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WeldingInspection Report Report#:WIR-17001J1U <br /> e ■ OVA <br /> p p steel Reports 1:-5 <br /> N v Report Date: 1.1/16/2018 <br /> PROFESSIONAL I PRACTICAL I PROVEN ' <br /> Tampa Client: Project: <br /> 4524 Oak Fair Boulevard <br /> Suite'200 Haskell 10106A 018007.000 <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:813.623.35,45 4330 20th St. <br /> Zephyrhills,Florida 33542 <br /> Images Comments . <br /> Arrived on site to observe the placement of the roof deck and <br /> attachments at line 3=4/A-A.5. See discrepancies below. <br /> Reviewed erectors welder certifications and.verified.on site . <br /> Welders. RESOLVED DISCREPANCIES <br /> 1) Install joist bridging and attach to panel at line A-A.5/3-4. <br /> See-report dated 7.17:18 <br /> 2) Install correct size bolts and tighten at line 4/A.5. See report <br /> dated 7.17.18 <br /> 3) Install stiffener at 8x8 joist seat per RFI at line 3/A-A:5.See <br /> report.dated 7.17.18_ <br /> 4) Install tilt-up panel to panel connection per.C1/S-531 and <br /> B3/S-531..See report.dated 7.17.18 UNRESOLVED <br /> DISCREPANCIES.. <br /> 1). Attach bridging to existing bar joist after the temporary wall <br /> is removed. <br /> 2). Reference to Engineer sketch for repair.at line A/3, detail. <br /> show_87 3/4"'anchors; in:the field there are 6. SEOR(Structural <br /> Engineer of Record) needs to verify if this is.acceptable.Also,the <br /> same detail shows.a 5x3 angle bolted to the beam web and <br /> welded to the embed:Please verify if this is required. <br /> 3) Reference to Engineering sketch for the joist bearing seats <br /> at line 3/A-A.5..SEOR needs to verify the size of the HIT-Z anchor <br /> that is required. <br /> Phase: Structural Steel Inspections <br /> Location: Building Exterior=Roof Contractor: R&D Erectors <br /> The following-is a reference list of welding parameters related as required_by Secion 3,5,8L 6 of AWS D.1.1. Yes/No . <br /> Are contract documerits.outliriing specific <br /> .job requirements in place?(6.1.2.1) Yes <br /> i <br /> Are,drawings provided.showing size, length,type, and location of welds?(6.1.6) Yes <br /> Are Weld and base material certifications available?(6.2) Not:Applicable <br /> Are qualified Welding Procedure Specifications in place?(6.3.1) Yes <br /> Are all Welder Certification Records current and in place?(6.5.7) Yes. <br /> Does welding equipment comply with requirements?(6.3.2) Yes <br /> Joint preparation and fit-up was observed at suitable intervals. (6.5.4) Not Applicable <br /> Are surfaces on which welding is to be performed, free of foreign material (scale, rust, moisture, grease)?(5.15) Yes <br /> (5.30:1) <br /> Is.welding being performed under proper atmospheric conditions? (5.12.2) Yes <br /> is contractor in compliance.with pre-heat and/or post-heat requirement?(Table 3.2) Not Applicable <br /> List of names of welders on project this date:on site <br /> Remarks: <br /> STATEMENTS IN THIS FIELD REPORT ARE SUBJECT TO NOVA'S PRINCIPAL REVIEW Page 5 of 6 <br />