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2018-168A
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2018-168A
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Last modified
1/4/2021 11:08:59 AM
Creation date
10/15/2018 3:58:30 PM
Metadata
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Template:
Official Documents
Official Document Type
Contract
Approved Date
09/11/2018
Control Number
2018-168A
Agenda Item Number
8.W.
Entity Name
Southern Coatings, Inc.
Subject
West Wastewater Treatment Plant Roof Replacement
Area
8405 8th Street
Project Number
IRC-1803
Bid Number
2018074
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2. Sleeve -Type, or Wedge -Type, Expansion Anchor: Minimum 1/2 inch diameter, <br />Type 304 or 316 Stainless Steel, Expansion Anchor Bolt Assembly of length as <br />required to provided minimum embedment as required by fastener manufacturer <br />based upon substrate being secured. Acceptable manufacturers include: <br />a. Lok/Bolt, Power Bolt or Power -Stud by Powers Fasteners <br />b. Redi-Bolt, Dynabolt or Trubolt by Red Head Anchoring Systems <br />C. Kwik Bolt by Hilti <br />d. Engineers accepted equivalent. <br />F. Wood to structural steel (greater than 12 -GA.): <br />#12-24 DP5 (for steel thickness up to 1/2") or DP4 (for steel thickness from 1/8" <br />to 3/8"), flat or hex head, corrosion resistant, self-drilling/self-tapping fastener of <br />length to provide minimum 3 pitches of thread through metal thicknesses. <br />Acceptable manufacturers include: <br />a. ITW Buildex Teks <br />b. SFS Intec <br />C. Blazer <br />d. Engineers accepted equivalent <br />G. Wood to Grouted Cavity: <br />Grout: High strength, non-metallic, non -shrink grout for precision grouting and <br />general construction Conform to ASTM C476 and ASTM C 1107. Acceptable <br />manufacturers include Commercial Grade Quikrete, Precision Grout, Kauffman <br />SureGrout or Engineers accepted equivalent. Grout type proportioned by volume <br />as follows: <br />a. Portland cement or blended hydraulic cement: one part. <br />b. Hydrated lime: 0 to 1/10 part. <br />C. Fine aggregate: 2-1/4 to three times sum of volumes of cement and lime <br />used. <br />d. Coarse aggregate: one to two times sum of volumes of cement and lime <br />used. <br />e. Sum of volumes of fine and coarse aggregates: Do not exceed four times <br />sum of volumes of cement and lime used. <br />2. Bolt: corrosion resistant threaded J bolt meeting ASTM A 307, Grade A with <br />ASTM A 563 hex nuts and flat washers, diameter of 1/2". <br />H. Toggle Bolt: Shall be V4" diameter toggle bolt consisting of machine screw and spring wing <br />toggle with flat mushroom head, length as required by conditions. <br />Washers: Fasteners heads for screws, anchors and bolts terminating at the surface of nailers <br />shall be provided with a minimum 5/8 inch diameter, stainless steel or similar corrosion <br />resistance flat washer provided by fastener manufacturer, unless washer is provided from <br />factory as part of the fastener assembly. <br />PART 3 EXECUTION <br />3.01 INSPECTION <br />Indian River County West WWTP <br />Roof Replacement 06 1000-5 Rough Carpentry <br />
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