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2016-659-E AMS - Baker Roofing to replace Central Recreation Building roof
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2016-659-E AMS - Baker Roofing to replace Central Recreation Building roof
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Last modified
9/4/2018 8:17:06 AM
Creation date
11/17/2016 8:24:24 AM
Metadata
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Template:
Contract
Date
11/7/2016
Contract Starting Date
11/7/2016
Contract Ending Date
1/15/2017
Contract Document Type
Agreement - Construction
Amount
$170,320.00
Document Relationships
2017-318-E AMS - Baker Roofing - Amendment to 2016-659-E roofing contract to increase original price
(Linked From)
Path:
\Board of County Commissioners\Contracts and Agreements\General Contracts and Agreements\2010's\2017
2017-327-E Health - Piedmont Health Services, Inc. - Amendment to Komen Grant Support Agreement
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Path:
\Board of County Commissioners\Contracts and Agreements\General Contracts and Agreements\2010's\2017
R 2016-659-E AMS - Baker Roofing to replace Central Recreation Building roof
(Linked To)
Path:
\Board of County Commissioners\Contracts and Agreements\Contract Routing Sheets\Routing Sheets\2016
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DocuSign Envelope ID:A9CF8A9E-4CDB-4BB9-A678-D4AD80CD1393 <br /> 5thWall Building Diagnostics Consultants Roof Replacement <br /> Central Recreation Center <br /> Hillsborough,NC <br /> August 2016 <br /> D. Flanges of edge metal shall terminate 1/2 inch from roof-side edge of nailer. <br /> E. All exposed edges of sheet metal shall be folded back, or "hemmed", on concealed <br /> surfaces. <br /> F. Finish all sheet metal watertight and weathertight. <br /> G. Where lap seams do not have a joint cover, lap according to pitch, but in no case less than <br /> three inches. Make all lap seams in the direction of water flow. <br /> 3.03 Continuous Cleat <br /> A. Provide a continuous cleat at building exterior. Cleat shall have a minimum vertical <br /> dimension of 3 inches unless otherwise indicated. <br /> B. Fasten cleat to substrate at 12 inches on center. Within eight feet of corners or ends, <br /> reduce fastener spacing to six inches on center. <br /> C. Allow 1/4 inch gap between metal sections. <br /> 3.04 Edge Trim <br /> A. Form edge trim with stiffening rib to profile indicated. Secure flanges of edge metal to <br /> appropriate blocking,nailers, or substrate per paragraph 2.03.C. <br /> B. Allow a 1/4 inch gap between edge metal sections. Provide six inch wide backup plate <br /> centered at each joint. Plate shall be formed to profile of the edge metal. Set metal and <br /> backup plate in a 1/8 inch thick bed of flashing cement. <br /> C. Apply continuous bead of sealant along the bottom of the hem. <br /> 3.05 Clean-up <br /> A. Clean and neutralize all flux materials. <br /> B. All excess solder, asphalt, and sealant shall be cleaned from the surface. <br /> C. All handprints, smudges and other superficial stains that were placed on the sheet metal <br /> during fabrication and installation shall be removed. <br /> END OF SECTION <br /> 16-171 Sheet Metal Flashing and Trim <br /> 076200-5 <br />
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