Rodarte Construction Inc Everett Station Parking Expansion

I 1 Rejected assemblies shall be repaired or recoated bythe Contractor, at no additional 2 expense to the Contracting Agency, in accordance with the powder coating manufacturer's 3 recommendation as detailed in the project-specific powder coating plan, until the 4 assemblies satisfy the acceptance testing requirements. 5 6 6-07.3(12) Painting Ferry Terminal Structures 7 This section is revised to read: 8 9 Painting of ferry terminal Structures shall be in accordance with Section 6-07.3 as 10 supplemented below. 111 11 12 This section is supplemented with the following new subsections: 13 14 6-07.3(12)A Painting New Steel Ferry Terminal Structures 15 Painting of new steel Structures shall be in accordance with Section 6-07.3(9) except that 16 all coatings (primer, intermediate, intermediate stripe, and top) shall be applied in the shop 17 with the following exceptions: 18 19 1. Steel surfaces to be field welded. 20 21 2. Steel surfaces to be greased. 22 23 3. The length of piles designated in the Plans not requiring painting. 24 25 The minimum drying time between coats shall be as shown in the product data sheets, but 26 not less than 12 hours. The Contractor shall determine whether the paint has cured 27 sufficiently for proper application of succeeding coats. 28 29 6-07.3(12)A1 Paint Systems 30 Paint systems for Structural Steel, which includes vehicle transfer spans and towers, 31 pedestrian overhead loading structures and towers, upland structural steel and other 32 elements as designated in the Special Provisions shall be as specified in Section 6- 33 07.3(9)A. I 34 35 Paint systems for Piling, Landing Aids and Life Ladders shall be as specified in the 36 Special Provisions. 111 37 38 6-07.3(12)A2 Paint Color 39 Paint colors shall be as specified in the Special Provisions. 40 41 6-07.3(12)A3 Coating Thickness 42 Coating thicknesses shall be as specified in the Special Provisions. 43 44 6-07.3(12)A4 Application of Field Coatings 45 An on-site supervisor shall be present for each work shift at the project site. 46 47 Upon completion of erection Work, all uncoated or damaged areas remaining, 48 including bolts, nuts, washers, splice plates, and field welds shall be prepared in 49 accordance with SSPC-SP 1, Solvent Cleaning, followed by SSPC-SP 11, Power Tool I 50 Cleaning to Bare Metal. Surface preparation shall be measured according to SSPC- 51 VIS 3. SSPC-SP 11 shall be performed for a minimum distance of 1 inch from the City of Everett Page AM-56 Amendments I Everett Station 80 Stall Parking Expansion June 2019 I