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IASTM B117 - Practice for Operating Salt Spray (Fog) Apparatus <br />' ASTM D523 - Test Method for Specular Gloss <br />ASTM D822 - Practice For Conducting Tests On Paint and Related Coatings and Materials Using <br />' Filtered Open -Flame Carbon -Arc Light and Water Exposure Apparatus <br />ASTM D1654 - Test Method for Evaluation of Painted or Coated Specimens Subjected to <br />Corrosive Environments <br />' ASTM D2244 - Test Method for Calculation of Color Differences From Instrumentally Measured <br />Color Coordinates <br />' ASTM D2794 - Test Method for Resistance of Organic Coatings to The Effects of Rapid <br />Deformation (Impact) <br />' ASTM D3359 - Test Method for Measuring Adhesion by Tape Test <br />' 1.06 SUBMITTAL <br />The manufacturer's literature shall be submitted prior to installation. <br />1.07 PRODUCT HANDLING AND STORAGE <br />Upon receipt at the job site, all materials shall be checked to ensure that no damage occurred during <br />' shipping or handling. Materials shall be stored in such a manner to ensure proper ventilation and drainage, <br />and to protect against damage, weather, vandalism, and theft. <br />PART 2 - MATERIALS <br />2.01 MANUFACTURER <br />The commercial ornamental steel fence system shall conform to Ameristar® Aegis PIusTM, GenesisTM <br />(specify 2 -Rail, 3 -Rail, or 3 -Rail With Rings) style, with (specify standard flat -top or TriadTM or Quad - <br />FlareTM finials), manufactured by Ameristar Fence Products, Inc., in Tulsa, Oklahoma. <br />2.02 MATERIAL <br />A. Steel material for fence framework (i.e., tubular pickets, rails, and posts), when galvanized after <br />forming, shall conform to the requirements of ASTM A1011 /1011M, with a minimum yield strength of <br />50,000 psi (344 MPa). The exterior shall hot -dip galvanized with a 0.45 oz/ft2 (138 g/m2) minimum zinc <br />weight. The interior surface shall be coated with a minimum 81% nominal zinc pigmented coating, 0.3 <br />mils (0.0076mm) minimum thickness. <br />B. Steel material for fence framework (i.e., tubular pickets, rails, and posts), when galvanized prior to <br />forming, shall conform to the requirements of ASTM A924/924M, with a minimum yield strength of <br />50,000 psi (344 MPa). The steel shall be hot -dip galvanized to meet the requirements of ASTM <br />A653/A653M with a minimum zinc coating weight of 0.90 oz/ft2 (276 g/m2), Coating Designation G -90. <br />C. The manufactured galvanized framework shall be subjected to the PermaCoat® thermal stratification <br />coating process (high- temperature, in -line, multi - stage, multi - layer) including, as a minimum, a six -stage <br />12/04 02444 -2 03-4138 <br />