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(04-12-01) Fencing & Curbing Improv.
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Last modified
6/13/2012 2:57:31 AM
Creation date
1/13/2011 10:58:44 AM
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CityClerk-Bids_RFP_RFQ
Project Name
Fencing & Curbing Improv.
Bid No. (xx-xx-xx)
04-12-01
Project Type (Bid, RFP, RFQ)
Bid
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pretreatment/wash (with zinc phosphate), an electrostatic spray application of an epoxy base, and a <br />separate electrostatic spray application of a polyester finish. The base coat shall be a zinc -rich <br />thermosetting epoxy powder coating (gray in color) with a minimum thickness of 2 mils (0.0508mm). <br />The topcoat shall be a "no -mar" TGIC polyester powder coat finish with a minimum thickness of 2 mils <br />(0.0508mm). The color shall be (black). The stratification- coated framework shall be capable of meeting <br />the performance requirements for each quality characteristic shown in Table 1. <br />Table 1 — Coating Performance Requirements <br />Quality <br />ASTM Test <br />Performance <br />Characteristics <br />Method <br />Requirements <br />Adhesion <br />D3359 — Method B <br />Adhesion (Retention of <br />Coating) over 90% of test <br />area (Tape and knife test). <br />Corrosion <br />B117 & D1654 <br />Corrosion Resistance over <br />Resistance <br />3,500 hours (Scribed per <br />D1654; failure mode is <br />accumulation of 1/8" coating <br />loss from scribe or medium #8 <br />blisters). <br />Impact Resistance <br />D2794 <br />Impact Resistance over 60 <br />inch lb. (Forward impact <br />using 0.625" ball). <br />Weathering <br />D822, D2244, <br />Weathering Resistance over <br />Resistance <br />D523 (60° <br />1,000 hours (Failure <br />Method) <br />mode is 60% loss of gloss or <br />color variance of more <br />than 3 delta -E color units). <br />D. Material for fence pickets shall be 3/4" square x 16ga. tubing. The cross - sectional shape of the rails <br />shall conform to the manufacturer's ForeRunnerTM design with outside cross - section dimensions of 1.50" <br />square and a minimum thickness of 14ga. Picket holes in the ForeRunnerTM rail shall be spaced 4.70" o.c. <br />Picket retaining rods shall be 0.125" diameter galvanized steel. Posts shall be a minimum of 2 -1/2" square <br />x 12ga. High quality PVC grommets shall be supplied to seal all picket -to -rail intersections. <br />' 2.03 FABRICATION <br />' A. Pickets, rails, and posts shall be precut to specified lengths. ForeRunnerTM rails shall be pre - punched to <br />accept pickets. B. Grommets shall be inserted into the pre - punched holes in the rails and pickets shall be <br />inserted through the grommets so that pre - drilled picket holes align with the internal upper raceway of the <br />' ForeRunnerTM rails. (Note: This can best be accomplished by using an alignment template.) Retaining <br />rods shall be inserted into each ForeRunnerTM rail so that they pass through the predrilled holes in each <br />picket, thus completing the panel assembly. <br />' C. Completed panels shall be capable of supporting a 400 lb. load (applied at midspan) without permanent <br />deformation. Panels without rings shall be biasable to a 25% change in grade; panels with rings shall be <br />biasable to a 12.5% change in grade. <br />' D. Gates shall be fabricated using Aegis P1usTMpanel material and gate ends having the same outside <br />cross - section dimensions as the ForeRunnefrma rail. All rail and upright intersections shall be joined by <br />1 12/04 02444 -3 03 -4138 <br />
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