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18-19482
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18-19482
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Last modified
1/13/2020 1:24:32 PM
Creation date
1/31/2019 9:58:23 AM
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Building Department
Company Name
NESTLE WATERS NA INC
Building Department - Doc Type
Permit
Permit #
18-19482
Building Department - Name
NESTLE WATERS NA INC
Address
4330 20TH ST
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WeldingInspection Report Report#:WIR-000010 <br /> N D V� p p steel Reports 1-5 <br /> Report Date: 11,/16/2018 <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(111 Riverside Avenue) Nestle Waters North America Zephyrhills <br /> .Phone:813.623:3100 Jacksonville,FL 32232 Expansion <br /> Fax:813.623.3545 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,the work was incomplete at time of <br /> observation,and work is in progress by erector. Reviewed <br /> erectors welder certifications and verified on site welders. <br /> RESOLVED <br /> DISCREPANCIES <br /> 1) Add joist x-bridging at line 5-6/A.5.Approved <br /> UNRESOLVED DISCREPANCIES <br /> 1) Install joist bridging,and attach-to panel at line A-A.5/34 <br /> 2) Install correct size bolts and tighten at.line 4/A.5 <br /> 3) Install,stiffener at•8x8 Joist seat per_RFI-at line-3/A-A.5 <br /> 4) Install tilt-:up panel to panel connection per-C1/S-531 and <br /> 63/S-531 <br /> 5) Attach bridging to existing bar joist after the temporary wall <br /> is removed <br /> Observer noted that the existing girder bolted connections were <br /> very loose. Girders were not welded to the column top.The <br /> Contractor was informed onsite. <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,&6 of AWS D1.1. Yes/No <br /> Are contract documents outlining specific job requirements in place?,(6.1.2.1) Yes <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 interval ..(6.5A 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 /> Date: 07/19/2018 Prepared by: Lafon, Barry <br /> i . <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'inforination 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 be at their sole risk. <br /> STATEMENTS IN THIS FIELD REPORT ARE SUBJECT TO NOVA'S PRINCIPAL REVIEW Page 4 of 6 <br />
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