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2014-200C
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2014-200C
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Last modified
6/20/2018 12:10:05 PM
Creation date
10/5/2015 1:22:27 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 (1 of 2 docs)
Entity Name
Kast Construction Company, LLC
Subject
Contract and Document Specifications
Intergenerational Recreation Facility
Area
South County Regional Park
Supplemental fields
SmeadsoftID
14252
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INDIAN RIVER COUNTY JULY 25, 2014 <br />INTERGENERATIONAL RECREATION CENTER 100% CONSTRUCTION DOCUMENTS <br />D. Test Floors: Install test floor at project site using acceptable products and manufacturer <br />approved installation methods. Obtain Owner's and Architect's acceptance of maintainability <br />and workmanship standard. Comply with Division 01 Quality Control (Test Floor <br />Requirements) Section. <br />1. Test Floor Size: 8'x8' <br />2. Maintenance: Maintain test floor during construction for workmanship comparison; <br />remove and legally dispose of test floor when no longer required. <br />3. Incorporation: Test floor may be incorporated into final construction upon Owner's <br />approval. <br />E. Preinstallation Meetings: Conduct preinstallation meeting to verify project requirements, <br />substrate conditions, manufacturer's installation instructions and manufacturer's warranty <br />requirements. Comply with Division 01 Project Management and Coordination (Project <br />Meetings) Section. <br />1.06 DELIVERY, STORAGE & HANDLING <br />A. General: Comply with Division 01 Product Requirements Section. <br />B. Ordering: Comply with manufacturer's ordering instructions and lead time requirements to <br />avoid construction delays. <br />C. Delivery: Deliver materials in manufacturer's original, unopened, undamaged containers with <br />identification labels intact. <br />D. Storage and Protection: Store materials flat, protected from exposure to harmful weather <br />conditions, between 50 degrees F - 81 degrees F (10 - 27 degrees C) and 50% (± 10%) relative <br />humidity. <br />1.07 PROJECT CONDITIONS <br />A. Substrate Conditions: Use the current test methods described below to determine the dryness as <br />required to ensure initial and long-term success: <br />1. Comply with ASTM F1869 testing procedures. <br />2. Comply with ASTM F2170 testing procedures. <br />3. The General Contractor shall be responsible for conducting in situ relative humidity <br />testing (ASTM F2170) or calcium chloride testing (ASTM F1869). Perform minimum of <br />3 tests for the first 1000 square feet, and at least one test for each additional 1000 square <br />feet, to ensure concrete internal relative humidity does not exceed 80% or moisture vapor <br />emissions do not exceed 5.0 lb per 1000 square feet within a 24 hour period. <br />4. Contingency for High Moisture Readings: If at the time of testing the moisture readings <br />are in excess of 80% internal relative humidity or 5.0 lb moisture vapor emissions, the <br />Architect will initiate testing using petrographic analysis to determine the Water/Cement <br />Ratio and if sufficient hydration has taken place. If the Specifications were not followed <br />in their entirety, water/cement ratio (as specified), and/or the concrete surface has been <br />RESILIENT TILE FLOORING 096519-4 <br />
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