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I <br /> 111 <br /> 1 Paint shall not be applied when weather conditions are unfavorable toro er curing.p If a <br /> 2 paint system manufacturer's recommendations allow for application of a paint under <br /> 3 environmental conditions other than those specified, the Contractor shall submit a Type 2 <br /> 4 Working Drawing consisting of a letter from the paint manufacturer specifying the <br /> 5 environmental conditions under which the paint can be applied. Application of paint under <br /> 6 environmental conditions other than those specified in this section will not be allowed <br /> 7 without the Engineer's concurrence. <br /> 8 <br /> 9 <br /> 10 6-07.3(9)F Shop Surface Cleaning and Preparation <br /> 11 The last sentence is revised to read: <br /> 12 <br /> 13 The entire steel surface to be painted, including surfaces specified in Section 6-07.3(9)G to111 <br /> 14 receive a mist coat of primer, shall be cleaned to a near white condition in accordance with <br /> 15 SSPC-SP 10, Near-white Metal Blast Cleaning, and shall be in this condition immediately <br /> 16 prior to paint application. <br /> 17 <br /> 18 6-07.3(9)G Application of Shop Primer Coat <br /> 19 The first paragraph is supplemented with the following: <br /> 20III <br /> 21 Repairs of the shop primer coat shall be prepared in accordance with the painting plan. <br /> 22 Shop primer coat repair paint shall be selected from the approved component based or <br /> 23 performance based paint system in accordance with Section 6-07.3(10)H. <br /> 24 <br /> 25 6-07.3(9)H Containment for Field Coating <br /> 26 This section is revised to read: <br /> 27 <br /> 28 The Contractor shall use a containment system in accordance with Section 6-07.3(10)A for <br /> 29 surface preparation and prime coating of all uncoated areas remaining, including bolts, <br /> 30 nuts, washers, and splice plates. 1111 <br /> 31 <br /> 32 During painting operations of the intermediate, stripe and top coats the Contractor shall <br /> 33 furnish, install, and maintain drip tarps below the areas to be painted to contain all spilled11 <br /> 34 paint, buckets, brushes, and other deleterious material, and prevent such materials from <br /> 35 reaching the environment below or adjacent to the structure being painted. Drip tarps shall <br /> 36 be absorbent material and hung to minimize puddling. The Contractor shall evaluate the <br /> 37 project-specific conditions to determine the specific type and extent of containment needed <br /> 38 to control the paint emissions and shall submit a containment plan in accordance with <br /> 39 Section 6-07.3(2). <br /> 40 <br /> 41 6-07.3(9)1 Application of Field Coatings <br /> 42 This section is revised to read: <br /> 43 <br /> 44 An on-site supervisor shall be present for each work shift at the bridge site. <br /> 45 <br /> 46 Upon completion of erection Work, all uncoated or damaged areas remaining, including <br /> 47 bolts, nuts, washers, and splice plates, shall be prepared in accordance with Section 6- <br /> 48 07.3(9)F, followed by a field primer coat of a zinc-rich primer and final coats of paint <br /> 49 selected from the approved component or performance based paint system in accordance I <br /> City of Everett Page AM-50 Amendments <br /> Everett Station 80 Stall Parking Expansion June 2019 <br />