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Exhibit A (Scope of Work) <br />SCOPE OF WORK <br />PROJECT DESCRIPTION <br />The project as we understand it consists of tenant improvements to existing office and <br />common spaces on floors 1, 2, 3, 4, 7, and 8 of the existing Everett Municipal Building. <br />SCOPE OF WORK <br />The Scope of Work listed below is based on our review of the plans dated 11/6/23 and <br />the construction schedule dated 10/23/23. Geotechnical recommendations are to be <br />provided by others. <br />STRUCTURAL PROPRIETARY STEEL INSPECTION - The inspector will verify <br />structural anchor and epoxy dowel installation. Inspection will include depth, diameter, <br />and cleanliness of hole. The inspector will periodically verify that the mixing and <br />application of two-part epoxy is per manufacturer recommendations. If conditions <br />warrant, test cubes will be cast of the mixed two-part components to verify setting of <br />mixture. This may include inspection of life safety, pressurized piping, access flooring, <br />and emergency equipment (emergency generators) anchors. <br />STRUCTURAL STEEL INSPECTION - The inspector will inspect fabrication (if required) <br />and erection of structural steel members. Inspections at the fabrication plant will include <br />verifying that materials used match the mill tests or affidavits of test reports; that <br />fabrication, welding procedures, surface preparation, and shop painting meet <br />specifications; and that the work in progress conforms to project requirements. The <br />inspector shall visually check fabricated steel delivered to the job to confirm that the <br />work is in compliance with approved shop drawings and shall make any physical tests, <br />measurements, etc., believed to be necessary, and shall witness and report all <br />corrections performed by the steel fabricator. The inspector will verify welding <br />procedures and welder qualifications. Krazan's inspector may be present at all times <br />during steel erection on site. The inspector will also verify weld quality in accordance <br />with American Welding Society (AWS) codes. All welds shall be visually inspected. <br />Ultrasonic (UT) tests will be performed on 100% of all complete penetration welds and <br />100% of all partial-penetration column splice welds. UT tests will also be performed <br />where the base metal is thicker than 1-1/2 inches, when subjected to through-thickness <br />weld shrinkage strains. The joint shall be ultrasonically inspected for discontinuities <br />directly behind such welds after joint completion. Magnetic Particle (MP) tests shall be <br />performed on fillet welds 5/16 inch and larger. The inspector shall perform magnetic <br />particle testing in accordance with ASTM E709 for any questionable welds. Inspections <br />of high strength bolting will be monitored for proper installation and tensioning of all high <br />strength bolts will be verified as per the requirements of the current edition of the <br />"Specification for Structural Joints Using ASTM A325or A490 Bolts." For connecti ons <br />using high-strength bolts installed using Load Indicating Washers, Krazan will inspect <br />the surface and bolt type for conformance to plans and specifications prior to the start of <br />bolting and verify the minimum specified bolt tensions visually and by us ing a feeler <br />gauge on a few bolts in each connection (10 percent or two bolts, whichever is greater).