Jansen Inc 6/10/2019 - Laserfiche WebLink

1 I1 During painting operations of the intermediate, stripe and top coats the Contractor shall 2 furnish, install, and maintain drip tarps below the areas to be painted to contain all spilled I 3 paint, buckets, brushes, and other deleterious material, and prevent such materials from 4 reaching the environment below or adjacent to the structure being painted. Drip tarps shall 5 be absorbent material and hung to minimize puddling. The Contractor shall evaluate the I6 project-specific conditions to determine the specific type and extent of containment needed 7 to control the paint emissions and shall submit a containment plan in accordance with 8 Section 6-07.3(2). 9 1 10 6-07.3(9)1 Application of Field Coatings 11 This section is revised to read: 12 I13 An on-site supervisor shall be present for each work shift at the bridge site. 14 15 Upon completion of erection Work, all uncoated or damaged areas remaining, including I 16 bolts, nuts, washers, and splice plates, shall be prepared in accordance with Section 6- 17 07.3(9)F, followed by a field primer coat of a zinc-rich primer and final coats of paint 18 selected from the approved component or performance based paint system in accordance 11119 with Section 6-07.3(10)H. . The intermediate, intermediate stripe, and top coats shall be 20 applied in accordance with the manufacturer's written recommendations. 21 I22 Upon completion of erection Work, welds for steel column jackets may be prepared in 23 accordance with SSPC-SP 15, Commercial Grade Power Tool Cleaning. 24 25 The minimum drying time between coats shall be as shown in the product data sheets, but I26 not less than 12 hours. The Contractor shall determine whether the paint has cured 27 sufficiently for proper application of succeeding coats. 28 I29 The maximum time between intermediate and top coats shall be in accordance with the 30 manufacturer's written recommendations. If the maximum time between coats is exceeded, 31 all newly coated surfaces shall be prepared to SSPC-SP 7, Brush-off Blast Cleaning, and II 32 shall be repainted with the same paint that was cleaned, at no additional cost to the 33 Contracting Agency. 34 I35 Each coat shall be applied in a uniform layer, completely covering the preceding coat. The 36 Contractor shall correct runs, sags, skips, or other deficiencies before application of 37 succeeding coats. Such corrective work may require re-cleaning, application of additional 38 paint, or other means as determined by the Engineer, at no additional cost to the 39 Contracting Agency. 40 41 Dry film thickness measurements will be made in accordance with Section 6-07.3(9)D. 142 43 All paint damage that occurs shall be repaired in accordance with the manufacturer's 44 written recommendations. On bare areas or areas of insufficient primer thickness, the repair I45 shall include field-applied zinc-rich primer and the final coats of paint selected from the 46 approved component or performance based paint system in accordance with Section 6- 47 07.3(10)H. On areas where the primer is at least equal to the minimum required dry film 1 48 thickness, the repair shall include the application of the final two coats of the paint system. 49 All paint repair operations shall be performed by the Contractor at no additional cost or time 50 to the Contracting Agency. 51 City of Everett Page AM-47 Amendments Everett Downtown Streetscape Improvement March 22, 2019