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2018-053-E AMS - HM Kern Passmore Addition
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2018-053-E AMS - HM Kern Passmore Addition
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Last modified
7/23/2019 4:16:44 PM
Creation date
2/26/2018 10:49:57 AM
Metadata
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Template:
Contract
Date
1/23/2018
Contract Starting Date
1/23/2018
Contract Document Type
Agreement - Construction
Agenda Item
8-I
Amount
$494,820.00
Document Relationships
2019-180-E AMS - HM Kern Passmore Center landscaping contract amendment
(Message)
Path:
\Board of County Commissioners\Contracts and Agreements\General Contracts and Agreements\2010's\2019
2019-191-E AMS - HM Kern Corporation Passmore Center contract amendment
(Message)
Path:
\Board of County Commissioners\Contracts and Agreements\General Contracts and Agreements\2010's\2019
R 2018-053 AMS - HM Kern Passmore Expansion
(Attachment)
Path:
\Board of County Commissioners\Contracts and Agreements\Contract Routing Sheets\Routing Sheets\2018
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DocuSign Envelope ID: 313DA256 -1EDE- 4396- A716- 4C53B809027E <br />JERRY M. PASSMORE CENTER ADDITION AND RENOVATION <br />HILLSBOROUGH, NORTH CAROLINA <br />C. Sealer Gaskets: Closed -cell neoprene foam, 1/4 inch thick, selected from manufacturer's <br />standard widths to match width of bottom track or rim track members. <br />7. FABRICATION <br />a. Fabricate cold - formed metal framing and accessories plumb, square, and true to line, and with <br />connections securely fastened, according to referenced AISI's specifications and standards, <br />manufacturer's written instructions, and requirements in this Section. <br />1). Fabricate framing assemblies using jigs or templates. <br />2). Cut framing members by sawing or shearing; do not torch cut. <br />3). Fasten cold - formed metal framing members by welding, screw fastening, clinch fastening, <br />or riveting as standard with fabricator. Wire tying of framing members is not permitted. <br />a). Comply with AWS D1.3 requirements and procedures for welding, appearance and <br />quality of welds, and methods used in correcting welding work. <br />b). Locate mechanical fasteners and install according to Shop Drawings, with screw <br />penetrating joined members by not less than three exposed screw threads. <br />4). Fasten other materials to cold - formed metal framing by welding, bolting, or screw <br />fastening, according to Shop Drawings. <br />b. Reinforce, stiffen, and brace framing assemblies to withstand handling, delivery, and erection <br />stresses. Lift fabricated assemblies to prevent damage or permanent distortion. <br />C. Fabrication Tolerances: Fabricate assemblies level, plumb, and true to line to a maximum <br />allowable tolerance variation of 1/8 inch in 10 feet and as follows: <br />1). Spacing: Space individual framing members no more than plus or minus 1/8 inch from <br />plan location. Cumulative error shall not exceed minimum fastening requirements of <br />sheathing or other finishing materials. <br />2). Squareness: Fabricate each cold - formed metal framing assembly to a maximum out -of- <br />square tolerance of 1/8 inch. <br />PART 3 - EXECUTION <br />EXAMINATION <br />a. Examine supporting substrates and abutting structural framing for compliance with requirements <br />for installation tolerances and other conditions affecting performance. <br />1). Proceed with installation only after unsatisfactory conditions have been corrected. <br />COLD - FORMED METAL FRAMING 054000-7 <br />
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