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Attachment C - Biddding Specification 1-23-25
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(25-01-01) City Annex Building Construction Renovations
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INVITATION TO BID 25-01-01 CITY ANNEX BUILDING CONSTRUCTION RENOVATIONS
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Attachment C - Biddding Specification 1-23-25
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2/20/2025 9:22:18 AM
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2/20/2025 9:18:50 AM
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CityClerk-Bids_RFP_RFQ
Project Name
City Annex Building Construction Renovations
Bid No. (xx-xx-xx)
25-01-01
Project Type (Bid, RFP, RFQ)
Bid
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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-12 <br /> <br /> <br /> <br />4. Radiographic Inspection: ASTM E 94. <br /> <br />D. In addition to visual inspection, test and inspect shop-welded shear connectors according <br />to requirements in AWS D1.1/D1.1M for stud welding and as follows: <br /> <br />1. Perform bend tests if visual inspections reveal either a less-than-continuous 360- <br />degree flash or welding repairs to any shear connector. <br /> <br />2. Conduct tests according to requirements in AWS D1.1/D1.1M on additional shear <br />connectors if weld fracture occurs on shear connectors already tested. <br /> <br />E. Prepare test and inspection reports. <br /> <br />PART 3 - EXECUTION <br /> <br />3.1 EXAMINATION <br /> <br />A. Verify, with certified steel erector present, elevations of concrete- and masonry-bearing <br />surfaces and locations of anchor rods, bearing plates, and other embedment for <br />compliance with requirements. <br /> <br />1. Prepare a certified survey of existing conditions. Include bearing surfaces, anchor <br />rods, bearing plates, and other embedment showing dimensions, locations, angles, <br />and elevations. <br /> <br />B. Proceed with installation only after unsatisfactory conditions have been corrected. <br /> <br />3.2 PREPARATION <br /> <br />A. Provide temporary shores, guys, braces, and other supports during erection to keep <br />structural steel secure, plumb, and in alignment against temporary construction loads and <br />loads equal in intensity to design loads. Remove temporary supports when permanent <br />structural steel, connections, and bracing are in place unless otherwise indicated. <br /> <br />1. Do not remove temporary shoring supporting composite deck construction until <br />cast-in-place concrete has attained its design compressive strength. <br /> <br />3.3 ERECTION <br /> <br />A. Set structural steel accurately in locations and to elevations indicated and according to <br />AISC 303 and AISC 360. <br /> <br />B. Baseplates [Bearing Plates] [and] [Leveling Plates]: Clean concrete- and masonry-bearing <br />surfaces of bond-reducing materials, and roughen surfaces prior to setting plates. Clean <br />bottom surface of plates. <br /> <br />1. Set plates for structural members on wedges, shims, or setting nuts as required. <br /> <br />2. Weld plate washers to top of baseplate. <br />
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