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1 Assemblies conforming to the ASTM D 7803 definition for partially weathered galvanized <br /> 2 steel shall be checked and prepared in accordance with ASTM D 7803, Section 6, before <br /> 3 then receiving surface smoothing and surface cleaning in accordance with ASTM D 7803,• I 4 Section 5, and surface preparation in accordance with ASTM D 7803, Section 5.1.3. <br /> 5 <br /> 6 The fourth paragraph (up until the colon) is revised to read: <br /> 7 '. <br /> 8 Assemblies conforming to the ASTM D 7803 definition for weathered galvanized steel shall <br /> 9 be prepared in accordance with ASTM D 7803, Section 7 before then receiving surface <br /> 10 smoothing and surface cleaning in accordance with ASTM D 7803, Section 5, and surface <br /> 11 preparation in accordance with ASTM D 7803, Section 5.3 except as follows: <br /> 12 <br /> 13 6-07.3(11)B5 Testing <br /> 14 Item number 4 in the first paragraph is revised to read: <br /> 15 <br /> 16 4. Adhesion testing in accordance with ASTM D 4541 for 600 psi minimum adhesion for <br /> 17 the complete two-component system. <br /> 18 <br /> 19 The second sentence of the fourth paragraph is revised to read: <br /> 20 <br /> 21 Rejected assemblies shall be repaired or recoated by the Contractor, at no additional <br /> 22 expense to the Contracting Agency, in accordance with the powder coating manufacturer's <br /> 23 recommendation as detailed in the project-specific powder coating plan, until the <br /> 24 assemblies satisfy the acceptance testing requirements. <br /> 25 <br /> 26 6-07.3(12) Painting Ferry Terminal Structures <br /> 27 This section is revised to read: <br /> 28 <br /> 29 Painting of ferry terminal Structures shall be in accordance with Section 6-07.3 as , <br /> 30 supplemented below. <br /> 31 <br /> 32 This section is supplemented with the following new subsections: <br /> 33 <br /> 34 6-07.3(12)A Painting New Steel Ferry Terminal Structures <br /> 35 Painting of new steel Structures shall be in accordance with Section 6-07.3(9) except that <br /> 36 all coatings (primer, intermediate, intermediate stripe, and top) shall be applied in the shop <br /> 37 with the following exceptions: <br /> 38 <br /> 39 1. Steel surfaces to be field welded. <br /> 40 <br /> 41 2. Steel surfaces to be greased. <br /> 42 <br /> 43 3. The length of piles designated in the Plans not requiring painting. <br /> 44 <br /> 45 The minimum drying time between coats shall be as shown in the product data sheets, but <br /> 46 not less than 12 hours. The Contractor shall determine whether the paint has cured <br /> 47 sufficiently for proper application of succeeding coats. <br /> 48 <br /> 49 6-07.3(12)A1 Paint Systems <br /> 50 Paint systems for Structural Steel, which includes vehicle transfer spans and towers, <br /> 51 pedestrian overhead loading structures and towers, upland structural steel and other <br /> City of Everett Page AM-52 Amendments <br /> Everett Downtown Streetscape Improvement March 22, 2019 <br />