br />operations. Apply according to manufacturer's written instructions after placing, screeding, and <br />bull floating or darbying concrete, but before float finishing. <br />C. Formed Surfaces: Cure formed concrete surfaces, including underside of beams, supported <br />slabs, and other similar surfaces. If forms remain during curing period, moist cure after <br />loosening forms. If removing forms before end of curing period, continue curing for the <br />remainder of the curing period. <br />D. Cure concrete according to ACI 308.1, by one or a combination of the following methods: <br />1. Moisture Curing: Keep surfaces continuously moist for not less than seven days with the <br />following materials: <br />a. Water. <br />b. Continuous water -fog spray. <br />c. Absorptive cover, water saturated, and kept continuously wet. Cover concrete <br />surfaces and edges with 12 -inch lap over adjacent absorptive covers. <br />2. Moisture -Retaining -Cover Curing: Cover concrete surfaces with moisture -retaining cover <br />for curing concrete, placed in widest practicable width, with sides and ends lapped at <br />CAST -IN-PLACE CONCRETE 033000 - 17 <br />
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