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THE CITY OF SUNNY ISLES BEACH <br />PROJECT NO. 21-1011 <br />BUILDING DEPARTMENT RELOCATION TO ANNEX <br /> <br />Project No. 21-1011 November 2024 051200 Structural Steel Framing-11 <br /> <br /> <br /> <br />8. SSPC-SP 5/NACE No. 1, "White Metal Blast Cleaning." <br /> <br />9. SSPC-SP 8, "Pickling." <br /> <br />C. Priming: Immediately after surface preparation, apply primer according to manufacturer's <br />written instructions and at rate recommended by SSPC to provide a minimum dry film <br />thickness of 1.5 mils (0.038 mm). Use priming methods that result in full coverage of joints, <br />corners, edges, and exposed surfaces. <br /> <br />1. Stripe paint corners, crevices, bolts, welds, and sharp edges. <br /> <br />2. Apply two coats of shop paint to surfaces that are inaccessible after assembly or <br />erection. Change color of second coat to distinguish it from first. <br /> <br />D. Painting: Prepare steel and apply a one-coat, non-asphaltic primer complying with SSPC- <br />PS Guide 7.00, "Painting System Guide 7.00: Guide for Selecting One-Coat Shop Painting <br />Systems," to provide a dry film thickness of not less than 1.5 mils (0.038 mm). <br /> <br />2.10 GALVANIZING <br /> <br />A. Hot-Dip Galvanized Finish: Apply zinc coating by the hot-dip process to structural steel <br />according to ASTM A 123/A 123M. <br /> <br />1. Fill vent and drain holes that are exposed in the finished Work unless they function as <br />weep holes, by plugging with zinc solder and filing off smooth. <br /> <br />2. Galvanize [lintels] [shelf angles] [and] [welded door frames] attached to structural-steel <br />frame and located in exterior walls. <br /> <br />2.11 SOURCE QUALITY CONTROL <br /> <br />A. Testing Agency: [Owner will engage] [Engage] a qualified testing agency to perform shop <br />tests and inspections. <br /> <br />1. Provide testing agency with access to places where structural-steel work is being <br />fabricated or produced to perform tests and inspections. <br /> <br />B. Bolted Connections: Inspect [ and test] shop-bolted connections according to RCSC's <br />"Specification for Structural Joints Using ASTM A 325 or A 490 Bolts." <br /> <br />C. Welded Connections: Visually inspect shop-welded connections according to <br />AWS D1.1/D1.1M and the following inspection procedures, at testing agency's option: <br /> <br />1. Liquid Penetrant Inspection: ASTM E 165. <br /> <br />2. Magnetic Particle Inspection: ASTM E 709; performed on root pass and on finished <br />weld. Cracks or zones of incomplete fusion or penetration are not accepted. <br /> <br />3. Ultrasonic Inspection: ASTM E 164.