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Report#: � oWeldin Inspection Report <br /> steel 1=5N OVA <br /> Report Date: 11_/16/2016 <br /> PROFESSIONAL I PRACTICAL I PROVEN <br /> Tampa Client: Project:. <br /> 4524 Oak Fair Boulevard <br /> Suite 200 Haskell 10106-1018007.000 <br /> Tampa,FL.33610 PO Box 45275(11.1 Riverside Avenue) Nestle'Waters North America Zephyrhiils <br /> Phone:813.623:3100 Jacksonville,FL 32232 Expansion <br /> Fax:813.623.3546 - 4330 20th St. <br /> Zephyrhills,Florida 33542 <br /> Reference to report dated 7.11:2018; . <br /> 1)Observations noted that the existing girder.bolted connections were very loose. Girders were not welded to the column.top. <br /> Vibrations could cause the:nut to come loose and m,fall resulting in injury or daage:The undersigned arrived.on site to perform a visual <br /> inspection on the items in the above report.The bolts have been added where-missing and the girders with missing bolts.have been <br /> field welded:Further observations were noted at the existing x-bracing structure.The bolts vuere:missmg; and the existing bolts are <br /> loose and not torqued 'per ASTM Bolts and the manufacture.These observations were.pointed out to the and <br /> Waters representative <br /> on site. <br /> Date: 08/17/2018 Prepared by: Lafon, Barry <br /> No observations,tests; inspections or approvals by NOVA shall relieve the.Contractor from his obligation to perform the Work in,strict <br /> conformity with the Contract Documents. NOV A's inspections and/or tests reported herein are in no way a guarantee of deficient-free <br /> construction..The information provided herein is intended for the:sole and exclusive use of our.Client unless other written <br /> agreement is entered into by NOVA and other parties.All other recipients are provided this:document and any corresponding tests <br /> and/or inspection results'for information purposes only,and any use of said information shall beat their sole risk. <br /> I <br /> ' <br /> i <br /> I <br /> STATEMENTS IN THIS FIELD REPORT ARE SUBJECT TO NOVA'S PRINCIPAL REVIEW Page'6 of 6 <br />