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KENT CRANE <br /> INSPECTION AND ENGINEERING <br /> on site verification of welding was performed by KIE but information was reviewed post <br /> welding. <br /> Findings. <br /> • The overall condition of the welds was acceptable. <br /> • No defects were noted on the welded connections. <br /> • All welded connections met the required 3/16" design. <br /> • Some of the angle iron sections measured longer than the designed 4", leading to a <br /> longer welded section(Figure 1). This was not noted as a concern, as a longer weld <br /> would strengthen the connection. All three sides were still welded as specified in <br /> the drawings. <br /> • An RFI was provided for one bolted connection on the South Canopy between the <br /> angle iron and the building column. The bolts did not align so an RFI was provide <br /> to weld the angle iron instead of bolting. This weld was to be a 3/16" fillet weld. <br /> there was no specification to fill the bolt hole. The bolt hole appears to be filled <br /> with filler material and a small circular indication is in the middle (Figure 2). <br /> 4/26/2024 <br /> KCIE_BURTON CONSTRUCTION_EVERETT MARINA_BUILDING CANOPIES_WELD INSPECTION REPORT_2024.04.19 <br /> Page 2 of 5 <br />