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WeldingInspection Report Report#:WI Reports <br /> N OVA p p steel Reports 1-5 <br /> Report Date:-1.1/16/2018 <br /> PROFESS19PIAL 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(111 Riverside Avenue) Nestle Waters North America Zephyrhills <br /> Phone:813.623.3100 Jacksonville,FL 32232 Expansion <br /> Fax:813.623.3545 4330 206 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 fo come loose and fall resulting in injury or damage.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.weremissing; and the existing bolts are.. <br /> loose and not torqued per ASTM Bolts and the manufacture.These observations were pointed out to the Nestle Waters representative <br /> on site. . <br /> Date: 08/17/2018 Prepared by: Lafoh, 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.'NOVA'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 recipient 'are provided this document and any corresponding tests <br /> and/or inspection results for information purposes only,-and any use of said information shall be at their sole risk. <br /> i <br /> I <br /> i <br /> STATEMENTS IN THIS FIELD REPORT ARE SUBJECT TO NOVA'S PRINCIPAL REVIEW Page 6 of 6 <br />